Exhibit_A-2,_P5892-SPS_WITH_TOPO-ORANGE_CAMP_RD,_26-SQ-107SR.pdf
PDF 6 MB Posted
- Attached to
- Design Services for Orange Camp Road Widening Segment 1 (Woodland Boulevard (US 17/92) to Kirkaldry Court)
- Solicitation number
- 26-SQ-107SR
- Issued by
- Volusia County, Florida
About this file
This is a Specific Purpose Survey document prepared by Volusia County Public Works for Orange Camp Road (County Road 4116) in Volusia County, Florida. The survey encompasses the roadway corridor from west of US 17-92 (Woodland Boulevard) to east of Victoria Hills Drive and documents existing conditions, right-of-way boundaries, utilities, easements, and topographic features across multiple sections in Township 17 South, Range 30 East. The survey was performed by Dewberry Engineers, Inc., with Professional Surveyor William P. Hinkle (PSM No. 4633) and completed on July 18, 2023, with certification dated October 13, 2023. The project extends approximately 2.11 miles and consists of 13 detail sheets depicting the survey corridor through Sections 26, 27, 28, 33, 34, and 35. The survey establishes baseline monumentation, locates existing utilities including water, sewer, electrical, and gas lines, identifies property lines based on recorded plats and deeds, and documents various easements and right-of-way designations affecting the corridor.
The survey data was calculated from closed field traverse and redundant field measurements using the Florida Coordinate Plane System (Florida East Zone 0901) based on North American Datum 1983, 2011 Adjustment, with bearings rotated to match the project datum. The topographic survey includes detailed depictions of existing improvements along the corridor such as catch basins, drainage structures, driveways, sidewalks, pavement edges, utility pedestals, poles, gates, hedges, and structures. The survey notes identify property corners with various monumentation types including concrete monuments, iron rods, iron pipes, and magnetic nails, with associated benchmark distances recorded in feet. The document serves as a foundational reference for the County's design services project for Orange Camp Road widening from Woodland Boulevard to Kirkaldry Court, providing precise existing conditions data necessary for the engineering design of the proposed 4-lane divided urban section, 2-lane divided urban section, and single-lane roundabout improvements.
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SHEET NO.
OF
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
SURVEYOR'S CERTIFICATION
VOLUSIA COUNTY, FLORIDA
PUBLIC WORKS DEPARTMENT
SPECIFIC PURPOSE SURVEY
FOR RIGHT OF WAY
ORANGE CAMP ROAD (CR 4116)
VOLUSIA COUNTY, FLORIDA
TO EAST OF VICTORIA HILLS DRIVE
FROM WEST OF US 17-92 (WOODLAND BLVD)
STATE OF FLORIDA
VOLUSIA COUNTY, GOVERNMENT
COUNTY COUNCIL
JEFF BROWER, COUNTY CHAIR
COUNTY MANAGER
DISTRICT 5 REPRESENTATIVE
DISTRICT 4 REPRESENTATIVE
REPRESENTATIVE
VICE CHAIR, DISTRICT 3
DISTRICT 2 REPRESENTATIVE
DISTRICT 1 REPRESENTATIVE
AT-LARGE REPRESENTATIVE
GEORGE RECKTENWALD
DAVID SANTIAGO
TROY KENT
DANNY ROBINS
MATT REINHART
DON DEMPSEY
JAKE JOHANSSON
PUBLIC WORKS, DIRECTORBENJAMIN BARTLETT
GENERAL NOTES
LENGTH OF PROJECT
LINEAR FEET MILES
INDEX OF SHEETS
DESCRIPTIONSHEETS
COVER SHEET
DETAIL SHEETS
KEY MAP SHEET
PL
BL
= WOODS/TREE LINE
= OVERHEAD ELECTRIC WIRE
= SPAN WIRE
= TREE (UNKNOWN)
= PINE TREE
= OAK TREE
= WIRE PULLBOX
= TELEPHONE PEDESTAL
= SIGNAL SPAN POLE
= MANHOLE
= LIGHT POLE
= GUY ANCHOR
= DELINEATOR POST
= BOLLARD
= WOODBOARD FENCE
= WITH
= STATION
= SIDEWALK
= SECTION
= RIGHT OF WAY
= RIGHT
= REINFORCED CONCRETE PIPE
= REGISTERED LAND SURVEYOR
= PROPERTY LINE
= PROPERTY HOOK (SAME OWNER)
& MAPPER
= PROFESSIONAL SURVEYOR
= PROFESSIONAL LAND SURVEYOR
= POINT ON TANGENT
= POINT OF INTERSECTION
= PLAT DATA
= PLAT BOOK
= PERMANENT REFERENCE MONUMENT
= PARKER-KALON
= PAGE
= EXISTING
= EASEMENT
= EDGE OF PAVEMENT
VALUE
= EASTING PLANE COORDINATE
= DRIVEWAY
= DELTA (CENTRAL ANGLE)
= DEGREES
= DEED DATA
= DEED BOOK
= COUNTY ROAD
= COUNTY
WITH DISK
= CONCRETE MONUMENT
= CONCRETE MONUMENT
= CONCRETE
STRUCTURE
= CONCRETE BLOCK
= CURB INLET
= CATCH BASIN
= CHAIN LINK FENCE
= CENTERLINE
= CALCULATED DATA
= BARBWIRE FENCE
= BUILDING
= BASELINE
= AND
= APPROXIMATE
= OFFICIAL RECORDS BOOK
= NUMBER
= NOT TO SCALE
= NOT APPLICABLE
COORDINATE VALUE
= NORTHING PLANE
= NAIL AND DISK
= NAIL
= MITERED END SECTION
= MAG NAIL AND DISK
SURVEYING BUSINESS
= LICENSED
= LEFT
= IRON ROD AND CAP
= IRON ROD
= IRON PIPE AND CAP
= IRON PIPE
= INCORPORATED
= INCHES/SECONDS
= IDENTIFICATION
= GOVERNMENT
= FOUND
OF TRANSPORTATION
= FLORIDA DEPARTMENT
= FLORIDA
= FIELD DATA
= FENCE
= EXISTING WELL
TELEPHONE POLE
= EXISTING
= EXISTING SIGN
POWER POLE
= EXISTING
COMBINATION POLE
= EXISTING
SD
LEGEND
DATE:
LB NO. 8011
TELEPHONE: (407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUE
DEWBERRY ENGINEERS, INC.
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 4633
WILLIAM P. HINKLE, PSM
2 - 3
4 - 13
2.11111148.59
SEPTEMBER 07, 2023.
ON COMPLETED AND DIRECTION MY UNDER PERFORMED SURVEY FIELD A OF DEPICTION
COMPLETE AND ACCURATE TRUE, A IS 13 THROUGH 1 SHEETS OF CONSISTING DRAWING, THIS
PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
CODE ADMINISTRATIVE FLORIDA 5J-17.050-.52 CHAPTER IN SURVEYORS LAND PROFESSIONAL
OF BOARD FLORIDA THE BY FORTH SET STATUTES. FLORIDA 472.027, SECTION TO PURSUANT
CODE, ADMINISTRATIVE FLORIDA 5J-17, CHAPTER IN MAPPERS AND SURVEYORS PROFESSIONAL
OF BOARD FLORIDA THE BY FORTH SET PRACTICE OF STANDARDS THE WITH COMPLIANCE IN
IS AND CHARGE RESPONSIBLE MY UNDER DONE WAS SURVEY SAID THAT AND HEREON DEPICTED
AND SHOWN FACILITY TRANSPORTATION THE FOR BASELINE THE MAPPING AND DESCRIBING
SURVEYING, OF PURPOSE THE FOR MADE WAS SURVEY PURPOSE SPECIFIC THIS CERTIFY HEREBY I
ON 10-13-2023 PER FAC 5J-17.062(2).
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY WILLIAM P. HINKLE, PSM NO. 4633, THE ELECTRONIC SIGNATURE HEREON IS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE (FAC) 5J-17.062(3)
LOCATED.
BEEN NOT HAVE ANY, IF ENCROACHMENTS, FOUNDATION UNDERGROUND AND IMPROVEMENTS INTERIOR FIXED
RECORD OR PLAT DEDICATION, UNLESS SPECIFICALLY SHOWN OTHERWISE.
OF DEEDS LAST MAPS, WAY OF RIGHT ON BASED ARE HEREON SHOWN LINES WAY OF RIGHT EXISTING THE
THIS SPECIFIC PURPOSE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF TITLE INFORMATION REPORT.
MUST BE CONSIDERED WITH OBTAINING SCALED DATA.
THIS REPRODUCTION. BY SIZE IN ALTERED BEEN HAVE MAY MAPS THESE FACT THE TO DIRECTED IS ATTENTION
CALCULATED FROM A CLOSED FIELD TRAVERSE, OR CALCULATED FROM REDUNDANT FIELD MEASUREMENTS.
MEASUREMENTS, FIELD DIRECT OF RESULT THE IS (F) AS DESIGNATED DATA ALL NOTED, OTHERWISE UNLESS
TOPOGRAPHIC SURVEY DATA SHOWN HEREON WAS PERFORMED BY THIS FIRM AND COMPLETED IN JULY 18, 2023.
PLATS AND DEEDS HAVE NOT BEEN SHOWN ON THIS SURVEY.
SAID ON SHOWN BEARINGS DATUM. PROJECT THE TO ROTATED BEEN HAVE DEEDS AND PLATS FROM BEARINGS
TOWNSHIP 17 SOUTH, RANGE 30 EAST, BEING N89°34'59"E.
34, SECTION OF QUARTER NORTHWEST THE OF LINE NORTH THE ON BASED ARE HEREON SHOWN BEARINGS
PERMANENT REFERENCE NETWORK (FPRN) STATIONS "DELAND", "EUSTIS" AND "SANFORD".
SYSTEM, FLORIDA EAST ZONE (0901), NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, USING THE FLORIDA
COORDINATE PLANE STATE FLORIDA THE ON BASED ARE HEREON SHOWN COORDINATES AND BEARINGS THE
RECORD.
OF DEEDS LAST AND RECORD OF PLATS SURVEY, FIELD FROM DETERMINED BEEN HAVE BOUNDARIES PROPERTY
PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.
THE IN FOUND ARE HEREON REFERENCED BOOKS DEED AND BOOKS RECORDS OFFICIAL PLATS, RECORDED ALL
APPRAISAL OF THE RIGHT OF WAY REQUIRED FOR TRANSPORTATION FACILITIES.
THE IN AID AN AS AND WAY, OF RIGHT EXISTING DEPICTING MONUMENTATION, EXISTING LOCATING SURVEY, OF BASELINE THE ESTABLISHING OF PURPOSE THE FOR PREPARED BEEN HAS SURVEY PURPOSE SPECIFIC THIS
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
POT STA.628+00.00
CAMP ROAD (CR 4116)
£ SURVEY ORANGE
END SURVEY
POT STA.516+51.41
(CR 4116)
ORANGE CAMP ROAD
£ SURVEY MCGREGOR/
BEGIN SURVEY
NTSTOWNSHIP 18 SOUTH
TOWNSHIP 17 SOUTH
27 26
Taylor Road
CASADAGA
FS
P
15A 92
400 4
EXIST
ESMT
EOP
E
DWY
(D)
DB
CR
CO
CMD
CM
CONC
CBS
CINL
CB
CLF
CL
(C)
BWF
BLDG
APPROX.
ORB
NO.
NTS
N/A
N
ND
NL
MES
MND
LB
LT
IRC
IR
IPC
IP
INC.
ID.
GOVT
FND
FDOT
FLA
(F)
WBF
W/
STA.
SWK
SEC
R/W
RT
RCP
RLS
PSM
PLS
POT
PI
(P)
PB
PRM
PK
PG
510 520 530 540 550 560
29 28
20 21
28 28
21 22
28 27
TOWNSHIP 17 SOUTH
TOWNSHIP 18 SOUTH
SW 1/4
NW 1/4
SW 1/4
NW 1/4 NE 1/4
SE 1/4
NE 1/4
SE 1/4
FND CAR AXLE
NW COR, SW 1/4, SEC 33
2642.25'(F) .6
F
ASSOC. LB 2791"
FND NLD "BLACKWELL &
NW COR, NW 1/4, SEC 28
NO ID
FND 5/8" IR
NW COR, SW 1/4, SEC 28
.9
F
NO ID
FND 1/2" IR
NW COR, NE 1/4, SEC 28
IN ASPHALT CUT-OUT
FND 1" IP NO ID
NW COR, SE 1/4, SEC 28
NOTHING FND OR SET
E= 559823.5473
N= 1690733.5096
PI STA.526+42.25
CUT-OUT
NO ID IN ASPHALT
FND MAG NAIL
NW COR, NW 1/4, SEC 33
E 558172.2200
N 1690717.4070
U S
-9
W O
O D
L A
N D
B
L V
D
NOTHING FND OR SET
NW COR, NE 1/4, SEC 33
E 560814.3437
N 1690743.1711
(NO CURVE)
.0
F
.4
F
FND R/R SPIKE
SW COR, SW 1/4, SEC 33
NO ID
FND 4"X4" CM
SW COR, SE 1/4, SEC 33
.0
F
33 34
FND 3" IP NO ID
SW COR, SW 1/4, SEC 34
NO ID
FND 4"X4" CM
W/ 1/4" IR NO ID
FND 4"X4" CM
1006.76'(F)
NO ID
FND 4"X4" CM
NW COR, SW 1/4, SEC 34
.3
F
FND CAR AXLE
NW COR, NW 1/4, SEC 27
NOTHING FND OR SET
NW COR, SW 1/4, SEC 27
MB 47, PG 187
CRYSTAL COVE
(1)
(2)
MB 57, PG 85
BENTLEY GREEN
(3)
(4)
32 33
MB 54, PG 153
WELLINGTON WOODS
(5) (6) (7)
(8)
MB 10, PG 249
HILLY PINES
SEE DETAIL "A"
NW 1/4
SW 1/4
NE 1/4
SE 1/4
MB 10, PG 249
HILLY PINES
NO ID
FND 4"X4" CM
.8
F
(F
.9
NTS
DETAIL "A"
MB 54, PG 146
HUNTINGTON DOWNS
(CR 4116) AND SEC LINE
ORANGE CAMP ROAD
£ SURVEY
(CR 4116) AND SEC LINE
MCGREGOR ROAD
£ SURVEY
POT STA.516+51.41
(CR 4116)
ORANGE CAMP ROAD
£ SURVEY MCGREGOR/
BEGIN SURVEY
POT STA.500+00.00
(CR 4116)
ORANGE CAMP ROAD
£ SURVEY MCGREGOR/
BEGIN ALIGNMENT
SHEET NO.
OF
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
PI STA.552+86.91
ASPHALT CUT-OUT
NO ID IN
FND 3/4" IP
NW COR, NW 1/4, SEC 34
E 563458.8890
N 1690768.3920
(NO CURVE)
RANGE 30 EAST
(9)
(11)
(10)
12000 200 400 800
Scale: 1" = 400'
SUBDIVISION DATA INDEX
MB 54, PG 146
HUNTINGTON DOWNS
MB 35, PG 16
SUBDIVISION
COUNTRY CLUB MANOR
MB 10, PG 98
COUNTRY CLUB ESTATES
MB 7, PG 103
CLUB'S SUBDIVISION
MAP OF THE DELAND COUNTRY
MB 41, PG 53
GLEN EAGLES GOLF VILLA
MB 53, PG 61
CARRIAGE HOMES
MB 41, PG 191
SHOPPING CENTER
WEST VOLUSIA REGIONAL
MB 56, PG 159
COUNTRY CLUB CORNERS
MB 60, PG 147
LOT 5 REPLAT
COUNTRY CLUB CORNERS
MB 8, PG 31
SUBDIVISION
DELAND COUNTRY CLUB
MB 55, PG 143
CENTER SUBDIVISION
SPRING OAKS PROFESSIONAL
(11)
(10)
(9)
(8)
(7)
(6)
(5)
(4)
(3)
(2)
(1)
NW 1/4
SW 1/4
NW 1/4
SW 1/4
550 560 570 580 590 600 610 620 630 640 650
21 22
28 27
.0
F
33 34
FND 3" IP NO ID
SW COR, SW 1/4, SEC 34
W/ 1/4" IR NO ID
FND 4"X4" CM
NO ID
FND 4"X4" CM
NW COR, SW 1/4, SEC 34
.3
F
FND CAR AXLE
NW COR, NW 1/4, SEC 27
NOTHING FND OR SET
NW COR, SW 1/4, SEC 27
MB 54, PG 153
WELLINGTON WOODS
(8)
22 23
27 26
23 24
NOTHING FND OR SET
NW COR, NE 1/4, SEC 27
NOTHING FND OR SET
NW COR, NW 1/4, SEC 26
CAR AXLE IN IT NO ID
FND 4"X5" CM W/
NW COR, NE 1/4, SEC 26
"TINKLEPAUGH LB 3778"
3.5" ALUMINUM DISK
FND ALUMINUM PIPE W/
NE COR, NE 1/4, SEC 26
NW 1/4 NE 1/4 NW 1/4 NE 1/4
SW 1/4 SE 1/4
SW 1/4
SE 1/4
NOTHING FND OR SET
SW COR, SW 1/4, SEC 34
34 35
CAR AXLE IN IT NO ID
FND 4"X5" CM W/
SW COR, SW 1/4, SEC 35
"PRM LB 6723"
FND 4"X4" CM
SW COR, SE 1/4, SEC 35
35 36
LEANING SW 0.42'
FND CAR AXLE
SE COR, SE 1/4, SEC 35
.8
F
.8
F
.6
F
FND CAR AXLE
NW COR, SE 1/4, SEC 27
NOTHING FND OR SET
NW COR, SW 1/4, SEC 26
"PRM LB 8011"
FND 4"X4" CMD
NW COR, SE 1/4, SEC 26
.9
F
ILLEGIBLE
FND 5/8" IRC
NE COR, SE 1/4, SEC 26
.1
F
SE 1/4SW 1/4
NE 1/4NW 1/4
0.02'N, 0.59'E(F)
"FPC R/W"
FND 6"X6" CM
0.30'N, 0.33'W(F)
"PRM LB 68"
FND 4"X4" CMD
0.31'S, 0.52'W(F)
ILLEGIBLE
FND 1" IPC
NO ID
FND 4"X4" CM
NW COR, SE 1/4, SEC 34
.6
F
NO ID
CAR AXLE IN IT
FND 4"X5" CM W/
NW COR, SW 1/4, SEC 35
SW 1/4 SE 1/4
.3
F ) 35 "2299"
FND 4"X4" CMD
NW COR, SE 1/4, SEC 35
.0
F
) "PRM LB 68"
FND 4"X4" CMD
NE COR, SE 1/4, SEC 35
NW 1/4
NE 1/4
MB 54, PG 146
HUNTINGTON DOWNS
MB 44, PG 106
TIMBERS
MB 48, PG 54
INCREMENT ONE
VICTORIA PARK SOUTHWEST
MB 53, PG 108
NORTHWEST
VICTORIA PARK INCREMENT FOUR
PI STA.579+42.40
NO ID
FND RR SPIKE
NW COR, NE 1/4, SEC 34
E 566114.3050
N 1690787.7110
(NO CURVE)
34 35
26 25
"LB 6429"
FND NLD
NW COR, NW 1/4, SEC 35
E 568757.8450
N 1690808.6570
(NO CURVE)
PI STA.605+86.02 PI STA.632+49.90
NOTHING FND OR SET
NW COR, NE 1/4, SEC 35
E 571421.7238
N 1690811.7745
(NO CURVE)
NOTHING FND OR SET
E= 571021.8193
N= 1690811.3065
DRIVE (F)(P)
VICTORIA HILLS
MB 41, PG 137
WOOD
WESTMINSTER
2655.49'(F) 2611.80'(F)
NOTHING FND OR SET
E= 574033.5188
N= 1690818.3964
NE COR, NE 1/4, SEC 35
TOWNSHIP 17 SOUTH
TOWNSHIP 18 SOUTH
(CR 4116) AND SEC LINE
ORANGE CAMP ROAD
£ SURVEY
(CR 4116) AND SEC LINE
ORANGE CAMP ROAD
£ SURVEY
POT STA.628+00.00
CAMP ROAD (CR 4116)
£ SURVEY ORANGE
END SURVEY
POT STA.658+61.71
CAMP ROAD (CR 4116)
£ SURVEY ORANGE
END ALIGNMENT
SHEET NO.
OF
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
PI STA.552+86.91
ASPHALT CUT-OUT
NO ID IN
FND 3/4" IP
NW COR, NW 1/4, SEC 34
E 563458.8890
N 1690768.3920
(NO CURVE)
MB 10, PG 98
ESTATES
COUNTRY CLUB
MB 35, PG 16
SUBDIVISION
CLUB MANOR
COUNTRY
M B
P G
W O
O D
S
W E
L L
IN
G T
O N
12000 200 400 800
Scale: 1" = 400'
RANGE 30 EAST
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
512 513 514 515 516 517 518 519 520 521 522 523 524
"PCP LB 7230"
FND NLD
37.45'RT(F)
STA.512+11.32
PLS 3736"
"SE SMITH
FND 1/2" IRC
37.45'RT(F)
STA.513+21.36
.5
F
226.36'(F)
67.50'RT(F)
STA.515+48.23
CD= 80.11'(F)
R= 3060.00'(F)
L= 80.11'(F)
66.45'RT(F)
STA.516+28.33
"PSM 5807"
FND 1/2" IRC
.4
F
NW 1/4
NE 1/4,
NW 1/4
NW 1/4,
61.01'RT(F)
STA.518+36.23
CD= 76.97'(F)
R= 2940.00'(F)
L= 76.97'(F)
60.00'RT(F)
STA.519+13.19
220.88'(F)
NOTHING FND OR SET
E= 559823.5473
N= 1690733.5096
PROJECT NO. P-950
PER VOLUSIA COUNTY R/W MAP
� SURVEY MCGREGOR ROAD
D
(60' NOT RELEASED)
PER ORB 3155, PG 221
LINE BY MURPHY RESERVATION
EXIST VOLUSIA COUNTY R/W
.0
F
D
SEC 28
SEC 33
N '2
W
.0
F
S T
A .5
.6
2.87'LT(F)
STA.521+33.61
40.00'LT(F)
STA.521+33.15
MB 55, PG 143
CENTER SUBDIVISION
SPRING OAKS PROFESSIONAL
MB 47, PG 187
CRYSTAL COVE
.0
F
219.97'(F) 220.27'(D)
ORB 3754, PG 478
R/W ESMT LINE PER
EXIST VOLUSIA COUNTY
D
D
40.00'LT(F)
STA.519+13.19
38.96'LT(F)
STA.518+33.61
C2 182.56'(F) 182.83'(D)
(F
.1
5.00'(F)
"EFIRD LB 7230"
FND 5/8" IRC
.2
F
SW 1/4, SEC 28
E LINE, W 1/4, SE 1/4,
37.50'(F)
"PRM LS 4245"
FND 4"X4" CMD
167.79'(P)
ESMT (P)
5' PEDESTRIAN
TRACT A
.00 '(P
.27 '(P
.0
'(P
(N O
N -R
A D
IA
L (P
.2
'(P
21.85'(P)
.00 '(P
.98 '(P
.68 '(P)
(N O
N -R
A D
IA
L (P
.2
'(P
.6
P
H
TRACT
.9
F
S W
/4
S E
C
E
L
IN
E
S W
/4
R= 100.00'(P)
L= 58.82'(P)
SW 1/4
SW 1/4,
SW 1/4
SE 1/4,
SW 1/4, SEC 28
N LINE, SW 1/4,
SW 1/4, SEC 28
N LINE, SE 1/4,
SEC 28
SE 1/4, SW 1/4,
NE COR, W 1/4,
1321.65'(F)
330.41'(F)
LOT 3
LOT 1
LOT 2 LOT 4
LOT 5
165.14'(P)
330.28'(P)
165.14'(P)
R
.0
P
L
.7
P
R
.0
P
L
.2
P
165.12'(P) 62.80'(P)
.5
F
NO ID
BUSTED CAP
FND 5/8" IRC
37.56'LT(F)
STA.514+85.63
"EFIRD LB 7230"
FND 5/8" IRC
37.50'LT(F)
STA.515+48.23
C1
"EFIRD LB 7230"
FND 5/8" IRC
38.51'LT(F)
STA.516+25.58
L1
ORB 3754, PG 478
R/W ESMT LINE PER
EXIST VOLUSIA COUNTY
AND MB 55, PG 143
ORB 5061, PG 2212
R/W ESMT LINE PER
EXIST VOLUSIA COUNTY
227.43'(F) 227.92'(P) 227.63'(D)
.0
P
.4
P
.7
P
165.13'(P)
.2
P
.7
P
ORB 5227, PG 3651 (P)
UTILITY ESMT PER
15' DRAINAGE AND
25'(P) 25'(P)
PG 2826 (P)
PG 4674 AND ORB 5162,
UTILITY ESMT PER ORB 4985,
INGRESS/EGRESS AND PUBLIC
PARKING ESMT (P)
INGRESS/EGRESS AND
PARKING ESMT (P)
INGRESS/EGRESS AND
108.70'(P) 56.43'(P)
3.70'(P)
.3
P
.5
P
ORB 5227, PG 3651 (P)
UTILITY ESMT PER
10' DRAINAGE AND
15'(P)15'(P)
(O V
E R
A L L
.5
P
(O V
E R
A L L
.5
P
S R
D
R /W
M A
P
S
E C
-1
E X
IS
T
F
D O
T
R /W
L
IN
E
P
E R
P
E R
S
R D
P
S
E C
-1
R /W
F
U S
-9
W O
O D
L A
N D
B
L V
D
O R
IG
IN
A L
L
O T
L
IN
E
MB 8, PG 31
SUBDIVISION
CLUB
COUNTRY
DELAND
.0
F
.0
F
C3
53.00'(F)
N00°58'27"W
S T
A .5
.6
L3L2
4.33'LT(F)
STA.523+33.60
C4
150'(P)
P
P
P
P
P
375.55'(D)
CD= 375.72'(F)
R= 3951.83'(F)(D)
375.69'(D)
L= 375.86'(F)
S R
D
P
S
E C
-1
E X
IS
T
F
D O
T
R /W
L
IN
E
P
E R
AND ORB 5638, PG 4673
SRD R/W MAP SEC 7904-108
EXIST FDOT R/W LINE PER
ORB 8161, PG 3619
EXIST R/W LINE PER
SW 1/4, SEC 28
NW COR, SE 1/4,
NW 1/4, SEC 33
SW COR, NE 1/4,
.6
P
(P)
15'
(P)
15'
AND ORB 5162, PG 2826 (P)
PER ORB 4985, PG 4674
STORM DRAINAGE ESMT
ORB 4985, PG 4674 (P)
UTILITY ESMT PER
STORM DRAINAGE AND
(60' NOT RELEASED)
PER ORB 3155, PG 221
LINE BY MURPHY RESERVATION
EXIST VOLUSIA COUNTY R/W
R /W
P
C R
Y S
T A
L
O
A K
D
R
IV
E
P
.6
P
.0
P
R
.0
P
L
.1
P
85.01'(P)
84.08'(F)
OF LOT 9
A PORTION
"PRM LB 3019"
FND 4"X4" CMD
NOT PLATTED
.0
F
35.00'(F)
+97.24
L4
O R
B
P G
E X
IS
T
R /W
L
IN
E
P
E R
141.31'(F)
PLATTED
NOT
224.90'(F) 226.29'(P) (NR)(P)
LOT 4
ORB 7144, PG 3888 (P)
AREA NO. 3 PER
40' TREE PROTECTION
R= 3951.83'(P)
L= 251.58'(P)
MB 56, PG 159
CORNERS
COUNTRY CLUB
.6
P
P
L1
L2
L3
LINE BEARING DISTANCE
LINE DATA
L4
CURVE DATA
CURVE ¬ CHORD DISTANCE
C1
C2
C3
C4
RADIUSLENGTH BEARING
77.36'(F)(P) 77.30'(D) 2955.00'(F)(P)(D) 77.36'(F)(P)
79.59'(F)(D) 3040.00'(F)(D) 79.58'(F)
37.13'(F) 3751.83'(F) 37.13'(F)
30.68'(F) 3951.83'(F) 30.68'(F)
25.50'(F) 24.96'(P) 25.22'(D)
N00°58'27"W 2.87'(F)
N00°58'27"W 4.33'(F)
63.69'(F)
1321.12'(F) 330.28'(F) 990.84'(F)
2642.24'(F)
.5
F
) STA.513+21.12
N W
/4
S E
C
W
L
IN
E
N E
/4
309.67'(P)
LOT 1
.9
P
MB 41, PG 191
SHOPPING CENTER
WEST VOLUSIA REGIONAL
S R
D
P
S
E C
-1
E X
IS
T
F
D O
T
R /W
L
IN
E
P
E R
ACCESS ESMT (P)
1.0' NON-VEHICULAR
SEC LINE
ROAD (CR 4116) AND
£ SURVEY MCGREGOR
POT STA.516+51.41
(CR 4116)
ORANGE CAMP ROAD
£ SURVEY MCGREGOR/
BEGIN SURVEY
WATERWATER
WATER
ELEC
WATERWATERBACK FLOW
GAS
WATER
WATER
NPW
NPW
6'X6' HEDGE
'X .5
H E D
G E 4
'X ' H
E D
G E
6'X6'
HEDGE
4'X4' HEDGE
3' WOOD
3' WOOD
"STOP"
3'X3' HEDGE
6" CURB
CENTER"
PROFESSIONAL
"SPRING OAKS
ASPH DWY
CONC SWKCONC SWK
EDGE OF ASPH
EDGE OF ASPH
ASPH DWY
0.5'X3' HEDGE
EDGE OF ASPH EDGE OF ASPH
LOT
PARKING
ASPH
ASPH PARKING LOT
EDGE OF ASPH EDGE OF ASPH EDGE OF ASPH
6" CURB
6" CURB
6" CURB
6" CURB 6" CURB
6" CURB 6" CURB
DWY
ASPH
SHLDR
BROKEN ASPH
ASPH PARKING LOT
CONC SWK
"STOP"
EDGE OF ASPH
EDGE OF ASPH
GATE
GATE
7' PVC
8' WALL
COMMONS"
"SOUTHPOINTE
ASPH PARKING LOT
ASPH DWY
3'X3' HEDGE
CONC SWK
CONC SWK
TOETOE
TOP TOP
6' WALL
PAD
ADA
PAD
ADA
PAD
ADA
PAD
ADA
2' C&G
2' C&G
2' C&G
2' C&G
GLM
CURB
MEDIAN
CURB
MEDIAN
TOP
EDGE OF ASPH
ASPH PARKING LOT
EDGE OF ASPH
EDGE OF ASPH
CONC
CONC SWK
CONC SWK
CONC SWK
CONC
RETAINING WALL
RETAINING WALL
3'X3' HEDGE
EDGE OF ASPH
EDGE OF ASPH
EDGE OF ASPH
EDGE OF ASPH
CONC MEDIAN
CONC SWK
CONC
3'X7' HEDGE
ASPH PARKING LOTEDGE OF ASPH
6" CURB
"NO TRESPASSING"
9" CONC 9" CONC
9" CONC
9" CONC
9" CONC 9" CONC
#8001488
12" WOOD
4" FIBERGLASS
6" METAL
6' WOOD PRIVACY
6' UNKNOWN PRIVACY
6' BRICK WALL
MES
W/ GRATE
CATCH BASIN
W/ GRATE
CATCH BASIN
BASIN
CATCH
BASIN
CATCH
BASIN
CATCH
W/ GRATE
CONC SPILLWAY
CONC SPILLWAY
8" METAL
DWY
ASPH
BROKEN ASPH
0 20 40 80 120
Scale: 1" = 40'
SECTIONS 28 AND 33, TOWNSHIP 17 SOUTH, RANGE 30 EAST
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
524 525 526 527 528 529 530 531 532 533 534 535 536 537
ORB 8161, PG 3619
EXIST R/W LINE PER
PLATTED
NOT
ORB 8161, PG 3619
EXIST R/W LINE PER
224.90'(F) 226.29'(P) (NR)(P)
.0
F
.0
F
990.84'(F)
2642.24'(F)
.0
F
15.00'(F)
35.00'(F)
+38.59
"PRM LB 3019"
FND 4"X4" CMD
L1
MB 60, PG 147
LOT 5 REPLAT
COUNTRY CLUB CORNERS
.0
F
.9
P
.0
F
.8
D
"PRM LB 3019"
FND 4"X4" CMD
38.53'(F)(P)
"PRM LB 3019"
FND 4"X4" CMD
"PRM LB 3019"
FND 4"X4" CMD
257.26'(F) 257.21'(P)
ORB 7061, PG 4188 (P)
ESMT PER
CROSS-ACCESS
P R
IV
A T
E
R
O A
D
(P
R O
A D
B
O R
B
P G
(P
A C
C E S S
E S
M T
P
E R
AND MB 60, PG 147
ORB 7088, PG 4910
EXIST R/W LINE PER
AND MB 60, PG 147
ORB 7088, PG 4910
EXIST R/W LINE PER
L1
L2
L3
LINE BEARING DISTANCE
LINE DATA
L4
AND UTILITY ESMT
ACCESS, DRAINAGE
ESMT PER ORB 7144, PG 3888 (P)
TREE PROTECTION AREA NO. 6
P G
(P
P E
R
O
R B
A R
E A
N
O
E S
M T
T R
E E
P
R O
T E
C T
IO
N
PG 3888 (P)
PER ORB 7144,
AREA NO. 4 ESMT
TREE PROTECTION
.0
(F
103.72'(F) 103.68'(P) 103.24'(D)
.0
F
CD= 127.88'(F)
R= 488.00'(F)(P)
128.17'(P)
L= 128.25'(F)
"PRM LB 3019"
FND 4"X4" CMD
"PRM LB 3019"
FND 4"X4" CMD
45.03'(F)(P)
"PRM LB 3019"
FND 4"X4" CMD
MB 56, PG 159
COUNTRY CLUB CORNERS
89.17'(P)
89.01'(F)
"PRM LB 3019"
FND 4"X4" CMD
81.48 '(P)
DRAINAGE ESMT (P)
TRACT A
CD= 348.48'(P)
R= 525.00'(P)
L= 355.21'(P)
DRAINAGE ESMT PER ORB 7107, PG 255 (P)
PER ORB 7107, PG 255 (P)
40' TREE PROTECTION AREA NO. 7
.1
.0
F
LOT 5A
MB 57, PG 85
BENTLEY GREEN
.0
F
429.59'(F) 429.63'(P)
AND MB 60, PG 147
ORB 7088, PG 4910
EXIST R/W LINE PER
IN ASPHALT CUT-OUT
FND 1" IP NO ID
NW COR, SE 1/4, SEC 28
.4
C
SE 1/4
W 1/2,SE 1/4, SEC 28
W LINE, W 1/2,
S A
M E
LIN
E
LB 3019"
"SLIGER & ASSOC.
FND 5/8" IRC
LB 3019"
"SLIGER & ASSOC.
FND 5/8" IRC
.0
F
.4
1322.41'(F) 1322.65'(D)
.0
F
AND MB 57, PG 85
ORB 7088, PG 4910
EXIST R/W LINE PER
575.56'(F) 575.38'(P)
TRACT S-3
PER ORB 7181, PG 2664 (P)
RESTRICTED POND S-3A
59.22'(P)
.7
P
42.12'(P)
LOT 50
LOT 49
LOT 48 LOT 47
.89 '(P
CD= 155.89'(P)
R= 220.00'(P)
L= 159.35'(P)
L= 76.18'(P)
C
O-1
TRACT
C
.0
F
.9
P
.8
P
(P
.1
U T
IL
IT
Y
E S
M T
(P
W A
T E
R L
IN
E
E S
M T
(P
S E
W E
R
A
N D
ESMT (P)
7.5' DRAINAGE
ESMT (P)
15' UTILITY
.0
F
RETENTION ESMT PER ORB 3013, PG 1269 (P)
INGRESS, EGRESS, SURFACE WATER
PER ORB 3007, PG 1757 (P)
SEWER LIFT STATION ESMT
(PRIVATE) (P)
STORM SEWER ESMT
RETENTION POND ESMT (PRIVATE) (P)
E S
M T
(PR
IV
A T E ) (P)
R E T E N T
IO
N
PO
N D
E S
M T
(P
R
IV
A T
E (P
S T
O R
M
D
R A
IN
A G
E
309.67'(P)
.0
P
.0
P
NOTHING FND OR SET
NW COR, NE 1/4, SEC 33
E 560814.3437
N 1690743.1711
(NO CURVE)
PI STA.526+42.25
(F
.0
.0
F
.6
C
SEC 28
SEC 33
FOR CONTINUATION
SEE SHEET 2
LOT 1
AUGUST 11, 1986 (P)
ESMT EXECUTED
10' UNRECORDED FPC
366.24'(P)
.2 '(P)
ORB 5981, PG 452
PER ORB 2784, PG 1470 AND
LINE BY MURPHY RESERVATION
EXIST VOLUSIA COUNTY R/W
MB 53, PG 61
CARRIAGE HOMES
577.45'(F) 577.61'(D)
NW 1/4
NE 1/4,
LB 6300"
SURVEYING
"ALTAMONTE
FND 4"X4" CMD
50.01'(F)
.0
F
AREA (P)
RECREATION
TRACT B
99.54'(P)
180.00'(P)
30.00'(P)30.00'(P)30.00'(P)30.00'(P)30.00'(P)30.00'(P)
30.00'(P)30.00'(P)30.00'(P)30.00'(P)30.00'(P)30.00'(P)
180.00'(P)
.0
P
.0
P
.0
P
.0
P
.0
P
.0
P
.0
P
.5
P
.7
P
.0
P
.1
P
.7
P
.1
P
.2
P
.0
P
.0
P
.9
P
P R
IV
A T
E
P
T R
A C
T
A
COMMON AREA (P)
TRACT D
30.00'(P)30.00'(P)30.00'(P)30.00'(P)30.00'(P)
30.00'(P)30.00'(P)30.00'(P)30.00'(P)30.00'(P)
.0
P
.0
P
.0
P
.0
P
.0
P
150.00'(P)
150.00'(P)
30.00'(P)30.00'(P)30.00'(P)30.00'(P)
150.00'(P)
30.00'(P)
.0
P
136.00'(P)
.0
P
LOT
LOT
LOT
LOT
LOT
LOT
LOT
LOT
LOT
LOT
LOT
.0
P
.0
P
C
C
414.67'(F) 414.73'(P)
MB 53, PG 61
EXIST R/W LINE PER
1/2" REBAR NO ID
FND 4"X4" CM W/
NE 1/4, SEC 33
SW COR, NW 1/4,
NE 1/4, SEC 33
W LINE, NW 1/4,
NE 1/4
NW 1/4,
.8
F
LOT 1
T R
A C
T
A
T R
A C
T
A
MB 41, PG 191
WEST VOLUSIA REGIONAL SHOPPING CENTER
.2
(P
LOT
LOT
LOT
LOT
LOT
997.50'(F)
NW 1/4, NE 1/4, SEC 33
W LINE, E 84' OF W 1/2,
.0
F
.4
NE 1/4, SEC 33
SE COR, NW 1/4,
414.70'(P)
ORIGINAL LOT LINE
PLAT (P)
DEDICATED BY THIS
ADDITIONAL R/W
19.55'(P)
CURVE DATA
CURVE ¬ CHORD DISTANCE
C1
C2
C3
C4
RADIUSLENGTH
C D
.5
P
R
.0
P
L
.5
P
D R
IV
E
F P
D Y
S O
N
24.00'
(P)
CD= 12.68'(P)
R= 49.00'(P)
L= 12.71'(P)
MERLOT STREET 24.00' R/W (P)
49.00'(P)76.97'(P) 69.30'(P)
25.00'(P)39.27'(P) 35.36'(P)
.9
P
1.00'(P)
L2 L3
16.00'(P)
14.00'(P)
.0
F
L
19.71'(P)
330.66'(P)
330.58'(F)
.2
F
.2
F
.3
P
STA.536+34.00
AREA (P)
COMMON
TRACT E
EMERGENCY ACCESS (P)
TRACT K
COMMON AREA (P)
TRACT L
C
C
C
C
C
330.69'(F)
C5
C6
C7
30.00'(P)47.12'(P) 42.43'(P)
49.00'(P)76.97'(P) 69.30'(P)
49.00'(P)57.03'(P) 53.87'(P)
49.00'(P)19.94'(P) 19.80'(P)
25.00'(P)39.27'(P) 35.36'(P)
N W
/4
N E
/4
S E
C
W
L
IN
E
E
/2
W
/2
PER MB 41, PG 53
EXIST R/W LINE
PRM RLS 3473"
"CE GODWIN
FND 4"X4" CMD
332.50'(F)
332.64'(P)
L
L
(F
P
.0
50.01'(F)
25.00'(F)
L5
L6
.0
P
.0
P
62.00'(P)
84.00'(P)
AREA (P)
COMMON
.0
P
62.00'(P)
.0
(P
84.00'(P)
2644.67'(F)
1322.33'(F)
TRACT R-3
.9
P
635.56'(F) 635.36'(P)
10' UTILITY ESMT (P)
CD= 54.26'(P)
R= 56.12(P)
L= 56.63'(P)
L= 74.12'(P)
C10
C11
L= 83.17'(P)
C12
C13 C14
6.38'(P)
.0
P
.1
P
.0
P
.8
P
CURVE DATA
CURVE ¬ CHORD DISTANCERADIUSLENGTH
220.00'(P)10.09'(P) 10.09'(P)
220.00'(P)70.44'(P)
220.00'(P)37.39'(P) 37.35'(P)
220.00'(P)23.62'(P) 23.61'(P)
220.00'(P)
100.00'(P)37.80'(P)
100.00'(P)38.77'(P)R= 38.00'(P)
L= 43.44'(P)
C8
C9
C10
C11
C12
C13
C14
70.14'(P)
9.12'(P) 9.12'(P)
NE 1/4, SEC 33
S LINE, NW 1/4,
.20 '(P
.0
'(P
(P
.0
AND SEC LINE
£ SURVEY ORANGE CAMP ROAD (CR 4116)
WATER
3'X3' HEDGE
CONC MEDIAN
3'X7' HEDGE
3'X7' HEDGE
"CVS" CONC SWK
PAD
ADA
"RIGHT TURN ONLY"
ASPH DWY
6" CURB
PAD
ADA
CONC SWK
PLAZA SIGN
CONC MEDIAN
ASPH PARKING LOT
EDGE OF ASPH
6" CURB
"ENTRANCE/EXIT"
"TOW AWAY ZONE"
ASPH DWY
2' C&G
6" CURB
ASPH DWY
PAD
ADA
"COUNTRY CLUB CORNERS"
CONC SWK
EDGE OF ASPH
EDGE OF ASPH
EDGE OF ASPH
EDGE OF ASPH
ASPH DWY
CONC SWK
CONC
CONC
GATE
6.5' CHAINLINK
(BRICK SIGN)
"CARRIAGE HOMES"
SUPPORT
3" BRICK 3" BRICK COLUMNS & WROUGHT IRON
3" BRICK COLUMNS & WROUGHT IRON
EDGE OF ASPH
EDGE OF ASPH
CONC SWK
CONC
6" CURB
8'X24" BRICK PILLAR
CONC CURB
CURB
CONC
CURB
CONC
H E
D G
E
'X
.5
CONC SWK
PAVERS
BRICK
PAVERS
BRICK
ASPH DWY
CONC
2' C&G
2' C&G
CURB
CONC
CURB
CONC
2'X2' HEDGE
2.5'X2' HEDGE
"STOP"
8' PILLAR
8' PILLAR
1.5'X7.5' BRICK WALL
1.5'X6.5' BRICK WALL
1.5'X6.5' BRICK WALL
CONC SWK TOP
6.5' IRON 6.5' IRON GATE
6.5' IRON
CONC SWK
4" FIBERGLASS
4" FIBERGLASS 4" FIBERGLASS
5" METAL
6" METAL
W/ GRATE
CATCH BASIN
W/ GRATE
BASIN
CATCH
W/ GRATE
CATCH BASIN
BASIN
CATCH
(P R
IV
A T
E
A S P
H
D Y S
O N
D
R
0 20 40 80 120
Scale: 1" = 40'
SECTIONS 28 AND 33, TOWNSHIP 17 SOUTH, RANGE 30 EAST
ORB 5638, PG 4673
EXIST R/W LINE PER
141.31'(F)
PLATTED
NOT
224.90'(F) 226.29'(P) (NR)(P)
SW 1/4
SE 1/4,
384.00'(P)
MB 41, PG 53
GOLF VILLA
EAGLES
GLEN
.89 '(P
LOT
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
537 538 539
541 542 543 544
546 547
548 549
MB 57, PG 85
BENTLEY GREEN
PER ORB 7181, PG 2664 (P)
RESTRICTED POND S-3A
TRACT S-3
PER ORB 7181, PG 2664 (P)
RESTRICTED POND S-3B
LOT 46 LOT 45 LOT 44 LOT 43
55.47'(P)50.00'(P)29.39'(P)
21.86'(P)
.89 '(P
134.86'(P)
.75 '(P
MB 41, PG 53
GLEN EAGLES GOLF VILLA
330.66'(P)
330.58'(F)
STA.536+34.00
330.69'(F)
PER MB 41, PG 53
EXIST R/W LINE
PRM RLS 3473"
"CE GODWIN
FND 4"X4" CMD
332.50'(F)
332.64'(P)
.0
P
.0
P
62.00'(P)
62.00'(P)
.0
(P
.0
(P
.0
F
330.58'(F) 330.66'(P)
.0
(P
.0
(P
22.00'
(P)
(P)
22.00'
84.00'(P)
AREA (P)
COMMON
AREA (P)
COMMON
AREA (P)
RETENTION62.00'(P)
.0
(P
(P)
22.00'
.0
(P
22.00'
(P)
.0
(P
.0
(P
62.00'(P)
1322.33'(F) 2644.67'(F)
330.69'(F)
PER MB 41, PG 53
EXIST R/W LINE
44.00'(P) 44.00'(P)
.0
P
19.00'
(P)
(P
.0
25.00'
(P)
.0
P
.0
P
19.00'
(P)
25.00'
(P)
.0
(P
2 1
EAGLES DRIVE (P)
SOUTH GLEN
(PRIVATE) (P)
ESMT (P)
DRAINAGE
20'
E S
M T
(P
D R
A
IN
A G
E
AND ORB 2819, PG 132 (P)
PER ORB 2805, PG 853 & 854
30' INGRESS & EGRESS ESMT
10' UTILITY ESMT (P)
575.56'(F) 575.38'(P)
635.56'(F) 635.36'(P)
1322.41'(F) 1322.65'(D)
.0
F
C12
.8
P
60.00'
(F)(P)
D R
IV
E
F P
B E
N T
L E
Y
G
R E
E N
P
U B
L
IC
60.00'(F)(P)
.0
F
.5
NE 1/4, SEC 33
S LINE, NW 1/4,
NE 1/4, SEC 33
S LINE, NE 1/4,
PRM RLS 3473"
"CE GODWIN
FND 4"X4" CMD
NE 1/4, SEC 33
SW COR, NE 1/4,
.0
F
P
ESMT (P)
DRAINAGE
7.5' 7.50'(P)
ESMT (P)
10' UTILITY
ESMT (P)
15' UTILITY
41.67'(P) 50.00'(P) 40.08'(P)
.3
P
.0
P
.0
P
.2
P
.20 '(P
.45
1'( P)
.0
'(P
MB 54, PG 153
WELLINGTON WOODS
PER ORB 7158, PG 768
OF VOLUSIA COUNTY
DRAINAGE ESMT IN FAVOR
.7
F
40.01'(P)
5.00'(F)
NE 1/4, SEC 33
W LINE, NE 1/4,
NE 1/4
NW 1/4,
NE 1/4
NE 1/4,1
.7
F
.5
P
) STORMWATER (P)
TRACT "B"
1322.83'(P)
582.57'(P)
1322.80'(F) 1323.07'(P)
PER MB 54, PG 153
EXIST R/W LINE
ORIGINAL LOT LINE
PER MB 54, PG 153
EXIST R/W LINE
.0
F
.0
F
ADDITIONAL R/W DEDICATED BY THIS PLAT (P)
TRACT "A"
488.08'(P) 488.08'(P)
(P)
20.00'
1090.43'(F) 1090.65'(P) 1090.43'(F) 1090.65'(P)
.0 0' (P
9.
P)
.0 0' (P
.1 P
.0 0' (P
.0 0' (P
.0
'(P
.0
'(P
.0
'(P
.8
'(P
ESMT (P)
10' DRAINAGE
ESMT (P)
AND UTILITY
10' DRAINAGE
8.33'(P)
.5 6' (P
.8 8' (P
.7
'(P
.5
P
.5
P
3.03'(P)
CD= 99.44'(P)
R= 150.00'(P)
L= 101.35'(P)
ESMT (P)
AND UTILITY
10' DRAINAGE
SWEET BIRCH LANE (P)
P
68.28'(P)
107.00'(P)
119.00'(P)
.6
P
70.19'(P)
CD= 16.97'(P)
R= 12.00'(P)
L= 18.85'(P)
.6
P
106.04'(P)
122.05'(P)
70.62'(P)
CD= 16.97'(P)
R= 12.00'(P)
L= 18.85'(P)
75.10'(P)51
E S
M T
(P
D R
A
IN
A G
E
E S
M T
(P
D R
A
IN
A G
E
UTILITY ESMT (P)
10' DRAINAGE AND
.6
P
.5
P
UTILITY ESMT (P)
10' DRAINAGE AND
69.53'(P) 75.00'(P)75.00'(P)75.00'(P)
.0
P
.0
P
.0
P
.0
P
75.00'(P)75.00'(P) 75.00'(P)69.53'(P)
(R A
D
IA
L
P
.0
P
5 4 3 2
ESMT (P)
10' DRAINAGE
CD= 5.47'(P)
R= 200.00'(P)
L= 5.47'(P)
CD= 58.78'(P)
R= 200.00'(P)
L= 59.00'(P)
CD= 8.73'(P)
R= 319.00'(P)
L= 8.73'(P)
CD= 98.99'(P)
R= 319.00'(P)
L= 99.39'(P)
.8
P
.1
P
.3
'(P
.0
'(P
TRACT "D" TREE PRESERVATION (P)
2.04'(P)
.7
(P
EMERGENCY ACCESS (P)
TRACT "C"
CD= 94.74'(P)
R= 319.00'(P)
L= 95.10'(P)
ESMT (P)
AND UTILITY
10' DRAINAGECD= 20.00'(P)
R= 200.00'(P)
L= 20.01'(P)
CD= 50.53'(P)
R= 200.00'(P)
L= 50.66'(P)
1322.33'(F)
SEC 28
SEC 33
1330.00'(F)
MB 54, PG 153
LINE PER
EXIST R/W
STA.539+64.58
P
P
"33
150'(P)
"EPIC LB 8461"
FND 1/2" IRC
19 - 31
.0
F
.3
.8
P
P
.0
F
NO ID
FND 1" IP
NO ID BENT
FND 1/2" IR
P
P
MB 10, PG 98
CLUB ESTATES
COUNTRY
MB 7, PG 103
CLUB'S SUBDIVISION
DELAND COUNTRY
MAP OF THE
D A
R T
M O
U T
H
R
O A
D
F P P
U B
L
IC
.0
F
.0
F
P
.0
F
.3
15.00'(F)
+29.29
.0
F
P
140.09'(F) 140'(P)140.63'(F) 140'(P)
.0
F
P
PER MB 10, PG 98
EXIST R/W LINE
PER MB 10, PG 98
EXIST R/W LINE
PER MB 7, PG 103
EXIST R/W LINE
SE 1/4
E 1/2, 33
.4
P
P
P
P
P
.6
P
19 - 7
P
.8
F
P
P
19 - 14
13 - 7
NO ID
FND ND
NO ID
FND 1/4" IR
299.90'(F)
.7
F
15.00'(F)
+88.64
20' R/W (F)(P)
ROYAL ROAD
(PUBLIC)
25.00'(F)
+68.64
297.12'(P)
TRACT S-2
.2
P
67.45'(P) 59.14'(P)
LOT 42 LOT 41
LOT 39
LOT 38
R-4
TRACT
.9
P
C13
C14 C15
R= 205.00'(P)
L= 65.50'(P) L= 104.13'(P)
L= 103.93'(P)
R= 325.00'(P)
L= 383.62'(P) L= 101.60'(P)
67.51'(P) 58.70'(P)82.50'(P)
.7
P
ESMT (P)
15' DRAINAGE
CD= 14.24'(P)
R= 205.00'(P)
L= 14.24'(P)
ESMT (P)
15' UTILITY
CD= 21.25'(P)
R= 15.00'(P)
L= 23.62'(P)
ESMT (P)
15' UTILITY
CD= 21.14'(P)
R= 325.00'(P)
L= 21.14'(P)
LOT 40
.0
P
.0
P
.0
'(P
.0
'(P
ESMT (P)
7.5' DRAINAGE
NOT PLATTED
"PRM LB 3019"
FND 4"X4" CMD
CURVE DATA
CURVE ¬ CHORD DISTANCERADIUSLENGTH
220.00'(P)C12
C13
C14
9.12'(P) 9.12'(P)
C15
ORB 7193, PG 2244 (P)
10' UTILITY ESMT PER
.0
(F
.0
(F
484.08'(F)
484.08'(F)
AND MB 57, PG 85
ORB 7088, PG 4910
EXIST R/W LINE PER
ORB 7330, PG 1650
EXIST R/W LINE PER
ORB 7638, PG 124
EXIST R/W LINE PER
ORB 6326, PG 1965
EXIST R/W LINE PER
O R
B
P G
E X
IS
T
R /W
L
IN
E
P
E R
LB 3019"
CMD "PRM
FND 4"X4"
ORB 7163, PG 2624
EXIST R/W LINE PER
(F
.0
25.00'LT(F)
STA.539+84.41
32.12'(D)
32.13'(F)
O R
B
P G
A D
D
IT
IO
N A
L
R /W
L
IN
E
P
E R
SE 1/4, SEC 28
NW COR, E 1/2,
.7
F
P
.7
F
1326.48'(F) 1326.48'(F)
2652.96'(C)
SE 1/4, SEC 28
W LINE, E 1/2,
SE 1/4
W 1/2, SE 1/4, SEC 28
N LINE, E 1/2,
SE 1/4, SEC 28
N LINE, W 1/2,
6.46'(P) 50.00'(P) 6.45'(P)
50.00'(P)10.91'(P) 10.89'(P)
23.51'(P) 15.00'(P) 21.17'(P)
£ SURVEY ORANGE CAMP ROAD (CR 4116) AND SEC LINE
ELEC
3" BRICK COLUMNS & WROUGHT IRON
CONC SLAB ON WALL
ALUM BRACING FOR ELEC PANEL
5" RETAINING WALL
2' RETAINING WALL
CONC SWK
C O
N C
S
W K
2' C&G
2' C&G
CONC MEDIAN
(P
U B
L
IC
A S P
H
S
G
L E
N
E
A G
L E S
D
R
PAD
ADA
EDGE OF ASPH
EDGE OF ASPH
GRAVEL DWY
CONC DWY
CONC SWK
C O
N C
D
W Y
CONC DWY
2.5'X3" WOOD #27
2.5' WOOD
8" RETAINING WALL
2.5' WOOD
C O
N C
D
W Y
2.5' WOOD
2.5' WOOD
DWY
CONC
B R
IC
K
D
W Y
GRAVEL DWY
A S P
H
BRICK DWY
2.5' WOOD
RD/ROYAL RD"
"STOP/ORANGE CAMP
EDGE OF ASPH
EDGE OF ASPH
6' WOOD PRIVACY
.5
P V
C
P
R
IV
A C
Y
P R
IV
A C
Y
W O
O D
PRIVACY
4' WOOD
P R
IV
A C
Y
W O
O D
GATE
CONC SWK CONC DWY
CONC SWK
#2477
RESIDENTIAL
SINGLE STORY
FOR LIMITS)
(NO ACCESS
BUILDING
REFLECTOR REFLECTOR
RD/ORANGE CAMP RD"
"STOP/DARTMOUTH
CONC DWY
4' CHAINLINK
4' CHAINLINK
GATE
4' CHAINLINK
BRICK SWK
GRAVEL DWY
FOR LIMITS)
(NO ACCESS
BUILDING
GATE
GATE
4' CHAINLINK
6' PVC PRIVACY
EDGE OF ASPH
EDGE OF ASPH
EDGE OF ASPH
AZALEA HEDGE
NPWVLV
5'X5' AZALEA
3' HEDGE
3.5' HEDGE
GLM
1'X6' WALL
CONC PAD CONC MEDIAN
P V
C
4' PVC 4' PVC
P V
C
ASPH
2' C&G
#82996
8" WOOD
INLET
CURB
INLET
CURB
ORNAMENTAL
ORNAMENTAL
SECTIONS 28 AND 33, TOWNSHIP 17 SOUTH, RANGE 30 EAST
0 20 40 80 120
Scale: 1" = 40'
84.00'(P)
"EPIC LB 8461"
FND 1/2" IRC
14.97'LT(F)
STA.549+48.70
150'(P)
.0
P
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
550 551 552 553 554 555 556 557
558 559 560 561 562
488.08'(P)
1090.43'(F) 1090.65'(P)
106.04'(P) 52.15'(P) 54.38'(P)
122.05'(P)
CD= 16.97'(P)
R= 12.00'(P)
L= 18.85'(P)
E S
M T
(P
D R
A
IN
A G
E
.6
P
.5
P
118.62'(P)
.8
P
66.64'(P)
UTILITY ESMT (P)
10' DRAINAGE AND
75.00'(P)
CD= 16.58'(P)
R= 12.00'(P)
L= 18.30'(P)
UTILITY ESMT (P)
10' DRAINAGE AND
E S
M T
(P
D R
A
IN
A G
E
18.19'(P)
30.19'(P)47.31'(P)75.00'(P)
.5
P
.0
P
77.50'(P)
2 1
ESMT (P)
10' DRAINAGE
P R
E S
E R
V A
T
IO
N
P
T R
E E
T R
A C
T
D
.0
F
.0
F
1322.83'(P)
ORIGINAL LOT LINE
80.00'RT(F)
STA.550+56.40
"LB 6680"
FND 5/8" IRC
.0
F
.4
.0
F
.4
28.32'(F) 28.28'(P)
.2
F
P
P
80.00'(F)(P)
P
U B
L
IC
CD= 16.84'(P)
R= 12.00'(P)
L= 18.67'(P)
U T
IL
IT
Y
E S
M T
(P
D R
A
IN
A G
E
A
N D
1322.33'(F)
80.00'RT(F)
STA.551+76.40
112.38'(F) 112.42'(P)
28.28'(P)
28.32'(F)
2644.67'(F)
TREE PRESERVATION (P)
TRACT "H"
DRAINAGE (P)
TRACT "J"
.4
P
.5
P
.6
P
.6
P
.6
P
.0
P
.5
P
.5
P
2.37'(P)
118.17'(P)
116.57'(P)
114.77'(P)
134.55'(P)
.7
P
(P)
20.01'
10.00'(P) 10.00'(P)
.0
(F
P
.0
(F
28 27
33 34
MB 54, PG 153
LINE PER
EXIST R/W
1322.80'(F) 1323.07'(P)
BY THIS PLAT (P)
R/W DEDICATED
ADDITIONAL
TRACT "A"
MB 54, PG 153
LINE PER
EXIST R/W
.6
F
P
.7
F
.5
F
NE 1/4, SEC 33
SE COR, NE 1/4,
1330.00'(F)
NE 1/4, SEC 33
S LINE, NE 1/4,
NE 1/4
NE 1/4,
A V
E N
U E
F P
W O
O D
S
W E
L L
IN
G T
O N
MB 54, PG 153
WELLINGTON WOODS
331.87'(F)
.0
F
ORB 4041, PG 100
EXIST R/W LINE PER
O R
B
P G
E X
IS
T
R /W
L
IN
E
P
E R
PI STA.552+86.91
ASPHALT CUT-OUT
NO ID IN
FND 3/4" IP
NW COR, NW 1/4, SEC 34
E 563458.8890
N 1690768.3920
(NO CURVE)
NOT PLATTED
N W
/4
S E
C
W
L
IN
E
N W
/4
MB 54, PG 146
DOWNS
HUNTINGTON
ORIGINAL LOT LINE
331.90'(P)
BY THIS PLAT (P)
VOLUSIA COUNTY
DEDICATED TO
56.00' WIDE R/W
TRACT "P"
.0
F
.8
.0
F
.8
.0
P
NO ID
FND 1" IP
40.01'(F)
40.01'(F)
80.02'(F)(P)
STA.556+18.85
125.94'(F) 125.95'(P)
.0
F
.0
F
331.80'(F) 331.81'(P)
125.84'(F)(P)
MB 54, PG 146
LINE PER
EXIST R/W
MB 54, PG 146
LINE PER
EXIST R/W
R O
A D
F P
P O
IN
T E
P
L E
A S
A N
T
P
U B
L
IC
.5
F
P
.6
F
P
OPEN SPACE) (P)
(RETENTION AND
TRACT "A"
.9
P
.1
F
.2
F
NW 1/4, NW 1/4, SEC 34
E LINE, W 1/2, W 1/2,
OPEN SPACE) (P)
(RETENTION AND
TRACT "H"
NW 1/4
NW 1/4,
CD= 45.44'(P)
R= 300.00'(P)
L= 45.48'(P)
.7
'(P
CD= 28.00'(P)
R= 300.00'(P)
L= 28.01'(P)
CD= 17.47'(P)
R= 300.00'(P)
L= 17.48'(P)
.5
P
.5
P
115.00'(P)
115.32'(P)
C D
.4
P
R
.0
P
L
.4
P
50.00'(P)
T R
A C
T
M
ESMT (P)
10' DRAINAGE
TREE PRESERVATION (P)
TRACT "K"
UTILITY ESMT (P)
10' DRAINAGE AND
ESMT (P)
10.00' UTILITY
ESMT (P)
10.00' UTILITY
CD= 45.44'(P)
R= 300.00'(P)
L= 45.48'(P)
.6
P
(P
.0
111.62'(P)
.0
P
.0
P
.0
P
CD= 45.44'(P)
R= 300.00'(P)
L= 45.48'(P)
13.43'(P)
120.44'(P)
ESMT (P)
5.00' FENCE
.0
P
.6
P
NOT PLATTED
NW 1/4, SEC 34
W LINE, E 1/2, NW 1/4,
NW 1/4, SEC 34
S LINE, NW 1/4,
NW 1/4, NW 1/4, SEC 34
SW COR, E 1/2, W 1/2,
NW 1/4, SEC 34
SW COR, E 1/2, NW 1/4,
.6
F
.6
F
STA.559+50.79
(F
.0
(F
.0
.0
F
663.70'(F)
ORB 3711, PG 3853
EXIST R/W LINE PER
2655.49'(F)
331.94'(F) 331.94'(F) 663.87'(F)
"LB 5611"
FND 1/2" IRC
75.00'LT(F)
STA.562+29.55
661.32'(F)
SW 1/4
SW 1/4,
CD= 35.59'(F)(P)
R= 25.00'(F) 25'(P)
L= 39.61'(F)(P)
304.35'(P)
MB 35, PG 16
MANOR SUBDIVISION
COUNTRY CLUB
304.18'(P)
304.35'(P)
LINE FROM EDGE OF WATER OF EXISTING POND. (P)
RIGHT OF WAY. THERE SHALL BE A 35.0' BUILDING SETBACK
DRAINAGE FACILITIES, EXCLUDING LOT LINES ALONG STREET
INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND
ALONG THE REAR OF EACH LOT RESERVED FOR THE
EASEMENT ALONG THE SIDES, AND A 10.0’ WIDE EASEMENT
UNLESS OTHERWISE INDICATED, THERE SHALL BE A 7.5’
.3
P
.6
P
PER MB 53, PG 16
EXIST R/W LINE
279.49'(F) 279.22'(P)
.0
F
PER MB 53, PG 16
EXIST R/W LINE
"PRM 2966"
FND 4"X4" CMD
SW 1/4, SEC 27
NE COR, W 1/2, SW 1/4,
1322.64'(F)
661.32'(F)
SW 1/4, SEC 27
N LINE, SW 1/4,
.0
F
P
.1
F
P
.4
P
158'(P)
.9
P
P
O X
F O
R D
R
O A
D
R /W
F P
.6
F
.0
F
ORIGINAL LOT LINE 3
.0
(F
161.20'(F)
ORB 6755, PG 209
EXIST R/W LINE PER
30 ( P
U B
L
IC
.2
F
.0
F
NO ID
FND 1/2" IP
NO ID
FND 1/2" IP
.7
.0
F
.0
F
.7
.3
P
P
150'(P)150'(P)
.1
P
P
300.61'(F)
PER MB 10, PG 98
EXIST R/W LINE
.7
P
P
300.41'(F)
NO ID
FND 1/2" IR
NO ID
FND 4"X4" CM
NO ID
FND 4"X4" CM
74.87'(F)
.0
F
.7
P
U B
L
IC
H A
R V
A R
D
R
O A
D
R /W
F P
.7
F
.0
F
.0
.0
F
P
.0
F
P
SW 1/4, SEC 27
NW COR, SW 1/4,
MB 10, PG 98
COUNTRY CLUB ESTATES
P
.0
P
150'(P)
.8
P
P
15.00'(F)
PG 98
MB 10,
LINE PER
EXIST R/W
SE 1/4, SEC 28
E LINE, E 1/2,
.5
F
.1
F
150'(P)
157.61'(F)
.0
F
P
.0
F
.3
1 PER MB 10, PG 98
EXIST R/W LINE
24 - 25
.4
P
P
NO ID
FND 1/2" IP
NO ID
FND 1/2" IP
99.82'(F)
.8
F
P
U B
L
IC
P R
IN
C E
T O
N
R
O A
D
R /W
F P
.6
F
.5
P
P
8 - 7
NO ID
FND 1/2" IP
NO ID
FND 1/2" IR
10.10'(F)
.0
F
P
299.94'(F)
.0
F
.3
150'(P)
P
P
MB 10, PG 98
LINE PER
EXIST R/W
SE 1/4
E 1/2, AND SEC LINE
£ SURVEY ORANGE CAMP ROAD (CR 4116)
ELEC
WATER
GATE
GATE
4' CHAINLINK
6' PVC PRIVACY
6' PVC PRIVACY
FOR LIMITS)
(NO ACCESS
BUILDING
EDGE OF ASPH
CONC
CONC SWK
CONC SWK
2' C&G
2' C&G
2' C&G
1'X5.5' BRICK WALL CURB
CONC
P V C
1'X5.5' BRICK WALL
E D
G E
O
F
A
S P
H
E D
G E
O
F
A
S P
H
REFLECTOR SIGN
#556
BUILDING
CONC SWK
C O
N C
D
W Y
4' CHAINLINK
6' WOOD PRIVACY
BRICK WALL
#576
RESIDENTIAL
BUILDING
STEPS
CONC
CONC C
O
N C
D
W Y
RD/ORANGE CAMP RD"
"STOP/PRINCETON
CONC
ASPH
3.5' WOOD 3.5' WOOD 3.5' WOOD
CONC
C O
N C
D
W Y
C O
N C
D
W Y
EDGE OF ASPH
EDGE OF ASPH
O F
A
S P
H
E D
G E
O F
A
S P
H
E D
G E
WATCH"
"NEIGHBORHOOD
3"X6' POST #626
CONC DWY
CONC SWK
9' BLOCK WALL
HOUSE #626
BUILDING
C H
A
IN
L
IN
K /P
R
IV
A C
Y
3' BARBWIRE
CONC SWK
CONC CURB
CONC CURB
CONC CURB
CONC/OVERGROWN DWY
(OVERGROWN)
HOUSE #678
BUILDING
3.5' WOOD
A S P
H
E D
G E
O
F
A S P
H
E D
G E
O
F
EDGE OF ASPH
EDGE OF ASPH
CONC SWK
6' PVC PRIVACY
6' WOOD PRIVACY
A S P
H
E D
G E
O
F
A S P
H
E D
G E
O
F
O F
A
S P
H
E D
G E
A S P
H
E D
G E
O
F
GATE
CONC SWK
SECTIONS 27,28,33 AND 34, TOWNSHIP 17 SOUTH, RANGE 30 EAST
0 20 40 80 120
Scale: 1" = 40'
LANE (P)
SWEET BIRCH
106.04'(P)
122.05'(P)
.1
P
75.00'(P)
"31
"EPIC LB 8461"
FND 1/2" IRC
14.97'LT(F)
STA.549+48.70
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
562 563 564 565 566 567 568 569 570 571 572 573 574
NOT PLATTED NOT PLATTED
663.70'(F)
.0
F
ORB 3711, PG 3853
EXIST R/W LINE PER
659.53'(F)
NW 1/4, SEC 34
S LINE, NW 1/4,
NW 1/4
NW 1/4,
NW 1/4, SEC 34
SW COR, NE 1/4,
.5
F
.5
F
NW 1/4
NE 1/4,
NW 1/4, SEC 34
W LINE, NE 1/4,
50.01'(F)
30.01'(F)
LB 3473"
"CE GODWIN
FND 1/2" IRC
STA.566+14.66
ORB 8309, PG 939
EXIST R/W LINE PER
.0
(F
.0
(F
1327.54'(F)
ORB 5308, PG 4906
EXIST R/W LINE PER
ORB 5242, PG 4423
EXIST R/W LINE PER
NO ID
FND 1" IP
29.97'RT(F)
STA.572+49.10
663.87'(F)
1319.06'(F)
NW 1/4, SEC 34
S LINE, NE 1/4,
SEC 34
SEC 27
2655.49'(F)
1327.74'(F)
SW 1/4
SE 1/4,
NOT PLATTED
370.04'(F)
.0
F
.0
F
200.02'(F)
SW 1/4, SEC 27
N LINE, SE 1/4,
ORB 6507, PG 3930
EXIST R/W LINE PER
"BLACKWELL LB 3282"
FND 1/2" IRC
40.00'(F)
STA.572+78.53
661.32'(F)
SW 1/4, SEC 27
W LINE, E 1/2, SE 1/4,
.4
F
SW 1/4, SEC 27
NW COR, E 1/2, SE 1/4,
1/2" REBAR NO ID
FND 4"X4" CM W/
41.23'LT(F)
STA.570+37.61
ORB 8259, PG 1647
EXIST R/W LINE PER
200.02'(F)
"BLACKWELL LB 3282"
FND 1/2" IRC
1/2" REBAR NO ID
FND 4"X4" CM W/
40.20'LT(F)
STA.566+74.42
O R
B
P G
E X
IS
T
R /W
L
IN
E
P
E R
0.29'N, 0.16'E(F)
NO ID
FND 1/2" IR
L1
L2
LINE BEARING DISTANCE
LINE DATA
40.00'(F)
75.01'(F) 75'(P)
L3
63.74'(F) 63.77'(D)
.7
F
1322.64'(F)
661.32'(F)
SW 1/4, SEC 27
NW COR, SE 1/4,
S W
/4
S E
C
W
L
IN
E
S E
/4
P R
IV
A T
E
R
O A
D
C L
Y
R K
L
A N
E
(F
U T
IL
IT
Y
E S
M T
P
E R
O
R B
P G
IN
G
R E S S
E G
R E S S
D R
A
IN
A G
E
A
N D
MB 35, PG 16
COUNTRY CLUB MANOR SUBDIVISION
.0
F
274.23'(F) 274.49'(P)
"EFIRD LB 7230"
FND 5/8" IRC
LINE FROM EDGE OF WATER OF EXISTING POND. (P)
RIGHT OF WAY. THERE SHALL BE A 35.0' BUILDING SETBACK
DRAINAGE FACILITIES, EXCLUDING LOT LINES ALONG STREET
INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND
ALONG THE REAR OF EACH LOT RESERVED FOR THE
EASEMENT ALONG THE SIDES, AND A 10.0’ WIDE EASEMENT
UNLESS OTHERWISE INDICATED, THERE SHALL BE A 7.5’
.7
P
.5
P
.5
P
.6
P
299.14'(P)
PER MB 53, PG 16
EXIST R/W LINE
4.47'S, 0.08'E(F)
"EFIRD LB 7230"
FND 5/8" IRC
4.48'S, 0.00'E(F)
"EFIRD LB 7230"
FND 5/8" IRC
75.00'LT(F)
STA.563+39.56
CD= 35.12'(F)(P)
R= 25.00'(F) 25'(P)
L= 38.93'(F)(P)
.6
F
.9
R /W
F P
O A
K
P
A R
K
D
R
IV
E
P
U B
L
IC
.3
F
.8
"LB 5611"
FND 1/2" IRC
.0
F
L1
L
L
L4
L4
279.49'(F) 279.22'(P)
"LB 5611"
FND 1/2" IRC
75.00'LT(F)
STA.562+29.55
1322.64'(F)
SW 1/4, SEC 27
N LINE, SW 1/4,
SW 1/4
SW 1/4,
CD= 35.59'(F)(P)
R= 25.00'(F) 25'(P)
L= 39.61'(F)(P)
304.35'(P)
304.18'(P)
LINE FROM EDGE OF WATER OF EXISTING POND. (P)
RIGHT OF WAY. THERE SHALL BE A 35.0' BUILDING SETBACK
DRAINAGE FACILITIES, EXCLUDING LOT LINES ALONG STREET
INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND
ALONG THE REAR OF EACH LOT RESERVED FOR THE
EASEMENT ALONG THE SIDES, AND A 10.0’ WIDE EASEMENT
UNLESS OTHERWISE INDICATED, THERE SHALL BE A 7.5’
PER MB 53, PG 16
EXIST R/W LINE
279.49'(F) 279.22'(P)
£ SURVEY ORANGE CAMP ROAD (CR 4116) AND SEC LINE
WATER
WATER
WATER
WATER
CONC SWK
EDGE OF ASPH
EDGE OF ASPH
EDGE OF ASPH
ASPH DWY
E D
G E
O
F
A
S P
H
E D
G E
O
F
A
S P
H
4' CHAINLINK
5' CHAINLINK
CONC SWK
5' HOGWIRE 5' HOGWIRE
CONC SWK CONC SWK
EDGE OF ASPH
EDGE OF ASPH
3' PVC
CONC DWY
3' PVC
3' PLASTIC
CONC SWK
4' HOGWIRE
3' PVC
7' MBX PLANTER
4'X4' BRICK COLUMN 4'X4' BRICK COLUMN
4' WOOD
EDGE OF ASPH
EDGE OF ASPH
CONC SWK
3' PLASTIC
4' WOOD
CONC COLUMN
2.7'X2.7'X6.6'
DWY
CONC
C O
N C
D
W Y
#2381
10" WOOD
#914993
10" WOOD
BRICK COLUMN
1.7'X1.7'X6'
0 20 40 80 120
SECTIONS 27 AND 34, TOWNSHIP 17 SOUTH, RANGE 30 EAST
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
575 576 577 578 579 580 581 582 583 584 585 586 587
.0
(F
NOT PLATTED
NW 1/4
NE 1/4,
1327.54'(F)
"LB 1221"
FND 5/8" IRC
29.87'RT(F)
STA.576+11.07
ORB 5242, PG 4423
EXIST R/W LINE PER
ORB 7768, PG 1978
CORRECTIVE DEED
EXIST R/W LINE PER
30.01'(F)
PI STA.579+42.40
NO ID
FND RR SPIKE
NW COR, NE 1/4, SEC 34
E 566114.3050
N 1690787.7110
(NO CURVE)
"LB 1221"
FND 5/8" IRC
"EFIRD LB 7230"
FND 5/8" IRC
39.12'RT(F)
STA.579+67.82
NOT PLATTED
NE 1/4
W 1/2, .0
F
330.48'(F)
ORB 8259, PG 4856
EXIST R/W LINE PER
.9
F
40.00'(F)
.4
F
.9
F
1319.06'(F)
NW 1/4, SEC 34
S LINE, NE 1/4,
WALLER ROAD (PRIVATE)
PER ORB 8259, PG 4856
25.0' INGRESS/EGRESS ESMT
0.02'N, 0.59'E(F)
"FPC R/W"
FND 6"X6" CM
0.30'N, 0.33'W(F)
"PRM LB 68"
FND 4"X4" CMD
0.31'S, 0.52'W(F)
ILLEGIBLE
FND 1" IPC
NO ID
FND 4"X4" CM
NW COR, SE 1/4, SEC 34
332.59'(F)
2660.72'(F)
997.77'(F)
NE 1/4, SEC 34
SE COR, W 1/4, W 1/2,
SEC 34
W LINE, NE 1/4,
NE 1/4, SEC 34
E LINE, W 1/4, W 1/2,
PER ORB 5632, PG 261
30' INGRESS/EGRESS ESMT
STA.582+72.85
40.00'(F)
30.00'(F)
.2
F
.2
F
PER ORB 8362, PG 429
15.00' INGRESS/EGRESS ESMT
(PRIVATE)
ALANSON DRIVE
PER ORB 8362, PG 429
15.00' INGRESS/EGRESS ESMT
991.43'(F)
ORB 8362, PG 429
EXIST R/W LINE PER
.0
(F
"EFIRD LB 7230"
FND 5/8" IRC
30.00'RT(F)
STA.586+03.70 ORB 7710, PG 920
EXIST R/W LINE PER
2655.49'(F)
1327.74'(F)
NE 1/4, SEC 34
S LINE, W 1/2,
SEC 27
SEC 34
330.45'(F)
2643.62'(F)
991.36'(F)
FND CAR AXLE
NW COR, SE 1/4, SEC 27
660.92'(F) 660.72'(D)
(P R
IV
A T
E
S O
U T
H E
R N
P
IN
E S
P
L A
C E
ORB 7480, PG 1674
40.00' INGRESS/EGRESS ESMT
660.91'(F)
.0
F
STA.586+03.31
(F
.0
.5
F
SE 1/4
W 1/2, SE 1/4, SEC 27
E LINE, W 1/2, W 1/2,
ORB 7538, PG 630
EXIST R/W LINE PER
ORB 7480, PG 1674
EXIST R/W LINE PER
660.92'(F)
S
H
IL
L
A
V E
F
IL
L E
G
IB
L E
F N
D
X
C
M D
40.00'(F)
SEC 27
W 1/2, SE 1/4,
NE COR, W 1/2,
661.87'(F)
2647.46'(F)
661.86'(F)
SW 1/4, SEC 27
N LINE, W 1/2,
SEC 27
W LINE, SE 1/4,
.1
F
P
U B
L
IC
P
E R
O
R B
P G
.0
(F
.3
.0
(F
.0
F
ORB 4838, PG 4504
EXIST R/W LINE PER
403.79'(F)
ORB 4838, PG 4504
EXIST R/W LINE PER
ORB 7963, PG 3127
EXIST R/W LINE PER
NOT PLATTEDNOT PLATTED
370.04'(F)
.0
F
S W
/4
S E
C
N E
C
O R
S E
/4
1322.64'(F)
661.32'(F)
SW 1/4
SE 1/4,
SW 1/4, SEC 27
N LINE, SE 1/4,
"BLACKWELL LB 3282"
FND 1/2" IRC
40.00'LT(F)
STA.574+78.01
30.00'LT(F)
STA.574+78.14
L1
L2
LINE BEARING DISTANCE
LINE DATA
10.00'(F)
200.02'(F)
.0
F
L1
L2
O R
B
P G
E X
IS
T
R /W
L
IN
E
P
E R
60.00'(F)(D)
AND SEC LINE
£ SURVEY ORANGE CAMP ROAD (CR 4116)
WATER
U
WATER
GAS
3' PLASTIC
GLM
GATE
CONC SWK
4' WOOD
3' PLASTIC
TOP
TOP
TOE
CONC SWK
METAL
RD/S HILL AVE"
"ORANGE CAMP
4' WOOD
GRAVEL
ASPH
(A S P
H /G
R A
V E
L
(P R
IV
A T
E
S
H
IL
L
A
V E
ASPH ASPH
ASPH
3' PLASTIC
B A
R B
W
IR
E
CONC
ROAD SIGNS
W/ PRIVATE
6" WOOD
6' CHAINLINK
4' WOOD
CONC
CONC SWK
EDGE OF ASPH
EDGE OF ASPH
4' WOOD
4' WOOD
ENTRY ARCHWAY
2'X2'X5' WOOD COLUMN
GRAVEL
4' WOOD
W O
O D
W O
O D
DWY
ASPH
ASPH DWY
PAVERS
BRICK
DWY
GRAVEL
W O
O D
W O
O D
4' WOOD
W O
O D
DROPBOX
METAL MAIL
BRICK COLUMN BRICK COLUMN
STONE COLUMN
STONE COLUMN STONE COLUMN
STONE COLUMN
2'X5' STONE WALL2'X5' STONE WALL
4' WOOD
4' WOOD
DWY
ASPH
4' WOOD
BRICK COLUMN
1.7'X1.7'X6'
GLM
#906360
10" WOOD
NO #
8" WOOD
#906361
10" WOOD
#906362
10" WOOD
#918327
10" WOOD
0 20 40 80 120
SECTIONS 27 AND 34, TOWNSHIP 17 SOUTH, RANGE 30 EAST
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
587 588 589 590 591 592 593 594 595 596 597 598 599
NOT PLATTED
NE 1/4
W 1/2, ORB 7710, PG 920
EXIST R/W LINE PER
ORB 7710, PG 920
EXIST R/W LINE PER
991.43'(F)
.0
(F
.0
(F
NE 1/4
E 1/2, 997.77'(F)
MB 44, PG 106
TIMBERS
NO ID
FND 4"X4" CM
30.00'(F)
.1
F
.1
F
NE 1/4, SEC 34
SW COR, E 1/2,
NE 1/4, SEC 34
E LINE, W 1/2,
STA.592+64.21
.0
P
222.10 '(P) (R
ADIAL) (P)
.5
P
190.69'(F) 190.74'(P)
1281.96'(F) 1281.879'(P)
ESMT (P)
30' DRAINAGE
ESMT (P)
20' LANDSCAPE
R= 446.016'(P)
L= 55.842'(P)
R= 446.02'(P)
L= 138.994'(P)
R= 353.98'(P)
L= 266.32'(P)
R= 353.98'(P)
L= 85.21'(P)
.36'
(P)
(RADIA
L) ( P)
.9
P
.8
P
.0
P
.5
P
NO ID
BUSTED CAP
FND 1/2" IRC
50.00'RT(F)
STA.594+55.64
PER MB 44, PG 106
EXIST R/W LINE
.0
F
ESMT (P)
VEHICULAR
1.0' NON
42.43'(F)(P)
P
U B
L
IC
80.00'(F)(P)
D R
IV
E
F P
T
IM
B E
R
H
IL
L S
.9
F
.6
.0
F
.6
ORIGINAL LOT LINE
140.00'(F)(P)
"BLACKWELL LB 3280"
FND 1/2" IRC
42.43'(F)(P)
.0
F
"BLACKWELL LB 3280"
FND 1/2" IRC
50.00'RT(F)
STA.595+95.64
280.25'(F) 280.19'(P)
"BLACKWELL LB 3280"
FND 1/2" IRC
340.80'(F) 340.89'(P)
ESMT (P)
VEHICULAR
1.0' NON
ESMT (P)
20' LANDSCAPE
ESMT PER ORB 884, PG 112 (P)
100' FLORIDA POWER CORPORATION
PER MB 44, PG 106
EXIST R/W LINE
ESMT (P)
VEHICULAR
1.0' NON-
ESMT (P)
VEHICULAR
1.0' NON-
ESMT (P)
VEHICULAR
1.0' NON-
276.66'(P) (RADIAL) (P)
1330.36'(F)
2660.72'(F)
SEC 27
SEC 34
2643.62'(F)
991.36'(F) 1321.81'(F)
NE 1/4, SEC 34
S LINE, W 1/2,
NE 1/4, SEC 34
S LINE, E 1/2,
.6
P
.9
P
.5
F
P
304.96'(P)
R/W, DRAINAGE AND UTILITY PURPOSES (P)
35' VOLUSIA COUNTY ESMT FOR ROAD
SE 1/4
E 1/2, SE 1/4
W 1/2, 1323.73'(F)
2647.46'(F)
SW 1/4, SEC 27
NW COR, E 1/2,
MB 41, PG 137
WESTMINSTER WOOD
SW 1/4, SEC 27
N LINE, E 1/2,
SW 1/4, SEC 27
N LINE, W 1/2,
SUB-STATION
CORPORATION
FLORIDA POWER
NOT INCLUDED
0.06'S, 1.05'E(F)
RLS 3282"
"BLACKWELL & ASSOC.
FND 4"X4" CMD
.0
F
.3
64.00'(P)2
P
.7
(P
CORPORATION ESMT (P)
100.0' FLORIDA POWER
266.51'(P)
330.51'(F)(P)
218.86'(P) (RADIAL)(P)
.4
F
P
.0
F
.0
F
.0
F
.0
F
P
NO ID
FND 5/8" IR
330.46'(F)
PER MB 41, PG 137
EXIST R/W LINE
MB 41, PG 137
AS SHOWN ON
ORB 2977, PG 100
EXIST R/W LINE PER
.8
.0
F
.4
P
.4
P
10' UTILITY ESMT (P)
.4
P
165.25'(P) 165.25'(P)
165.23'(P)165.23'(P)
R/W, DRAINAGE AND UTILITY PURPOSES (P)
35' VOLUSIA COUNTY ESMT FOR ROAD
74 73
60.00'(P) 270.50'(P)
(R A
D
IA
L P
.4
P
.9
P
.9
F
"LB 5611"
FND 4"X4" CMD
39.89'LT(F)
STA.594+29.25
330.67'(F)
"PRM RLS 3282"
FND 4"X4" CMD
40.00'(F)
661.87'(F)
660.92'(F) 660.72'(D)
NOT PLATTED
ORB 7480, PG 1674
EXIST R/W LINE PER
660.92'(F) 660.72'(D)
660.91'(F)660.91'(F)
ORB 7480, PG 1674
EXIST R/W LINE PER
SE 1/4, SEC 27
E LINE, W 1/2,
£ SURVEY ORANGE CAMP ROAD (CR 4116) AND SEC LINE
WATER
ELEC
WATER
WATER
BACK FLOW
WATER
4' WOOD
EDGE OF ASPH
EDGE OF ASPH
CONC SWK
4' WOOD
EDGE OF ASPH
EDGE OF ASPH
CONC DWY
4' WOOD
STONE COLUMN
4' WOOD
W O
O D
W O
O D
GATE
DWY
CONC
W O
O D
CONC SWK CONC SWK
C O
N C
D
W Y
C O
N C
D
W Y
CONC
6' CHAINLINK W/ BARBWIRE
W/ BARBWIRE
6' CHAINLINK
W/ BARBWIRE
6' CHAINLINK
GATE GATE
IN
A
C C
E S S
IB
L E
(L
IM
IT
S
B U
IL
D
IN
G
ASPH DWY
DWY
ASPH
DWY
ASPH
CONC SWK
EDGE OF ASPH
EDGE OF ASPH
CONC SWK
1'X5' BRICK WALL
(TYPICAL)
COLUMN
BRICK
(TYPICAL)
COLUMN
BRICK
1'X5' BRICK WALL
W/ FLOWER BED
1'X5' BRICK WALL
W/ FLOWER BED
1'X5' BRICK WALL
1'X5' BRICK WALL
1'X5' BRICK WALL
(TYPICAL)
COLUMN
BRICK
(TYPICAL)
COLUMN
BRICK
CONC
ASPHASPH
PAVERS
BRICK
CONC SWK
#906362
10" WOOD
#906363
10" WOOD
NO #
10" WOOD
#143096 079173 958894
8" WOOD
959415
079110
#14311-
8" WOOD
ELEC VAULT
CABINET
ELEC
H-POLE
24" CONC
ELEC VAULT
#B248832
10" WOOD
#906364 1719
10" WOOD
B41634
079103
#143093
10" WOOD
#B46618
10" WOOD
ANCHOR POST
10" WOOD
0 20 40 80 120
Scale: 1" = 40'
SECTIONS 27 AND 34, TOWNSHIP 17 SOUTH, RANGE 30 EAST
R /W
D R
A
IN
A G
E
A
N D
U
T
IL
IT
Y
P
U R
P O
S E S
(P
V O
L U
S
IA
C
O U
N T
Y
E S
M T
F
O R
R
O A
D
E S
M T
(P
.0
N O
N -V
E H
IC
U L
A R
240.93'(P)
205.20'(F)
205.43'(P)
585.24'(F)
MAPS PREPARED BY:
CERTIFICATION OF AUTHORIZATION NO. LB 8011
(407) 843-5120
ORLANDO, FLORIDA 32803
SUITE 1000
800 NORTH MAGNOLIA AVENUEPROJECT NO. DATE:
DATE REVISIONS DESCRIPTION DATE
ENGINEERING & CONSTRUCTION SURVEY DIVISION
VOLUSIA COUNTY PUBLIC WORKS
SPECIFIC PURPOSE SURVEY
(386) 736-2700
DELAND, FLORIDA 32720
123 W. INDIANA AVENUE
BY REVISIONS DESCRIPTION DATE BY REVISIONS DESCRIPTIONBY PROJECT NAME: DRAWN BY:
CHECKED BY:
APPROVED BY:
DEI NO.: 5016127809/15/2023P-5892
J.MUNRO
S.WAREORANGE CAMP ROAD (CR 4116)
600 601 602 603 604 605 606 607 608 609 610 611 612
NE 1/4
E 1/2, 340.80'(F) 340.89'(P)
1281.96'(F) 1281.879'(P)
340.80'(F) 340.89'(P)
PER MB 44, PG 106
EXIST R/W LINE
.0
F
"BLACKWELL LB 3280"
FND 1/2" IRC
300.54'(F) 300.59'(P)
ESMT (P)
20' LANDSCAPE
MB 44, PG 106
TIMBERS
44 43
R= 25.00'(P)
L= 21.74'(P)
R= 68.00'(P)
L= 68.88'(P)
R= 68.00'(P)
L= 97.06'(P) R= 68.00'(P)
L= 99.66'(P)
R= 68.00'(P)
L= 66.29'(P)
R= 25.00'(P)
L= 21.74'(P)
.0
P
.1
P
276.66'(P) (RADIAL) (P)
276.66'(P) (RADIAL) (P)
263.84 '(P) (R
ADIAL) (P)
C O
U R
T
P
T
IM
B E
R
P
IN
E S
ESMT (P)
30' DRAINAGE
ESMT (P)
1.0' NON-VEHICULAR
ESMT (P)
1.0' NON-VEHICULAR
ESMT (P)
15' LANDSCAPE
1330.36'(F)
2660.72'(F)
NO ID
FND 4"X4" CM
50.00'RT(F)
STA.605+17.23
"EFIRD PSM 5823"
FND 5/8" IRC
42.27'(F) 42.04'(P)
.5
F
.0
.7
F
P
29.46'(P)
29.68'(F)
40.00'(F)
40'(D)
U N
IM
P R
O V
E D
N O
T
O
P E
N P
E R
O
R B
P G
L E S S
O
U T
T
O
C
O U
N T
Y
1321.81'(F)
2643.62'(F)
.0
F
.0
40.00'(F)
40'(D)
U N
IM
P R
O V
E D
N O
T
O
P E
N P
E R
O
R B
P G
L E S S
O
U T
T
O
C
O U
N T
Y
.0
F
P
.0
F
.0
F
625.87'(F) 625.89'(P)
AND MB 48, PG 54
ORB 3804, PG 771
EXIST R/W LINE PER
MB 48, PG 54
INCREMENT ONE
VICTORIA PARK SOUTHWEST
NO ID
CAR AXLE IN IT
FND 4"X5" CM W/
NW COR, SW 1/4, SEC 35
.4
F
.6
P
45.00'(P)
.8
P
5.4
7'( P)
350.05'(P)
.0
P
OPEN SPACE (P)
TRACT G
GOLF COURSE (P)
TRACT O
DRAINAGE ESMT (P)
182.03'(P)
8.6
4'( P)
.3
P
0.
'(P
103.97'(P)
103.97'(P)
.0
'(P
101.01'(P)
.2
P
NW 1/4
S E
C
W
L
IN
E
N W
/4
NE 1/4, SEC 34
S LINE, E 1/2,
2663.88'(F)
ORB 8290, PG 3000
EXIST R/W LINE PER
PER ORB 8290, PG 3003
NON-VEHICULAR ACCESS ESMT
"BLACKWELL LB 2791"
FND 1/2" IRC
50.00'LT(F)
STA.610+68.12
"BLACKWELL LB 2791"
FND 1/2" IRC
50.00'LT(F)
STA.609+17.09
"BLACKWELL LB 2791"
FND 1/2" IRC
50.00'LT(F)
STA.607+66.06
40.00'LT(F)
STA.607+66.26
10.00'(F)
ORB 3792, PG 1561
EXIST R/W LINE PER
.0
F
.0
F
NOT PLATTED
SW 1/4
.0
F
.0
30.00'(F)
ORB 3792, PG 1561
EXIST R/W LINE PER
.0
F
40.00'(F)
W Y
N G
A T
E
D
R
IV
E
F P
.4
F
.0
.0
F
P
M B
P G
E X
IS
T
R /W
L
IN
E
P
E R
.0
P
.0
P
.0
P
290.00'(P)
240.93'(P)
304.96'(P)
MB 41, PG 137
WESTMINSTER WOOD
E S
M T
(P
.0
N O
N -V
E H
IC
U L
A R
E S
M T
(P
.0
N O
N -V
E H
IC
U L
A R
.0
F
P
R
IV
A T
E
90.00'(F)(P)
585.24'(F)
220.02'(F)(P)
0.16'S, 0.35'W(F)
LB 5358"
"BL ASSOC.
FND 1/2" IRC
40.00'LT(F)
STA.605+10.02
PI STA.605+86.02
"LB 6429"
FND NLD
NW COR, NW 1/4, SEC 35
E 568757.8450
N 1690808.6570
(NO CURVE)
CD= 49.83'
R= 35.00'(F)(P)
L= 55.44'(F)(P)
816.92'(F)
MAINTENANCE ESMT (P)
40' DRAINAGE AND
MAINTENANCE ESMT (P)
40' DRAINAGE AND
E S
M T
(P
.0
N O
N -V
E H
IC
U L
A R
.5
F
.0
0.15'S, 0.23'W(F)
NO ID
BUSTED CAP
FND 1/2" IRC
40.00'LT(F)
STA.602+90.00
.4
F
.9
160.01'(F)
PER MB 41, PG 137
EXIST R/W LINE
0.28'S, 0.32'W(F)
NO ID
DISTURBED
FND 1/2" IRC
40.00'LT(F)
STA.601+29.98
205.20'(F) 205.43'(P)
E S
M T
(P
.0
N O
N -V
E H
IC
U L
A R
R/W, DRAINAGE AND UTILITY PURPOSES (P)
35' VOLUSIA COUNTY ESMT FOR ROAD
R/W, DRAINAGE AND UTILITY PURPOSES (P)
35' VOLUSIA COUNTY ESMT FOR ROAD
CD= 49.17'(F)
R= 35.00'(F) 35'(P)
L= 54.51'(F)(P)
CD= 49.83'(F)
R= 35.00'(F) 35'(P)
L= 55.44'(F) 55.45'(P)
MAINTENANCE ESMT (P)
20' DRAINAGE AND
NOTHING FND OR SET
NW COR, SW 1/4, SEC 26
SE 1/4
E 1/2, .8
F
B L
U E
L
A K
E
A
V E
N U
E
S
O U
T H
F
B L
U…
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