A06_2021_11_01_CHICKEE_DRAWINGS_0001.pdf
PDF 3 MB Posted
- Attached to
- REPLACE 3 CHICKEES AND ECHO POND DECK FOR EVERGLAD Federal contract opportunity
- Solicitation number
- 140P5422R0001
About this file
This set of construction drawings and specifications is for replacing three backcountry chickees and the Echo Pond deck in Everglades National Park. The project involves demolishing the existing structures and constructing new elevated aluminum chickees at Hell's Bay, Shark River, and Watson River, as well as a new fiberglass deck at Echo Pond. The drawings depict the existing conditions, demolition plans, and design of the new structures. Sheet one provides an index of the eleven sheets, which include plans, elevations, sections and construction details. The related federal contract opportunity is to solicit bids for the replacement project under solicitation number 140P5422R0001 for the National Park Service Southeast Region. Contractors should review all provided documents to understand the full scope of the required construction work.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions_0001.docx | DOCX document | |
| Sol_140P5422R0001_Amd_0001.pdf | ||
| Site_Photos_to_Post.pdf | ||
| A04_Scope_of_Work_Chickee_and_Echo.pdf | ||
| Bid_Schedule.docx | DOCX document | |
| B09_QUESTIONNAIRE.pdf | ||
| Sol_140P5422R0001.pdf | ||
| B03_SOL_WAGE_RATES.pdf |
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Text version
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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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FLORIDA BAY
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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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HARNEY RIVER CHICKEE
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SHARK RIVER CHICKEE
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WATSON RIVER CHICKEE
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HELLS BAY CHICKEE
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ECO POND DECK
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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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THREE CHICKEES AND ECHO POND
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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
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SHEET TITLE
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THREE CHICKEES AND ECHO POND
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PROJECT AREA AND ACCESS ROUTES
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HELLS BAY AND HARNEY RIVER DEMOLITION PLANS
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SHARK RIVER AND WATSON RIVER DEMOLITION PLANS
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ECO POND DEMOLITION PLAN
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HELLS BAY CHICKEE PLAN
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HELLS BAY CHICKEE ELEVATIONS
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WATSON RIVER CHICKEE
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SHARK RIVER CHICKEE
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ECHO POND SITE PLAN
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ECHO POND DECK
BUTTONWOOD CANAL
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TARPON CREEK
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EAST RIVER
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LITTLE SHARK RIVER
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SHARK RIVER
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HARNEY RIVER
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HARNEY RIVER CHICKEE
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SHARK RIVER CHICKEE
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WATSON RIVER CHICKEE
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HELLS BAY CHICKEE
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ECO POND
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SCALE IN MILES
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EAST RIVER IS NARROW (40'+/-) AND WINDING
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BUTTONWOOD CANAL IS NARROW (40'+/-)
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GULF OF MEXICO
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FLORIDA BAY
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MAIN PARK ROAD
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FLAMINGO MARINA
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BUTTONWOOD CANAL BRIDGE CLEARANCE 11.5'
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PROJECT AREA MAP
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AS SHOWN
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WHITEWATER BAY
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PROJECT SITES
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ACCESS ROUTES
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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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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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PROJECT AREA AND ACCESS ROUTES
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SCALE:
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FRONT ELEVATION
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SCALE A
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SCALE A
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PORTABLE RESTROOM (SALVAGE AND REINSTALL)
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CORRUGATED PLASTIC ROOF
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SCALE:
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HELLS BAY
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EXISTING CHICKEE PLAN
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SCALE A
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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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SCALE:
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OLD HARNEY RIVER
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EXISITING CHICKEE PLAN
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FRONT ELEVATION
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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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PORTABLE RESTROOM
AutoCAD SHX Text NOTE: HARNEY RIVER IS DEMOLISION ONLY. THERE IS NO NEW CONSTRUCTION AT HARNEY RIVER.
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ROOF OVERHANG
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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 PORTA-POTTY SHALL BE SALVAGED AND REINSTALLED ON THE NEW CHICKEE.
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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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HELLS BAY AND HARNEY RIVER DEMOLITION PLANS
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HELLS BAY CHICKEE
OLD HARNEY RIVER CHICKEE
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SCALE:
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WATSON RIVER
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EXISTING CHICKEE PLAN
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SCALE A
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SHARK RIVER
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EXISTING CHICKEE PLAN
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SCALE A
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WATSON RIVER
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FRONT ELEVATION
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SCALE A
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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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SCALE:
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SHARK RIVER
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FRONT ELEVATION
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SCALE A
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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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PORTABLE RESTROOM
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PORTABLE RESTROOM
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SCALE A
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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 PORTA-POTTY SHALL BE SALVAGED AND REINSTALLED ON THE NEW CHICKEE.
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DATE:
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DESIGNED:
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SUB SHEET 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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SHARK RIVER AND WATSON RIVER DEMOLITION PLANS
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WATSON RIVER CHICKEE
SHARK RIVER CHICKEE
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SCALE:
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ECO POND
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EXISTING OBSERVATION DECK
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SCALE A
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WOOD RAILINGS HAND RAILING
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2X6 WOOD DECKING STRUCTURE UNDERNEATH IS 2X8 PILE CAPS AND STRINGERS
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SCALE A
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AutoCAD SHX Text CUT AND CAP EXISTING 6" PIPE AT A POINT ATLEAST TWO FEET UNDERGROUND. REMOVE DOWNSTREAM ABOVE GROUND PIPING.
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EXISTING ABANDON 6" DISCHARGE PIPE ABOVE GROUND UNDER DECK
AutoCAD SHX Text DEMOLITION NOTES: THE CONTRACTOR SHALL REMOVE THE OLD DECK STRUCTURE IN ITS ENTIRETY INCLUDING THE 6" PIPING.ALL OLD PILES SHALL BE PULLED OUT AND REMOVED. NO DEBRIS SHALL BE ALLOWED TO FALL INTO THE WATER. ADDITIONAL MISCELLANEOUS DEMOLITION WORK IS SHOWN ON THE ECHO POND SITE PLAN, SHEET 10.
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W H SHELLEY
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BACKCOUNTRY
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EVERGLADES NATIONAL PARK
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ECO POND DEMOLITION PLAN
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EXISTING ECHO POND DECK
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EXISTING ECHO POND DECK
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TYPICAL 4X4 PILES TO BE REMOVED
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ABANDONED VALVE BOX TO BE REMOVED
SEE SHEET 10 FOR THE LOCATION OF THE 4X4 PILES AND THE VALVE BOX TO BE REMOVED.
FIBERGLASS DECKING
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FENDER PILES (3 ALONG FRONT OF EACH PLATFORM), SEE DETAIL B THIS SHEET.
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FLOOR PLAN
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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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16" WIDE BY 6' SHELF WITH BACKSTOP ATTACHED TO ROOF COLUMNS. (TYP 1 PER SIDE)
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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. INSTALL DECK AT THE SAME ELEVATION AS THE INSTALL DECK AT THE SAME ELEVATION AS THE EXISTING DECK. THE EXISTING DECK IS APPROXIMATELY 1' ABOVE MHW AND APPROXIMATELY 2.5' ABOVE MLW. 5. 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. 7. THE OVER-THE-WATER AREA OF THIS STRUCTURE THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 499 SF.
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ROOF PLAN
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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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CONSTRUCTION DETAIL
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SCALE B
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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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FENDER PILE DETAIL
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LAKE BOTTOM
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LIMESTONE ROCK
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SOFT MUD
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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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HELLS BAY CHICKEE PLAN
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PORTABLE RESTROOM
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SCALE A
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SHELF
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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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FIBERGLASS DECKING
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FRONT ELEVATION
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SHELF WITH BACKSTOP (TYP 1 PER SIDE)
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LADDER (TYP 1 PER SIDE)
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LAKE BOTTOM
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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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10 TIMBER PILE
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LADDER
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FACIAL
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ALUMINUM PIPE CAPS
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10 TIMBER PILE
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CARVED WOOD SIGN (RIGHT SIDE ONLY)
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FENDER PILES
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FINISHED FLOOR ELEVATION TO MATCH EXISTING STRUCTURE.
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. INSTALL DECK AT THE SAME ELEVATION AS THE INSTALL DECK AT THE SAME ELEVATION AS THE EXISTING DECK. THE EXISTING DECK IS APPROXIMATELY 1' ABOVE MHW AND APPROXIMATELY 2.5' ABOVE MLW. 5. 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. 7. THE OVER-THE-WATER AREA OF THIS STRUCTURE THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 499 SF.
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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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HELLS BAY CHICKEE ELEVATIONS
WATSON RIVER
PORTABLE RESTROOM
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SCALE:
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FRONT ELEVATION
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SCALE A
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SCALE A
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16" WIDE BY 6' SHELF ATTACHED TO ROOF COLUMNS.
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LAKE BOTTOM
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LIMESTONE ROCK
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BOLT RESTROOM TO DECK
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SOFT MUD
AutoCAD SHX Text NOTES: 1. SEE DETAIL A ON SHEET 6 FOR CONSTRUCTION DETAILS AND DETAIL B ON SHEET 6 FOR SEE DETAIL A ON SHEET 6 FOR CONSTRUCTION DETAILS AND DETAIL B ON SHEET 6 FOR FENDER PILE DETAILS. 2. ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE SPECIFICATIONS ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE SPECIFICATIONS FOR DESIGN OF THE ALUMINUM STRUCTURE. 3. SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING 4. OUTER EDGE OF FLOOR AND ROOF SHALL BE RECTANGULAR TUBE STEEL OR C CHANNEL OUTER EDGE OF FLOOR AND ROOF SHALL BE RECTANGULAR TUBE STEEL OR C CHANNEL WITH THE FLAT FACE TO THE OUTSIDE. 5. INSTALL DECK AT THE SAME ELEVATION AS THE EXISTING DECK. THE EXISTING DECK IS INSTALL DECK AT THE SAME ELEVATION AS THE EXISTING DECK. THE EXISTING DECK IS APPROXIMATELY 1' ABOVE MHW AND APPROXIMATELY 2.5' ABOVE MLW. 6. AT ALL POINTS WHERE THE ALUMINUM STRUCTURE AND THE TREATED PILES TOUCH, INSTALL 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. 7. THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 262 SF. THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 262 SF. 8. THE LOCATION OF THE NEW STRUCTURE SHALL BE IN THE SAME LOCATION AS THE EXISTING, THE LOCATION OF THE NEW STRUCTURE SHALL BE IN THE SAME LOCATION AS THE EXISTING, EXCEPT MINOR ADJUSTMENTS AS NEEDED TO PROVIDE A 10' MINIMUM SEPARATION BETWEEN THIS STRUCTURE AND THE ADJACENT MANGROVES.
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ALUMINUM PIPE CAPS
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10" TIMBER PILE
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FENDER PILES (3 ALONG FRONT OF CAMPING PLATFORM), SEE DETAIL B ON SHEET 6.
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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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SHELF WITH BACKSTOP
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LADDER
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REINSTALL PORTABLE RESTROOM
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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE
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SCALE:
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SIDE ELEVATION
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SCALE A
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SHELF
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ROOF BEAMS
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ALUMINUM ROOF COLUMNS
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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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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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CARVED WOOD SIGN
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SCALE:
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WATSON FLOOR PLAN
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SCALE A
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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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FENDER PILES
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FENDER PILES (2 ALONG FRONT OF RESTROOM PLATFORM.
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FENDER PILES
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FINISHED FLOOR ELEVATION TO MATCH EXISTING STRUCTURE
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ALUMINUM DECK STRUCTURE OUTER FRAME
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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 175,278
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W H SHELLEY
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WHS
AutoCAD SHX Text 11/01/2021
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BACKCOUNTRY
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EVERGLADES NATIONAL PARK
AutoCAD SHX Text 306351
WATSON RIVER CHICKEE
SHARK RIVER
PORTABLE RESTROOM
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SCALE:
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FRONT ELEVATION
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SCALE A
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SCALE A
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SCALE:
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SHARK RIVER
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FLOOR PLAN
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SCALE A
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16" WIDE BY 6' SHELF ATTACHED TO ROOF COLUMNS.
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LAKE BOTTOM
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BOLT RESTROOM TO DECK
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ALUMINUM PIPE CAPS
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10" TIMBER PILE
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FENDER PILES (3 ALONG FRONT OF EACH PLATFORM), SEE DETAIL B ON SHEET 6.
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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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ALUMINUM ROOF COLUMNS (TYP)
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PILE (TYPICAL EACH CORNER OF PLATFORM
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SHELF WITH BACKSTOP
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LADDER
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REINSTALL PORTABLE RESTROOM
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COMPOSITE LUMBER FASCIA OVER ALUMINUM STRUCTURE
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SCALE:
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SIDE ELEVATION
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SCALE A
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SHELF
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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 FRAME
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SCALE:
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ROOF PLAN
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SCALE A
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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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BACK EDGE
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COMPOSITE LUMBER FASCIA OVER ALUMINUM FRAME
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METAL ROOF OVER PLYWOOD DECKING
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LIMESTONE ROCK
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SOFT MUD
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ALUMINUM DECK STRUCTURE OUTER FRAME
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LADDER
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CARVED WOOD SIGN
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FENDER PILES
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ALUMINUM ROOF COLUMNS
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FENDER PILES
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FINISHED FLOOR ELEVATION TO MATCH EXISTING STRUCTURE
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1. X X 2. X X 3. X X 4. X X NOTES (CONTINUED): 5. INSTALL DECK AT THE SAME ELEVATION AS THE EXISTING DECK. THE EXISTING DECK IS INSTALL DECK AT THE SAME ELEVATION AS THE EXISTING DECK. THE EXISTING DECK IS APPROXIMATELY 1' ABOVE MHW AND APPROXIMATELY 2.5' ABOVE MLW. 6. AT ALL POINTS WHERE THE ALUMINUM STRUCTURE AND THE TREATED PILES TOUCH, INSTALL 60 MIL 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. 7. THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 262 SF. THE OVER-THE-WATER AREA OF THIS STRUCTURE IS 262 SF. 8. THE LOCATION OF THE NEW STRUCTURE SHALL BE IN THE SAME LOCATION AS THE EXISTING, EXCEPT THE LOCATION OF THE NEW STRUCTURE SHALL BE IN THE SAME LOCATION AS THE EXISTING, EXCEPT MINOR ADJUSTMENTS AS NEEDED TO PROVIDE A 10' MINIMUM SEPARATION BETWEEN THIS STRUCTURE AND THE ADJACENT MANGROVES.
AutoCAD SHX Text NOTES: 1. SEE DETAIL A ON SHEET 6 FOR CONSTRUCTION DETAILS AND DETAIL B SEE DETAIL A ON SHEET 6 FOR CONSTRUCTION DETAILS AND DETAIL B ON SHEET 6 FOR FENDER PILE DETAILS. 2. ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. ALUMINUM STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE SPECIFICATIONS FOR DESIGN OF THE ALUMINUM STRUCTURE. 3. SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING 4. OUTER EDGE OF FLOOR AND ROOF SHALL BE RECTANGULAR TUBE OUTER EDGE OF FLOOR AND ROOF SHALL BE RECTANGULAR TUBE STEEL OR C CHANNEL WITH THE FLAT FACE TO THE OUTSIDE.
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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 175,278
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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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SHARK RIVER CHICKEE
EXISTING PATH ON TOP OF DIKE
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ECHO POND
AutoCAD SHX Text DEMOLISH 18 OLD 4X4 PILES IN THIS AREA APPROX GSP COORDINTES N25.13899° W80.93774°
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EXISTING DECK TO BE REPLACED
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ROUTE TO ECO POND DECK
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TO FLAMINGO CAMPGROUND
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SCALE OF FEET
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SCALE:
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ECHO POND AREA
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SCALE A
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SCALE A
AutoCAD SHX Text DEMOLISH ABANDONED VALVE BOX IN TRAIL APPOX GPS COORDINATES N25.13904° W80.93726°
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TO FLAMINGO MARINA
AutoCAD SHX Text 5.0
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AutoCAD SHX Text 3.53
AutoCAD SHX Text 3.3
AutoCAD SHX Text 3.5
AutoCAD SHX Text 3.8
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.8
AutoCAD SHX Text 3.1
AutoCAD SHX Text 2.4
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.5
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MATCH EXISTING
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.4
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5:1 SLOPE
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5:1 SLOPE
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EDGE OF POND
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TREE LINE
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TREE LINE
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EXISTING PATH ON TOP OF DIKE
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PLACE GRAVEL FILL TO MAKE 8" WIDE PATH
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TOE OF FILL SLOPE
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TOE OF FILL SLOPE
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PROPOSED ELEVATION
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EXISTING ELEVATION
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SCALE OF FEET
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SCALE:
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ECO POND DECK PLAN
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SCALE B
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SCALE B
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AutoCAD SHX Text 4.40
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PROTECT VEGETATION DURING WORK
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PROTECT VEGETATION DURING WORK
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AutoCAD SHX Text 0+00
AutoCAD SHX Text 20+00
AutoCAD SHX Text -0+20
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BOTTOM OF RAMP ELEV 4.40'
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MATCH EXISTING GRADE ELEV 4.6'
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RAMP -3.3%
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EXISTING GROUND
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EXISTING PATH ON TOP OF DIKE
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SCALE:
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PROFILE ALONG
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PATH, RAMP AND DECK
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SCALE B
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PROPOSED GROUND
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SCALE:
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TYPICAL CROSSSECTION
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ACROSS PATH
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NO SCALE
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5:1 SLOPE
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CRUSHED LIMEROCK FILL
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EXISTING GROUND
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CROWN CENTER
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-2% SIDE SLOPE
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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 175,278
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W H SHELLEY
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WHS
AutoCAD SHX Text 11/01/2021
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BACKCOUNTRY
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EVERGLADES NATIONAL PARK
AutoCAD SHX Text 306351
ECHO POND SITE PLAN
SCALE:
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ECO POND
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DECK PLAN
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SCALE A
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SCALE:
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ECO POND
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DECK ELEVATION
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SCALE A
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PILE (TYPICAL EACH CORNER OF PLATFORM)
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DECK OUTER FRAME
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ALUMINUM DECK JOISTS AND PILE CAPS
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FIBERGLASS DECKING
AutoCAD SHX Text NOTES: 1. STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE STRUCTURAL MEMBERS SHOWN ARE FOR ILLUSTRATION ONLY. SEE SPECIFICATIONS FOR DESIGN OF THE ALUMINUM STRUCTURE. 2. SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING SUPPORT SHALL BE UNDER ALL SEEMS IN THE DECKING 3. OUTER EDGE OF DECK SHALL BE RECTANGULAR TUBE STEEL OR C OUTER EDGE OF DECK SHALL BE RECTANGULAR TUBE STEEL OR C CHANNEL WITH THE FLAT FACE TO THE OUTSIDE. 4. WATER LEVEL VARIES SEASONALLY FROM ORDINARY HIGH WATER AT WATER LEVEL VARIES SEASONALLY FROM ORDINARY HIGH WATER AT APPROXIMATELY 4' BELOW THE DECK, TO LOW WATER BELOW THE MUD LINE. 5. AT ALL POINTS WHERE THE ALUMINUM STRUCTURE AND THE TREATED 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. THE TOTAL AREA OF THE DECK IS 447 SF. OF THIS, 367 SF IS OVER THE TOTAL AREA OF THE DECK IS 447 SF. OF THIS, 367 SF IS OVER WETLANDS AND 80 SF IS OVER UPLANDS.
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FIBERGLASS DECKING
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ALUMINUM STRUCTURE
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10" TIMBER PILE
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FF ELEV.=5.00'
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SCALE A
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AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
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SOFT MUD
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LIME ROCK
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10" TIMBER PILE
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COMPACTED SANDS AND GRAVEL
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LIME ROCK
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SCALE:
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ECO POND
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END OF RAMP PILES
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SCALE A
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END OF RAMP PILES (TWO REQUIRED)
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6' BENCH (PROVIDE TWO, ONE FOR EACH SIDE)
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ORDINARY HIGH WATER
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FIBERGLASS GRADED DECKING
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ALUMINUM PILE CAPS
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COMPOSITE LUMBER FASCIA OVER ALUMINUM DECK SUPPORT AND EDGE OF DECKING.
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COVER TOP OF PILE WITH CAP
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ALUMINUM DECK SUPPORT
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SCALE:
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CONSTRUCTION DETAIL
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SCALE B
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SCALE B
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4X4 WOOD POST
AutoCAD SHX Text 2X8 COMPOSITE WOOD RAILING CAP ATTACH TO EACH WOOD POST WITH 2 SCREWS AND TO 2X4 RAIL WITH SCREWS @ 18" OC.
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2X4 COMPOSITE WOOD RAILS
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BOLT THROUGH FASCIA AND ALUMINUM FRAME
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ECHO POND DECK
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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 175,278
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AutoCAD SHX Text
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W H SHELLEY
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WHS
AutoCAD SHX Text 11/01/2021
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BACKCOUNTRY
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EVERGLADES NATIONAL PARK
AutoCAD SHX Text 306351
ECHO POND DECK
| Sheets and Views |
| 1 THREE CHICKEES AND ECHO POND |
| 2 PROJECT AREA AND ACCESS ROUTES |
| 3 HELLS BAY AND HARNEY RIVER DEMOLITION PLANS |
| 4 SHARK RIVER AND WATSON RIVER DEMOLITION PLANS |
| 5 ECO POND DEMOLITION PLAN |
| 6 HELLS BAY CHICKEE PLAN |
| 7 HELLS BAY CHICKEE ELEVATIONS |
| 8 WATSON RIVER CHICKEE |
| 9 SHARK RIVER CHICKEE |
| 10 ECHO POND SITE PLAN |
| 11 ECHO POND DECK |
File details come from the government source that posted it. Updated .