EXHIBIT_P_-_TOPOGRAPHIC_SURVEY.pdf

2 MB Posted

Attached to
CDBG-DR Lantern Park Stormwater Pond Construction
Solicitation number
26-B-119KW
Issued by
Volusia County, Florida

About this file

Written by GovTribe AI ·

This is a topographic survey document prepared for Geosyntec by Echo UES, Inc., a professional surveying firm based in Gainesville, Florida, for the Lantern Park project in Volusia County, Florida. The survey was conducted under the supervision of Joseph C. Stukey, a Florida licensed Professional Surveyor and Mapper (LS 6514), and meets the standards established by the Florida Board of Professional Surveyors and Mappers. The survey encompasses multiple sheets (7 total) covering the Lantern Park subdivision area and includes detailed mapping of topographic features, property lines, utility locations, easements, and drainage infrastructure. The survey utilized the Florida Permanent Reference Network (FRPN) stations with real-time kinematic GPS for horizontal control based on the Florida State Plane Coordinate System (NAD 83/11, Zone 901, Florida East), and the North American Vertical Datum of 1988 (NAVD88) for vertical control. Field work was completed on August 21, 2025, with the survey finalized on September 2, 2025.

The survey documents existing infrastructure including subsurface utilities identified through ground penetrating radar and electromagnetic locators in accordance with ASCE Standard CI 38-22, with quality level designations ranging from B to D. Mapped features include sanitary and drainage manholes with inverts and elevations, corrugated metal pipe and reinforced concrete pipe installations, water and sewer lines, electrical and telecommunications infrastructure, easements for utilities and drainage, and topographic contours showing ground elevations. The survey confirms the presence of a sewer lift station, concrete slabs, various fencing types, and water's edge locations along Reed Canal as of July 29, 2025. Control points and soil boring locations are documented in tables with specific coordinates and elevations. The document explicitly states that the survey does not determine land ownership, that subsurface utility locations should be considered approximate, and that no guarantee is made regarding identification of all utilities in the area.

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PREPARED FOR:

GEOSYNTEC

SURVEYOR'S CERTIFICATION

I HEREBY CERTIFY THAT A SURVEY OF THE PROPERTY SHOWN HEREON WAS MADE UNDER

MY SUPERVISION AND THAT THE SURVEY MEETS THE STANDARDS OF PRACTICE AS SET

FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN

CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 OF THE

FLORIDA STATUTES AND THAT THE SKETCH HEREON IS A TRUE AND ACCURATE

REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE AND BELIEF, SUBJECT TO

NOTES AND NOTATIONS SHOWN.

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

JOSEPH C. STUKEY

FLORIDA PROFESSIONAL SURVEYOR &

MAPPER LS 6514

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENT.

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

N/A

09/02/2025

BE

JCS 1 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

(D)

= CORRUGATED METAL PIPE

P.B. = PLAT BOOK

PVC = POLYVINYL CHLORIDE

R/W = RIGHT OF WAY

RCP = REINFORCED CONCRETE PIPE

P.I. = POINT OF INTERSECTION

= ANTENNA

= CABLE TV PEDESTAL

= CORE SAMPLE

EOI = END OF INFORMATION

= FIRE HYDRANT

= GUY ANCHOR

ELEC = METER (ELECTRIC)

SD = MANHOLE (DRAINAGE)

SAN

= MANHOLE (SANITARY SEWER)WATER

= METER (WATER)

= POST OR POLE

= POWER POLE

= SHARED POLE

= JUNCTION BOX / SERVICE CABINET

= SIGN (SINGLE SUPPORT)

= TELEPHONE POLE

= TELEPHONE PEDESTAL

= OAK TREE

= TRANSFORMER

U = SUBSURFACE UTILITY MARKER

SAN = VALVE COVER (SEWER)

WATER = VALVE COVER WATER

= WIRING PULL BOX

= FENCE

= GUARDRAIL LEFT

= WOODS LINE

= RIGHT OF WAY LINES (APPARENT)

BTV(B) = BURIED CABLE TV LINE QUALITY LEVEL B (EXISTING)

BE(B) = BURIED ELECTRICAL QUALITY LEVEL B (EXISTING)

BFOC(B) = BURIED FIBER OPTICS CABLE QUALITY LEVEL B (EXISTING)

BT(B) = BURIED TELEPHONE QUALITY LEVEL B (EXISTING)

OE = ELECTRICAL CONDUCTORS (DISTRIBUTION & TRANSMISSION)

S(B) = BURIED FORCE MAIN QUALITY LEVEL B (EXISTING)

UNK(B) = BURIED UNKNOWN UTILITY QUALITY LEVEL B (EXISTING)

UNK(D) = BURIED UNKNOWN UTILITY QUALITY LEVEL D (EXISTING)

W(B) = BURIED WATER LINE QUALITY LEVEL B (EXISTING)

DETAIL A

REED CANAL ROAD

S

AULS

S

TRE

E T

LANTE

RN D

RIVE

(ELEC/TEL)

(AERIAL) (EXISTING)

LEGEND & ABBREVIATIONS VICINITY MAP

(NOT TO SCALE)

S(D) = BURIED FORCE MAIN QUALITY LEVEL D (EXISTING)

SURVEYOR'S REPORT:

1. THE BEARINGS AND COORDINATES VALUES SHOWN HEREON ARE BASED ON THE FLORIDA PERMANENT REFERENCE

NETWORK STATIONS "DLND", "ORMD", "SNFD" AND TTVL" RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST (0901), 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT.

2. THIS SURVEY DOES NOT DETERMINE OWNERSHIP OF THE LANDS SHOWN HEREON.

3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING CHAPTER 5J-17 REQUIREMENTS. DIMENSIONS ARE SHOWN IN UNITED STATES STANDARD SURVEY FEET AND DECIMALS THEREOF

UNLESS OTHERWISE NOTED.

4. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE SEARCH, TITLE OPINION OR TITLE COMMITMENT. A TITLE SEARCH MAY REVEAL ADDITIONAL INFORMATION AFFECTING THE PARCEL AS SHOWN.

5. CITY UTILITIES AS-BUILT MAP FOR THE CITY OF SOUTH DAYTONA, FLORIDA WERE PROVIDED BY GEOSYNTEC.

6. EASEMENTS OR RIGHTS OF WAY THAT APPEAR ON RECORDED PLANS OR THAT HAVE BEEN FURNISHED TO THE SURVEYOR BY OTHERS HAVE BEEN INCORPORATED INTO THIS DRAWING WITH APPROPRIATE NOTATION. OTHER

EASEMENTS MAY BE DISCOVERED BY A SEARCH OF THE PUBLIC RECORDS.

7. RIGHT OF WAY INFORMATION SHOWN HEREON WAS DETERMINED BY FOUND MONUMENTATION, RECORDED PLATS, RECORDED RIGHT OF WAY MAPS, AND INFORMATION OBTAINED ON THE VOLUSIA COUNTY PROPERTY APPRAISERS

OFFICE. NO RIGHT OF WAY DOCUMENTATION WAS PROVIDED BY CLIENT.

8. VACATED RIGHT OF WAY SHOWN FOR SHELDON AVENUE IS PER DEED BOOK 7851, PAGE 2683, PUBLIC RECORDS OF

VOLUSIA COUNTY, FLORIDA.

9. FEATURES SHOWN BY SYMBOL AS INDICATED IN THE LEGEND ARE NOT TO SCALE.

10. THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD 83/11), ZONE 901, FLORIDA EAST.

HORIZONTAL CONTROL WAS ESTABLISHED USING THE FLORIDA DEPARTMENT OF TRANSPORTATION'S (FDOT) FLORIDA PERMANENT REFERENCE NETWORK (FRPN), A REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS).

11. VERTICAL INFORMATION SHOWN HEREON REFERS TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). VERTICAL CONTROL WAS ESTABLISHED FROM FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENTS CDBHPR154 (PUBLISHED ELEVATION = 5.42') AND 91005002-1990 (PUBLISHED ELEVATION = 5.93'). ALL SET CONTROL WAS ELEVATED BY COMPLETING A CLOSED LOOP BENCH RUN FROM THE ABOVEMENTIONED PRIMARY VERTICAL CONTROL POINTS. SAID BENCH RUN CLOSURE IS ACCURATE TO A STANDARD OF 0.05' TIMES THE SQUARE ROOT OF THE BENCHRUN DISTANCE

IN MILES.

12. UNLESS SHOWN, IMPROVEMENTS & TOPOGRAPHIC FEATURES SHOWN HEREON ARE LIMITED TO AREAS PER SPECIFIC

INSTRUCTIONS OF THE CLIENT.

13. SUBSURFACE UTILITIES DEPICTED HEREON ARE THE HORIZONTAL LOCATIONS OF PAINT MARKS AND FLAGS PLACED BY SUBSURFACE UTILITY ENGINEERING FIELD TECHNICIANS. THE MARKS WERE DETERMINED USING SURFACE GEOPHYSICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO GROUND PENETRATING RADAR (GPR) AND/OR ELECTROMAGNETIC LOCATORS. UTILITY CHARACTERISTICS, METHODS OF INSTALLATION, SOIL CONDITIONS AND THE SURROUNDING ENVIRONMENT ALL MAY ADVERSELY IMPACT THE RESULTS OF ANY UTILITY INVESTIGATION. FOR THESE REASONS THE LOCATIONS OF THE SUBSURFACE UTILITIES SHOULD BE CONSIDERED APPROXIMATE UNLESS CLEARLY EXPOSED AND VISUALLY VERIFIED AT SPECIFIC LOCATIONS. NO GUARANTEE IS MADE THAT ALL UTILITIES WILL BE

FOUND AND IDENTIFIED.

14. ALL SUBSURFACE UTILITY ENGINEERING WORK PERFORMED WAS DONE IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS' (ASCE) STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA (ASCE/CI 38-22). QUALITY LEVELS SHOWN IN THE SURVEY ARE REFERENCED TO ASCE/CI 38-22.

15. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN REPRESENT ALL UTILITIES IN THE AREA, WHETHER IN SERVICE OR ABANDONED, OR THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION SHOWN, BUT DOES CERTIFY THAT THEY HAVE BEEN LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE

INFORMATION.

16. THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND SEAL OF A

FLORIDA LICENSED SURVEYOR AND MAPPER.

17. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS

PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

18. THE LAST DATE OF FIELD EFFORT WAS 08/21/2025.

= DEED

= INVERT

= PAGE

= PLAT

= ELEVATION

CMP

ELEV.

INV.

(P)

PG.

PB-1

PB-2

PB-3

PB-4

SOIL BORING TABLE

1753369.45'

1753177.96'

1753122.34'

1752954.71'

653788.41'

653772.65'

653906.87'

653867.04'

5.81'

6.12'

5.42'

5.67'

H1

ATRAV1

ATRAV2

ATRAV3

CONTROL TABLE

1753978.42'

1753952.94'

1753861.03'

1752650.17'

653846.40'

653939.83'

652848.33'

653469.46'

7.26'

7.33'

9.03'

7.22'

S.I.R.C. 5/8" "ECHO UES TP LB 8184"

S.I.R.C. 5/8" "ECHO UES TP LB 8184"

S.I.R.C. 5/8" "ECHO UES TP LB 8184"

S.I.R.C. 5/8" "ECHO UES TP LB 8184"

S.I.R.C. = SET IRON ROD AND CAP

POINT NORTHING EASTING ELEV. DESCRIPTION POINT NORTHING EASTING ELEV.

S B

SAN 6.2

6.2

6.5

6.1

LOT 2

GRATE ELEV. = 7.24'

BOTTOM INV. = -1.23'

UNABLE TO SURVEY

PIPE SIZE/MATERIAL/INV.

MANHOLE ELEV. = 7.75'

SE INV. = 0.25'

S

AU

LS

S

T.

F

R W V

AR

IE

S

MAP OF DUNLAWTON

P.B. 14, PAGE 82

BLOCK 4

A

PP

A R

EN

T/ A

PP

R O X

IM

A

TE

R /W

A

S M O N U M

EN

TE

D

A

PP

A R

EN

T/ A

PP

R O X

IM

A

TE

R /W

APPARENT/APPROXIMATE PROPERTY LINE

APPARENT/APPROXIMATE PROPERTY LINE

Feet 0 20 40

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

1"=40'

09/02/2025

BE

JCS 2 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

MATCH LINE SHEET 3 MATCH LINE SHEET 3

M A T C H L

IN

E S

H E E T

T O P

M A T C H L

IN

E S

H E E T

T O P

S B

S B

S B

S B

S B

S B

S B

B T B

BT(B)

S(B)

BFOC(B)

W(B) W(B) W(B)

W B

W B

W B

S B

S B

8.13

8.14

8.11

8.14

8.22

8.06 7.69

7.73

7.77 tb1606.39

CLNO1

5.45.4

5.7 5.5

SAN

U

ELEC

7.5 7.5

7.5 7.9

7.27.4

U

7.2

7.6

7.4 6.9

6.6 7.2

7.0

7.2 6.6

6.7

6.5

6.3

6.3

6.2

6.1

6.2

5.6

5.5

5.3

5.3

5.3

5.4

5.1

5.6

EOI

EOIEOI

WATER

SITE BENCHMARK TATRAV1

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 6.59

OE

OE

OE

O E

38 39

A

PP

R O X

IM

A

TE

R /W

P

ER

P

LA

T

A

PP

A R

EN

T/ A

PP

R O X

IM

A

TE

R /W

SHELDON AVENUE 30' R/W(P) 15'(F)

SPINNAKER CIRCLE (P)

50' R/W (P)

GRATE ELEV. = 7.09'

NW INV. = 2.09'

UNABLE TO SURVEY

PIPE SIZE/MATERIAL

GRATE ELEV. = 7.72'

BOTTOM INV. = -0.56'

UNABLE TO SURVEY

PIPE SIZES/MATERIALS/INVS.

"SPEED LIMIT 25"

8" PVC

8" PVC

MANHOLE ELEV. = 7.19'

NW INV. = -0.23'

NE INV. = -0.38'

EOI

SEWER LIFT STATION

ELEVATION - 8.05'

ANTENNA MOUNTED ON

CONCRETE SLAB

BASE ELEVATION - 8.28'

CONCRETE SLAB

ELEVATION - 7.25'

CONCRETE SLAB

ELEVATION - 7.80'

CONCRETE SLAB

ELEVATION - 7.80'

30" PVC

30" PVC

GRATE ELEV. = 4.76'

NW INV. = 1.06'

GRATE ELEV. = 6.29'

BOTTOM INV. = 1.79'

UNKNOWN

SIZE/MATERIAL

EOI

C

ON

C R E

TE

S

ID

E W

ALK

6' VINYL FENCE

S

AU

LS

S

T.

F

R W V

AR

IE

S

A

PP

A R

EN

T/ A

PP

R O X

IM

A

TE

R /W

A

PP

R O X

IM

A

TE

R /W

P

ER

D

EE

D

MAP OF DUNLAWTON

P.B. 14, PAGE 82

HARBORSIDE VILLAGE SUBDIVISION

PHASE II

P.B. 45, PAGE 102

S

AU

LS

A

V E (P

S

AU

LS

S

T.

F

R W V

AR

IE

S

UNKNOWN UTILITY

4' CHAIN LINK

6' PRIVACY

15'(F)

30'(P)VACATED R/W(D)

Feet 0 20 40

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

1"=40'

09/02/2025

BE

JCS 3 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

MATCH LINE SHEET 2 MATCH LINE SHEET 2

M A T C H L

IN

E S

H E E T

T O P L E F T

M A T C H L

IN

E S

H E E T

T O P L E F T

SD

MANHOLE ELEV. = 5.16'

SW INV. = 0.32'

18" RCP

EAST LINE OF

BLOCK 1

P.B. 31, PG. 78

5.4

5.3 5.1

5.45.45.4

5.55.55.5

6.55.5

5.7

PB-

6.2

5.8

5.0

5.3

5.4

6.1

6.5

5.3

5.2

5.6

5.7

6.1

6.0

PB-

5.7

6.0

5.5

6.0

5.9

5.9

5.5

5.6

6.2PB-

6.0

6.5

5.6

5.9

5.6

6.0

6.1

5.8

5.6

5.8

6.1

6.0

6.0

6.1

PB-

5679101112

APPARENT/APPROXIMATE PROPERTY LINE

4' CHAIN LINK FENCE

4' CHAIN LINK FENCE

SD

MANHOLE ELEV. = 6.00'

SE INV. = 1.16'

NW INV. = 1.16'

NE INV. = UNABLE TO MEASURE

36" CMP(F)

48" CMP(PLANS)

42" CMP

36" CMP(F)

48" CMP(PLANS)

42" CMP

6SH

ELD

O N A

V

EN

U E 30' R

/W

(P) 15'(F)

F

P

V A C A

TED

R /W

(D

H A R B O R S

ID

E V

ILLA

G E S

U B D

IV

IS

IO

N

PH

A S

E II P.B

, PA

G E 1

DRAINAGE R/W (P)

EAST LINE OF

DUNLAWTON SUBDIVISION

D.B. M, PG. 187 (P)

LANTERN PARK

UNIT 1

P.B. 31, PG. 178

MAP OF DUNLAWTON

P.B. 14, PG. 82

BLOCK 1

Feet 0 20 40

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

1"=40'

09/02/2025

BE

JCS 4 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

MATCH LINE SHEET 3, LEFT MATCH LINE SHEET 2

MATCH LINE

THIS SHEET, BOTTOM

MATCH LINE SHEET 2

MATCH LINE SHEET 4, DETAIL A

SHEET 4, DETAIL A

1"=40'

MATCH LINE SHEET 3, LEFT

M A T C H L

IN

E S

H E E T

M A T C H L

IN

E S

H E E

5.6

5.9

6.1 5.9

6.2 6.5

7.7 7.7

6.07.18.4

5.7

O E

LOT 2

LOT 3

GLEN SUBDIVISION

P.B. 47, PAGE 122

U

TI

LI

TY

EA

SE

M

EN

T( P)

D R A

IN

A G E

EA

SE

M

EN

T (P

D R A

IN

A G E

EA

SE

M

EN

T (P

42" CMP

48" CMP

4' CHAIN LINK FENCE

APPROXIMATE LOCATION OF P.I.

UNABLE TO VERIFY DUE TO

OBSTRUCTIONS IN THE FIELD

EA

ST

L

IN

E O F

D U N

LA

W

TO

N S

U B D

IV

IS

IO

N

D .B

M

PG

(P

20' DRAINAGE EASEMENT (P)

7.5' DRAINAGE EASEM

ENT (P)

7.5' DRAINAGE EASEM

ENT (P)

BLOCK 1

LANTERN PARK

UNIT 1

P.B. 31, PG. 178

LOT 2, BLOCK 4

MAP OF DUNLAWTON

P.B. 14, PG. 82

D R A

IN

A G E

EA

SE

M

EN

T (P

LOT 3

Feet

0 20 40

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

1"=40'

09/02/2025

BE

JCS 5 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

MATCH

LINE

SHEE

T 4

MATCH

LINE

SHEE

T 4

MATCH LINE SHEET 6

MATCH LINE SHEET 6

BE(B)

BE(B)

BE(B) BE(B) BE(B)

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

BE(B)

B F O C B

BFOC(B) BFOC(B)

BFOC(B)

BFOC(B) BFOC(B) BFOC(B)

BFOC(B)

BFOC(B)

B F O C B

BFOC(B)

BFOC(B)

BFOC(B) BFOC(B) BFOC(B)

BFOC(B)

BF

OC

(B

B F O C B

6.86.6 7.3

6.77.4

6.87

7.48

7.70

6.44

7.27

7.29

8.55 8.45 7.99 7.57 7.52

7.49

6.61

6.75

7.04

7.35

7.28

7.507.838.268.61

6.94

8.008.368.768.86 tc196 7.42

CSL1

tc197 7.49

CSL1

tc198 7.50

CSL1

tc199 7.44

CSL1

7.758.158.608.73

8.5

8.49

8.28 7.84 7.53 7.42

6.0

6.7 6.5 6.4

6.8

6.4

7.3 7.5

8.0

8.1

0.5 -0.8

-0.6 -1.0

-0.9

-1.0

-0.4

-0.8

0.1-0.2

-2 .0

7.3

7.6

7.47.0

8.3

7.5 7.5

7.4

-0.1 -0.9 -1.4

-1.7

-0 .7

-0.4

7.4

8.4 9.2

-1.6

-2.3

-1.5

7.2 7.68.28.2

-2.3 -2.5 -1.9 -2.3

-2.2

7.68 7.12

7.54

8.4

9.28.9

8.6 8.3

8.0

6.6

9.6

7.3

10.7

7.4

10.6

7.0

WATER

WATER

SD

7.0

6.7

8.9

7.3

7.0

7.3

8.5

7.9

7.5

-0.7

8.3 8.4

7.7

ELEC

-6.6

-6.3 -7.2

-6.9 -5.7

-5.6

-4.7

-6.5-4.8

-6.0-6.6

-5.8

-2.2 -1.5 -2.8

-0.6

-2.6

EOI

EOI

EOI

SAN

SAN

SITE BENCHMARK H1

SET 5/8" IRON ROD & CAP

"ECHO UES TP LB 8184"

ELEV = 7.26

OE OE OE OE OE OE OE OE OE OE OE OE OE

O E

O E

O E

O E

O E

O E

O E

OE

OE

O E

OE

OE

OE

OE

OE

LOT 4

LA

N

TE

R N D

R

IV

E (P

F)

R /W

V A R

IE

S

APPARENT/APPROXIMATE R/W

A

PP

A R

EN

T/ A

PP

R O X

IM

A

TE

R /W

7.5' UTILITY EASE

MENT (P)

U

TI

LI

TY

EA

SE

M

EN

T( P)

7.5' UTILITY EASE

MENT (P)

"CROSSWALK AHEAD"

RIP RAP

30" OAK

CONCRETE SLAB

ELEVATION - 7.55'

INV. = 0.00'

INV. - 0.38'

42" CMP

48" CMP

48" HDPE

INV. = -2.83'

BOTTOM OF BOX = -4.49'

MANHOLE ELEV. = 7.05'

BOTTOM BOX= -0.45'

INV. = -0.50

INV. = -0.50

OVERFLOW HEADWALL

TOP = 2.65'

INV. = -0.25'

INV. = -0.16'

INV. = -1.05

INV. = 3.95'

EOI

C

ON

C R E

TE

S

ID

E W

AL

K

TYPE F CURBING

DIRT DRIVEWAY

20" WIDE WALL

HEIGHT VARIES

WATER'S EDGE

(7/29/2025)

STRAIGHT END WALL

TOP ELEVATION - 7.90'

PAVED SHOULDER

CROSSWALK

6' CHAIN LINK FENCE

6' IRON FENCE

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

GATE

ASPHALT ROAD

AS

P H

AL

T R

OA

D

CONCRETE SLAB

ELEVATION = 6.90'

CONCRETE SLAB

ELEVATION = 7.15'U

N K D

U N K D

14" PVC PIPE

INV. = 1.79' (14" PVC PIPE)

S D

S D

S D

D R A

IN

A G E

EA

SE

M

EN

T (P

TOP OF SLOPE

TOP OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

BOTTOM

TOP OF SLOPE

TOE OF SLOPE

BLOCK 1

LANTERN PARK

UNIT 1

P.B. 31, PG. 178

GLEN SUBDIVISION

P.B. 47, PAGE 122

LOT 3

REED CANAL ROAD (F)(P)

130' R/W (P)

Feet 0 20 40

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

1"=40'

09/02/2025

BE

JCS 6 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

M A T C H L

IN

E S

H E E T

R

IG

H T

MATCH LINE SHEET 5 MATCH LINE SHEET 5

M A T C H L

IN

E S

H E E T

R

IG

H

6.96.3

5.5

5.1

5.1 3.9

2.5 2.8

4.7

-1.0

-0.9

-0.9

-0.8 -0.5

6.6

6.46.1

6.2

6.4

6.6

6.0

6.7

6.2

9.1 9.4

6.06.2

8.9

-4.9 -6.8

-5.5

-4.9

12" HDPE

INV. = -2.83'

GRATE ELEV. = 4.25'

N INV. = 0.87'

BOTTOM INV. = -1.55'

8" PVC

GRATE ELEV. = 5.77'

INV. = 1.39'

INV. = -0.42'

GATE

4' IRON FENCE

4' IRON FENCE

4' IRON FENCE

APPARENT/APPROXIMATE R/W

REED CANAL ROAD (F)(P)

130' R/W (P)

LOT 4

TOE OF SLOPE

TOP OF SLOPE

BOTTOM

WATERS EDGE

(7/29/2025)

7.5 ' U

TIL

ITY

EA

SEM

ENT

(P

7.5 ' U

TIL

ITY

EA

SEM

ENT

(P

APPARENT/APPROXIMATE R/W

PARCEL "A"

DRAINAGE

UTILITY

EASEMENT(D)

LOT 1, BLOCK 4

MAP OF DUNLAWTON

P.B. 14, PG. 82

Feet 0 20 40

N

SHEETSCALE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

237 SW 7TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32601

888.778.ECHO | www.echoues.comREVISION COMMENTS DATE

DRAWING:

BY

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

LANTERN PARK - VOLUSIA COUNTY, FLORIDA

25-246

SURVRD01.DWG

1"=40'

09/02/2025

BE

JCS 7 OF 7

TOPOGRAPHIC SURVEY

GEOSYNTEC

M A T C H L

IN

E S

H E E T

LE

F T

M A T C H L

IN

E S

H E E T

LE

F T

GLEN HAVEN DRIVE(P)

OAK GLEN DRIVE (F)

40' R/W(P)

R/W VARIES

GLEN SUBDIVISION

P.B. 47, PG. 122

SURVRD01-1.pdf
SURVRD01-2.pdf
SURVRD01-3.pdf
SURVRD01-4.pdf
SURVRD01-5.pdf
SURVRD01-6.pdf
SURVRD01-7.pdf
2025-10-15T14:52:43-0400
Joseph C Stukey

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