A06_Drawings.pdf

PDF 3 MB Posted Aug 16, 2025

Attached to: REPLACE BACKCOUNTRY CAMPING PLATFORMS Federal contract opportunity
Solicitation number: 140P5425R0006
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Aug 16, 2025

These construction drawings detail modifications and demolition plans for multiple chickee structures within Everglades National Park, specifically at Shark Point, Johnson Key, Florida Bay, Little Rabbit Key, and Watson River locations. The project involves replacing existing wooden dock platforms with new aluminum and composite lumber structures, including upper and lower platforms, corrugated metal roofs, concrete and wood piles, and portable restrooms. Demolition notes specify complete removal of old structures, with careful consideration of existing pile elevations and environmental constraints such as mangrove areas. Each site has unique specifications for platform dimensions, pile depths, and deck elevations, with an emphasis on matching existing structural heights and maintaining environmental integrity. The drawings provide comprehensive technical details for construction, including floor plans, elevations, construction and fender pile details, and site-specific modifications to ensure consistent design across different park locations.

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Other files for this federal contract opportunity

Other files attached to REPLACE BACKCOUNTRY CAMPING PLATFORMS, newest first.
File	Type	Posted
Sol_140P5425R0006_Amd_0001.pdf	PDF	Sep 3, 2025
Questions___Answers_0001.pdf	PDF	Sep 3, 2025
B03_Wage_Determination.pdf	PDF	Aug 16, 2025
Sol_140P5425R0006.pdf	PDF	Aug 16, 2025
A06_Map___Photos.pdf	PDF	Aug 16, 2025
A06_Specifications.pdf	PDF	Aug 16, 2025
B08_Past_Performance_Questionnaire.pdf	PDF	Aug 16, 2025

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GULF COAST

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LAND OUTSIDE PARK

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SCALE OF MILES

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SCALE OF KILOMETERS

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ISLAMORADA

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TAVERNIER

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KEY LARGO

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MONROE CO.

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CARD SOUND ROAD

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FLORIDA'S TURNPIKE

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CITY

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FLORIDA

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HOMESTEAD

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NATIONAL

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DADE CO.

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PARK

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BISCAYNE

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MIAMI

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BARNES SOUND

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KEY LARGO

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TO KEY WEST

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CAPE SABLE

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WHITEWATER

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BAY

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ATLANTIC OCEAN

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VISITOR CENTER

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PUBLIC AIRPORTS

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SWAMP OR SLOUGH

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OBSERVATION TOWER

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RANGER STATION

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LEGEND

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PARK BOUNDARY

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COUNTY LINE

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WATER

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GULF OF MEXICO

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SHARK VALLEY

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FLAMINGO

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ROYAL PALM

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PARK HEADQUARTERS

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BIG CYPRESS

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MONROE COUNTY

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LOOP

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DADE COUNTY

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MONROE COUNTY

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ROAD

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TAMIAMI TRAIL

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PRESERVE

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COLLIER COUNTY

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NATIONAL

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MICCOSUKEE INDIAN RESERVATION

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TAMIAMI

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CHEKIKA

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TO NAPLES

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LITTLE RABBIT KEY

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FLORIDA BAY

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SHARK POINT CHICKEE

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JOHNSON KEY CHICKEE

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THIS PROJECT

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THIS PROJECT

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WASTSON RIVER CHICKEE

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THIS PROJECT

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THIS PROJECT

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EVERGLADES NATIONAL PARK

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WORLD HERITAGE SITE

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UNESCO

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STATE

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NATIONAL PARK SERVICE

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EVERGLADES NATIONAL PARK

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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REPLACE FLORIDA BAY CHICKEES & DOCK

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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SOUTHEAST

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MONROE

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FLORIDA

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CONSTRUCTION DRAWINGS

AutoCAD SHX Text SHARK POINT CHICKEE LATITUDE 25.1411 N 25.1411 N LONGITUDE 80.8024 W 80.8024 W REPLACE CHICKEE, SEE SHEETS 2 THROUGH 4 JOHNSON KEY CHICKEE LATITUDE 25.0512 N 25.0512 N LONGITUDE 80.9074 W 80.9074 W REPLACE CHICKEE, SEE SHEETS 2 THROUGH 4 LITTLE RABBIT KEY DOCK LATITUDE 24.9814 N 24.9814 N LONGITUDE 80.8262 W 80.8262 W REPLACE DOCK AND RESTROOM PLATFORMS SEE SHEETS 5 THROUGH 7 WATSON RIVER CHICKEE LATITUDE 25.3326 N 25.3326 N LONGITUDE 80.9807 W 80.9807 W RAISE ELEVATION OF EXISTING CHICKEE SEE SHEET 8

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SITE LOCATIONS:

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SHEET LIST TABLE

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SHEET NUMBER

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SUB-SHEET NUMBER

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SHEET TITLE

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COVER SHEET

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CHICKEE DEMOLITION PLAN

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TYPICAL FLORIDA BAY CHICKEE

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TYPICAL FLORIDA BAY CHICKEE

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LITTLE RABBIT KEY SITE PLAN

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LITTLE RABBIT KEY PLATFORM PLAN AND ELEVATION

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LITTLE RABBIT KEY DETAILS

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WATSON RIVER CHICKEE MODIFICATIONS

AutoCAD SHX Text DEMOLITION NOTES: THE ELEVATION OF THESE CHICKEES ARE CRITICAL AND BASED OFF THE DECK ELEVATION OF THE EXISTING STRUCTURE. AT LEAST ONE OF THE EXISTING PILES WITH A MARK RELATING TO THE EXISTING DECK ELEVATION SHALL BE MAINTAINED AS A REFERENCE BENCHMARK UNTIL THAT MARK CAN BE TRANSFERRED TO A PERMANENT PART OF THE NEW STRUCTURE. THIS WORK APPLIED TO BOTH THE SHARK POINT AND JOHNSON KEY CHICKEES. BOTH CHICKEES ARE THE SAME SIZE AND HAVE SIMILAR CONSTRUCTION. THE CONTRACTOR SHALL REMOVE THE OLD CHICKEE STRUCTURE IN ITS ENTIRETY. ALL OLD PILES SHALL BE PULLED OUT AND REMOVED. NO DEBRIS SHALL BE ALLOWED TO FALL INTO THE WATER. THE EXISTING PORTABLE TOILET SHALL BE SALVAGED AND REINSTALLED ON THE NEW CHICKEE. ALL EXISTING WOOD IS PRESSURE TREATED

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6X6 WOOD PILES (TYP)

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2X6 WOOD DECK

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LOWER PLATFORM

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LOWER PLATFORM

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CORRUGATED METAL ROOF

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4X4 POSTS

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2 BY LUMBER USED FOR ALL FRAMING

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UPPER PLATFORM

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4X4 PILES USED FOR LOWER PLATFORM

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EDGE OF ROOF

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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W.H.SHELLEY

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WHS

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NPS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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CHICKEE DEMOLITION PLAN

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JOHNSON KEY CHICKEE

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SHARK POINT CHICKEE

JOHNSON KEY CHICKEE

FIBERGLASS DECKING

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FENDER PILES--EXTEND UP TO ALSO PROVIDE RAILING POST, SEE DETAIL B THIS SHEET.

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SCALE:

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FLOOR PLAN

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SCALE A

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ROOF EDGE

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LADDER

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ALUMINUM PILE CAPS

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ALUMINUM DECK JOISTS

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FIBERGLASS DECKING

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PORTABLE RESTROOM

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ROOF COLUMNS (TYP)

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PILE (TYPICAL EACH CORNER OF PLATFORM

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COMPOSITE LUMBER FASCIA

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ALUMINUM DECK STRUCTURE OUTER FRAME

AutoCAD SHX Text NOTES: 1. ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE SPECIFICATIONS FOR DESIGN OF THE ALUMINUM STRUCTURE. 2. SUPPORT SHALL BE UNDER ALL SEEMS IN THE SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING 3. OUTER EDGE OF FLOOR AND ROOF SHALL BE OUTER EDGE OF FLOOR AND ROOF SHALL BE RECTANGULAR TUBE STEEL OR C CHANNEL WITH THE FLAT FACE TO THE OUTSIDE. 4. AT ALL POINTS WHERE THE ALUMINUM STRUCTURE AT ALL POINTS WHERE THE ALUMINUM STRUCTURE AND THE TREATED PILES TOUCH, INSTALL 60 MIL POLYETHYLENE SHEETING BETWEEN THE TWO MATERIALS TO PREVENT DIRECT CONTACT. 5. THE OVER-THE-WATER AREA OF THIS STRUCTURE THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 499 SF. 6. LOCATE THE NEW CHICKEE CENTERED OVER THE LOCATE THE NEW CHICKEE CENTERED OVER THE LOCATION OF THE EXISTING CHICKEE. 7. THE NEW DECK ELEVATION IS TO BE 4 INCHES THE NEW DECK ELEVATION IS TO BE 4 INCHES HIGHER THAN THE EXISTING DECK ELEVATION.

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ROOF POSTS NOT TO BLOCK AISLE.

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16" WIDE BY 6' CHICKEE TABLE SEE DETAIL D, THIS SHEET (TYP 1 PER SIDE)

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START RAILING

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END RAILING

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START RAILING

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START RAILING

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END RAILING

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END RAILING

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LOWER PLATFORM

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LADDER

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LADDER

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LADDER

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ALUMINUM PILE CAPS

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SCALE A

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FENDER PILES--SEE DETAIL B THIS SHEET.

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RAIL POST (TYP)

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RAIL POST (TYP)

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COMPOSITE LUMBER FASCIA

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PILE

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PILE

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PILE

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ROOF EDGE

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SCALE:

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ROOF PLAN

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SCALE A

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BACK EDGE

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METAL ROOF OVER PLYWOOD DECKING

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ALUMINUM ROOF COLUMNS

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ALUMINUM OUTER FRAME

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ALUMINUM ROOF BEAMS

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ALUMINUM ROOF PURLINS

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COMPOSITE LUMBER FASCIA OVER ALUMINUM FRAME

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5-V CRIP METAL ROOF PANELS

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UNDERLAYMENT

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PLYWOOD

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ALUMINUM ROOF COLUMNS

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ALUMINUM ROOF STRUCTURE OUTER FRAME

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ALUMINUM ROOF BEAMS

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ALUMINUM ROOF PURLINS

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COMPOSITE LUMBER FASCIA OVER ALUMINUM ROOF FRAME

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ALUMINUM FLASHING

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FIBERGLASS GRADED DECKING

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ALUMINUM PILE CAPS

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COMPOSITE LUMBER FASCIA OVER ALUMINUM DECK STRUCTURE AND EDGE OF DECKING.

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ALUMINUM DECK STRUCTURE OUTER FRAME

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SCALE:

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CONSTRUCTION DETAIL

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NO SCALE

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4X4 COMPOSITE LUMBER FENDER PILE

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CHICKEE DECK STRUCTURE

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PUSH FENDER PILE THROUGH SOFT MUD TO ROCK.

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ALUMINUM U-SHAPED BRACKETS TO SECURE FENDER PILE

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FENDER PILE DETAIL

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NO SCALE

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LAKE BOTTOM

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LIMESTONE ROCK

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SOFT MUD

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2X8 (SIX-FOOT LONG) ALUMINUM PLANKS FOR BACKSPLASH AND TABLE TOP

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ATTACH TO ALUMINUM ROOF COLUMNS

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WELDED BRACKET MAKE FROM ALUMINUM ANGLE OR SQUARE TUBING (TWO REQUIRED)

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SCALE:

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CHICKEE TABLE DETAIL

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NO SCALE

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SCALE:

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RAIL DETAIL

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NO SCALE

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ATTACH RAIL POST TO ALUMINUM FRAME

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COMPOSITE FASCIA BOARD

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COMPOSITE RAIL POST

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COMPOSITE RAIL

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COMPOSITE RAIL

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ATTACH PILE BRACKET TO DECK FRAME

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COMPOSITE FASCIA BOARD

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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W.H.SHELLEY

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WHS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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TYPICAL FLORIDA BAY CHICKEE

SITE NAME

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SCALE A

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SCALE:

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SIDE ELEVATION

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SCALE A

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CHICKEE TABLE

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ALUMINUM ROOF BEAMS

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ALUMINUM PIPE CAPS

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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE

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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE

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ALUMINUM ROOF COLUMNS

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12X12 PILE

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PORTABLE RESTROOM

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SIDE ELEVATION

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LOWER PLATFORM

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LOWER PILE CAP

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UPPER PILE CAP

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RAILING

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CAMPING PLATFORM BEHIND

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BACK CAMPING PLATFORM PILE BEHIND

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FENDER PILES SEE DETAIL B SHEET __ (3 TYPICAL EACH SIDE)

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RAILING

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FIBERGLASS DECKING

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FRONT ELEVATION

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CHICKEE TABLE SEE DETAIL D THIS SHEET (TYPICAL 1 PER SIDE)

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LADDER

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REINSTALL PORTABLE RESTROOM

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BOLT RESTROOM DOWN TO DECK

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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE

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8' LADDER

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ALUMINUM PIPE CAPS

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12'X12" CONCRETE PILE

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CARVED WOOD SIGN (RIGHT SIDE ONLY)

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FENDER PILES EXTEND UP TO MAKE RAIL POST WHERE NECESSARY

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FINISHED LOWER DECK ELEVATION

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APPROXIMATE TOP OF LINEROCK

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WATERLINE VARIES WITH TIDES

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LOWER PLATFORM

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RAILING SEE DETAIL C, SHEET __

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RAIL POST

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REFERENCE ELEVATION (TOP OF THE EXISTING LOWER DECK)

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FINISHED UPPER DECK ELEVATION

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DEPTH CHART

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SHARK POINT CHICKEE

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JOHNSON KEY CHICKEE

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REFERENCE ELEVATION TO MUD LINE

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REFERENCE ELEVATION TO ROCK

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APPROXIMATE MUD LINE

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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W.H.SHELLEY

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WHS

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NPS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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TYPICAL FLORIDA BAY CHICKEE

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TRIM MANGROVES BRANCHES OVERHANGING DOCK

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EXISTING EDGE OF MANGROVES

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MLLW

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MHHW

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FRONT OF EXISTING DOCK

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EXISTING EDGE OF MANGROVES

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CENTERLINE OF EXISTING DOCK

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INSTALL TURBIDITY CURTAIN AROUND SITE

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REMOVE EXISTING 90 SF PLATFORM IN ITS ENTIRETY.

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EXISTING EDGE OF MANGROVES

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PLATFORM (AREA=308 SF, 150 SF BELOW MHHW AND 158 SF ABOVE MHHW)

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MLLW

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MHHW

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FRONT OF EXISTING DOCK

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EXISTING EDGE OF MANGROVES

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CENTERLINE OF EXISTING DOCK

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RELOCATE PORTABLE TOILETS TO NEW PLATFORM

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INSTALL TURBIDITY CURTAIN AROUND SITE

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AREA OF MANGROVES ON THE KEY 134,600 SF

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DOCK

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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W.H.SHELLEY

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WHS

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NPS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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LITTLE RABBIT KEY SITE PLAN

AutoCAD SHX Text DEMOLITION NOTES: THE EXISTING STRUCTURE IS MADE WITH 4X4 PILES, 2X LUMBER, AND COMPOSITE WOOD DECKING. THE CONTRACTOR SHALL REMOVE THE OLD STRUCTURES IN THEIR ENTIRETY. ALL OLD PILES SHALL BE PULLED OUT AND REMOVED. NO DEBRIS SHALL BE ALLOWED TO FALL INTO THE WATER. THE EXISTING PORTABLE TOILETS SHALL BE SALVAGED AND REINSTALLED ON THE NEW PLATFORM. ALL EXISTING WOOD IS PRESSURE TREATED

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MAP OF LITTLE RABBIT KEY

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DEMOLITION PLAN

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CONSTRUCTION PLAN

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SCALE OF FEET

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SCALE OF FEET

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FOR PILES IN WATER MINIMUM DEPTH OF PILE INTO ROCK = 6'-0" OR MINIMUM DEPTH INTO SANDY SOIL = 8'-0" SOFT MUD DOES NOT COUNT TOWARD EMBEDMENT

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FRONT EDGE OF EXISTNG DOCK

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DECK ELEVATION OF EXISTNG DOCK

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SLOPE DOWN TO MATCH LOWER PLATFORM DO NOT EXCEED -4.0% SLOPE

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END ELEVATION 3" ABOVE EXISTING GRADE. ADD FILL TO BRING GRADE UP TO MATCH DOCK.

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APPROXIMATE ELEVATION OF LIMEROCK

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SEA BOTTOM

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CENTER LINE OF THE EXISTNG DOCK

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PLATFORM ELEVATION

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PLATFORM PLAN

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FIBERGLASS DECKING

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COMPOSITE LUMBER FACIA

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FENDER PILES (4 EACH SIDE AT 6' OC)

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CONCRETE PILE

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ALUMINUM PILE CAP

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ALUMINUM FRAME

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DECK ELEVATION OF NEW DOCK

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CONCRETE PILE

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ALUMINUM PILE CAP

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SCALE A

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8" CLEAT (4 EACH SIDE AT 7' OC)

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FENDER PILE SEE DETAIL B SHEET 7

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FENDER PILE

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8" CLEAT

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CONCRETE PILE

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CONCRETE PILE

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MEAN HIGHER HIGH WATER (MHHW)

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MEAN LOWER LOW WATER (MLLW)

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FIBERGLASS DECKING

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PORTABLE RESTROOMS BOLTED TO DECK

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CONCRETE PILE

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ALUMINUM PILE CAP

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ALUMINUM FRAME

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DOCK LEVEL

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ATTACHED RESTROOMS TO DECK WITH " BOLTS IN EACH CORNER.12" BOLTS IN EACH CORNER.

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PLATFORM LEVEL

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SLOPE UP TO MATCH UPPER DOCK

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DECK ELEVATION OF EXISTNG DOCK

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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W.H.SHELLEY

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WHS

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NPS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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LITTLE RABBIT KEY PLATFORM PLAN AND ELEVATION

FIBERGLASS GRADED DECKING

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ALUMINUM PILE CAPS

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COMPOSITE LUMBER FASCIA OVER ALUMINUM DECK STRUCTURE AND EDGE OF DECKING.

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ALUMINUM DECK STRUCTURAL FRAME

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SCALE:

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PLATFORM CONSTRUCTION DETAIL

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NO SCALE

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4X4 COMPOSITE LUMBER FENDER PILE

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PLATFORM STRUCTURE

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PUSH FENDER PILE THROUGH SOFT MUD TO ROCK.

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ALUMINUM U-SHAPED BRACKETS TO SECURE FENDER PILE

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SCALE:

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FENDER PILE DETAIL

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NO SCALE

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SEA BOTTOM

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LIMESTONE ROCK

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SOFT MUD

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ATTACH PILE BRACKET TO DECK FRAME

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COMPOSITE FASCIA BOARD

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CONCRETE PILE

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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AutoCAD SHX Text 191,407

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W.H.SHELLEY

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WHS

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NPS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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LITTLE RABBIT KEY DETAILS

WATSON RIVER

SCALE:

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FRONT ELEVATION

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SCALE A

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SCALE A

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ALUMINUM PIPE CAPS

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10" TIMBER PILE

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WATSON FLOOR PLAN

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AutoCAD SHX Text NOTES: THE WORK IS TO SPLICE EXTENSIONS ONTO THE EXISTING PILES THEN JACK UP STRUCTURE TO THE NEW HEIGHT, RE-BOLTING EXISTING PILE CAP CHANNELS TO THE NEW PILE EXTENSIONS. APPROXIMATE WEIGHT OF STRUCTURE (NOT INCLUDING PILES) IS 7,500 LBS. CONTRACTOR SHALL JACK UP THE DECK EVENLY TO NOT BEND STRUCTURE. REMOVE FIBERGLASS DECKING TO ACCESS PILES AND REINSTALL WHEN COMPLETE.

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4X4 BUMPER PILES (5 TYP)

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PROPOSED ELEVATION OF DECK

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EXISTING ELEVATION OF DECK

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4X4 ROOF COLUMNS (6 TYP))

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PILES AND PILE CAPS BELOW DECK

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TABLE CONNECTED TO ROOF COLUMNS

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EXISTING ALUMINUM PIPE CAPS CS10X8.36

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EXISTING 12" TIMBER PILE

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NEW LOCATION OF ALUMINUM PIPE CAPS

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TIMBER PILE EXTENSION.

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58" BOLTS (TYP)

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CS4X2.33

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TRIM PILE EXTENSION TO MATCH EXISTING PILE DIAMETER

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CUT TIMBER PILE EXTENSION TO MATCH TOP OF EXISTING PILE

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CS4X2.33

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NEW DECK ELEVATION

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EXISTING DECK ELEVATION

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58" BOLTS (TYP)

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EXISTING ALUMINUM PIPE CAPS CS10X8.36

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SECTION

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PLAN

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SCALE:

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PILE EXTENSION DETAIL

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SCALE A

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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AutoCAD SHX Text 191,407

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W.H.SHELLEY

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WHS

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NPS

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BACKCOUNTRY

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EVERGLADES NATIONAL PARK

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WATSON RIVER CHICKEE MODIFICATIONS

Sheets and Views

1 COVER SHEET

2 CHICKEE DEMOLITION PLAN

3 TYPICAL FLORIDA BAY CHICKEE

4 TYPICAL FLORIDA BAY CHICKEE

5 LITTLE RABBIT KEY SITE PLAN

6 LITTLE RABBIT KEY PLATFORM PLAN AND ELEVATION

7 LITTLE RABBIT KEY DETAILS

8 WATSON RIVER CHICKEE MODIFICATIONS

File details come from the government source that posted it. Updated Aug 16, 2025.