B08_-_Atch_1_-_SOW_-_Courtesy_Docks_20240725.pdf
PDF 6 MB Posted
- Attached to
- LAKE COURTESY DOCK REPLACEMENTS Federal contract opportunity
- Solicitation number
- 140P8124Q0035
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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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8124Q0035_Amd_0003.pdf | ||
| Sol_140P8124Q0035_Amd_0002.pdf | ||
| Sol_140P8124Q0035_Amd_0001.pdf | ||
| B08_-_Atch_3_-_SCA__NV__2015-5593.pdf | ||
| Sol_140P8124Q0035.pdf | ||
| B08_-_Atch_2_-_SCA__AZ__2015-5467.pdf |
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Text version
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 .