Attachment_D_-_As-Built_Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- B-8-26-29
- Issued by
- Brevard County, Florida
About this file
This is an as-built survey and record drawing for the Florida Coast to Coast Trailhead at Parrish Park, prepared by MacGillivray & Co Surveyors & Mappers, LLC for C&D Construction in Brevard County, Florida. The three-sheet survey document, dated August 13, 2025, with field work completed on August 20, 2025, depicts the completed paving and storm drainage infrastructure for the project located in Section 21, Township 35 South, Range 35 East. The as-built drawings show the installed storm drainage system consisting of 12-inch and 6-inch high-density polyethylene (HDPE) and polyvinyl chloride (PVC) storm pipes, drainage structures including two storm drainage systems designated as S-100 and S-101 with recorded invert elevations, concrete sidewalks (5-foot and 10-foot widths), pavement with light poles, ramps, and stairs. The survey includes detailed spot elevations, station references along the curved alignment (ranging from station 102 to 115), and measurements of all improvements from centerlines of pipes and structures. The survey was certified by Florida Licensed Surveyor Dolly Ojala Carwile (PSM No. 6878) and references the Florida State Plane Coordinate System, East Zone, NAD83/11, with elevations based on NAVD88 and tied to established National Geodetic Survey monuments.
The as-built survey documentation explicitly states this is not a boundary survey, title certification, or zoning verification, and notes that underground and above-ground improvements were not located unless otherwise shown on the drawings. All dimensions are measured from centerlines of pipes and structures, and the survey was prepared according to standards set forth in Florida Administrative Code Chapter 5J-17, pursuant to Florida Statutes Chapters 177 and 472. The document includes comprehensive legends identifying over 60 surveying symbols and abbreviations used throughout the three sheets, with matchline references connecting the three sheets for complete project representation.
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Text version
PC: 103+17.40
PC: 107+43.36
PT: 102+09.01
PT: 106+99.83
PRC: 105+96.30
20 LF ~ 12" HDPE STORM
24 LF ~ 12" HDPE STORM @ 0.25%
LIGHT POLE (TYPICAL)
55 LF ~ PVC STORM
6" WALL
RAMP
STAIRS
BACK OF SIDEWALK/FRONT OF WALL
S-100
TOP=2.53
SE INV=-1.90
INV=-1.71 -1.84
TOP OF STORM
TOP OF STORM
TOP OF STORM
3.7
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
54 LF ~ PVC STORM
54 LF ~ PVC STORM
54 LF ~ PVC STORM
54 LF ~ PVC STORM
BACK OF TYPE "F" CURB
BACK OF TYPE "F" CURB
BACK OF TYPE "F" CURB
BACK OF TYPE "F" CURB
5' CONCRETE SIDEWALK
5' CONCRETE SIDEWALK
10' CONCRETE SIDEWALK
3.04
2.98
2.94
2.94
2.92
2.95
2.84
2.92
2.83
4.89
5.44
5.08
4.8
4.5
3.54
3.48
3.44
3.44
3.42
3.45
3.34
3.42
3.33
1.
2.40 2.2
2.412.2
1.99
2.582.4
1.92
2.4
3.0
2.8
2.9
3.0
3.1 2 2.80
3.13
3.00
2.66
2.71
2.72
2.72
3.05
2.61
2.61
2.93
2.98
2.56
2.69
2.96
3.00
2.
2.86
2.8
2.
1.47
1.
1.3
1.33
1.45
1.4
1.
1.
2.
1.84 2.49
5.39
5.67 5.87
5.
5.94
5.58
5.
5.0
2.0
4.53
4.46
4.3
4.4
4.4
4.4
4.02
3.
4.1
4.2
3.87 3.38
4.
4.
3.51
3.90
3.
4.1
4.1
3.88 3.45
4.1 5 4.0
3.52
3.77
3.
3.713.35
3.30
3.78
2.7
2.8
2.7
4.51
3.47
3.20
3.16
3.16
3.10
3.09
3.01
2.83
2.86
2.86
2.84
2.87
2.84
2.85
2.91
2.98
2.98
2.92
2.87
2.9
© 2024 Microsoft Corporation © 2024 TomTom
PROJECT AREA
M
AT
C H
LI
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E
- S
EE
S
H
EE
T
O F
Location Map Scale 1" = 1000'
Notes
1. THIS IS AN AS-BUILT OR RECORD SURVEY AND IS NOT TO BE CONSTRUED AS ANY OTHER TYPE OF SURVEY.
2. THIS IS NOT A BOUNDARY SURVEY.
3. ADDITIONS OR DELETIONS TO THIS AS-BUILT SURVEY BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT
THE WRITTEN PERMISSION OF THE SIGNING SURVEYOR.
4. THIS SURVEY IS CERTIFIED TO THE DATE OF LAST FIELD WORK ONLY, AND NOT THE SIGNING DATE.
5. THIS MAP IS NOT A CERTIFICATION OF TITLE, ZONING, SETBACKS OR FREEDOM OF ENCUMBRANCES AND WAS
PREPARED WITHOUT BENEFIT OF ABSTRACT OF TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN
ATTORNEY AT LAW.
6. PARCEL IS SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD. (RECORDED, UNRECORDED, WRITTEN AND UNWRITTEN).
7. UNDERGROUND AND ABOVE GROUND IMPROVEMENTS WERE NOT LOCATED. UNLESS OTHERWISE SHOWN.
8. SURVEY BASED ON DESCRIPTION PROVIDED BY THE CLIENT.
9. THIS SURVEY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY.
10. HORIZONTAL DATUM BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/11), US SURVEY FEET, AS ESTABLISHED FROM FLORIDA PERMANENT REFERENCE
NETWORK.
11. ELEVATIONS SHOWN HEREON ARE BASED UPON SITE DEVELOPMENT BENCHMARKS. REFERENCED TO NATIONAL GEODETIC SURVEY MONUMENTS; DESIGNATION: #R 485, PID #AJ5512, HAVING AN ELEVATION OF 3.44 FEET & #UC 13, PID #AK0753, HAVING AN ELEVATION OF 15.90, NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
12. ALL SHEETS MUST BE TOGETHER, NEITHER IS FULL AND COMPLETE WITHOUT THE OTHER.
ALL DIMENSIONS SHOWN HEREON ARE FROM C/L OF PIPE.
ALL DIMENSIONS SHOWN HEREON ARE FROM C/L OF STRUCTURE.
I HEREBY AFFIRM THAT THIS SURVEY REPRESENTED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. IT HAS BEEN PREPARED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN CHAPTER 5J-17, F.A.C., PURSUANT TO CHAPTERS 177 AND 472, FLORIDA STATUTES.
THIS MAP IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL
AUTHORIZATION OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS IT BEARS THE
SIGNATURE AND SEAL OF THE LAND SURVEYOR LISTED, THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VALID AND IS FOR INFORMATIONAL PURPOSES ONLY. DIMENSIONS OF IMPROVEMENTS SHOWN
SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
DOLLY OJALA CARWILE, PSM DATE SIGNED
FLORIDA LICENSED SURVEYOR NO. 6878
Feet
0 10 20 40
1" = 20'
PROJECT NO:
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SCALE:
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DATE:
SHEET:
OF
8/20/2025
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1" = 20'
JCC/JTG
DOC
VARIES
8/13/2025
C06-001
1 3
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL
NCF
ARV
L
ASP
BFP
BOC
(C)
CL
CONC
CMP
DB
Δ
DE
DIP
EP
ERCP
FF
FES
FL
FM
FMB
FMPV
FMT
GB
GR
HDPE
INV
IRR
(M)
MES
NA
ORB
O/S
ORF
OD
PG
PB
POB
POC
POL
PVC
PCOR
PUE
RAD
(R)
RED
RCP
RB
RL
RT
RV
RW
CLO
SMH
SKMR
SRCP
+90.0 O/S
TMH
TR
BOB
TOB
WB
WEL
WL
WM
WS
WT
WV
= EDGE OF CONCRETEECO
= CHAIN LINK FENCECLF
MATCHLINE - SEE SHEET 3 OF 3
= FRONT OF WALKFOW
AutoCAD SHX Text A
AutoCAD SHX Text Revised per comments
AutoCAD SHX Text
KRS
AutoCAD SHX Text 10/23/24
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text F
AutoCAD SHX Text C
PC: 110+28.52
PC: 112+59.66
PT: 109+35.79
PT: 112+37.15
PT: 113+72.87
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
TOP OF STORM
2.76
2.71
2.73
BACK OF SIDEWALK/FRONT OF WALL
55 LF ~ PVC STORM
55 LF ~ PVC STORM
55 LF ~ PVC STORM
55 LF ~ PVC STORM
55 LF ~ PVC STORM
BACK OF TYPE "F" CURB
BACK OF TYPE "F" CURB
2.86
3.00
2.94
2.98
2.98
3.03
3.00
3.14
3.04
3.15
3.02
3.11
3.15
3.16
3.11
3.22
3.32
3.33
3.30
3.18
3.23
3.27
3.23
3.30
3.24
3.33
3.22
3.29
3.22
3.15
3.11 3.63
3.40
3.42
3.33
3.36
3.50
3.44
3.48
3.48
3.53
3.50
3.64
3.54
3.65
3.52
3.61
3.65
3.66
3.61
3.72
3.82
3.83
3.80
3.68
3.73
3.77
3.73
3.80
3.74
3.83
3.72
3.79
3.72
3.65
3.85
3.90
4.13
3.61
2.
2.682.5
2.3
2.802.7
2.
2.852.7
2.06
2.512.3
2.60
3.05
3.13 2.68
2.79
3.23
3.30
2.90
2.88
3.24
3.24
2.82
2.82
3.30
3.28 2.88
3.
3.
3.16
3.
3.
3.
3.1
3.13
3.25
2.87
2.81
2.9
3.0
2.9
2.90
2.92
2.9
3.27
3.27
2.78
2.83
2.9
2.9
2.9
2.9
2.7
3.
2.73
2.8
3.
2.75
2.9
3.12
2.9
2.9
3.0
3.0
2.88
2.93
2.95
3.04
3.08
3.08
3.15
3.17
3.12
3.22
3.14
3.12
3.03
S-101
TOP=2.70 2.65
INV=-2.59
3.02
3.17
3.05
3.01
3.15
3.12
3.05
3.12
3.11
3.18
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PROJECT NO:
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DATE OF LAST FIELD WORK:
FIELD BOOK & PAGE:
SCALE:
DRAWN:
CHECKED:
DATE:
SHEET:
OF
8/20/2025
C :\U se rs
\J am ie (W or k)
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C O
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1" = 20'
JCC
DOC
VARIES
8/13/2025
C06-001
2 3
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL
NCF
ARV
L
ASP
BFP
BOC
(C)
CL
CONC
CMP
DB
Δ
DE
DIP
EP
ERCP
FF
FES
FL
FM
FMB
FMPV
FMT
GB
GR
HDPE
INV
IRR
(M)
MES
NA
ORB
O/S
ORF
OD
PG
PB
POB
POC
POL
PVC
PCOR
PUE
RAD
(R)
RED
RCP
RB
RL
RT
RV
RW
CLO
SMH
SKMR
SRCP
+90.0 O/S
TMH
TR
BOB
TOB
WB
WEL
WL
WM
WS
WT
WV
= EDGE OF CONCRETEECO
= CHAIN LINK FENCECLF
M
AT
C H
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S
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Feet
0 10 20 40
1" = 20'
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text Revised per comments
AutoCAD SHX Text
KRS
10/23/24
PI: 115+35.43
PI: 114+86.97
PI: 115+23.48
PI: 115+59.95
PT: 113+72.87
TOP OF STORM
TOP OF STORM
TOP OF STORM
2.73
2.73
2.74
2.72
2.65
2.61
55 LF ~ PVC STORM
55 LF ~ PVC STORM
3.35
2.92
2.91
3.04
3.17 3.1
3.7
4.2
4.4
4.0
5.1 25.4
5.4
5.0
4.6
4.57
4.48
4.5 24.9
4.7
4.2 13.
3.
673.54
3.41
3.42
3.85
2.41
2.882.7
2.23
5.6 25.9
5.9
5.5
5.1
5.07
4.98
3.
3.
3.
3.
3.
3.
3.
3.
2.7
3.5
2.9
2.7
2.92
3.3
3.1
3.1
3.15
3.08
3.12
3.03
3.04
3.10
3.06
3.00
PT: 102+09.01
LIGHT POLE (TYPICAL)
MATCHLINE - SEE SHEET 2 OF 3
PROJECT NO:
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DATE OF LAST FIELD WORK:
FIELD BOOK & PAGE:
SCALE:
DRAWN:
CHECKED:
DATE:
SHEET:
OF
8/20/2025
C :\U se rs
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C &D
C O
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ST
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1" = 20'
JCC
DOC
VARIES
8/13/2025
C06-001
3 3
Legend
= FOUND CONCRETE MONUMENT
= FOUND IRON AND CAP
= FOUND NAIL AND DISC
= SET 5/8" IRON ROD AND CAP
= SET NAIL AND DISC
= BENCHMARK
= NO CORNER FOUND
= AIR RELEASE VALVE
= ARC LENGTH
= ASPHALT
= BACK FLOW PREVENTOR
= BACK OF CURB
= CABLE RISER
= CALCULATED
= CENTERLINE
= CONCRETE
= CONCRETE
= CORRUGATED METAL PIPE
= DEED BOOK
= DELTA ANGLE
= DRAINAGE EASEMENT
= DRAINAGE MANHOLE
= DUCTILE IRON PIPE
= EDGE OF PAVEMENT
= ELECTRIC MANHOLE
= ELLIPTICAL REINFORCED CONCRETE PIPE
= FINISHED FLOOR
= FIRE HYDRANT
= FLARED END SECTION
= FLOW LINE
= FORCE MAIN
= FORCEMAIN BEND
= FORCEMAIN PLUG VALVE
= FORCEMAIN TEE
= FORCEMAIN VALVE
= GATE VALVE
= GRADE BREAK
= GROUND
= HIGH DENSITY POLYETHYLENE PIPE
= INVERT ELEVATION
= IRRIGATION
= MEASURED
= MITERED END SECTION
= NOT ACCESSABLE
= OFFICIAL RECORDS BOOK
= OFFSET
= ORIFICE
= OUTER DIAMETER
= PAGE
= PLAT BOOK
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POINT ON LINE
= POLYETHYLENE PIPE
= PROPERTY CORNER
= PUBLIC UTILITY EASEMENT
= RADIUS
= RECORD
= REDUCER
= REINFORCED CONCRETE PIPE
= REUSE BEND
= REUSE LINE
= REUSE TEE
= REUSE VALVE
= RIGHT-OF-WAY
= SANITARY LATERAL CLEANOUT
= SEWER MANHOLE
= SKIMMER
= SLOTTED REINFORCED CONCRETE PIPE
= SPOT ELEVATION
= STATION O/S
= TELEPHONE MANHOLE
= TELEPHONE RISER
= TOE OF SLOPE
= TOP OF BANK
= UTILITY POLE
= WATER BEND
= WATER ELEVATION
= WATER LINE
= WATER MAIN
= WATER SERVICE
= WATER TEE
= WATER VALVE
= WELL
NCF
ARV
L
ASP
BFP
BOC
(C)
CL
CONC
CMP
DB
Δ
DE
DIP
EP
ERCP
FF
FES
FL
FM
FMB
FMPV
FMT
GB
GR
HDPE
INV
IRR
(M)
MES
NA
ORB
O/S
ORF
OD
PG
PB
POB
POC
POL
PVC
PCOR
PUE
RAD
(R)
RED
RCP
RB
RL
RT
RV
RW
CLO
SMH
SKMR
SRCP
+90.0 O/S
TMH
TR
BOB
TOB
WB
WEL
WL
WM
WS
WT
WV
= EDGE OF CONCRETEECO
= CHAIN LINK FENCECLF
Feet
0 10 20 40
1" = 20'
MATCHLINE - SEE SHEET 1 OF 3
AutoCAD SHX Text
ST
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text Revised per comments
AutoCAD SHX Text
KRS
10/23/24
| Sheets and Views |
| C06-001 Parrish Park - As-Built-MGC (1) |
| C06-001 Parrish Park - As-Built-MGC (2) |
| C06-001 Parrish Park - As-Built-MGC (3) |
| 2025-08-21T13:57:03-0400 | |
| Dolly O Carwile |
File details come from the government source that posted it. Updated .