01_DRAFT_CNT2_Plans_2Survey_Part1.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a survey reference sheet showing legends, survey symbols, notes and reference notes for Contract 2 of the Broward County Water Preserve Areas Project under the Comprehensive Everglades Restoration Plan (CERP). The document contains detailed survey notations, including descriptions of control points, boundary lines, elevation data, and Digital Terrain Model (DTM) reference information. Specific technical details include conversion factors between NGVD29 and NAVD88 datums, GPS survey equipment specifications, and survey control points 505-508, 510-511, 602-603 and 1000. The document is marked as "CONTRACT 2 MOD003 - FOR INFORMATION ONLY - NOT REVIEWED - NOT FOR CONSTRUCTION" and is associated with solicitation W912EP24R0003 for the U.S. Army Corps of Engineers Jacksonville District.
The sheet includes comprehensive boundary survey information for property in Broward County, Florida, with specific references to multiple sections in Township 50 South, Range 39 East. It contains detailed surveyor's notes regarding methodology, limitations, and specifications used in creating the boundary survey, as well as references to previous surveys and plats used as source documentation. The drawing is dated March 8, 2024, and was prepared jointly by Stantec and Tetra Tech.
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the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
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RADIUSR
FLORIDA DEPARTMENT OF TRANSPORTATION
L
DELTA
ARC DISTANCE
(R)
(CFT)
FDOT
POINT OF COMMENCEMENT
OFFICIAL RECORDS BOOK
POINT OF BEGINNING
DADE COUNTY RECORDS
BROWARD COUNTY RECORDS
P.B.
P.O.B.
P.O.C.
ID.
PLAT BOOK
IDENTIFICATION
PG.
O.R.B.
D.C.R.
B.C.R.
PAGE
DENOTES BREAK IN LINE SCALE
TANGENT
SET 5/8" IRON PIPE & CAP STAMPED
L.B. 6633, (UNLESS OTHERWISE NOTED)
QUARTER SECTION CORNER
SECTION CORNER
DENOTES BEARING AND DISTANCE BASED ON
PLATS OF RECORD, FDOT RIGHT-OF-WAY MAPS
OR WESTERN BROWARD RESURVEYS.
DENOTES BEARING AND DISTANCE BASED ON
MONUMENTS RECOVERED BY RANDOM POINTS
SET WITH GPS OR BY DIRECT GPS OBSERVATION.
LICENSED BUSINESSL.B.
GPS GLOBAL POSITIONING SYSTEM
D
PERMANENT REFERENCE MONUMENT
PER PLAT OF RECORD(P)
Tan
SURVEY SYMBOLS AND REFERENCE NOTES
LEGEND
SURVEY NOTES DIGITAL TERRAIN MODEL (DTM) REFERENCE NOTES
PRM
NOTE:
DESCRIBED LINE.
50-39, THEN SOUTH ALONG SAID EAST LINE TO THE NE CORNER OF SECTION 23-50-39 AND THE END OF THE SPECIFICALLY
OF SAID SECTION 14-4
AND NORTHEASTERLY ALONG SAID SOUTH LINE OF PARCEL "A" TO A POINT ON THE EAST LINE OF THE SE
"A" TO THE SOUTH LINE OF SAID PARCEL "A" AND THE NORTH RIGHT-OF-WAY LINE OF S.W. 26tH STREET, THEN PROCEEDS EAST
20, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, THEN PROCEEDS SOUTH ALONG THE WEST LINE OF SAID PARCEL
ALONG SAID WESTERLY RIGHT-OF-WAY LINE TO THE NORTHWEST CORNER OF PARCEL "A", ADOM WESTON , PLAT BOOK 172, PAGE
RECORDS BOOK 9098, PAGE 641, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, THEN PROCEEDS SOUTHEAST SHOWN ON OFFICIAL OF SAID SECTION 14 TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH POST ROAD, AS 4
NORTH LINE OF THE SE OF SECTION 14-50-39 AND THE 4
AND THE NORTH LINE OF THE SW 4
ALONG SAID NORTH LINE OF THE SE
PROCEEDS EAST OF SECTION 15-50-39, THEN 4
OF SAID TRACT 8 AND ITS SOUTHERLY EXTENSION TO THE NORTH LINE OF THE SE
RECORDS, PROCEEDS THEN EAST ALONG THE NORTH LINE OF TRACT 9 AND 8, THEN PROCEEDS SOUTH ALONG THE WEST LINE
NORTH LINE OF TRACT 9, FLORIDA FRUIT LANDS COMPANY'S SUBDIVISION NO. 1, PLAT BOOK 2, PAGE 17, MIAMI-DADE COUNTY
AND THE RIGHT-OF-WAY MAP FOR SECTION 86060-2515 25 (U.S. 27), AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION
ROAD THE PROPOSED BOUNDARY LINE BEGINS AT THE POINT OF INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF STATE
DESCRIPTION:
THE FOLLOWING STONER & ASSOCIATES, INC. HAS SURVEYED THE PROPOSED NORTH BOUNDARY LINE ACCORDING TO 2.
SURVEY FOR THE EAST COAST BUFFER CELL, STONER PROJECT NUMBER 99-5887. JANUARY 20, 2006
THE BOUNDARY SURVEY AND LEGAL DESCRIPTION SHOWN HEREON ARE BASED ON STONER & ASSOCIATES, INC. BOUNDARY 1.
SURVEYOR'S REFERENCES:
PLATS OF RECORD.4.
15, 22, 23, 26, 27 AND 34, TOWNSHIP 50 SOUTH, RANGE 39 EAST.
BROWARD COUNTY DEPARTMENT OF TRANSPORTATION OFFICE OF ENGINEERING SECTION MAPS OF SECTIONS 14, 3.
COUNTY, FLORIDA.
RANGE 39 EAST, RECORDED IN MISCELLANEOUS PLAT BOOK 6, PAGE 20, OF THE PUBLIC RECORDS OF BROWARD
CRAVEN THOMPSON AND ASSOCIATES INC., RESURVEY OF THE EAST ONE-HALF (E1/2) OF TOWNSHIP 51 SOUTH, 2.
BOOK 4, PAGE 21, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA.
STONER/KEITH RESURVEY No. II OF TOWNSHIP 50 SOUTH, RANGE 39 EAST, RECORDED IN MISCELLANEOUS PLAT 1.
2006 AND 2021. ALL SITE FEATURES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
BY THE GOVERNMENT. THE DTM INCLUDES DATA FROM SEVERAL SURVEYS PERFORMED BETWEEN
EXISTING ELEVATION INFORMATION DEPICTED IN THESE DRAWINGS ARE BASED ON A DTM PROVIDED 1.
CONVERSION FACTOR BETWEEN NGVD29 AND NAVD88: NGVD29 = NAVD88 + 1.49'12.
511, 602, 603 AND 1000.
EQUIPMENT. THE FOLLOWING CONTROL POINTS WERE UTILIZED IN THIS SURVEY: 505,506,507,508, 510, THIS SURVEY WAS PREPARED UTILIZING REAL TIME GLOBAL POSITIONING SATELLITE (GPS) SURVEY 11.
NOT LOCATED OR SHOWN HEREON.
UNDERGROUND UTILITIES, UNDERGROUND FOUNDATIONS AND UNDERGROUND ENCROACHMENTS, 10.
HEREON.
INTERIOR IMPROVEMENTS AND INTERIOR ROADWAYS WERE NOT LOCATED AND ARE NOT SHOWN 9.
COUNTY, FLORIDA.
RECORDED IN MISCELLANEOUS PLAT BOOK 4, PAGE 21 OF THE PUBLIC RECORDS OF BROWARD
ACCORDING TO THE STONER/KEITH RESURVEY NO. II OF TOWNSHIP 50 SOUTH, RANGE 39 EAST, SOUTHEAST ONE-QUARTER (SE 1/4) OF SECTION 35, TOWNSHIP 50 SOUTH, RANGE 39 EAST, THE BEARINGS SHOWN HEREON ARE BASED ON S89°52'20"W., ALONG THE SOUTH LINE OF THE 8.
JURISDICTIONAL WETLANDS.
THE SURVEYOR DID NOT INSPECT THE PROPERTY FOR ENVIRONMENTAL HAZARDS OR 7.
THAT TIME.
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT
DATE THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF THE SURVEY ON THE 6.
REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE.
CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT
THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR 5.
LICENSED SURVEYOR AND MAPPER".
FLORIDA THIS SURVEY IS "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A 4.
AFFECTING THIS PROPERTY.
ASSOCIATES, INC. DID NOT SEARCH THE PUBLIC RECORDS OF THIS COUNTY FOR MATTERS
EASEMENTS OR OTHER MATTERS OF RECORD BY STONER & ASSOCIATES, INC. STONER &
THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, 3.
FOR THE NORTH PROPERTY BOUNDARY.
JANUARY 31, 2000. THE SURVEYOR IS CERTIFYING ONLY TO THE NEW BOUNDARY LINE INFORMATION
NUMBER 99-5887, UNDER SFWMD DRAWING NUMBER ECB-10, PROJECT C-10953, LAST DATED
ASSOCIATES, INC., FOR THE EAST COAST BUFFER CELL. STONER & ASSOCIATES, INC. PROJECT
THE SURVEYOR RELIED ON THE CERTIFIED BOUNDARY SURVEY PREPARED BY STONER & 2.
STANDARDS FOR SURVEYING AND MAPPING IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE.
THIS SURVEY REPRESENTS A BOUNDARY SURVEY AS DEFINED IN THE MINIMUM TECHNICAL 1.
CONTROL POINT
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NDRAFT
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