Jupiter Plantation Ditch Topographic Survey.pdf

PDF 2 MB Posted Aug 14, 2026

Attached to: Jupiter Plantation Ditch Pipe Replacement
Solicitation number: IFB 360 2022604 3
Issued by: Palm Beach County, Florida

About this file

Written by GovTribe AI · Aug 14, 2026

This is a topographic survey document prepared for the Jupiter Plantation Ditch Pipe Replacement project in Florida. The survey provides technical mapping and elevation data necessary to support the design and planning phases of the pipe replacement initiative. The document establishes baseline topographic information for the ditch corridor, including existing ground conditions, drainage patterns, and spatial relationships that will inform engineering decisions for the planned pipe installation work. The survey data serves as foundational deliverable supporting the state and local contract opportunity for the pipe replacement project.

The topographic survey represents a preliminary technical phase preceding the main contract award and construction execution. This surveying work establishes the existing site conditions and physical parameters required for competitive bidding on the subsequent pipe replacement contract. The survey information will be made available to prospective bidders to ensure they have accurate baseline data for developing project proposals and cost estimates. This technical foundation is essential for contractors to assess project scope, material quantities, and implementation methodology prior to submitting bids for the pipe replacement work.

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2022604 Addendum 1.pdf	PDF	Aug 14, 2026
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OF: SV3

24-090

PROJECT NO.

SHEET: SV1

NTS

11/8/24DATE:

CHK'D:

DRAWN:

APP'D:

SCALE:

P A

L M

ACH

Y T

N U

LORID

ROADWAY PRODUCTION

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

By DateRevisionsNo.

Seal:

PROJECT NO. 2022604

PALM BEACH COUNTY

PALM BEACH COUNTY, FLORIDA

REPLACEMENT

JUPITER PLANTATION DITCH PIPE

TOPOGRAPHIC/SPECIFIC PURPOSE SURVEY

LB8265

Delray Beach, Florida 33484 · 561.634.6701

5119 Beechwood Rd, A SURVEYING AND MAPPING FIRM

RITZEL-MASON INC.

STATE OF

DIROL

LEZTIR SINNED

E T

ACIFIT

C r e p p a M dna royevru

S de r et si g e

No. 6953

ACH

Y T

N U

FLORIDA

COUNTY OF PALM BEACH

BOARD OF COUNTY COMMISSIONERS

SARA BAXTER

DISTRICT 6

DISTRICT 4

DISTRICT 2

DISTRICT 1

MICHAEL A. BARNETT

DISTRICT 3

DISTRICT 5

MACK BERNARD

DISTRICT 7

GREGG K. WEISS

MARCI WOODWARD

STATE OF FLORIDA

MARIA G. MARINO

MARIA SACHS

PROJECT NO. 2022604

PIPE REPLACEMENT

JUPITER PLANTATION DITCH

NOTES:ABBREVIATIONS:

SURVEYOR'S CERTIFICATION:

TWP. 40S., & RGE. 42E.

SEC. 36

NOT TO SCALE

LOCATION MAP

LEGEND:

TREE UNKNOWN

TREE PINE

TREE PALM

TREE OAK

SINGLE SUPPORT SIGN

SECTION CORNER

POWER POLE

LIGHT POLE

IRRIGATION VALVE

GUY ANCHOR

=UNKNOWNUNK

=TOWNSHIPTWP.

=TOP OF WALLT.W.

=TRAVERSETRAV

=STATIONSTA.

=SECTIONSEC.

=SET NAIL AND DISCSN/D

=RIGHT OF WAYR/W

=RANGERNG.

=RITZEL-MASON INC.RM

=QUANTITY QTY.

=QUALITY LEVEL B (QLB)(B)

=POINTPT

=POINT OF INTERSECTIONP.I.

=PARCEL CONTROL NUMBERPCN

=NUMBERNO.

=INVERTINV.

=IRON ROD & CAPIRC

=GUARDRAILGR

=FLORIDA DEPARTMENT OF TRANSPORTATIONFPL

=FINISHED FLOOR ELEVATIONFFE

=ELEVATIONEL.

=EDGE OF PAVEMENTE/P

=CONCRETECONC.

=CENTERLINE

+BURIED CABLE TELEVISION BTV(B)

BFOC(B) =BURIED FIBER OPTIC

=BURIED ELECTRICBE(B)

=BEGININGBEG

=BASELINE

=ASPHALTAP

LAST DATE OF FIELD SURVEY: 11/08/2024

FLORIDA REGISTRATION NO. LS6953

PROFESSIONAL SURVEYOR AND MAPPER

DENNIS A. RITZEL

RESPONSIBLE DIRECTION AND SUPERVISION.

STATUTES, THE 2019 PALM BEACH COUNTY DESIGN PROCEDURES AND IS A TRUE AND CORRECT REPRESENTATION OF THE LAND SURVEYED UNDER MY PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J-17.050-.052, OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA I HEREBY CERTIFY THAT THIS SPECIFIC PURPOSE/TOPOGRAPHIC SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF

COMPUTED DIMENSIONS ARE SUPPORTED BY FIELD MEASUREMENTS. 12.

REFERENCE FIELD BOOK 22, PAGE 49 AND FIELD BOOK 25, PAGE 21 11.

COLLECTED BY HYDRODRONE EQUIPMENT COMBINED WITH TOTAL STATION EQUIPMENT.

10. TOPOGRAPHIC DATA COLLECTED BY TOTAL STATION METHODS. UNDERWATER CANAL DATA WAS

FORM A CONSISTENT PATTERN REFLECTING AN OVERALL AGREEMENT WITH RECORD DOCUMENTS.

RECORDED IN THE PUBLIC RECORD OF PALM BEACH COUNTY. THE RECOVERED MONUMENTS WERE FOUND TO OFFICIAL RECORD BOOK 1049, PAGE 398, AND OFFICIAL RECORD BOOK 34, PAGE 162). ALL DOCUMENT AS

LANE (PLAT BOOK 60, PAGE 164) AND EASEMENT DEEDS AS RECORDED IN OFFICIAL RECORD BOOK 1040, PAGE 396, EASEMENT AND THE 15-FOOT DRAINAGE EASEMENT WERE PRIMARILY BASED UPON THE PLAT OF CROWN QUAY THE RIGHTS-OF-WAY FOR CROWN QUAY LANE, THE 35-FOOT DRAINAGE EASEMENT, THE 20-FOOT DRAINAGE 9.

BASELINE OF SURVEY AND SHOW THE TOPOGRAPHIC FEATURES WITHIN THE CONTRACT LIMITS.

THE SPECIFIC PURPOSE OF THIS SURVEY IS TO ESTABLISH THE LOCATION OF THE RIGHT-OF-WAY LINES, 8.

PROPERTIES WHICH ARE UNKNOWN TO THE SIGNING SURVEYOR AND ARE NOT SHOWN ON THIS SURVEY.

UNRECORDED DEEDS, EASEMENTS, RESTRICTIONS OR OTHER INSTRUMENTS WHICH COULD AFFECT THE SUBJECT MISSING SEGMENTS IN THE RIGHT-OF-WAY CORRIDOR IT IS POSSIBLE THAT THERE ARE DEEDS OF RECORDS, REVIEWED BY THIS OFFICE AND INCORPORATED HEREIN. THIS OFFICE HAS FOUND NO GAPS, GORES, OVERLAPS, OR

THE RIGHT-OF-WAY INFORMATION PROVIDED BY PALM BEACH COUNTY ON AUGUST 19, 2024, HAS BEEN 7.

6. PARCEL CONTROL NUMBERS WERE OBTAINED FROM THE PALM BEACH COUNTY PROPERTY APPRAISER.

PLAT BOOK 60, PAGE 164 AND FIELD MONUMENTATION.

GRID BEARING OF NORTH 01°00’22” EAST AS CALCULATED FROM THE PLAT OF CROWN QUAY LANE AS RECORDED IN

BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF CROWN QUAY LANE, HAVING A 5.

POINT: N=949988 E=946899. COORDINATES ARE GRID. ALL DISTANCES ARE GROUND.

PROJECT SCALE FACTOR = 1.000038084 (GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE). SCALE FACTOR

UNITS = US SURVEY FEET. COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION.

HORIZONTAL DATUM = NAD 1983, 1990 ADJUSTMENT (NAD83/90). ZONE = FLORIDA EAST ZONE 0901. LINEAR 4.

REDUNDANT MEASUREMENTS.

1.09 MILES. THE HORIZONTAL ACCURACY OF THE FIELD MEASURED CONTROL IS 1:230,000 BASED UPON

THE VERTICAL ACCURACY OF THE CONVENTIONAL DIFFERENTIAL CLOSED LEVEL LOOP OBTAINED IS 0.025' IN 3.

AN ELEVATION OF 3.226 FEET.

AND REFERENCE THE FOLLOWING BENCHMARK: PALM BEACH COUNTY BRASS DISC IN CONCRETE CENNOCK HAVING

ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2.

SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER.

THIS DRAWING IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR AUTHENTICATED DIGITAL 1.

TWP. 40S., RGE. 42E.

SECTION 36

CENTER STREET

LINE TYPES

R/W LINE

FENCE

OVERHEAD ELECTRICAL

TWP. 40S., RGE. 42E.

SECTION 35

STA. 15+00

END PROJECT

STA. 10+00

BEGIN PROJECT

GOVERNMENT SECTION LINE

BURIED CABLE TELEVISION MARKED BY RITZEL-MASON

BURIED ELECTRIC MARKED BY RITZEL-MASON

BURIED FIBER OPTIC MARKED BY RITZEL-MASON

BURIED UNKNOWN LINE MARKED BY RITZEL-MASON

C R

O W

U A

L A

N E

NAVD '88 ELEV + 1.503' = NGVD '29 ELEVATION

NORTH AMERICAN DATUM OF 1988 (NAVD88)

ELEVATIONS SHOWN HEREON ARE BASED ON THE

VERTICAL DATUM

E H

H W

W INDIANTOWN RD

E N

N O

C K

10'U.E. (P)

(O.R.B.1040, PG.396)

35'D.E.

(O.R.B.1962, PG.1181)

6'U.E.

10 11 12 13 14 15

OF: SV3

24-090

PROJECT NO.

SHEET: SV2

NTS

11/8/24DATE:

CHK'D:

DRAWN:

APP'D:

SCALE:

P A

L M

ACH

Y T

N U

LORID

ROADWAY PRODUCTION

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

By DateRevisionsNo.

Seal:

PROJECT NO. 2022604

PALM BEACH COUNTY

PALM BEACH COUNTY, FLORIDA

REPLACEMENT

JUPITER PLANTATION DITCH PIPE

TOPOGRAPHIC/SPECIFIC PURPOSE SURVEY

LB8265

Delray Beach, Florida 33484 · 561.634.6701

5119 Beechwood Rd, A SURVEYING AND MAPPING FIRM

RITZEL-MASON INC.

STATE OF

DIROL

LEZTIR SINNED

E T

ACIFIT

C r e p p a M dna royevru

S de r et si g e

No. 6953

0' 40'

SCALE 1'=40"

20' 80'

SET 5/8" IR&C - RM TRAV PT

ELEV=4.68'

E=946860.775

N=949885.573

O/S=36.40 LT

STA=11+47.11

M100R

SET 5/8" IR&C - RM TRAV PT

ELEV=3.24'

E=946878.526

N=950009.506

O/S=20.83 LT

STA=12+71.34

M101R

SET 5/8" IR&C - RM TRAV PT

ELEV=3.13'

E=946885.531

N=950155.933

O/S=16.39 LT

STA=14+17.87

M102R

(UNABLE TO SET)

E=946894.583

N=949737.845

STA=10+00.00

BEGIN £ OF SURVEY

E=946903.363

N=950237.767

STA=15+00.00

END BASELINE OF SURVEY

N1°00'22"E 500.00'

LANE AS RECORDED IN PLAT BOOK 60, PAGE 164 AND FIELD MONUMENTATION.

HAVING A GRID BEARING OF NORTH 01°00’22” EAST AS CALCULATED FROM THE PLAT OF CROWN QUAY

BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF CROWN QUAY LANE, 3)

DISTANCES ARE GROUND.

= GRID DISTANCE). SCALE FACTOR POINT: N=949988 E=946899. COORDINATES ARE GRID. ALL MERCATOR PROJECTION. PROJECT SCALE FACTOR = 1.000038084 (GROUND DISTANCE X SCALE FACTOR 0901. LINEAR UNITS = US SURVEY FEET. COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE

HORIZONTAL DATUM = NAD 1983, 1990 ADJUSTMENT (NAD83/90). ZONE = FLORIDA EAST ZONE 2)

CONCRETE CENNOCK HAVING AN ELEVATION OF 3.226 FEET.

(NAVD88) AND REFERENCE THE FOLLOWING BENCHMARK: PALM BEACH COUNTY BRASS DISC IN

ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 1)

NOTES:

.26'(G

RID)

9.17

'(GROUND)

S56° 54'10

1461.86'(GRID) 1461.80'(GROUND)

S27°09'27"E

E.=946236.112

N.=948937.067

CCR POSITION:

STAMPED "35/36/2/1 PALM BEACH COUNTY GEODETIC SURVEY"

FOUND BRASS DISC IN CONCRETE

36/40/42

S.W. CORNER SECTION

E.=948888.197

N.=948944.001

CCR POSITION:

36/40/42 NOT FOUND

S. QUARTER CORNER SECTION

TWP. 40S., & RGE. 42E.

SEC. 36

NAVD '88 ELEV + 1.503' = NGVD '29 ELEVATION

NORTH AMERICAN DATUM OF 1988 (NAVD88)

ELEVATIONS SHOWN HEREON ARE BASED ON THE

VERTICAL DATUM

CROWN QUAY LANE

(P.B.34, PG.165)

PCN: 30424036130010000

JUPITER PLANTATION FIRST ADDITION

P C

N : 3

S E R V

E A

R E A

R E C

R E A T

N U

(P.B. 34, PG.162)

15'D.E.

20' D.E. (O.R.B.1049, PG.398)W. R/W LINE

PROPERTY LINE

°5

R O

U N

S O

U T

H L

O F

S E

C T

W P

G E

'(G

R O

U N

'(G

S °2

E=946901.607 N=950137.783

SET 5/8" IR&C "RITZEL-MASON LB 8265"

STA=14+00

E=946898.970 N=949987.807

STA=12+50

SET 5/8" IR&C "RITZEL-MASON LB 8265"

R= (P

R=65' (P)

(NO ID)

FOUND PK-NAIL(NO ID)

FOUND DRILL HOLE IN CURBING

G R

O U

N D

G R

S °1

N01°00'22"E (C)

(PRIVATE) (TRACT "B")

CROWN QUAY LANE

L O

X A

H A T C

H E

E R

SET 5/8" IR&C - RM TRAV PT

ELEV=3.13'

E=946885.531

N=950155.933

M102R

SET 5/8" IR&C - RM TRAV PT

ELEV=3.24'

E=946878.526

N=950009.506

M101R

SET 5/8" IR&C - RM TRAV PT

ELEV=4.68'

E=946860.775

N=949885.573

M100R

T.W. EL.=2.35'

T.W. EL.=2.10'

T.W. EL.=2.24'

T.W. EL.=2.50'

T.W. EL.=0.00

10'U.E. (P)

E=946898.970

N=949987.807

STA=12+50

SET 5/8" IR&C "RITZEL-MASON LB 8265"

"LB3505"IR&C

FOUND 5/8"

P C

S E

R V

E A

R E

C R

E A T

N U

20' D.E. (O.R.B.1049, PG.398)

(P.B. 34, PG.162)

15'D.E.

(O.R.B.1040, PG.396)

35'D.E.

(O.R.B.1962, PG.1181)

6'U.E.

TOP OF TIDAL BAFFLE FLAP EL.=1.61'

INV 48"RCP(S)EL.=-2.39'

SEA WALL OUTFALL

14" WIDE CONCRETE SEA WALL

INV48"RCP(N)EL.=-1.88'

14" WIDE STORM HEADWALL OUTFALL

TOP OF WALL EL.=2.86'

14" WIDE CONCRETE HEADWALL

10 11 12 13 14 15

E L

W A T E

L E

V A T

(UNABLE TO SET)

E=946903.363

N=950237.767

STA=15+00.00

END £ OF SURVEY

N1°00'22"E 500.00'

BASELINE OF SURVEY

TOP OF WALL EL.=2.65'

18" WIDE CONCRETE HEADWALL

SEA WALL

14" WIDE CONCRETE

TOP OF WALL EL.=3.33'

WITH 10" WIDE METAL CAP

SHEETPILE WALL

10" WIDE RIP-RAP HEADWALL

BURIED FOC (4)

R (P

R=65' (P)

BURIED CATV (5)

BURIED ELEC (1)

BURIED ELEC (2)

E=946898.970 N=949987.807

STA=12+50

SET 5/8" IR&C "RITZEL-MASON LB 8265"

(NO ID)

FOUND DRILL HOLE

(NO ID)

FOUND PK-NAIL

(UNABLE TO SET)

E=946894.583 N=949737.845

STA=10+00.00

BEGIN £ OF SURVEY

T.W. EL.=-0.10'

T.W. EL.=1.40'

T.W. EL.=2.10'

T.W. EL.=2.45'

(Q L B (2

U T

U N

K N

O W

-2 .4 9'

-2 .4 1'-1

.3 0'

-1 .9 4' -2

.4 5'

-3 .5 8'

-2 .7 1'

-0 .6 5'

-6 .6 2'

-1 .8 8'

-2 .7 0'

-1 .0 8'

-2 .0 1'

-1 .9 2'

-0 .6 6'

-0 .2 5'

-2 .5 2'

'4.

T.W. EL.=1.00'

(P.B.34, PG.165)

PCN: 30424036130010000

JUPITER PLANTATION FIRST ADDITION

(O.R.B.5860, PG.1482)

PCN: 00424036170000080

(P.B.60, PG.164)

CROWN QUAY LANE

LOT 8

-1 .8 0'

GRASS

±308' (P)4' C.L. FENCE

FFE= 6.22'

BUILDING

GRASS

SWALE

DITCH

GRASS

24" PA

10" UNK (2)

15" UNK

18" PA

17" UNK

6" PI (2)

10" PA

15" PA

P A

8" PI

5" PIW. R/W LINE

PROPERTY LINE

GARAGE FFE= 6.17'

BUILDING

DRIVEWAY

CONCRETE

18" UNK

16" UNK(2)

21" UNK (2)

ESTABLISHED PROPERTY LINES AND BASELINE.

LIMITS. FIELD MONUMENTATION WAS USED TO

MONUMENTATION FOUND SOUTH OF PROJECT

NOTE: 9 ADDITIONAL PROPERTY AND RIGHT-OF-WAY

12" UNK

26" UNK

OF: SV3

24-090

PROJECT NO.

SHEET: SV3

NTS

11/8/24DATE:

CHK'D:

DRAWN:

APP'D:

SCALE:

ACH

Y T

N U

LORID

ROADWAY PRODUCTION

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

By DateRevisionsNo.Seal:

PROJECT NO. 2022604

PALM BEACH COUNTY

PALM BEACH COUNTY, FLORIDA

REPLACEMENT

JUPITER PLANTATION DITCH PIPE

TOPOGRAPHIC/SPECIFIC PURPOSE SURVEY

LB8265

Delray Beach, Florida 33484 · 561.634.6701

5119 Beechwood Rd, A SURVEYING AND MAPPING FIRM

RITZEL-MASON INC.

STATE OF

DIROL

LEZTIR SINNED

E T

ACIFIT

C r e p p a M dna royevru

S de r et si g e

No. 6953

0' 40'

SCALE 1'=40"

20' 80'

N.=948944.001, E.=948888.197

CCR POSITION:

36/40/42 NOT FOUND

S. QUARTER CORNER SECTION

°5

R O

U N

S O

U T

H L

O F

S E

C T

W P

G E

G R

O U

N D

G R

S °1

'(G

R O

U N

'(G

S °2

.26'(G

RID)

9.17

'(GROUND)

S56° 54'10

1461.86'(GRID) 1461.80'(GROUND)

S27°09'27"E

E.=946236.112

N.=948937.067

CCR POSITION:

STAMPED "35/36/2/1 PALM BEACH COUNTY GEODETIC SURVEY"

FOUND BRASS DISC IN CONCRETE

36/40/42

S.W. CORNER SECTION

NAVD '88 ELEV + 1.503' = NGVD '29 ELEVATION

NORTH AMERICAN DATUM OF 1988 (NAVD88)

ELEVATIONS SHOWN HEREON ARE BASED ON THE

VERTICAL DATUM

SURVRD01_sht1

SURVRD01_sht2

SURVRD01_sht3

	2024-12-16T13:50:20-0500
Dennis A Ritzel

File details come from the government source that posted it. Updated Aug 14, 2026.