2021103 Roadway Plans Part 1 of 2.pdf

ROADWAY PRODUCTION

HCAEB

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

RevisionsNo.

Seal:

GOVERNING STANDARD PLANS:

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LENGTH OF PROJECT

PROJECT LENGTH IS BASED ON � OF CONSTRUCTION

ROADWAY

GROSS LENGTH OF PROJECT

NET LENGTH OF PROJECT

BRIDGES

EXCEPTIONS

LINEAR FEET MILES

1697.49

0.321

0.321 1697.49

0.321 1697.49

T 45 S

T 46 S

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N.T.S.

2021103

PROJECT NO.

NTS

MA

PROPEL ENGINEERING, INC.

FLORIDA BUSINESS CERT. NO. 31050

APPROVED BY: MAJHARUL ALAM, P.E.

DATE:

P.E. NO.: FL REGISTRATION NO. 61600

PHONE (561) 866-5730

SHEET DESCRIPTIONSHEET NO.

28ARB

NGVD 1929 DATUM ELEVATION - 1.535' = NAVD 1988 DATUM ELEVATION

PLANS WERE PREPARED BASED ON THE NAVD 1988 DATUM

STATE OF FLORIDA

COUNTY OF PALM BEACH

LOCATION MAP

N.T.S.

INDEX OF ROADWAY PLANS

CONTRACT PLANS COMPONENTS

ENGINEER'S CERTIFICATION

I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN

ARE IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS

AND CRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTY

ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION.

KEY SHEET

2711 N VISTA PARKWAY, SUITE B-7

WEST PALM BEACH, FLORIDA 33411

PROJECT NO. 2021103

BOARD OF COUNTY COMMISSIONERS

the following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at and Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2023-24 Standard Plans for Road

INTERSECTION IMPROVEMENTS

09/10/24

MILITARY TRL & GOLF RD.

INTERSECTION IMPROVEMENTS

MILITARY TRL & GOLF RD.

STA. 59+03.60

MILITARY TRL

END PROJECT

STA. 100+43.38

GOLF RD.

BEGIN PROJECT

STA. 110+90.09

GOLF RD.

END PROJECT

STA. 52+52.82

MILITARY TRL

BEGIN PROJECT

1 KEY SHEET

3 - 4 TYPICAL SECTION

5 - 6 GENERAL NOTES

DRAINAGE MAP

8 - 11 ROADWAY PLAN

SUMMARY OF PAY ITEMS2

DISTRICT 6

DISTRICT 4

DISTRICT 2

DISTRICT 7

DISTRICT 5

DISTRICT 3

DISTRICT 1

SIGNING AND PAVEMENT MARKING PLANS (FOR INFORMATION ONLY)

SPECIFIC PURPOSE/TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY)

ROADWAY PLANS

DRAINAGE STRUCTURES 13

15 - 28 CROSS SECTIONS

14 DRAINAGE DETAILS

MK

P.E# 61600

MAJHARUL ALAM, PE

and revisions will be in compliance with the F.H.W.A. regulations.

conform with the latest FDOT Standard Plans and the latest M.U.T.C.D.

project. All materials and construction within P.B.C. right-of-way shall

Governing Specifications are contained in the contract documents for this

GREGG K. WEISS,

ROADWAY PROFILE

GOLF RD.

5/14/2026

FINAL SUBMITTAL

JOEL G. FLORES

MARIA SACHS

BOBBY POWELL JR.

MARIA G. MARINO

VICE MAYOR

MARCI WOODWARD

MAYOR

SARA BAXTER

This item has been digitally signed and sealed by Majharul Alam on the date adjacent to the seal.

Signature must be verified on any electronic copies.

ROADWAY PRODUCTION

PROPEL ENGINEERING, INC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY., SUITE NO. B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

5/14/2026Shuvo

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2:38:09 PM

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2021103

PROJECT NO.

MILITARY TRL & GOLF RD.

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:MA

DRAWN: ARB

CHECKED: MK

DATE:09/10/24

GENERAL NOTES

GENERAL NOTES

GENERAL NOTES:

1. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 556.105 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINE.

2. GRADES SHOWN ARE FINISHED GRADES UNLESS OTHERWISE NOTED.

3. BENCHMARK DATUM IS REFERRED TO THE NORTH AMERICAN VERTICAL DATUM 1988.

4. EXISTING SECTION CORNERS, QUARTER SECTION CORNERS, PROPERTY CORNERS, PALM BEACH COUNTY SURVEY CONTROL MONUMENTS AND ALL OTHER PERMANENT MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO BE

REFERENCED PRIOR TO CONSTRUCTION AND RESET AFTER CONSTRUCTION BY A PROFESSIONAL SURVEYOR & MAPPER WITH A MONUMENT BEARING EITHER THE FLORIDA LICENSE NUMBER OR CERTIFICATE OF AUTHORIZATION NUMBER OF THE

PARTY IN RESPONSIBLE CHARGE.

5. UNLESS OTHERWISE SHOWN, ALL EXISTING DRAINAGE STRUCTURES, WITHIN THE LIMITS OF CONSTRUCTION, ARE TO REMAIN.

6. UTILITIES ARE TO BE ADJUSTED BY OTHERS UNLESS OTHERWISE NOTED.

7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY: THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO THE START DATE OF CONSTRUCTION. IN ADDITION, THE

CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE ENGINEER AND

NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED.

8. THE FOLLOWING IS A LIST OF UTILITY OWNERS:

COMPANY CONTACT PHONE

AT&T/DISTRIBUTION 561-699-8598

561-436-9034

CITY OF BOYNTON BEACH MILOT EMILE 561-742-6407

561-927-4027

HOTWIRE COMMUNICATIONS 954-296-7765

FLORIDA PUBLIC UTILITIES CO. FERNANDO VAN LEEUWEN 561-389-2338

DANNY HASKETT 786-610-7073

PALM BEACH COUNTY TRAFFIC-OPERATIONS 561-233-3900

561-493-6108

9. UTILITY LOCATIONS MAY ALSO BE DETERMINED BY CALLING SUNSHINE ONE-CALL AT 1-800-432-4770 AND THE RESPECTIVE UTILITY COMPANY.

10. STATIONS AND OFFSETS REFER TO THE CENTERLINE OF CONSTRUCTION, UNLESS OTHERWISE NOTED.

11. INTERSECTING ROADS AND DRIVEWAYS ARE TO BE GRADED AS DIRECTED BY THE ENGINEER, UNLESS OTHERWISE NOTED.

12. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT FLORIDA DOT STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

13. ALL PIPES SHALL BE IN ACCORDANCE WITH FLORIDA DOT AND PALM BEACH COUNTY REQUIREMENTS.

14. ALL INLET DRAINAGE STRUCTURES SHALL HAVE A MINIMUM 2' SUMP UNLESS OTHERWISE SHOWN, EXCEPT CONTROL STRUCTURES. WEEP HOLES SHALL NOT BE A PART OF THESE SUMPS.

15. NO CONSTRUCTION SHALL BE COMMENCED UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A NOTICE TO PROCEED.

16. ALL TEMPORARY AND PERMANENT BENCHMARKS ARE TO BE PROTECTED DURING CONSTRUCTION.

17. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR IS TO NOTIFY THE

COUNTY SURVEYOR.

18. ANY VERTICAL DATUM MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE PROJECT ENGINEER SHOULD NOTIFY:

GEODETIC INFORMATION CENTER

ATTN: MARK MAINTENANCE SECTION

ATTN: N/CG-162

6001 EXECUTIVE BOULEVARD

ROCKVILLE, MARYLAND 20852

TELEPHONE NO. (301) 443-8319

19. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES AS INDICATED IN FDOT STANDARD INDEXES WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE, LOCAL AND NPDES WATER QUALITY STANDARDS.

STEVE ROSA

DAVID FUCHS

GREG KUEHN

FRANCISCO AZURI 786-266-1713

CROWN CASTLE

LUMEN (FKA CENTURY LINK/LEVEL 3/QWEST)

COMCAST

FPL-DISTRIBUTION SOUTH & BG

561-248-7077FPL-TRANSMISSION JODI CRUMP

FERNANDO MORALES

561-684-4030PALM BEACH COUNTY TRAFFIC-SIGNALS & STREETLIGHTS MAY CHENG

VILLAGE OF GOLF JOHN LISLE 561-732-0236

PALM BEACH COUNTY WATER UTILITIES HENRY MELENDEZ

SUPERINTENDENT

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ROADWAY PRODUCTION

51 52 53 54 55

510 511 512 513 514

X-1

X-2

X-8

X-6

X-9

X-7

X-5

X-10

X-11

RESURFACING

MILLING AND

(TO REMAIN)

EXIST SIDEWALK

(TO REMAIN)

EXIST SIDEWALK

STA. 53+84.00, 57.19' (RT)

CONNECT TO EXIST SIDEWALK STA. 55+80.71, 8.00' (LT)

CONNECT TO EXIST TRAFFIC SEPERATOR

R/W LINE

EXIST

TO REMAIN

SEPERATOR

EXIST TRAFFIC

MILITARY TRL

¡ CONST

MILITARY TRL

£ SURVEY

N

10 40

Feet

MODIFIED TYPE "F" CURB & GUTTER

GOLF RD.

¡ CONST

'R

EDGE OF PAVEMENT

TO REMAIN

EXIST 24" RCP

TO REMAIN

EXIST 36" RCP TO REMAIN

EXIST 15" RCP

60'

60'

40' 40'

EXIST OE POLE TO REMAIN

TO REMAIN

EXIST OE POLE

EXIST OE POLE TO REMAIN

TO REMAIN

EXIST OE POLE

TO REMAIN

EXIST OE POLE

TO REMAIN

EXIST OE POLE

TO REMAIN

EXIST OE POLE

TO REMAIN

EXIST OE POLE

EXIST OE POLE TO REMAIN

TYPE "F" CURB & GUTTER

EXIST OE POLE TO REMAIN

EXIST OE POLE TO REMAIN

4" PE GM (FPU)

4" PE GM (FPU)

N

E

(BY OTHERS)

RELOCATED

TO BE

PED POLE

EXIST R/W LINE

TO REMAIN

EXIST OE POLE

R/W LINE

L.W.D.D

EXIST OE POLE TO BE RELOCATED (BY OTHERS)

CASCADE LAKES

SEC 36/45/42

SECTION LINE

EAST-WEST 1/4

REMAIN

CMP TO

EXIST 42" REMAIN

POLE TO

EXIST OE

N

E

N 00° 37' 29" W

N 00° 40' 16" W

SEPERATOR (5" THICKNESS)

CONCRETE TRAFFIC

SAWCUT

SAWCUT

16.5'

'R

DWS

DWS

DWS

DWS

OFOC (COMCAST)

2" BFOC (HOTWIRE)

13KV BE (FPL)

EXIST OE POLE (TO REMAIN)

12" WM (CITY OF BOYNTON BEACH)

6" FM (CITY OF BOYNTON BEACH)

13KV OE (FPL)

BFOC (COMCAST)

OFOC (COMCAST)

OFOC (COMCAST)

BFOC (COMCAST)

OFOC (COMCAST)

13KV OE (FPL)

BFOC (COMCAST)

8" FM (CITY OF BOYNTON BEACH)

120V OE (FPL)

4" FM (CITY OF BOYNTON BEACH)

OFOC (COMCAST)

(COMCAST)

OFOC

BOYNTON BEACH)

(CITY OF

10" DIP SM

56.86' (LT)

+96.91

54.97' (LT)

+59.12

51.63' (LT)

+64.30

11.00' (LT)

+80.93

51.67' (LT)

+87.80

17.88' (RT)

+35.19

EL. 17.53 (±)

32.50' (LT)

+10.43

45.34' (RT)

+84.02

51.70' (RT)

+75.25

56.03' (RT)

+83.80

7.82' (RT)

+00.92

47.30' (RT)

+00.46

GM (FPU)

4" PE

MATCH EXIST EL. 19.34 (±)

STA. 55+80.80, 0.00' (LT)

CONNECT TO EXIST CURB & GUTTER

BEGIN MODIFIED TYPE "F" CURB & GUTTER

L.W.D.D R/W LINE

L.W.D.D R/W LINE

L.W.D.D EASEMENT LINE

(CROWN CASTLE )

1.5" BFOC

2" BFOC (HOTWIRE) 240V OE (FPL)

(FPL)

240V OE

X-1

X-2

X-8

X-6

X-9

X-7

X-5

X-10

X-11

OFOC (COMCAST) TO BE RELOCATED BY (OTHERS)

MANHOLE TOP

ADJUST EXIST SAN

5 BFOC (AT&T)

R/W LINE

EXIST

4 BFOC (AT&T)

BFOC (AT&T)

BOXES

EXIST JUNCTION

INDIAN HILLS APARTMENT HOMES

MATCH EXIST EL. 18.41 (±)

STA. 53+84.00, 49.34' (RT)

CONNECT TO EXIST CURB & GUTTER

START TYPE "F" CURB & GUTTER

(TO REMAIN)

EXIST SWK

PROPEL ENGINEERING, INC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY., SUITE NO. B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

5/14/2026Shuvo

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

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Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2021103

PROJECT NO.

MILITARY TRL & GOLF RD.

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: ARB

CHECKED: MK

DATE:09/10/24

16.5'16.5'5' 16' 5.5'18.5'

2'

12'

37'

11'

2'

7'

73'

MILITARY TRL

G O

L F

R

D

¡ CONST GOLF RD.

STA. 100+43.38

BEGIN MILLING & RESURFACING

BEGIN CONSTRUCTION

BEGIN PROJECT

¡ CONST MILITARY TRL

STA. 52+52.82

& RESURFACING

BEGIN MILLING

BEGIN CONSTRUCTION

BEGIN PROJECT

LEGEND:

WIDENING

¡ CONST MILITARY TRL

STA. 54+01.02

END MILLING & RESURFACING

E942796.66

N790663.95

STA. 100+00.00

GOLF RD.

BEGIN ¡ CONST

E942937.45

N790438.82

STA. 510+00.00, 2.31' RT

£ SURVEY MILITARY TRL

STA. 51+00.00 =

BEGIN ¡ CONST MILITARY TRL

E942934.80

N790665.44

STA. 53+26.63

¡ CONST MILITARY TRL

STA. 10+00.00, 40.00' LT =

£ SURVEY GOLF RD.

STA. 101+38.14 =

¡ CONST GOLF RD.

E942935.14

N790438.82

STA. 510+00.00

SET MND

BEGIN £ SURVEY MILITARY TRL

CR-G

M A

T C

H L I N

E

S

T A

.0

MATCHLINE STA. 102+60.00 (SEE SHEET 10)

PBC R/W (ORB 32334 PG.249)

U T L

ROADWAY PRODUCTION

57 58 59 60 61 516 517 518 519 520

X-3 X-4

EXIST R/W LINE

MILITARY TRL

£ SURVEY

EXIST R/W LINE

RESURFACING

MILLING AND

N

10 40

Feet

MODIFIED TYPE "F" CURB & GUTTER

TO REMAIN

EXIST 15" RCP

TO REMAIN

EXIST 18" RCP

TO REMAIN

EXIST 15" RCP

60'

60'

TO REMAIN

EXIST OE POLE

TO REMAIN

EXIST OE POLE

TO REMAIN

EXIST OE POLE

EXIST OE POLE TO REMAIN EXIST OE POLE TO REMAIN

EXIST OE POLE TO REMAIN

4" PE GM (FPU)

REMOVE EXIST TREE

MILITARY TRL

¡ CONST

EXIST TREE

REMOVE

N 00° 37' 29" W

N 00° 40' 16" W

SEPERATOR (5" THICKNESS)

CONCRETE TRAFFIC

STA. 58+53.38, 8.00 (LT)

SEPERATOR (5" THICKNESS)

END CONCRETE TRAFFIC

BFOC (COMCAST)

BFOC (COMCAST)

OFOC (COMCAST)

1.5" BFOC (CROWN CASTLE )

13KV OE (FPL)

240V OE (FPL)

2" BFOC (HOTWIRE)

8" FM (CITY OF BOYNTON BEACH)0.00' (RT)

+53.47

BOYNTON BEACH)

12" WM (CITY OF

MACTH EXIST EL. 17.74 (±)

STA. 59+03.60, 11.00' (LT)

CONNECT TO EXIST CURB & GUTTER

END MODIFIED TYPE "F" CURB & GUTTER

2" BFOC (HOTWIRE)

X-3 X-4

MANHOLE

DRAINAGE

EXIST

ADJUST

4 BFOC (AT&T)

PROPEL ENGINEERING, INC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY., SUITE NO. B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

5/14/2026Shuvo

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

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Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2021103

PROJECT NO.

MILITARY TRL & GOLF RD.

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: ARB

CHECKED: MK

DATE:09/10/24

12'

37'

11'

2' 7'

SAWCUT

MILITARY TRL

¡ CONST MILITARY TRL

STA. 59+03.60

END MILLING & RESURFACING

END CONSTRUCTION

END PROJECT

WIDENING

LEGEND:

E942925.73

N791438.79

STA. 520+00.00, 1.50' LT

£ SURVEY MILITARY TRL

STA. 61+00.00 =

END ¡ CONSTMILITARY TRL

E942924.23

N791438.79

STA. 520+00.00

SET MND

END £ SURVEY MILITARY TRL

M A

T C

H L I N

E

S

T A

.0

UTL

SM

SM

Fo

ROADWAY PRODUCTION

103 104 105 106 107 108

12 13 14 15 16

103 104 105 106 107 108

X-12

X-13

S-1 S-2

S-1A S-2A

MILLING AND RESURFACING

EXIST R/W LINE

'R

R

N 10 40

Feet

¡ CONST GOLF RD.

R

15' R

EDGE OF PAVEMENT

E D

G

O F

P

A V

E M

E N

T

40'

40'

EXIST OE POLE TO REMAIN

R/W LINE

EXIST

R/W LINE

EXIST

L.W.D.D R/W LINE

R

W

L I N

E

L .W .D .D

(TO REMAIN)

EXIST SIDEWALK

EXIST OE POLE TO BE RELOCATED (BY OTHERS)

(BY OTHERS)

BE RELOCATED

EXIST OE POLE TO

EAST-WEST 1/4 SECTION LINE SEC 36/45/42

SAWCUT

SAWCUT

SAWCUT

DITCH BOTTOM

BOTTOM EL. 16.92

STA. 106+92.00, 35.90' (LT)

BEGIN DITCH BOTTOM

BOTTOM EL. 16.03

STA. 107+57.00, 35.43' (LT)

END DITCH BOTTOM

.5

.8

.7

.7

3.50 'R 3.50'R

.5

.5

BFOC (COMCAST)

SM (CITY OF BOYNTON BEACH)

BOYNTON BEACH)

(CITY OF

24" DIP SM

BEACH)

BOYNTON

(CITY OF

20" FM

.8

(R

T

.1

28.78' (RT)

+91.73

28.76' (RT)

+35.49

16.50' (RT)

+20.00

15.77' (LT)

+58.98

X-12

X-13

S-1 S-2

S-1A S-2A

OFOC (COMCAST) TO BE RELOCATED (BY OTHERS)

MANHOLE TOP

ADJUST EXIST SAN

MANHOLE TOP

ADJUST EXIST SAN

32.50' (LT)

+59.22

13KV OE (FPL) TO BE RELOCATED (BY OTHERS)

TYPE "F" CURB & GUTTER(BY OTHERS)

TO BE RELOCATED

4" PE GM (FPU)

(BY OTHERS)

TO BE RELOCATED

EXIST OE POLE

NON-PERFORATED 18" HDPE PIPE WITH 4' WIDE FRENCH DRAIN

CONST. 70 LF OF 18" PERFORATED HDPE PIPE AND 62 LF OF

EL. 16.31 (±)

39.07' (LT)

+63.97

EL. 17.48 (±)

20.76' (LT)

+15.41

EL 17.29 (±)

20.33' (LT)

PC +48.89

EL 18.03 (±)

21.67' (RT)

+20.00

REGRADE SWALE

30.24' (LT)

PT +63.20

(TO REMAIN)

EXIST 15" RCP

COLLAR

15" RCP W/ CONC.

CONST. 5 LF OF

(BY OTHERS)

TO BE RELOCATED

BFOC (AT&T)

TO BE RELOCATED (BY OTHERS)

BFOC (AT&T)

BEACH)

BOYNTON

(CITY OF

20" FM

24" DIP SM (CITY OF BOYNTON BEACH)

8" SM (CITY OF BOYNTON BEACH) (TO REMAIN) PER UT73414

EXIST. 12" DIP FM

PER UT73414

ABONDONED IN PLACE

TO BE GROUT FILLED &

EXIST. 12" DIP FM

EL. 16.29 (±)

38.74' (LT)

+75.61

34.46' (LT)

PC +75.69

EL 17.18 (±)

19.77' (LT)

PT +90.49

(TO REMAIN)

EXIST 18" CMP

(BY OTHERS)

PER UT73414 (BY VILLAGE OF GOLF)

PROP. CUT AND CAP PLUG

(BY OTHERS)

(VILLAGE OF GOLF)

PER UT73414

PROP. 12" PVC FM

PROPEL ENGINEERING, INC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY., SUITE NO. B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

5/14/2026Shuvo

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G o lf

R d

R e v r o a d w a y P

L A

N R

D .d g

2:38:19 PM

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

P A

L M

BE

ACH

Y T

N U

OC

F L

ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2021103

PROJECT NO.

MILITARY TRL & GOLF RD.

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: ARB

CHECKED: MK

DATE:09/10/24

16.5'

16.5'

5'

16'

5.5'

18.5'

2'

74'

19'

20'

74'

5'

14.5'

14.5'

5'

N 89° 22' 59" E

GOLF RD.

LEGEND:

WIDENING

E .8

N .4

S T

A

.6

C

O N

S T

I L I T

A R

Y

T

R L

A

.0

.0

L T

S

U R

V

Y

L F

R

D

S T

A

.1

C

O N

L F

R

D

N 89° 22' 59" E

LIFT STATION

EL. 17.34 (±)

STA 106+65.41, 32.50' (LT)

END TYPE "F" CURB & GUTTER WITH FLARED END

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

(S

E E

S

H E

E T

UTL

T SM

ROADWAY PRODUCTION

109 110 111 112 113

17 18 19 20 21 22

109 110 111 112 113

X-14

X-15

MILLING AND RESURFACING

N 10 40

Feet

¡ CONST GOLF RD.

40'

38'

4" PE GM (FPU)

L.W.D.D R/W LINE

EXIST SIDEWALK (TO REAMIN)

EAST-WEST 1/4 SECTION LINE SEC 36/45/42

EXIST 18" CMP TO REMAIN

SAWCUT

SAWCUT

DITCH BOTTOM

TO REMAIN

EXIST OE POLE

.2

.2

BOTTOM EL. 15.30'

STA. 108+43.00, 36.82' (LT)

BEGIN DITCH BOTTOM

3.50'R

5.00'R

5.

'R

BOTTOM EL. 16.85'

STA. 110+89.00, 36.94' (LT)

END DITCH BOTTOM

BFOC (COMCAST)

11.23' (RT)

+60.00

10.85' (LT)

+90.25

X-14

X-15

(BY OTHERS)

TO BE ADJUSTED

EXIST HANDHOLE

R/W LINE

EXIST 24.83' (LT)

+00.00

24.36' (LT)

+50.00

22.56' (LT)

+00.00

23.35' (LT)

+50.00

OE (FPL)

13KV

31.34' (LT)

+45.75

RCP TO REMAIN

EXIST 15"

REGRADE SWALE

EL. 18.13 (±)

16.49' (RT)

+60.00

EL. 18.28 (±)

15.85' (LT)

+90.31

BFOC (AT&T)

20" FM (CITY OF BOYNTON BEACH)

PER UT73414

FILLED & ABONDONED IN PLACE

EXIST. 12" DIP FM TO BE GROUT

BFOC (COMCAST)

(BY OTHERS)

(VILLAGE OF GOLF)

PER UT73414

PROP. 12" PVC FM

PROPEL ENGINEERING, INC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY., SUITE NO. B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

5/14/2026Shuvo

F

P r o j e c t s P r o p e l-

E n g

(H

M il it a r y

T r l_

G o lf

R d

R e v r o a d w a y P

L A

N R

D .d g

2:38:22 PM

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

P A

L M

BE

ACH

Y T

N U

OC

F L

ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2021103

PROJECT NO.

MILITARY TRL & GOLF RD.

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: ARB

CHECKED: MK

DATE:09/10/24

19'

20'

74'

5'

14.5'

14.5'

5'

GOLF RD.

¡ CONST GOLF RD.

STA. 110+90.09

END MILLING & RESURFACING

END CONSTRUCTION

END PROJECT

LEGEND:

WIDENING

N 89° 22' 59" E

N 89° 22' 59" E

M A

T C

H L I N

E

S

T A

.0

GOLF RD.

IL

IT

A

R Y

T R

A

ILJO

G R

D

S.

C

O N

G R

ES

S

A V

E.

LAKE IDA RD.

WOOLBRIGHT RD.

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LEGEND

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