Sol_140P5424R0005_Attach__0002_-Drawings_Gulf_Coast_Chickees.pdf
PDF 5 MB Posted
- Attached to
- REPLACE GULF COAST CHICKEES Federal contract opportunity
- Solicitation number
- 140P5424R0005
About this file
This document contains construction drawings for the Replace Gulf Coast Chickees project within Everglades National Park. The drawings provide details on the demolition and replacement of three existing chickee structures - Lostmans 5, Plate Creek, and Sweetwater - located in the backcountry region of the park. Key details include:
The project involves removing the existing dock, camping platforms, and chickee structures, and installing new aluminum-framed double chickee structures. The new chickee designs include composite lumber decking, corrugated plastic roofs, and portable restrooms. Soil probes were conducted to determine pile depths and soil conditions. The new dock and camping platforms will be elevated approximately 4 inches higher than the existing structures. The total over-the-water area for the new structures is 899 square feet. The drawings include construction details, site plans, demolition plans, and specifications for the replacement chickees.
This project is solicitation number 140P5424R0005, issued by the National Park Service Southeast Region for the Department of the Interior. The solicitation is for the construction services to Replace Gulf Coast Chickees within Everglades National Park.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P5424R0005_Amd_0002.pdf | ||
| Sol_140P5424R0005__Amend__0002_Attach__0005-PPQ_0002.pdf | ||
| Sol_140P5424R0005_Amendment_0002_Attach__0006-_Q___A_2_0002.pdf | ||
| Sol_140P5424R0005_Amend__0001_Attach__0004-Q___A_0001.pdf | ||
| Sol_140P5424R0005_Amd_0001.pdf | ||
| Sol_140P5424R0005_Attach__0003-WD_FL20230110.pdf | ||
| Sol_140P5424R0005.pdf | ||
| Sol_140P5424R0005_Attach__0001-SOW_Gulf_Coast_Chickees.pdf |
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Text version
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SWEETWATER BAY CHICKEE
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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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THIS PROJECT
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THIS PROJECT
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PLATE CREEK BAY CHICKEE
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LOSTMANS 5 BAY CAMPSITE
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FLORIDA BAY
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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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OF
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TITLE OF SHEET
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REPLACE GULF COAST CHICKEES
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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
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INDEX
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SHEET NUMBER
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SUB-SHEET NUMBER
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SHEET TITLE
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REPLACE GULF COAST CHICKEES
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GULF COAST BACKCOUNTY AREA MAP
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DEMOLISION PLAN LOSTMANS 5 SITE
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DEMOLITION PLAN PLATE CREEK CHICKEE
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DEMOLITION PLAN SWEETWATER CHICKEE
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LOSTMANS 5 BAY SITE PLAN AND SECTIONS
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TYPICAL DOUBLE CHICKEE PLAN
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TYPICAL DOUBLE CHICKEE SECTIONS
WILDERNESS WATERWAY
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LOSTMANS RIVER
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CHATHAM RIVER
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GULF OF MEXICO
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EVERGLADES CITY
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CHOKOLOSKEE
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INDIAN KEY PASS
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WILDERNESS WATERWAY (CONTINUES TO FLAMINGO)
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ACCESS ROUTES
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MILES
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BACKGROUND IS NOAA CHART 11430
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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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OF
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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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GULF COAST BACKCOUNTY AREA MAP
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CAMPING PLATFORM
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CAMPING PLATFORM
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DOCK
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SCALE:
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PLAN
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AS SHOWN
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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4X4 WOOD PILES
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2X6 WOOD PILE CAPS AND JOISTS
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2X6 COMPOSITE WOOD DECKING
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AutoCAD SHX Text DEMOLITION NOTES: THE CONTRACTOR SHALL REMOVE THE OLD DOCK AND CAMPING PLATFORM 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 RESTROOM AND PICNIC TABLE SHALL BE SALVAGED AND REINSTALLED ON THE NEW STRUCTURE.
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PICNIC TABLE (SALVAGE AND REINSTALL)
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SCALE:
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ELEVATION
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AS SHOWN
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PICNIC TABLE (SALVAGE AND REINSTALL)
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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EDGE OF TREELINE
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SHORELINE VARIES WITH TIDE
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BENCHMARK ELEVATION=0.00' TOP OF DECK AT CORNER
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SOIL PROBE LOCATION
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ELEVATION OF THE EXISTING DOCK 0"
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TOP OF EXISTING DECK = 0.0'
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TOP OF MUD = -3.8'
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TOP OF FIRM SOIL= -5.5'
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TOP LIME ROCK= -8.3'
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WATER SURFACE VARIES
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SCALE:
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SOIL PROBE
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NO SCALE
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CENTERLINE OF EXISTING DOCK
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BACK EDGE OF EXISTING CAMPING PLATFORM
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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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OF
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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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DEMOLISION PLAN LOSTMANS 5 SITE
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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CORRUGATED PLASTIC ROOF
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4X4 WOOD POSTS
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4X4 WOOD PILES
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2X6 WOOD PILE CAPS AND JOISTS
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2X6 COMPOSITE WOOD DECKING
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2X6 ROOF FRAMING
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AutoCAD SHX Text DEMOLITION NOTES: THE CONTRACTOR SHALL REMOVE THE OLD CHICKEE STRUCTURE IN ITS ENTIRETY INCLUDING THE FOUR OLD PILES WEST OF THE STRUCTURE. ALL OLD PILES SHALL BE PULLED OUT AND REMOVED. NO DEBRIS SHALL BE ALLOWED TO FALL INTO THE WATER. THE EXISTING PORTABLE RESTROOM SHALL BE SALVAGED AND REINSTALLED ON THE NEW CHICKEE.
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ROOF LINE
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REMOVE FOUR ADDITIONAL OLD WOOD PILES
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SCALE:
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PLAN
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AS SHOWN
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SCALE:
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ELEVATION
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AS SHOWN
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TOP OF EXISTING DECK = 0.0'
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TOP OF MUD = -7.9'
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TOP OF FIRM SOIL= -11.3'
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TOP LIME ROCK= -12.6'
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WATER SURFACE VARIES
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SCALE:
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SOIL PROBE
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NO SCALE
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EDGE OF TREELINE
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SHORELINE VARIES WITH TIDE
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BENCHMARK ELEVATION=0.00' TOP OF DECK AT CORNER OF WALKWAY
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SOIL PROBE LOCATION
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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CENTERLINE OF EXISTING CAMPING PLATFORM
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BACK EDGE OF EXISTING CAMPING PLATFORM
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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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OF
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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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DEMOLITION PLAN PLATE CREEK CHICKEE
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4X4 PRESSURE TREATED WOOD
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CORRUGATED PLASTIC ROOF
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AutoCAD SHX Text DEMOLITION NOTES: 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 RESTROOM SHALL BE SALVAGED AND REINSTALLED ON THE NEW CHICKEE.
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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2X6 COMPOSITE WOOD DECKING
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ROOF LINE
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PLAN
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AS SHOWN
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ELEVATION
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BENCHMARK ELEVATION=0.0' TOP OF DECK
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SOIL PROBE LOCATION #1
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SOIL PROBE LOCATION #2
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SOIL PROBE LOCATION #3
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0.0' TOP OF EXISTING DECK
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-10.4' TOP OF MUD
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-12.6' TOP OF LIME ROCK
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SCALE:
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SOIL PROBE
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NO SCALE
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14.3' DEPTH LIMIT OF SOIL PROBE
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WATER SURFACE VARIES
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-14.3' DEPTH LIMIT OF SOIL PROBE
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PROBE LOCATION #1
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-9.8' TOP OF MUD
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-10.3' TOP OF MUD
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NOTE: FIRM SOIL OR ROCK WAS NOT REACHED IN HOLES #1 AND #3
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PROBE LOCATION #2
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PROBE LOCATION #3
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4X4 WOOD POSTS
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2X6 ROOF FRAMING
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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CENTERLINE OF EXISTING CHICKEE
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BACK EDGE OF EXISTING CAMPING PLATFORM
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DATE:
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DESIGNED:
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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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DEMOLITION PLAN SWEETWATER CHICKEE
NOTES: 1. ALUMINUM STRUCTURAL MEMBERS ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE SPECIFICATIONS FOR DESIGN OF THE ALUMINUM STRUCTURE. 2. SEE DETAIL A ON SHEET 6 FOR SEE DETAIL A ON SHEET 6 FOR CONSTRUCTION DETAILS AND DETAIL B ON SHEET 6 FOR FENDER PILE DETAILS. 3. SUPPORT SHALL BE UNDER ALL SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING 4. OUTER EDGE OF FLOOR SHALL OUTER EDGE OF FLOOR SHALL BE RECTANGULAR TUBE STEEL OR C CHANNEL WITH THE FLAT FACE TO THE OUTSIDE. 5. AT ALL POINTS WHERE THE 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. 6. TOTAL DECK AREA OF DOCK AND TOTAL DECK AREA OF DOCK AND CAMPING PLATFORM IS 783 SF. OVER-THE-WATER AREA OF THIS STRUCTURE IS 399 SF.
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BOLT RESTROOM TO DECK
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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE
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FENDER PILES
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ALUMINUM PILE BENT
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ELEVATION OF THE EXISTING DOCK = 0"
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ALUMINUM DECK JOISTS
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FIBERGLASS DECKING
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PORTABLE RESTROOM
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ALUMINUM DECK STRUCTURE OUTER FRAME
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CAMPING DECK PILES
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ALUMINUM DECK STRUCTURE OUTER FRAME
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LADDER
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LADDER
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FIBERGLASS DECKING
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CENTERLINE OF EXISTING DOCK
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BACK EDGE OF EXISTING CAMPING PLATFORM
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ELEVATION OF CAMPING PLATFORM +16"
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ELEVATION OF NEW DOCK +6"
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PILE TABLE LOSTMANS 5
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DOCK PILES
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CAMPING DECK PILES
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PILE BUTT DIAMETER
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10" DIAMETER
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6" DIAMETER
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PILE EMBEDMENT
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6' MINIMUM INTO FIRM SOIL OR 4' MINIMUM INTO LIME ROCK
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4' MINIMUM INTO FIRM SOIL OR 3' MINIMUM INTO LIME ROCK
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SEE DEMOLITION PLAN FOR SOIL PROBE OF EXISTING CONDITIONS.
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PILE ROW
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PILE ROW
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PILE ROW
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PILE ROW
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PILE ROW
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PILE ROW
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PILE BENT
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PILE BENT
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PILE BENT
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PILE BENT
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PILE BENT
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PILE BENT
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PILE BENT
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16" WIDE BY 6' CHICKEE TABLE SEE DETAIL B THIS SHEET. (TYP 1 PER SIDE)
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PILE ROW
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FIBERGLASS DECKING
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ALUMINUM DECK JOISTS
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PILE ROW
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PILE ROW
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PILE BENT
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PILE BENT
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FENDER PILES (5 ALONG FRONT OF DOCK), SEE DETAIL B, SHEET 7.
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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE
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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE
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ADDITIONAL PILES TO SUPPORT WALKWAY.
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6" CLEAT (3 TOTAL ON FRONT SIDE OF DOCK.)
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FIBERGLASS GRADED DECKING
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COMPOSITE LUMBER FASCIA OVER ALUMINUM DECK STRUCTURE AND EDGE OF DECKING.
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COVER TOP OF PILES WITH CAP
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ALUMINUM DECK STRUCTURE OUTER FRAME
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EDGE STRIP
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SCALE:
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DOCK AND CAMPING PLATFORM
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CONSTRUCTION DETAIL
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NO SCALE
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2X8 (SIX-FOOT LONG) ALUMINUM PLANKS BACKSPLACH AND TABLE TOP
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4X4 ALUMINUM POSTS
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WELDED BRACKET MAKE FROM ALUMINUM ANGLE OR SQUARE TUBING (TWO REQUIRED)
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SCALE:
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TABLE DETAIL
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NO SCALE
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ATTACH ALUMINUM POSTS TO EDGE OF DECK
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CAP TOP OF POST
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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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OF
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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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LOSTMANS 5 BAY SITE PLAN AND SECTIONS
FIBERGLASS DECKING
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FENDER PILES (3 ALONG FRONT OF EACH PLATFORM), 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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BUMPER PILES (THREE ALONG CENTER DECK). SEE DETAIL B THIS SHEET.
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ROOF EDGE
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LADDER (TYP 1 PER SIDE)
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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 A SHEET 9. (TYP 1 PER SIDE)
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6" CLEAT (8 TOTAL, ONE PER CORNER FOR EACH PLATFORM)
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SCALE:
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ROOF PLAN
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SCALE A
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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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MARINE GRADE 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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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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COVER TOP OF PILES WITH CAP
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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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DRIVE 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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LAKE BOTTOM
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LIMESTONE ROCK
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SOFT MUD
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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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OF
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TITLE OF SHEET
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DRAWN:
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AutoCAD SHX Text 187,252
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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 DOUBLE CHICKEE PLAN
SWEETWATER
PORTABLE RESTROOM
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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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FENDER PILES
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ALUMINUM ROOF COLUMNS
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10 TIMBER PILE
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PILE TABLE SWEETWATER AND PLATE CREEK CHICKEES
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PILE BUTT DIAMETER
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14" DIAMETER
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PILE EMBEDMENT
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8' MINIMUM INTO FIRM SOIL OR 6' MINIMUM INTO LIME ROCK
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SEE DEMOLITION PLAN FOR SOIL PROBE OF EXISTING CONDITIONS
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FIBERGLASS DECKING
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SCALE:
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FRONT ELEVATION
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SCALE A
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CHICKEE TABLE SEE DETAIL A THIS SHEET (TYP 1 PER SIDE)
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LADDER (TYP 1 PER SIDE)
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LAKE BOTTOM
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FIRM SOIL OR LIMESTONE ROCK
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REINSTALL PORTABLE RESTROOM
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BOLT RESTROOM DOWN TO FLOOR
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SOFT MUD
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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE
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ALUMINUM PIPE CAPS
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LADDER
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FACIAL
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ALUMINUM PIPE CAPS
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TIMBER PILE SEE PILE TABLE FOR SIZE
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CARVED WOOD SIGN (RIGHT SIDE ONLY)
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FENDER PILES
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FINISHED DECK ELEVATION
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EXISTING DECK ELEVATION
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2X8 (SIX-FOOT LONG) ALUMINUM PLANKS BACKSPLACH 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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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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OF
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TITLE OF SHEET
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DRAWN:
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AutoCAD SHX Text 187,252
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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 DOUBLE CHICKEE SECTIONS
| Sheets and Views |
| 1 REPLACE GULF COAST CHICKEES |
| 2 GULF COAST BACKCOUNTY AREA MAP |
| 3 DEMOLISION PLAN LOSTMANS 5 SITE |
| 4 DEMOLITION PLAN PLATE CREEK CHICKEE |
| 5 DEMOLITION PLAN SWEETWATER CHICKEE |
| 6 LOSTMANS 5 BAY SITE PLAN AND SECTIONS |
| 7 TYPICAL DOUBLE CHICKEE PLAN |
| 8 TYPICAL DOUBLE CHICKEE SECTIONS |
File details come from the government source that posted it. Updated .