B08_Section_J_Attachment_12_Topographic_Survey.pdf

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DRTO 244370/244372 Repair and Dredge Ft Jefferson
Solicitation number
140P2023R0033
Issued by

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This document is a topographic survey report for repair work at Fort Jefferson located within the Dry Tortugas National Park. The report details the field work conducted from March 4-9, 2019 to map the outer counterscarp, moat wall, and other defined areas of the fort using GPS receivers, total stations, and laser scanning equipment. Vertical control was referenced to mean lower low water and horizontal control to the Florida State Plane Coordinate System. The survey establishes topographic elevations and locations of site features to support the solicitation for repair and dredging work at Fort Jefferson under opportunity number 140P2023R0033 issued by the Department of the Interior National Park Service National Office.

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FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB24

ATKINS NORTH AMERICA, INC.

800 WATERFORD WAY

SUITE 700

MIAMI, FL

33126

(305) 592-7275

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DEPARTMENT OF THE INTERIOR

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REVISIONS

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BY

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DATE

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OF

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SHEET

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PKG.

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NO.

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DRAWING NO.

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DENVER SERVICE CENTER

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UNITED STATES

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NATIONAL PARK SERVICE

AutoCAD SHX Text All survey work was conducted during the week of March 4 to March 9, 2019. survey work was conducted during the week of March 4 to March 9, 2019. survey work was conducted during the week of March 4 to March 9, 2019. work was conducted during the week of March 4 to March 9, 2019. work was conducted during the week of March 4 to March 9, 2019. was conducted during the week of March 4 to March 9, 2019. was conducted during the week of March 4 to March 9, 2019. conducted during the week of March 4 to March 9, 2019. conducted during the week of March 4 to March 9, 2019. during the week of March 4 to March 9, 2019. during the week of March 4 to March 9, 2019. the week of March 4 to March 9, 2019. the week of March 4 to March 9, 2019. week of March 4 to March 9, 2019. week of March 4 to March 9, 2019. of March 4 to March 9, 2019. of March 4 to March 9, 2019. March 4 to March 9, 2019. March 4 to March 9, 2019. 4 to March 9, 2019. 4 to March 9, 2019. to March 9, 2019. to March 9, 2019. March 9, 2019. March 9, 2019. 9, 2019. 9, 2019. 2019. 2019. The Scope of Work included topographic mapping of the Fort Jefferson outer Scope of Work included topographic mapping of the Fort Jefferson outer Scope of Work included topographic mapping of the Fort Jefferson outer of Work included topographic mapping of the Fort Jefferson outer of Work included topographic mapping of the Fort Jefferson outer Work included topographic mapping of the Fort Jefferson outer Work included topographic mapping of the Fort Jefferson outer included topographic mapping of the Fort Jefferson outer included topographic mapping of the Fort Jefferson outer topographic mapping of the Fort Jefferson outer topographic mapping of the Fort Jefferson outer mapping of the Fort Jefferson outer mapping of the Fort Jefferson outer of the Fort Jefferson outer of the Fort Jefferson outer the Fort Jefferson outer the Fort Jefferson outer Fort Jefferson outer Fort Jefferson outer Jefferson outer Jefferson outer outer outer counterscarp (moat wall), plus other defined areas on the Island of Garden (moat wall), plus other defined areas on the Island of Garden (moat wall), plus other defined areas on the Island of Garden wall), plus other defined areas on the Island of Garden wall), plus other defined areas on the Island of Garden plus other defined areas on the Island of Garden plus other defined areas on the Island of Garden other defined areas on the Island of Garden other defined areas on the Island of Garden defined areas on the Island of Garden defined areas on the Island of Garden areas on the Island of Garden areas on the Island of Garden on the Island of Garden on the Island of Garden the Island of Garden the Island of Garden Island of Garden Island of Garden of Garden of Garden Garden Garden Key. All data was collected utilizing a combination Trimble R-10 GPS Receivers, data was collected utilizing a combination Trimble R-10 GPS Receivers, data was collected utilizing a combination Trimble R-10 GPS Receivers, was collected utilizing a combination Trimble R-10 GPS Receivers, was collected utilizing a combination Trimble R-10 GPS Receivers, collected utilizing a combination Trimble R-10 GPS Receivers, collected utilizing a combination Trimble R-10 GPS Receivers, utilizing a combination Trimble R-10 GPS Receivers, utilizing a combination Trimble R-10 GPS Receivers, a combination Trimble R-10 GPS Receivers, a combination Trimble R-10 GPS Receivers, combination Trimble R-10 GPS Receivers, combination Trimble R-10 GPS Receivers, Trimble R-10 GPS Receivers, Trimble R-10 GPS Receivers, R-10 GPS Receivers, R-10 GPS Receivers, GPS Receivers, GPS Receivers, Receivers, Receivers, Trimble S-6 Total Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite S-6 Total Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite S-6 Total Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite Total Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite Total Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite Stations, Leica N-A3 C-10 Laser Scanner and Hydrolite Leica N-A3 C-10 Laser Scanner and Hydrolite Leica N-A3 C-10 Laser Scanner and Hydrolite N-A3 C-10 Laser Scanner and Hydrolite N-A3 C-10 Laser Scanner and Hydrolite C-10 Laser Scanner and Hydrolite C-10 Laser Scanner and Hydrolite Laser Scanner and Hydrolite Laser Scanner and Hydrolite Scanner and Hydrolite Scanner and Hydrolite and Hydrolite and Hydrolite Hydrolite Hydrolite Systems for soundings. MONUMENTS Vertical control was referenced to the Mean Low Lower Water (MLLW) from control was referenced to the Mean Low Lower Water (MLLW) from control was referenced to the Mean Low Lower Water (MLLW) from was referenced to the Mean Low Lower Water (MLLW) from was referenced to the Mean Low Lower Water (MLLW) from referenced to the Mean Low Lower Water (MLLW) from referenced to the Mean Low Lower Water (MLLW) from to the Mean Low Lower Water (MLLW) from to the Mean Low Lower Water (MLLW) from the Mean Low Lower Water (MLLW) from the Mean Low Lower Water (MLLW) from Mean Low Lower Water (MLLW) from Mean Low Lower Water (MLLW) from Low Lower Water (MLLW) from Low Lower Water (MLLW) from Lower Water (MLLW) from Lower Water (MLLW) from Water (MLLW) from Water (MLLW) from (MLLW) from (MLLW) from from from Tidal Benchmark 872-4697, NOAA Chart 11438, USGS Quadrangle Map: Dry Benchmark 872-4697, NOAA Chart 11438, USGS Quadrangle Map: Dry Benchmark 872-4697, NOAA Chart 11438, USGS Quadrangle Map: Dry 872-4697, NOAA Chart 11438, USGS Quadrangle Map: Dry 872-4697, NOAA Chart 11438, USGS Quadrangle Map: Dry NOAA Chart 11438, USGS Quadrangle Map: Dry NOAA Chart 11438, USGS Quadrangle Map: Dry Chart 11438, USGS Quadrangle Map: Dry Chart 11438, USGS Quadrangle Map: Dry 11438, USGS Quadrangle Map: Dry 11438, USGS Quadrangle Map: Dry USGS Quadrangle Map: Dry USGS Quadrangle Map: Dry Quadrangle Map: Dry Quadrangle Map: Dry Map: Dry Map: Dry Dry Dry Tortugas. Reference Benchmark 872-4697 F Tidal WG was used as a starting Reference Benchmark 872-4697 F Tidal WG was used as a starting Reference Benchmark 872-4697 F Tidal WG was used as a starting Benchmark 872-4697 F Tidal WG was used as a starting Benchmark 872-4697 F Tidal WG was used as a starting 872-4697 F Tidal WG was used as a starting 872-4697 F Tidal WG was used as a starting F Tidal WG was used as a starting F Tidal WG was used as a starting Tidal WG was used as a starting Tidal WG was used as a starting WG was used as a starting WG was used as a starting was used as a starting was used as a starting used as a starting used as a starting as a starting as a starting a starting a starting starting starting point as it was set on a section of the wall that appeared less subject to as it was set on a section of the wall that appeared less subject to as it was set on a section of the wall that appeared less subject to it was set on a section of the wall that appeared less subject to it was set on a section of the wall that appeared less subject to was set on a section of the wall that appeared less subject to was set on a section of the wall that appeared less subject to set on a section of the wall that appeared less subject to set on a section of the wall that appeared less subject to on a section of the wall that appeared less subject to on a section of the wall that appeared less subject to a section of the wall that appeared less subject to a section of the wall that appeared less subject to section of the wall that appeared less subject to section of the wall that appeared less subject to of the wall that appeared less subject to of the wall that appeared less subject to the wall that appeared less subject to the wall that appeared less subject to wall that appeared less subject to wall that appeared less subject to that appeared less subject to that appeared less subject to appeared less subject to appeared less subject to less subject to less subject to subject to subject to to to settlement. By way of identification, the benchmark is a brass disc stamped By way of identification, the benchmark is a brass disc stamped By way of identification, the benchmark is a brass disc stamped way of identification, the benchmark is a brass disc stamped way of identification, the benchmark is a brass disc stamped of identification, the benchmark is a brass disc stamped of identification, the benchmark is a brass disc stamped identification, the benchmark is a brass disc stamped identification, the benchmark is a brass disc stamped the benchmark is a brass disc stamped the benchmark is a brass disc stamped benchmark is a brass disc stamped benchmark is a brass disc stamped is a brass disc stamped is a brass disc stamped a brass disc stamped a brass disc stamped brass disc stamped brass disc stamped disc stamped disc stamped stamped stamped F ELV. 4.754 above MLLW.” Benchmarks H, M and E were also observed. Benchmarks H, M and E were also observed. Horizontal control was referenced to NAD83(1990) for recovered National control was referenced to NAD83(1990) for recovered National control was referenced to NAD83(1990) for recovered National was referenced to NAD83(1990) for recovered National was referenced to NAD83(1990) for recovered National referenced to NAD83(1990) for recovered National referenced to NAD83(1990) for recovered National to NAD83(1990) for recovered National to NAD83(1990) for recovered National NAD83(1990) for recovered National NAD83(1990) for recovered National for recovered National for recovered National recovered National recovered National National National Ocean Service Station FORT PI-TZ4834. By way of identification, the station Service Station FORT PI-TZ4834. By way of identification, the station Service Station FORT PI-TZ4834. By way of identification, the station Station FORT PI-TZ4834. By way of identification, the station Station FORT PI-TZ4834. By way of identification, the station FORT PI-TZ4834. By way of identification, the station FORT PI-TZ4834. By way of identification, the station PI-TZ4834. By way of identification, the station PI-TZ4834. By way of identification, the station By way of identification, the station By way of identification, the station By way of identification, the station way of identification, the station way of identification, the station of identification, the station of identification, the station identification, the station identification, the station the station the station station station consists of a brass disc stamped “FORT 1991” set atop a rampart FORT 1991” set atop a rampart set atop a rampart The Survey was conducted based on the Florida State Plane Coordinate Survey was conducted based on the Florida State Plane Coordinate Survey was conducted based on the Florida State Plane Coordinate was conducted based on the Florida State Plane Coordinate was conducted based on the Florida State Plane Coordinate conducted based on the Florida State Plane Coordinate conducted based on the Florida State Plane Coordinate based on the Florida State Plane Coordinate based on the Florida State Plane Coordinate on the Florida State Plane Coordinate on the Florida State Plane Coordinate the Florida State Plane Coordinate the Florida State Plane Coordinate Florida State Plane Coordinate Florida State Plane Coordinate State Plane Coordinate State Plane Coordinate Plane Coordinate Plane Coordinate Coordinate Coordinate System, East Zone with a project scale factor of 1.00038520. See the National Park Service Service Monument Records for more information the National Park Service Service Monument Records for more information the National Park Service Service Monument Records for more information National Park Service Service Monument Records for more information National Park Service Service Monument Records for more information Park Service Service Monument Records for more information Park Service Service Monument Records for more information Service Service Monument Records for more information Service Service Monument Records for more information Service Monument Records for more information Service Monument Records for more information Monument Records for more information Monument Records for more information Records for more information Records for more information for more information for more information more information more information information information regarding the survey control benchmarks, TIDAL DATUMS Elevations of tidal datums referred to Mean Lower Low Water (MLLW), in US survey feet.:

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FORT JEFFERSON

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COUNTERSCARP REPAIRS SURVEY

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ST. PETERSBURG

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TAMPA

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FLORIDA TURNPIKE

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FT. LAUDERDALE

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MIAMI

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KEY WEST

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DRY TORTUGAS NATIONAL PARK

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GULF OF MEXICO

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SCALE OF MILES

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LOCATION_MAP

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DRY_TORTUGAS

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SYMBOLS

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NOTES

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ABBREVIATIONS

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SITE PLAN - FORT JEFFERSON

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COUNTERSCARP

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MOAT

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NORTH COAL DOCK RUINS

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ENTRANCE BRIDGE

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COAL DOCK RUINS

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MAIN DOCK

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ATLANTIC OCEAN

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ATLANTIC OCEAN

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ATLANTIC OCEAN

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EXTERIOR WALL

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MATCH LINE SHEET 2

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MATCH LINE SHEET 3

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SCALE OF FEET

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SCALE

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POWER POLE

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SIGN

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FIRE HYDRANT

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WATER VALVE

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CONTROL POINT

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GUY ANCHOR

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SEWER VALVE

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MANHOLE SEWER

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BOLLARD

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PALM TREE

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ELECTRIC CONTOL BOX

AutoCAD SHX Text APPROX. = APPROXIMATE = APPROXIMATE BOT = BOTTOM = BOTTOM BWF = BARBED WIRE FENCE = BARBED WIRE FENCE (C) = CALCULATED DIMENSION = CALCULATED DIMENSION CCR = CERTIFIED CORNER RECORD = CERTIFIED CORNER RECORD CLF = CHAIN LINK FENCE = CHAIN LINK FENCE CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CONC = CONCRETE = CONCRETE CO. = CORNER = CORNER CR = COUNTY ROAD = COUNTY ROAD (A) = DEED DIMENSION = DEED DIMENSION DB = DEED BOOK = DEED BOOK DIA. = DIAMETER = DIAMETER ECMP = ELLIPTICAL CORRUGATED METAL PIPE = ELLIPTICAL CORRUGATED METAL PIPE EL. = ELEVATION = ELEVATION ELEC = ELECTRIC = ELECTRIC ERCP = ELLIPTICAL REINFORCED CONCRETE PIPE = ELLIPTICAL REINFORCED CONCRETE PIPE (F) = FIELD MEASURED DIMENSION = FIELD MEASURED DIMENSION FH = FIRE HYDRANT = FIRE HYDRANT INV = INVERT = INVERT IR = IRON ROD = IRON ROD L.A. = LINEAR FEET = LINEAR FEET MES = MITERED END SECTION = MITERED END SECTION MH = MANHOLE = MANHOLE OR # = NUMBER = NUMBER O.D. = OUTSIDE DIAMETER = OUTSIDE DIAMETER OHW = OVERHEAD WIRE(S) = OVERHEAD WIRE(S) O.R. = OFFICIAL RECORD BOOK = OFFICIAL RECORD BOOK (P) = PLAT DIMENSION = PLAT DIMENSION P.B. = PLAT BOOK = PLAT BOOK INV. = PAGE = PAGE PLS = PROFESSIONAL LAND SURVEYOR = PROFESSIONAL LAND SURVEYOR P.O.B. = POINT OF BEGINNING = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT = POINT OF COMMENCEMENT PROJ. = PROJECT = PROJECT PT. = POINT = POINT PVC = POLYVINYL CHLORIDE = POLYVINYL CHLORIDE PVT = PAVEMENT = PAVEMENT RCP = REINFORCED CONCRETE PIPE = REINFORCED CONCRETE PIPE REF. = REFERENCE = REFERENCE REV. = REVISION = REVISION RGE = RANGE = RANGE RR = RAILROAD = RAILROAD R/W = RIGHT-OF-WAY = RIGHT-OF-WAY STA. = STATION = STATION TOB = TOP OF BANK = TOP OF BANK TRAV. = TRAVERSE = TRAVERSE TWP = TOWNSHIP = TOWNSHIP W/ = WITH = WITH WV = WATER VALVE= WATER VALVE

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STORM DRAINAGE

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HORIZONTAL DATUM: FLORIDA STATE PLANE, EAST ZONE, NAD 83, US SURVEY FEET

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VERTICAL DATUM: MEAN LOW LOWER WATER (MLLW), US SURVEY FEET

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FIELD WORK: RM

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DRAWN: CG

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CHECKED: DD

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CONTRACT NUMBER:

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A-E FIRM

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MIAMI, FL

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ATKINS NORTH AMERICA

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COVER SHEET

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TITLE OF SHEET

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EDGE OF VEGETATION

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CONTOUR LINE MINOR 1' INTERVAL

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CONTOUR LINE MAYOR 5' INTERVAL

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SURVEY CONTROL POINT

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P16PC00065

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MOAT

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MOAT

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MOAT

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MOAT

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MOAT

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COUNTERSCARP

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FORT JEFFERSON

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DRTO 24430

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TOPOGRAPHIC SURVEY

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DRY TORTUGAS NATIONAL PARK

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HARD SURFACE ELEVATION

FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB24

ATKINS NORTH AMERICA, INC.

800 WATERFORD WAY

SUITE 700

MIAMI, FL

33126

(305) 592-7275

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MOAT

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NORTH COAL

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BASTION

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BASTION

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BASTION

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MOAT

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MOAT

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MOAT

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ATLANTIC OCEAN

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EDGE OF CONC.

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PILINGS

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BASTION

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CONCRETE COLUMNS

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BRICK DEBRIS

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MANGROVE AND SEA GRAPE CLUSTER

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EDGE OF VEGETATION

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BRICK DEBRIS

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36" CAST IRON PIPE (NE) INV. ELEV.=-3.92

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TRAIL/PATH

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EDGE OF CONCRETE SLAB

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EDGE OF COUNTERSCARP

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EDGE OF COUNTERSCARP

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BROKEN COUNTERSCARP

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COUTERSCARP BREAK/GATE

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WALL BREACH

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WALL OBSCURED BY SAND

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DOCK RUINS

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ATLANTIC OCEAN

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APPROXIMATE EDGE OF WATER ELEV.=0.7'

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APPROXIMATE EDGE OF WATER

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APPROXIMATE EDGE OF WATER ELEV.=1.5'

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APPROXIMATE EDGE OF WATER ELEV.=1.5'

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DEPARTMENT OF THE INTERIOR

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REVISIONS

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BY

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DATE

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MATCH TO SHEET 2 OF 3

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TITLE OF SHEET

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FIELD WORK: RM

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DRAWN: CG

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CHECKED: DD

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OF

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SHEET

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NO.

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CONTRACT NUMBER:

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DENVER SERVICE CENTER

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A-E FIRM

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MIAMI, FL

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UNITED STATES

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NATIONAL PARK SERVICE

AutoCAD SHX Text 33450

AutoCAD SHX Text 33650

AutoCAD SHX Text 33850

AutoCAD SHX Text 34050

AutoCAD SHX Text 34250

AutoCAD SHX Text 34450

AutoCAD SHX Text 111950

AutoCAD SHX Text 111750

AutoCAD SHX Text 111550

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HORIZONTAL DATUM: FLORIDA STATE PLANE, EAST ZONE, NAD 83, US SURVEY FEET

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VERTICAL DATUM: MEAN LOW LOWER WATER (MLLW), US SURVEY FEET

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TOPOGRAPHIC SURVEY

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CONTOUR INTERVAL = 1'

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SCALE OF FEET

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P16PC00065

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ATKINS NORTH AMERICA

FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB24

ATKINS NORTH AMERICA, INC.

800 WATERFORD WAY

SUITE 700

MIAMI, FL

33126

(305) 592-7275

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PB

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COAL DOCK RUINS

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MAIN DOCK

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BASTION

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BASTION

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ENTRANCE

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BRIDGE

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MOAT

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MOAT

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ATLANTIC OCEAN

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ATLANTIC OCEAN

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PB

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CONC.

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CONC.

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CONC.

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GRASS/

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SAND

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ATLANTIC OCEAN

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PB

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COCONUT PALM

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WIRING PULL BOX

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FUEL BOX

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PVC PIPE

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ELECTRIC CONDUIT

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1" PVC PIPE

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CONTOL BOX

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36" CAST IRON PIPE (SE) INV. ELEV.=-2.34

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36" CAST IRON PIPE (SE) INV. ELEV.=-2.27

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4" CAST IRON PIPE (SE) INV. ELEV.=3.46

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PORTA POTTY DECK AND RAMP

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FUEL MANHOLES

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FUEL BOX

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STORAGE SHED

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TRAIL/PATH

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2.5" VERTICAL PIPES-5 COUNT

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6"COCONUT PALM

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6"COCONUT PALM

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6"COCONUT PALM

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GRASS/BROKEN WALL

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CONC.

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WOOD FRAME ONE STORY BUILDING

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CAMPING AREA AND AND MAIN BEACH

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DOCKS

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PILINGS

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BROKEN BRICK

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TRAIL/PATH

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WOOD DOCK

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CONCRETE COLUMNS

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EDGE OF CONC

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EDGE OF BROKEN CONCRETE WALL

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VALVE BOX

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APPROXIMATE EDGE OF WATER ELEV.=1.0'

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APPROXIMATE EDGE OF WATER ELEV.=1.5'

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APPROXIMATE EDGE OF WATER ELEV.=1.0'

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APPROXIMATE EDGE OF WATER ELEV.=0.7'

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AutoCAD SHX Text -9.0

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4" PVC PIPE

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CONTROL BOX

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MATCH TO SHEET 2 OF 3

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DEPARTMENT OF THE INTERIOR

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REVISIONS

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BY

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DATE

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OF

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SHEET

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PKG.

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NO.

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DRAWING NO.

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DENVER SERVICE CENTER

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UNITED STATES

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NATIONAL PARK SERVICE

AutoCAD SHX Text 33450

AutoCAD SHX Text 33650

AutoCAD SHX Text 33850

AutoCAD SHX Text 34050

AutoCAD SHX Text 34250

AutoCAD SHX Text 34450

AutoCAD SHX Text 111150

AutoCAD SHX Text 110950

AutoCAD SHX Text 110750

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CONTOUR INTERVAL = 1'

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SCALE OF FEET

AutoCAD SHX Text 1" = 40'

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HORIZONTAL DATUM: FLORIDA STATE PLANE, EAST ZONE, NAD 83, US SURVEY FEET

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VERTICAL DATUM: MEAN LOW LOWER WATER (MLLW), US SURVEY FEET

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FIELD WORK: RM

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DRAWN: CG

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CHECKED: DD

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CONTRACT NUMBER:

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A-E FIRM

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MIAMI, FL

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P16PC00065

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TOPOGRAPHIC SURVEY

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AutoCAD SHX Text 364/149081

ATKINS NORT AMERICA

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