https://tinyurl.com/38s4aea4PROJECT LOCATION URL:

BEGIN MP 0.000 - END MP 0.853

NONE

NONE

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

SIGNALIZATION

SIGNING AND PAVEMENT MARKING

ROADWAY

LOCATION OF PROJECT

SCOTT THURMAN, P.E.

PROJECT MANAGER:

BROWARD COUNTY

(FEDERAL FUNDS)

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FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

SHEET DESCRIPTIONSHEET NO.

FINANCIAL PROJECT ID 449559-1-58-01

BROWARD COUNTY (86000)

INDEX OF ROADWAY PLANS

STATE ROAD NO. OFF-SYS (ROYAL PALM BLVD)

BEE LINE

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

BROWARD COUNTY COMMISSION

HIGHWAY CONSTRUCTION & ENGINEERING DIVISION

ROADWAY PLANS

CONTRACT PLANS COMPONENTS

CONTRACT NO.

CONSTRUCTION

N/A

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY2026-27 Standard Specifications

GOVERNING STANDARD PLANS:

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

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2026-27 Standard Plans for Road and

LANDY DUCTAN

FDOT LAP COORDINATOR:

UNIVERSITY DRIVE TO RIVERSIDE DRIVE

PEDESTRIAN SAFETY IMPROVEMENT, FROM EAST

: P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\Roadway\KEYSRD01.dgn

9:07:08 AM8/5/2026#USER$

BR WARD

COUNTY

F L O R I D A are contained in a separate digitally signed and sealed document.

indicate that they are part of the Roadway Plans. These sheets

* These sheets are included in the Index of Roadway Plans only to

GR-2*

UTV-1*

GR-1* ROADWAY SOIL SURVEY

ROADWAY SOIL PROFILES

VERIFIED UTILITY LOCATE

DEVELOPMENTAL STANDARD PLANS (DSPs):

DIRECTIONAL INDICATORD528-001 ENGINEER OF RECORD:

ROADWAY PLANS

11410 NW 20TH STREET, SUITE 101

MIAMI, FLORIDA 33172

CONTRACT NO.: CAL73

JOSUE A. MENENDEZ, P.E.

P.E. LICENSE NUMBER 86757

WGI, INC.

(786) 600-7951

VENDOR NO.: F650271367

1 KEY SHEET

2 SIGNATURE SHEET

3 - 4 SUMMARY OF PAY ITEMS

5 - 7 TYPICAL SECTIONS

9 - 10 TYPICAL SECTION DETAILS

11 PROJECT LAYOUT

12 PROJECT CONTROL

13 - 14 GENERAL NOTES

15 - 24 ROADWAY PLAN

25 SPECIAL DETAILS

26 - 36 CROSS SECTIONS

37 - 45 TEMPORARY TRAFFIC CONTROL PLAN

46 - 55 UTILITY ADJUSTMENTS

56 - 58 IRRIGATION PLAN

59 IRRIGATION DETAILS

https://tinyurl.com/38s4aea4

DATE DESCRIPTION

NO.

SHEET

8/5/2026Josue.Menendez P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\Roadway\SIGNRD01.dgn9:07:13 AM

REVISIONS

FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

STATE OF

No 86757

ESNECIL ZE

DNENEM .A EUS

OJ

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

11410 NW 20TH STREET, SUITE 101

MIAMI, FLORIDA, 33172

JOSUE A. MENENDEZ, P.E. NO. 86757

WGI, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET DESCRIPTIONSHEET NO.

SIGNATURE SHEET

BRIAN R. SHORE, RLA: NO. 6666770

SUNRISE, FL 33325

13680 NW 5TH STREET, SUITE 200

MILLER, LEGG & ASSOCIATES, INC.

STATE OF

ESNECIL

ADIROL

F

T C

ETIHCRA EPACS

D

N A

L

EROHS .R NAIRB

No 6666770

THE ABOVE NAMED PROFESSIONAL LANDSCAPE ARCHITECT SHALL BE

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE

61G10-11.011, F.A.C.

SHEET NO. SHEET DESCRIPTION

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

1 KEY SHEET

2 SIGNATURE SHEET

3 - 4 SUMMARY OF PAY ITEMS

5 - 7 TYPICAL SECTIONS

9 - 10 TYPICAL SECTION DETAILS

11 PROJECT LAYOUT

12 PROJECT CONTROL

13 - 14 GENERAL NOTES

15 - 24 ROADWAY PLAN

25 SPECIAL DETAILS

26 - 36 CROSS SECTIONS

37 - 45 TEMPORARY TRAFFIC CONTROL PLAN

46 - 55 UTILITY ADJUSTMENTS

2 SIGNATURE SHEET

56 - 58 IRRIGATION PLAN

59 IRRIGATION DETAILS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

SUMMARY OF PAY ITEMS

SUMMARY OF PAY ITEMS (ROADWAY)

PAY ITEM DESCRIPTION UNIT

INTERSECTION

RIVERSIDE

BOULEVARD

ROYAL PALM

TOTAL

0101 1 MOBILIZATION LS 1

0102 1 MAINTENANCE OF TRAFFIC LS 1

0102 14 TRAFFIC CONTROL OFFICER HR 248 248

0104 10 3 SEDIMENT BARRIER LF 2601 3727 6328

0104 18 INLET PROTECTION SYSTEM EA 5 13 18

0107 1 LITTER REMOVAL AND DISPOSAL AC 31.47 51.57 83.04

0107 2 MOWING AC 31.47 51.57 83.04

0108 1 MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING LS 1

0108 2 MONITOR EXISTING STRUCTURES- VIBRATION MONITORING LS 1

0110 1 1 CLEARING & GRUBBING (44955915801) AC 0.48 0.3 0.78

0110 4 10 REMOVAL OF EXIST CONCRETE SY 772 329 1101

0110 23 TREE REMOVAL EA 1 5 6

0120 1 REGULAR EXCAVATION CY 93.7 60.4 154.1

0120 4 SUBSOIL EXCAVATION CY 227.4 126.6 354

0120 6 EMBANKMENT CY 423.2 67.3 490.5

0121 70 FLOWABLE FILL CY 47.5 47.5

0160 4 TYPE B STABILIZATION SY 1292 609 1901

285706 OPTIONAL BASE, BASE GROUP 06 SY 165 165

285709 OPTIONAL BASE, BASE GROUP 09 SY 1292 587 1879

0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 11958 4051 16009

0334 1 13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C TN 106.6 106.6

0334 1 53 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C, PG 76-22 TN 87.7 50.1 137.8

0337 7 82 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC-9.5 PG 76-22 TN 1052.2 382.5 1434.7

0425 1201 INLETS, CURB, TYPE 9, <10' EA 1 1

0425 1204 INLETS, CURB, TYPE 9, J BOT, >10' EA 1 1

0425 1351 INLETS, CURB, TYPE P-5, <10' EA 1 1 2

0425 1361 INLETS, CURB, TYPE P-6, <10' EA 1 1

0425 2 61 MANHOLES, P-8, <10' EA 1 1

0425 2 62 MANHOLES, P-8, >10' EA 1 1

0425 2 92 MANHOLES, J-8, >10' EA 1 1

430175118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 195 69 264

0443 70 3 FRENCH DRAIN, 18" LF 278 298 576

0425 5 MANHOLE, ADJUST EA 2 1 3

0425 5 1 MANHOLE, ADJUST, UTILITIES EA 3 4 7

0425 6 VALVE BOXES, ADJUST EA 6 5 11

0515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 330 330

0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 1357 1111 2468

0520 2 2 CONCRETE CURB, TYPE B LF 88 88

0520 2 4 CONCRETE CURB, TYPE D LF 270 270

0520 5 41 TRAFFIC SEPARATOR, CONCRETE, TYPE IV, 4' WIDE LF 260 196 456

0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL - VARIABLE WIDTH SY 64 22 86

0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 528 210 738

0527 2 DETECTABLE WARNINGS SF 100 91 191

0570 1 2 PERFORMANCE TURF, SOD SY 1153 818 1971

0590 70 IRRIGATION SYSTEM LS 1

0635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 1 1

919528100 DIRECTIONAL INDICATORS SF 24 24

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

SUMMARY OF PAY ITEMS

SUMMARY OF PAY ITEMS (SIGNING & PAVEMENT MARKINGS)

PAY ITEM DESCRIPTION UNIT

INTERSECTION

RIVERSIDE

BOULEVARD

ROYAL PALM

TOTAL

0700 1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 4 3 7

0700 1112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 5 5

0700 1600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 13 5 18

0700 3501 SIGN PANEL, RELOCATE, UP TO 12 SF EA 3 3

0700 13 15 RETROREFLECTIVE SIGN STRIP, FURNISH & INSTALL 5' EA 3 3

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 366 360 726

0710 12290 PAINTED PAVEMENT MARKINGS DURABLE PAINT, YELLOW, ISLAND NOSE SF 15.8 18.2 34

0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44955915801) LS 1

0711 11102 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" FOR INTERCHANGE AND URBAN ISLAND GM 0.005 0.087 0.092

0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 1053 565 1618

0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 377 48 425

0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 224 59 283

0711 11141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.200 0.048 0.248

0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 2 3 5

0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 22 10 32

0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18 FOR DIAGONAL OR CHEVRONS LF 478 478

0711 11241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE / 6-10 DOTTED EXTENSION LINE, 6" GM 0.073 0.132 0.205

0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 618 618

0711 14160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 5 5

0711 14170 THERMOPLASTIC, PREFORMED, WHITE, ARROW EA 5 5

0711 16101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.814 0.354 1.168

0711 16102 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 8 GM 0.085 0.085

0711 16131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6", 10-30 SKIP OR 3-9 LANE DROP GM 0.322 0.060 0.382

0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.413 0.507 0.920

0714 10 GREEN - COLORED PAVEMENT MARKINGS, BIKE LANE SF 540 540

SUMMARY OF PAY ITEMS (SIGNALIZATION)

PAY ITEM DESCRIPTION UNIT

INTERSECTION

RIVERSIDE

BOULEVARD

ROYAL PALM

TOTAL

0630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 341 341

0630 2 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 346 346

0632 7 1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1 1

0632 7 6 SIGNAL CABLE, REMOVE - INTERSECTION PI 1 1

0635 2 11 PULL & SPLICE BOX, F&I, 13 X 24 COVER SIZE EA 26 26

0635 2 12 PULL & SPLICE BOX, F&I, 24 X 36 COVER SIZE EA 1 1

0635 2 30 PULL & SPLICE BOX, INSTALL EA 1 1

0639 1122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED BY CONTRACTOR AS 1 1

0639 1620 ELECTRICAL POWER SERVICE, REMOVE, UNDERGROUND AS 1 1

0639 2 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 45 45

0639 2 6 ELECTRICAL SERVICE WIRE, REMOVE LF 20 20

0639 3 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1

0641 2 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1

0641 2 60 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL - PEDESTAL/SERVICE POLE EA 1 1

0646 1 11 ALUMINUM SIGNALS POLE, FURNISH & INSTALL, PEDESTAL EA 8 8

0646 1 60 ALUMINUM SIGNALS POLE, REMOVE EA 8 8

0649 21 15 MAST ARM ASSEMBLY, FURNISH & INSTALL, SINGLE ARM 70' EA 1 1

0649 26 5 MAST ARM ASSEMBLY, REMOVE, DEEP FOUNDATION, BOLT ON ATTACHMENT EA 1 1

0650 1 14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 14 14

0650 1 70 VEHICULAR TRAFFIC SIGNAL, RELOCATE - INCLUDES REMOVAL AND REINSTALLATION AS 3 3

0650 2109 VEHICULAR SIGNAL AUXILIARIES, REPAIR/REPLACE/RETROFIT, FURNISH & INSTALL, BACKPLATE, FLEXIBLE REQUIRED EA 3 3

0653 1 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 8 8

0660 4 11 VEHICLE DETECTION SYSTEM - VIDEO, FURNISH & INSTALL, CABINET EQUIPMENT EA 2 2

0660 4 12 VEHICLE DETECTION SYSTEM - VIDEO, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT EA 2 2

0660 4 42 VEHICLE DETECTION SYSTEM - VIDEO, RELOCATE, ABOVE GROUND EQUIPMENT EA 3 3

0665 1 12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE EA 8 8

0676 1500 TRAFFIC SIGNAL CONTROLLER CABINET, ADJUST/MODIFY EA 1 1

0700 3201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 4 4

0700 3601 SIGN PANEL, REMOVE, UP TO 12 SF EA 3 3

0700 5 22 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, 12 - 18 SF EA 1 1

0700 5 50 INTERNALLY ILLUMINATED SIGN, RELOCATE EA 1 1

ROYAL PALM BLVD

STA. 53+60.00 TO STA. 55+28.07

EXIST. TRAVEL LANES

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1.50"),

£ SURVEY ROYAL PALM BLVD

53' R/W 53' R/W

46.5' MILLING & RESURFACING23.5' MILLING & RESURFACING

22'

TRAVEL LANES

11' 11' 1.5'

22'

TRAVEL LANES

11' 11'

19'

MEDIAN

11'

AUXILIARY LANE

9'2'2.5'

SWK

5'

EXIST. SOD

VARIES (8' - 9') VARIES (7' - 8')

EXIST. SOD

4'

SWK

5'

1'

7'

EXIST. SOD

4'

2'

PGP PGP

(TO REMAIN)

TRAFFIC SEPARATOR

EXIST. CONC.

(TO REMAIN)

EXIST. CONCRETE SIDEWALK

(TO REMAIN)

EXIST. CONCRETE SIDEWALK

NATURAL GROUND

NATURAL GROUND

NATURAL GROUND

NATURAL GROUND

(TO REMAIN)

GUARDRAIL

11'

AUXILIARY LANE

* MATCH EXISTING CROSS SLOPE.

(0.020-0.03 5)

VARIES * (0.018-0.03

6)

VARIES *

(0.017-0.030)

VARIES *

(0.016-0.031)

VARIES *

(0.019-0.027)

VARIES *

(0.015-0.024)

VARIES *

R/W LINER/W LINE

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

TYPICAL SECTIONS

TRAFFIC DATA

CONTEXT CLASSIFICATION = C4

DESIGN SPEED = 40 MPH

DESIGN HOUR T = N/A%

K = N/A% D = N/A% T = N/A% (24 HOUR)

ESTIMATED DESIGN YEAR = N/A AADT = N/A

ESTIMATED OPENING YEAR = N/A AADT = N/A

CURRENT YEAR = N/A AADT = N/A

STA. 55+28.07 TO STA. 61+00.00 (LT)

EXIST. TRAVEL LANES

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1.50"),

£ SURVEY ROYAL PALM BLVD

WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.50") (PG 76-22)

OPTIONAL BASE GROUP 09

(0' - 7')

VARIES

NON-VEHICULAR

53' R/WR/W VARIES (53' - 72.6')

MILLING & RESURFACING VARIES (31' - 40.5')

TRAVEL LANES

CHEVRON AREA

AUXILIARY LANE /

VARIES (5.5' - 17')

MILLING, OVERBUILD, & RESURFACING VARIES (45.5' - 47')

WIDEN.

2'

10' 10'VARIES (11' - 12')

23.5'

MEDIAN

VARIES (21' - 24')

TRAVEL LANES

VARIES (5' - 10')

AUXILIARY LANE

(3'-4.5')

VARIES

VARIES (2'-5.5')

WIDENING

8.5' 1.5'

CLEARING & GRUBBING VARIES (10' - 13.5')

SWK

6'

5'

SWK

VARIES (11' - 30.1')

EXIST. SOD

AUXILIARY LANE AUXILIARY LANE

VARIES (10' - 12')

VARIES (22' - 24')

VARIES (11' - 12') VARIES (11' - 12')

MEDIAN

SWK

6' VARIES (0' - 20.6')

EXIST. SOD

VARIES (9.5' - 11')

EXIST. SOD

PGP

PGP

1.5'

VARIES (23.5' - 30.5')

DETAIL A

STA. 56+17.17 TO STA. 61+85.36

DETAIL B

STA. 59+04.80 TO STA. 61+94.32(TO REMAIN)

SIDEWALK

EXIST. CONCRETE

NATURAL GROUND

GROUND

NATURAL

NATURAL GROUND

CONCRETE SIDEWALK

TYPE F CURB & GUTTER

LBR 40

12" TYPE B STABILIZATION

LBR 40

12" TYPE B STABILIZATION

(TO REMAIN)

SIDEWALK

EXIST. CONCRETE

GROUND

NATURAL

(TO REMAIN)

CURB & GUTTER

EXIST. TYPE F

(TO REMAIN)

CURB & GUTTER

EXIST. TYPE F

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

SOD

DETAIL B

0.015

* MATCH EXISTING CROSS SLOPE.

** MATCH ADJACENT CROSS SLOPE.

(0.016-0.04

0)

VARIES *

(0.016-0.03 0)

VARIES * (0.015-0.02

8)

VARIES * (0.020)

(0.020) (0.021-0.031)

VARIES *

(0.018-0.031)

VARIES *

(0.016-0.036)

VARIES *

NON-VEHICULAR LINE

R/W LINE

R/W LINE

R/W LINE

DETAIL A

LIMITS OF CONSTRUCTION

2' CLEAR. & GRUB.

TYPE IV, OPTION II

TRAFFIC SEPARATOR

1'

VARIES (4.5' - 16')

2'-0"

LIEU OF DOWELS

SEPARATOR KEY IN

12" MIN.-18" MAX.

3" (TYP.)

STEEL DOWEL

1/2" � x 6"

2" R (TYP.)

(6 3/4" MIN.)

COURSE

STRUCTURAL

LAYER OF

OR UPPER

COURSE

FRICTION

6" PLUS

2"

6"

6"

PITCH: 1/8"

PAVEMENT

ASPHALT

(TO TOP OF BASE PERMITTED)

DEPTH VARIES (1" MIN.)

BASE

STABILIZED SUBGRADE

1'-0" R

DOWELS 24" OC

STEEL DOWEL

1/2" � x 6"

LIEU OF DOWELS

SEPARATOR KEY IN

BASE

STABILIZED SUBGRADE

18" MAX.

12" MIN.,

PAVEMENT

ASPHALT

2"

6"

(6 3/4" MIN.)

UPPERLAYER OF STRUCTURAL COURSE

6" PLUS FRICTION COURSE OR

8"

1' R

PITCH: 1/8"

6"

STA. 18+68.57 TO STA. 19+72.77

STA. 55+28.07 TO STA. 61+85.36 (RT)

20' (TYP.)

TRAFFIC SEPARATOR

2' (TYP.)

6" R

(TYP

6" R

TYP

TYPE IV - 2-FT CONCRETE TRAFFIC SEPARATOR OPTION II

N.T.S.

STA. 56+17.08 TO STA. 57+19.08

DRAINAGE SLOT DETAIL

STA. 56+17.08 TO STA. 59+04.08

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

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N

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A N

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

TYPICAL SECTIONS

TRAFFIC DATA

CONTEXT CLASSIFICATION = C4

DESIGN SPEED = 40 MPH

DESIGN HOUR T = N/A%

K = N/A% D = N/A% T = N/A% (24 HOUR)

ESTIMATED DESIGN YEAR = N/A AADT = N/A

ESTIMATED OPENING YEAR = N/A AADT = N/A

CURRENT YEAR = N/A AADT = N/A

TYPE IV - 2-FT CONCRETE TRAFFIC SEPARATOR DETAIL

OPTION II

£ SURVEY RIVERSIDE DR

RIVERSIDE DRIVE

STA. 11+90.12 TO STA. 13+24.19

EXIST. TRAVEL LANES

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1.50"),

£ SURVEY RIVERSIDE DR

RIVERSIDE DRIVE

STA. 13+24.19 TO STA. 19+00.00

EXIST. TRAVEL LANES

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1.50"),

53' R/W53' R/W

R/W VARIES (60' - 72')53' R/W

19' NON-VEHICULAR

22'

TRAVEL LANES

24' MILLING & RESURFACING

11' 11'

5'

BIKE LANE

22'

TRAVEL LANES

56.5' MILLING & RESURFACING

11' 11'12'

AUXILIARY LANE

0.5'

5'

BIKE LANE

AREA

CHEVRON

3.5' 3'

AREA

CHEVRON

AUXILIARY LANE

11'

3'8'

22'

MEDIAN

6'

SWK

5'

SWK

5' 9'

EXIST. SODEXIST. SOD

13.5' SOD

11.5'

NATURAL GROUND

NATURAL GROUND

(TO REMAIN)

SIDEWALK

EXIST. CONCRETE

(TO REMAIN)

EXIST. CONCRETE SIDEWALK (TO REMAIN)

CURB & GUTTER

EXIST. TYPE F

(TO REMAIN)

CURB & GUTTER

EXIST. TYPE F

PGP

PGP

SWK

6'

SWK

5'

MILLING & RESURFACING VARIES (35' - 35.5') 27.5' MILLING & RESURFACING

22'

TRAVEL LANES

11' 11'

5'

BIKE LANE

0.5'

22'

TRAVEL LANES

11'

5'

BIKE LANE

11' 10' 10'

24.5'

MEDIAN

(6.5' - 7')

VARIES

(4'-4.5')

VARIES

CLEARING & GRUBBING VARIES (19.5' - 20')

4'

2'8'

NATURAL GROUND

W/ THICKENED EDGE

CONCRETE SIDEWALK

TYPE F CURB & GUTTER

(TO REMAIN)

TRAFFIC SEPARATOR

EXIST. CONC.

WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.50") (PG 76-22)

OPTIONAL BASE GROUP 09

LBR 40

12" TYPE B STABILIZATION

EXIST. SOD

VARIES (13.5' - 14')

EXIST. SOD

VARIES (8' - 19.5')

NATURAL GROUND

NATURAL GROUND (TO REMAIN)

EXIST. CONCRETE SIDEWALK

NON-VEHICULAR LINE

AUXILIARY LANE AUXILIARY LANE

0.015

(0.015-0.019)

VARIES *

(0.015-0.017)

VARIES *

(0.020-0.036)

VARIES *

(0.021-0.035)

VARIES *

(0.016-0.029)

VARIES *

(0.036-0.039)

VARIES *

(0.015-0.020)

VARIES *

(0.024-0.04 0)

VARIES *

(0.020-0.02

3)

VARIES *

(0.018-0.02 6)

VARIES *

* MATCH EXISTING CROSS SLOPE.

* MATCH EXISTING CROSS SLOPE.

** MATCH ADJACENT CROSS SLOPE.

(0.018-0.03 5)

VARIES * (0.016-0.02

6)

VARIES *

(0.022-0.02

7)

VARIES *

(0.017-0.04 0)

VARIES *

(0.017-0.028)

VARIES *

(0.016-0.030)

VARIES *

(0.015-0.034)

VARIES *

R/W LINE / LIMITS OF CONSTRUCTION R/W LINE

R/W LINER/W LINE / LIMITS OF CONSTRUCTION

VARIES (11.5' - 12')

WIDENING

2'

3' WIDENING

1:61:6

** MATCH ADJACENT CROSS SLOPE.

6"

USW

5.4'

GUIDERAIL

42" ALUMINUM PIPE

18.5' CLEARING & GRUBBING

TYPE F CURB & GUTTER

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

TYPICAL SECTIONS

TRAFFIC DATA

CONTEXT CLASSIFICATION = C4

DESIGN SPEED = 40 MPH

DESIGN HOUR T = N/A%

K = N/A% D = N/A% T = N/A% (24 HOUR)

ESTIMATED DESIGN YEAR = N/A AADT = N/A

11'

£ SURVEY NW 89 DR

NW 89 DRIVE

STA. 10+00.00 TO STA. 13+45.82

EXIST. TRAVEL LANES

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1.50"),

£ SURVEY NW 89 DR

NW 89 DRIVE

STA. 14+10.26 TO STA. 17+56.01

EXIST. TRAVEL LANES

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1.50"),

30' R/W

PAVED MEDIAN

VARIES (0' - 7.5')

30' R/W

29.5' MILLING & RESURFACING

TRAVEL LANE

VARIES (11'-14.5')

AUXILIARY LANE

VARIES (11'-15')(0'-3.5')

VARIES

(0'-4')

VARIES

SWK

4'13.5'

EXIST. SOD

9'

EXIST. SOD

(TO REMAIN)

EXIST. DROP CURB

(TO REMAIN)

CURB & GUTTER

EXIST. TYPE F

NATURAL GROUND

NATURAL GROUND

(TO REMAIN)

EXIST. CONCRETE SIDEWALK

PGP

40' R/W

22' MILLING & RESURFACING

40' R/W

22' MILLING & RESURFACING

22'

TRAVEL LANES

11'11'

(TO REMAIN)

EXIST. DROP CURB

(TO REMAIN)

EXIST. CONCRETE SIDEWALK

NATURAL GROUND

(TO REMAIN)

EXIST. DROP CURB

NATURAL GROUND

(TO REMAIN)

EXIST. CONCRETE SIDEWALK

PGP

PGP

MEDIAN

15.5'

7.83'6.33'

(TO REMAIN)

EXIST. TYPE D CURB

SWK

VARIES

(4'-5.5') 5'

SWK

SOD

EXIST.

VARIES

(1'-3.5')

SOD

EXIST.

(1.5'-2.5')

VARIES VARIES

(0'-0.5')

SOD

EXIST.

VARIES

(2'-2.5')

SOD

EXIST.

11'

AUXILIARY LANE

AREA

CHEVRON

CHEVRON AREA

EXIST. SOD EXIST. SOD

(0.016-0.040)

VARIES *(0.016-0.040)

VARIES *

(0.016-0.02 5)

VARIES *

(0.018-0.03 7)

VARIES *

* MATCH EXISTING CROSS SLOPE.

(0.015-0.03 7)

VARIES * (0.016-0.02

8)

VARIES *

(0.015-0.027)

VARIES *

(0.015-0.039)

VARIES *

* MATCH EXISTING CROSS SLOPE.

R/W LINE R/W LINE

R/W LINER/W LINE

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

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A

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

TYPICAL SECTIONS

TRAFFIC DATA

CONTEXT CLASSIFICATION = C4

DESIGN SPEED = 25 MPH

DESIGN HOUR T = N/A%

K = N/A% D = N/A% T = N/A% (24 HOUR)

ESTIMATED DESIGN YEAR = N/A AADT = N/A

TYPE B STABILIZATION LBR 40

OPTIONAL BASE

TYPE SP STRUCTURAL COURSE

FRICTION COURSE

HIGH SIDE)

THIS DETAIL IS SIMILAR FOR

TYPE F (LOW SIDE DEPICTED,

CONST. CONC. CURB & GUTTER

CONST. CONC. SWK

4"

N.T.S

NEW CONSTRUCTION DETAIL

CURB PAD RECONSTRUCTION /

4"

4"

N.T.S

(ADJACENT TO MILLING AREAS)

CURB PAD CONSTRUCTION DETAIL

HIGH SIDE)

THIS DETAIL IS SIMILAR FOR

TYPE F (LOW SIDE DEPICTED,

CONST. CONC. CURB & GUTTER

SWK

CONST. CONC.

BASE RESTORATION)

& GUTTER, INCLUDING SAWCUT AND

BE INCLUDED IN THE COST OF CURB

FOR CURB PAD CONSTRUCTION ARE TO

COMPACTED, MIN. LBR 40. ALL COSTS

MATERIAL TO BE SHAPED AND

(ALTERNATIVELY, EXISTING GRANULAR

(LIMEROCK, LBR 40 OR B-12.5)

CURB PAD

1/4" ABOVE LIP OF GUTTER LIP OF GUTTER

1/4" ABOVE

0.015

0.015

12''

4"

MILLED SURFACE

(MIN. LBR 40)

EXIST. STABILIZATION

SHAPE AND COMPACT

OF CURB & GUTTER

PER SHAPE SHOWN AT FACE

ANGLED SAWCUT TO BE AS

SHOWN AT FACE OF CURB & GUTTER

ANGLED SAWCUT TO BE AS PER SHAPE

AS SHOWN.

NEEDED, TO SLOPE

RESTORE BASE AS

FRICTION COURSE FC-9.5

(TO REMAIN)

EXIST. STRUCTURAL COURSE

(TO REMAIN)

EXIST. BASE

(TO REMAIN)

EXIST. STABILIZATION

1.5"

1.5"

MILLING & RESURFACING (VARIES)

WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.50") (PG 76-22)

OPTIONAL BASE GROUP 09

STA. 15+58.85 TO STA. 17+44.76

NORTHBOUND LEFT TURN LANE

N.T.S.

ALONG RIVERSIDE DRIVE

INSIDE WIDENING DETAIL

1.5'

3'

1.5'

£ SURVEY RIVERSIDE DR

11'

AUXILIARY LANE

(0.024-0.040)

VARIES *

2'

9'

WIDENING

4'

* MATCH EXISTING CROSS SLOPE.

** MATCH ADJACENT CROSS SLOPE.

VARIES (2.5' - 20')

AUXILIARY LANES

(0.016-0.04 0)

VARIES *

2' 7.5'

WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.50") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.50") (PG 76-22)

OPTIONAL BASE GROUP 09

FRICTION COURSE

TYPE SP STRUCTURAL COURSE

OPTIONAL BASE

TYPE B STABILIZATION LBR 40

TYPE IV, OPTION II

TRAFFIC SEPARATOR

0.015

CONST. CONC. SWK

PIPE GUIDERAIL

42" ALUMINUM

OF SIDEWALK

TO BE INCLUDED IN COST

OF CONCRETE SIDEWALK

THICKENED PORTION

N.T.S

ALONG RIVERSIDE DRIVE (LT)

CONCRETE SIDEWALK W/ THICKENED EDGE DETAIL

45°

9"

R/W LINE

NATURAL GROUND

4" MIN

STA. 33+33.60 TO STA. 34+48.09 (LT)

N.T.S.

ALONG ROYAL PALM BOULEVARD

FLOWABLE FILL WIDENING DETAIL

WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1.25") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.25") (PG 76-22)

OPTIONAL BASE GROUP 06 (TYPE B-12.5) (5")

WIDENING

VARIES (2' - 13.5')

FRICTION COURSE

COURSE

TYPE SP STRUCTURAL

(TYPE B-12.5)

OPTIONAL BASE

** MATCH ADJACENT CROSS SLOPE.

EXIST. 12" WM (TO REMAIN)

12"

2"

1'-9.5"

FLOWABLE FILL

PROPOSED EXCAVATION

BOTTOM OF

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

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A

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

TYPICAL SECTION DETAILS

STA. 56+20.00 TO STA. 60+00.00

WESTBOUND LEFT TURN LANES

ROYAL PALM BOULEVARD

OVERBUILD AND RESURFACING DETAIL

WIDEN.

2'

10' 10'

23.5' MEDIAN

8.5' 1.5'

AUXILIARY LANE AUXILIARY LANE

PGPPGP

1.5'

(0.020)

(0.020)

£ SURVEY ROYAL PALM BLVD

MILLING, OVERBUILD, & RESURFACING

MILLING CONTROL POINT

EXISTING SUBGRADE

EXISTING BASE

1.50" FRICTION COURSE FC-9.5 (TRAFFIC C) (PG 76-22)

PLACE LIFTS IN ACCORDANCE WITH FDOT SPECS

SEE TABLE FOR MAX. DEPTH OF OVERBUILD

TYPE SP (TRAFFIC C) OVERBUILD

MILLED SURFACE

TYPE IV, OPTION II

TRAFFIC SEPARATOR

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

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8/5/2026Josue.Menendez P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\Roadway\TYPSRD01.dgn9:07:27 AM

FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

TYPICAL SECTION DETAILS

CROSS SLOPE CORRECTION FOR WESTBOUND DOUBLE LEFT TURN LANES

STATION LANE SLOPE

OUTSIDE LEFT TURN

OVERBUILD

LANE SLOPE

INSIDE LEFT TURN

OVERBUILD

EXIST. PROP. MAX DEPTH (IN.) WIDTH (FT.) AREA (SQ. FT.) EXIST. PROP. MAX DEPTH (IN.) WIDTH (FT.) AREA (SQ. FT.)

56+20 MATCH EXIST. - - - MATCH EXIST. - - -

56+50 1.32% 0.93% - - - -1.95% -0.95% 0.1 10 0.1

57+00 1.10% 1.38% 0.3 10 0.3 -2.04% 0.28% 2.5 10 2.1

57+50 1.13% 1.82% 0.9 10 0.8 -2.47% 1.51% 4.9 10 4.1

57+70 0.56%

2.00%

1.8 10 1.5 -2.22%

2.00%

6.2 10 5.2

58+00 1.28% 1.0 10 0.8 -2.49% 5.6 10 4.7

58+50 1.23% 1.1 10 0.9 - - - -

59+00 1.12% 1.0 10 0.8 - - - -

59+50 3.66% 3.30% - - - - 3.30% - - -

60+00 MATCH EXIST. - - - MATCH EXIST. - - -

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

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8/5/2026Josue.Menendez P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\Roadway\PLAYRD01.dgn9:07:34 AM

FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

S R

U N

I V

E R

S I T

Y D

R

N W

D

R

N W

D R

N W

A

V E

N W

A V

E

STA. 13+03.00

BEGIN PROJECT

CURVE C1

£ SURVEY ROYAL PALM BLVD

NW 89 DR.

£ SURVEY

NW 91 AVE

£ SURVEY

CURVE C2

SURVEY NW 91 AVESTA. 10+00.00 £

=SURVEY ROYAL PALM BLVD STA. 18+45.62 £

SURVEY NW 89 DR.STA. 13+77.94 £

=SURVEY ROYAL PALM BLVD STA. 26+50.38 £

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39

P C

S

T A

.5

10 15 20 25 30 3510 20 30

N

'2

E

PC STA. +55.94

CURVE DATA C1

PI STA. = 16+12.74

¬ = 41°01'55" (RT)

D = 13°40'26"

T = 156.80'

L = 300.07'

R = 419.01'

PC STA. = 14+55.94

PT STA. = 17+56.01

e = R.C.

PI STA. 16+12.74

N

'3

E

S89°32'54"ES89°32'54"E S89°32'54"E

ROYAL PALM BLVD

R I V

E R

S I D

E

R

NW

S

T

NW 24 ST

ROYAL PALM BLVD

STA. 61+94.32

END PROJECT

CURVE C2

£ SURVEY RIVERSIDE DR.

£ SURVEY ROYAL PALM BLVD

SURVEY RIVERSIDE DR.

STA. 13+24.19 £ =

SURVEY ROYAL PALM BLVD

STA. 55+28.07 £

45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64P T

S

T A

.6

CURVE DATA C2

PI STA. = 44+46.60

¬ = 23°57'45" (RT)

D = 01°52'14"

T = 650.01'

L = 1,281.01'

R = 3,062.97'

PC STA. = 37+96.59

PT STA. = 50+77.60

e = N.C.

P I

S

T A

.6

S65°40'44"E

N °2

'5

"E

N °2

'5

"E

S65°40'44"E

SHEET NUMBER

STATION

POINT OF TANGENT

POINT OF INTERSECTION

POINT OF CURVATURE

BASELINE

STA

PT

PI

PC

x

LEGEND:

Feet

0 50

N

N

Feet

0 50

15 16

PROJECT LAYOUT

17 19

M A

T C

H

L I N

E

S

T A

.0

S

T A

.0

M A

T C

H

L I N

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 383940414243444546474849

P C

S

T A

.5

P T

S

T A

.6

= N.C.e

50+77.60= PT STA.

37+96.59= PC STA.

'3,062.97= R

'1,281.01= L

'650.01= T

01°52'14"= D

(RT)23°57'45"= ¬

44+46.60= PI STA.

CURVE DATA C2

.6

P I

S

T A

S65°40'44"E

10 15 20 25 30 35 40

10 20 30 40

N °2

'2

"E

PC STA. +55.94

= R.C.e

17+56.01= PT STA.

14+55.94= PC STA.

'419.01= R

'300.07= L

'156.80= T

13°40'26"= D

(RT)41°01'55"= ¬

16+12.74= PI STA.

CURVE DATA C1

16+12.74

PI STA.

N °2

'3

"E

N °2

'5

"E

N °2

'5

"E

S65°40'44"E

S89°32'54"ES89°32'54"E S89°32'54"E

NW 91 AVE

£ SURVEY

SURVEY NW 91 AVE£

STA. 10+00.00

=ROYAL PALM BLVD

SURVEY STA. 18+45.62 £

SURVEY NW 89 DR.STA. 13+77.94 £

=SURVEY ROYAL PALM BLVD STA. 26+50.38 £

CURVE C1

£ SURVEY NW 89 DR.

£ SURVEY ROYAL PALM BLVD

CURVE C2

SURVEY RIVERSIDE DR.

STA. 13+24.19 £

SURVEY ROYAL PALM BLVD

STA. 55+28.07 £

£ SURVEY RIVERSIDE DR.

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

STA. 13+03.00

BEGIN PROJECT

STA. 61+94.32

END PROJECT

N W

N W

S T

D R

R I V

E R S I

E: 902,574.50

N: 700,618.81

STA. 16+06.99

BEGIN SURVEY

(NOT TO SCALE)

£ SURVEY ROYAL PALM BLVD

PROJECT CONTROL POINTS

ROYAL PALM BLVD

NAVD 88

N.T.S.

ROYAL PALM BLVD

TRAVERSING THRU SECTIONS 22,27 TOWNSHIP 48 SOUTH, RANGE 41 EAST

LIMITS: ROYAL PALM BLVD FROM N UNIVERISTY DR TO RIVERSIDE DR

ABBREVIATIONS

STA.

RT

PT

PI

PC

N

FND

E

= CONCRETE MONUMENT / BRASS DISK

= STATION

= RIGHT

= POINT OF TANGENCY

= POINT OF INTERSECTION

= POINT OF CURVATURE

= NORTHING

= FOUND

= EASTING

= BASELINE

E: 907,026.42

N: 699,866.52

STA. 61+97.51

END SURVEY

R o y a l

P a lm

B o u le v a r d

STATION

£ SURVEY

(Y) NORTHING (X) EASTING SCALE FACTOR

16+60.12 700622.377 902627.659 1.00001430

25+83.38 700565.166 903550.494 1.00001489

38+64.69 700654.004 904833.729 1.00001558

54+28.93 700139.315 906306.275 1.00001629

55+83.92 700366.430 906579.011 1.00001655

OFF CHAIN 700237.424 901975.624 1.00001046

OFF CHAIN 705301.250 906991.315 1.00001331

OFF CHAIN 705373.853 905643.924 1.00001254

OFF CHAIN 705355.652 907895.434 1.00001384

HORIZONTAL AND VERTICAL CONTROL

CONTROL POINT

STATION

£ SURVEY

OFFSET (Z) ELEVATION DESCRIPTION (Y) NORTHING (X) EASTING LATITUDE LONGITUDE SCALE FACTOR

BLC01 16+60.12 3.99 LT. 11.03' SET FDOT BRASS DISK IN CONCRETE STAMPED" BLC01" 700622.377 902627.659 26°15'33.18764" 80°14'52.72655" 1.00001430

BLC02 25+83.38 45.95 RT. 9.70' SET FDOT BRASS DISK IN CONCRETE STAMPED" BLC02" 700565.166 903550.494 26°15'32.56786" 80°14'42.59395" 1.00001489

BLC03 38+64.69 53.77 LT. 10.55' SET FDOT BRASS DISK IN CONCRETE STAMPED" BLC03" 700654.004 904833.729 26°15'33.37342" 80°14'28.49343" 1.00001558

BLC04 54+28.93 48.01 RT. 13.31' SET FDOT BRASS DISK IN CONCRETE STAMPED" BLC04" 700139.315 906306.275 26°15'28.19039" 80°14'12.35258" 1.00001629

BLC05 55+83.92 271.28 LT. 11.14' SET FDOT BRASS DISK IN CONCRETE STAMPED" BLC05" 700366.430 906579.011 26°15'30.42374" 80°14'09.34221" 1.00001655

C8 OFF CHAIN N/A 14.25' FND FDOT BRASS DISC IN CONCRETE (NOT STAMPED) 700237.424 901975.624 26°15'29.41263" 80°14'59.91289" 1.00001046

B04 OFF CHAIN N/A 10.13'

STAMPED 834-86-21-B04

FND CONCRETE MONUMENT WITH ALUMINUM DISK

705301.250 906991.315 26°16'19.27247" 80°14'04.49313" 1.00001331

C02 OFF CHAIN N/A 11.76'

STAMPED 834-86-21-C02

FND CONCRETE MONUMENT WITH ALUMINUM DISK

705373.853 905643.924 26°16'20.07021" 80°14'19.28954" 1.00001254

C03 OFF CHAIN N/A 14.04'

STAMPED 834-86-21-C03

FND CONCRETE MONUMENT WITH ALUMINUM DISK

705355.652 907895.434 26°16'19.75821" 80°13'54.55783" 1.00001384

PROJECT CONTROL NOTES:

1. PROJECT LIMITS: ROYAL PALM BLVD FROM 150' WEST OF NW 91 AVE TO 1000' EAST OF NW

89 DR. 400' SOUTH AND NORTH NW 89 DR AND ROYAL PALM BLVD INTERSECTION. 200' IN

EACH DIRECTION OF THE ROYAL PALM BLVD AT RIVERSIDE DR INTERSECTION.

2. BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON THE NORTH AMERICAN

DATUM OF 1983,1990 ADJUSTMENT (NAD83/90) STATE PLANE COORDINATES, FLORIDA EAST

ZONE, 0901.

3. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD 88).

4. STATIONS AND OFFSETS ARE DERIVED FROM THE BASELINE OF SURVEY FOR ROYAL PALM

BLVD.

5. BEARINGS BASED OFF OF MAINTENCE MAP 86220-MAINT.(6) FPID 432066-7.

6. PROJECT UNITS: U.S. SURVEY FOOT.

7. ELECTRONIC DATABASE: SURVRD01.DGN

BLC02

BLC03

BLC04

BLC05

BLC01

PROJECT CONTROL

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

GENERAL NOTES

UTILITY/AGENCY OWNERS: 5.

AT THE CONTRACTORS EXPENSE WITH MARKERS OF A SIZE AND TYPE APPROVED BY THE SURVEYOR.

SHALL BE REPLACED UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR AND MAPPER

INCLUDING SECTION CORNERS, ¼ SECTION CORNERS, PROPERTY CORNERS OR BLOCK CONTROL POINTS

AND BENCHMARKS. ALL MAJOR SURVEY MONUMENTS THAT HAVE BEEN DAMAGED BY THE CONTRACTOR,

4. THE CONTRACTOR SHALL CAREFULLY PROTECT FROM DISTURBANCE ALL SURVEY MONUMENTS, STAKES

SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. UTILITIES SHALL REMAIN UNLESS OTHERWISE NOTED.

APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. THE EXACT LOCATION

LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON 3.

UTILITY OWNERS, AGENCY CONTACTS, AND CONTACT INFORMATION FOR OTHER REQUIRED ACTIONS: 2.

FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR1.

CERTIFICATE OF AUTHORIZATION: 2648

BOCA RATON, FL 33433

6853 SW 18TH ST, SUITE 310

DRMP INC,

P.S.M. LICENSE NUMBER 7098

JOHN M. FLOYD, PSM

GENERAL NOTES

ALL ABOVEGROUND AND UNDERGROUND CONFLICTS IN ADVANCE OF THE PLACEMENT OF ANY CONDUIT OR OTHER FEATURES.

SPECIFIED PARAMETERS, AND THE SPECIFIED TIMEFRAME. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE A

CONTRACTORS RESPONSIBILITY TO OBTAIN THE NECESSARY INFORMATION TO PLAN THEIR WORK WITHIN THE DESIGN OR

MANNER SO AS TO TOTALLY AVOID ANY CONFLICTS WITH EXISTING UTILITIES ALONG THE CORRIDOR. IT IS THE

IT IS THE INTENT OF THESE PLANS THAT THE PROPOSED EQUIPMENT TO BE INSTALLED IS TO BE PLACED IN SUCH A 13.

ALL WORK SHALL BE COMPLETED FROM AND WITHIN EXISTING RIGHT OF WAY.12.

.REQUIRING REMOVAL THAT STRADDLE THE RIGHT OF WAY SHALL BE CUT AT THE RIGHT OF WAY LINE

ALL TREE TRIMMING AND LANDSCAPING SHALL TAKE PLACE FROM THE RIGHT OF WAY AND ANY TREES 11.

REGULATIONS OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) AND FDPE (NPDES).

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL

BEST MANAGEMENT PRACTICES FOR EROSION AND TURBIDITY CONTROL SHALL BE UTILIZED AT ALL TIMES DURING10.

EROSION AND SEDIMENTATION CONTROL PROTECTION SHALL BE PROVIDED AT ALL INLETS IMPACTED BY THE PROJECT.9.

EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS AT THESE LOCATIONS.

PORTIONS OF UTILITIES, DRAINAGE PIPES, AND DRAINAGE STRUCTURES MAY EXTEND INTO THE CONSTRUCTION ZONE.8.

EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN, UNLESS OTHERWISE NOTED.7.

COAT INCLUDED IN THE COST OF THE STRUCTURAL COURSE.

PREVIOUSLY-PREPARED BASE PER STANDARD SPECIFICATION SECTION 300, WITH ANY NECESSARY PRIME COAT OR TACK

ADJUSTED, AS DETERMINED BY THE ENGINEER. BASE EXPOSED DURING MILLING OPERATIONS IS TO BE TREATED AS

THE EXISTING BASE IS EXPOSED DURING MILLING OPERATIONS, THE MILLING DEPTH MAY BE REQUIRED TO BE

MILLING DEPTH IS BASED ON THE EXPECTED THICKNESS OF THE EXISTING STRUCTURAL COURSE. IN THE EVENT THAT6.

TOXIC WASTES OR CONTAMINANTS AND MUST BE TREATED WITH EXTREME CAUTION.

ODORS; EXCESSIVELY HOT EARTH; SMOKE; OR OTHER CONDITIONS THAT APPEAR ABNORMAL MAY INDICATE HAZARDOUS OR

THE PRESENCE OF TANKS OR BARRELS; DISCOLORED EARTH, METAL, WOOD, GROUND WATER, ETC.; VISIBLE FUMES; ABNORMAL

OR CONTAMINANTS, CEASE OPERATIONS IMMEDIATELY IN THE VICINITY AND NOTIFY THE CITY OF CORAL SPRINGS ENGINEER.

WHEN ENCOUNTERING OR EXPOSING ABNORMAL CONDITIONS INDICATING THE PRESENCE OF A HAZARDOUS OR TOXIC WASTE, 27.

CONSTRUCTIONMANAGEMENT@BROWARD.ORG.

WITH THIS PROJECT WITH THE CONSTRUCTION MANAGEMENT DIVISION: (954) 354-6419,

THE CONTRACTOR SHALL COORDINATE SELECTION AND REVIEW OF ANY PROPOSED STAGING AREAS ASSOCIATED26.

NO STAGING OR OPERATING OF EQUIPMENT WILL BE PERMITTED WITHIN THE VETERANS PARK PROPERTY.25.

DISCREPANCY IS FOUND, CONTACT THE ENGINEER OF RECORD.

FDOT, MUTCD, AND COUNTY STANDARDS PRIOR TO INSTALLING STRUCTURAL MATERIAL. IF A

REQUIREMENTS AT SIDEWALKS AND SLOPES, AND VERTICAL CLEARANCE REQUIREMENTS SPECIFIED IN

VERIFY THAT ALL STRUCTURES AND FOUNDATIONS ARE SET TO ELEVATIONS THAT WILL MEET GRADING

INCORRECT ORIENTATION SHALL BE REPLACED AT CONTRACTORS EXPENSE. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL VERIFY STRUCTURE ORIENTATION PRIOR TO PLACEMENT. STRUCTURES OF24.

ACTIVITY.

THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO ANY FURTHER WORK

PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN

THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL23.

ENGINEER OF RECORD IN WRITING.

FIELD CONDITIONS. VARIATIONS FROM THE PROPOSED LOCATION MUST BE PRE�APPROVED BY THE

ADJUSTMENT OF ALL PROPOSED EQUIPMENT MAY BECOME NECESSARY TO ACCOMMODATE EXISTING

ALL PROPOSED EQUIPMENT TO BE INSTALLED SHALL BE CONSIDERED TO BE APPROXIMATE. FIELD

OFFSETS TO POLES, CABINETS AND PULL BOXES ARE TO THE CENTER OF THOSE ITEMS. THE LOCATION OF22.

ALONG THE PROPOSED CONSTRUCTION AREA.

RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE RESIDENCES

NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM THEIR21.

IMPROVEMENTS IS INCIDENTAL TO THE COST OF THE IMPROVEMENT.

CLEARING AND GRUBBING WHICH IS NECESSARY FOR THE PROPER CONSTRUCTION OF THE PROPOSED

THE REMOVAL OF CONCRETE CURB & GUTTER AND FLEXIBLE PAVEMENT IN AREAS BEYOND THE LIMITS OF20.

SAW CUTTING OF THE EXISTING SIDEWALK SHALL BE MADE ONLY AT THE NEAREST FLAG JOINTS.19.

OR EXCEED THOSE FOUND IN THE ABOVE REFERENCED DOCUMENTS.

SPECIFICATIONS, AND ANY OR ALL BROWARD COUNTY TRAFFIC ENGINEERING REQUIREMENTS THAT MEET

COUNTY MINIMUM STANDARDS, BROWARD COUNTY TRAFFIC ENGINEERING DIVISION STANDARDS AND

SPECIFICATIONS), FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (STANDARD INDEXES), BROWARD

DEVICES (MUTCD), FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (STANDARD

EDITIONS OF THE FOLLOWING, REFERENCED IN THE KEY SHEET: MANUAL ON UNIFORM TRAFFIC CONTROL

PAYMENT FOR ALL ITEMS REQUIRED IN THESE PLANS SHALL BE IN ACCORDANCE WITH THE CURRENT

UNLESS OTHERWISE NOTED IN THE TECHNICAL SPECIFICATIONS: INSTALLATION, ACCEPTANCE, AND18.

CONSTRUCTION.

DETERMINED BY THE CONTRACTOR AND THE UTILITY REPRESENTATIVE WHEN NECESSARY, DURING

UTILITY COMPANY LOCATES THEIR FACILITIES. THE LOCATION OF EXISTING UTILITIES SHALL BE

CONSTRUCTION ON THE JOB SITE. A CONTRACTOR’S REPRESENTATIVE SHALL BE PRESENT WHEN THE

800�432�4770) AND UTILITY OWNERS LISTED BELOW TWO (2) BUSINESS DAYS IN ADVANCE OF BEGINNING

THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA INC. (1�17.

CONTRACTOR SHALL COORDINATE WITH FPL TO DEACTIVATE LINES IF NECESSARY.

EQUIPMENT THAT CAN BE USED IN CONSTRUCTION OF THE MAST ARM AND ITS FOUNDATION.

PROXIMITY TO THE LOCATIONS OF THE PROPOSED SIGNAL MAST ARMS MAY LIMIT THE TYPE OF

THE CONTRACTOR IS ADVISED THAT THE PRESENCE OF OVERHEAD ELECTRIC CONDUCTORS IN CLOSE16.

REPLACEMENT OF ALL UTILITIES THAT MAY BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION AND PROTECTION, REPAIR AND/OR15.

BACKFILLING AND COMPACTING AROUND EXISTING UTILITIES.

WORK. EXTREME CAUTION SHALL BE USED BY THE CONTRACTOR WHEN EXCAVATING, INSTALLING, OR WHERE HAND�DIGGING IS SPECIFIED ON THE PLANS. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS

THE CONTRACTOR SHALL USE HAND EXCAVATION METHODS WHEN EXCAVATING NEAR EXISTING UTILITIES,14.

COMPANY CONTACT TELEPHONE

AT&T DISTRIBUTION HENRY URENA 954-260-0615

ADVANCED CABLE COMMUNICATIONS - BLUE STREAM CHRIS DEMONTIER 561-287-1184

BROWARD COUNTY TRAFFIC ENGINEERING ROBERT BLOUNT 954-847-2745

ALEXANDER VICKERS 954-847-2701

COMCAST JUSTIN CASSEL 786-427-4049

CROWN CASTLE CHRIS PERKINS 813-947-6009

CITY OF CORAL SPRINGS NAJLA ZERROUKI 954-345-2188

FREDDY CAICEDO 954-345-2160

CORAL SPRINGS IMPROVEMENT DISTRICT FRANK KOZLOWSKI 954-796-6608

FLORIDA POWER & LIGHT DISTRIBUTION AKRUM JOMAA 954-321-2067

TECO DIEGO UZCATEGUI PINO 786-575-0261

VERIZON FIBER / MCI HARRIS RICHARDSON 817-301-9193

FDOT STREET LIGHTING MARK HUGHES 305-640-7160

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

GENERAL NOTES

NOTES FOR ADDITIONAL INFORMATION.)

AMENITIES PRESENT AT THE STOP REMAIN UNDISTURBED AND FREE FROM CONSTRUCTION BASED DAMAGE. (REFER TO BC TRANSIT

BUS STOP ID 5582 - STA:22+60 EASTBOUND ENSURE EXISTING PREFABRICATED BUS SHELTER STRUCTURE AND ALL ASSOCIATED 4.

DURING CONSTRUCTION AND REINSTATED IN ORIGINAL CONDITION, ANY DAMAGE TO BE AT CONTRACTOR'S EXPENSE.

EXISTING BUS SHELTER, BUS STOP SIGN AND SIGN POST, BIKE RACK AND AMENITIES SHALL BE PROTECTED FROM BEING DAMAGED3.

STOPS WITH KURT PETGRAVE AT 954-357-6793, KPETGRAVE@BROWARD.ORG AT LEAST 2 WEEKS BEFORE START OF CONSTRUCTION.

IN THE EVENT THAT THE PROJECT IS TO IMPACT ANY BUS STOP, COORDINATE THE TEMPORARY RELOCATION OF THE BUS STOP OR BUS2.

MAINTAIN PASSENGER ACCESS TO AND FROM BUS STOPS DURING CONSTRUCTION.1.

BC TRANSIT NOTES

590-70-5. 11.

CONSTRUCTION OF RAMPS AND DETECTABLE WARNINGS SURFACES AS INDICATED ON THE PLANS.

CONCRETE STRENGTH REQUIREMENT FOR THIS PAY ITEM IS F'C=3,000 PSI. THIS PAY ITEM INCLUDES THE COST OF

522-2. INCLUDES THE COST OF ADJUSTING EXISTING UTILITY BOXES AND PULL BOXES TO THE NEW GRADE.10.

2251 RIVERSIDE DR

/ SOMERSET ACADEMY RIVERSIDE" (RT) 2151 RIVERSIDE DR

B) "FIRST PRESBYTERIAN CHURCH CORAL SPRINGSA) "TEMPLE BETH ORR" (LT)

PROVIDE VIBRATION MONITORING (108-2) FOR THE FOLLOWING STRUCTURES:

108-2. IN ADDITION TO THE REQUIREMENTS OF STANDARD SPECIFICATIONS, SECTION 108,9.

2331 NW 87 DR

J) "RESIDENTIAL HOUSE #5" (LT)

2332 NW 87 DR 2456 NW 89 DR

I) "RESIDENTIAL HOUSE #4" (LT)H) "BRITTANY COURT CONDOMINIUM" (LT)

9020 ROYAL PALM BLVD 9080 NW 23 ST

G) "ROYAL PALM TOWERS" (RT)F) "RESIDENTIAL HOUSE #3" (LT)

2326 NW 91 AVE 2333 NW 92 AVE

E) "RESIDENTIAL HOUSE #2" (LT)D) "RESIDENTIAL HOUSE #1" (LT)

2251 RIVERSIDE DR

C) "FIRST PRESBYTERIAN CHURCH CORAL SPRINGS / SOMERSET ACADEMY RIVERSIDE" (RT)

2151 RIVERSIDE DR 8270 NW 24 ST

B) "TEMPLE BETH ORR" (LT)A) "CORAL SPRINGS ESTATE TOWNHOMES IV" (LT)

PROVIDE INSPECTION AND SETTLEMENT MONITORING (108-1) FOR THE FOLLOWING STRUCTURES:

108-1. IN ADDITION TO THE REQUIREMENTS OF STANDARD SPECIFICATIONS, SECTION 108,8.

710-90. INCLUDES THE COST OF ALL FINAL PAINTED PAVEMENT MARKINGS.12.

DETAILS AND NOTES.

INCLUDES THE COST ALL ITEMS AND ACTIVITIES ASSOCIATED WITH THE IRRIGATION AS PER THE PLANS, CONTRACTOR SHALL COORDINATE WITH THE CITY OF CORAL SPRINGS PRIOR TO PROCURING IRRIGATION EQUIPMENT.32.

FDOT DCIC.

MONITORING RECORDS AND SAMPLE RESULTS FOR MATERIALS TESTED AND ANALYZED TO THE CITY OF CORAL SPRINGS ENGINEER AND THE

MEDIA INCLUDING BUT NOT LIMITED TO GROUND WATER, WASTEWATER, SOILS, SOLID WASTES, SLUDGE, HAZARDOUS WASTES, AIR

TO REGULATORY AGENCIES, WASTE MATERIAL PROFILES, MANIFESTS AND/OR DISPOSAL RECEIPTS FOR THE HANDLING OF CONTAMINATED

FOLLOWING COMPLETION OF THE PROJECT, THE CAR CONTRACTOR SHALL BE REQUIRED TO PROVIDE COPIES OF REPORTS SUBMITTED31.

REMEDIATION WORK TO RESOLVE THE CONTAMINATION ISSUE.

SITE SECURITY AND THE STEPS NECESSARY UNDER APPLICABLE LAWS, RULES, AND REGULATIONS FOR ADDITIONAL ASSESSMENT AND/OR

OF CONTAMINATION. PRELIMINARY INVESTIGATION BY THE CAR CONTRACTOR WILL DETERMINE THE COURSE OF ACTION NECESSARY FOR

FDOT DISTRICT IV CONTAMINATION IMPACT COORDINATOR (DCIC) AT (954) 777-4286 AFTER ENCOUNTERING THE UNIDENTIFIED AREAS

SUBMITTAL TO THE APPROPRIATE ENVIRONMENTAL REGULATORY AGENCIES. THE CITY OF CORAL SPRINGS WILL IMMEDIATELY NOTIFY THE

ACTIVITIES WITHIN THE IDENTIFIED CONTAMINATED AREAS AND WHO WOULD SIGN AND SEAL PROJECT REPORTS AS REQUIRED FOR

PROFESSIONALS (GEOLOGISTS AND ENGINEERS) WHO WILL BE INVOLVED WITH THE PROJECT AND KNOWLEDGEABLE OF THE WORK

INCLUDED IN THE CONSTRUCTION PLANS. IN ADDITION, THE CAR CONTRACTOR MUST BE STAFFED WITH FLORIDA LICENSED TECHNICAL

EXPOSURE TO CONTAMINATED SOILS, GROUNDWATER, WASTES, AND ATMOSPHERE DURING THE CONSTRUCTION OF FEATURES

FEDERAL REGULATIONS GOVERNING WORKER SAFETY AND ENVIRONMENTAL REGULATIONS. THIS IS TO INCLUDE OCCUPATIONAL

THE WORK PERFORMED BY THE CAR CONTRACTOR SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND 30.

(POTENTIALLY) CONTAMINATED AREAS SPECIFIC TO TRANSPORTATION SYSTEMS.

REMOVAL, HIGHWAY SPILL RESPONSE AS WELL AS EXPERIENCE WITH INFRASTRUCTURE/CONSTRUCTION ACTIVITIES WITHIN

REPORTS, REMEDIATION PLANS, IMPLEMENT REMEDIAL ACTION PLANS, RISK BASED CORRECTIVE ACTIONS, STORAGE TANKS SYSTEM

PERSONNEL TO PREPARE CONTAMINATION ASSESSMENT PLANS, CONDUCT CONTAMINATION ASSESSMENTS, PREPARE SITE ASSESSMENT

(CAR) CONTRACTOR. QUALIFICATIONS OF SUCH CAR CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO, EXPERIENCE AND

THE CITY OF CORAL SPRINGS ENGINEER WILL COORDINATE AND MOBILIZE A QUALIFIED CONTAMINATION ASSESSMENT/REMEDIATION 29.

MANNER COMMENSURATE WITH THE GRAVITY OF THE CONDITIONS.

LOCAL, STATE, AND FEDERAL LAWS, RULES, REGULATIONS, OR CODES COVERING HAZARDOUS CONDITIONS AND WILL BE IN A

SAFETY OF THE PUBLIC THAT MAY BE EXPOSED TO POTENTIALLY HAZARDOUS CONDITIONS. PROVISIONS SHALL MEET APPLICABLE

FOR THE HEALTH AND SAFETY OF ALL WORKERS AT THE JOB SITE AND MAKE PROVISIONS NECESSARY FOR THE HEALTH AND

MAKE EVERY EFFORT TO MINIMIZE THE SPREAD OF CONTAMINATION INTO UNCONTAMINATED AREAS. IMMEDIATELY PROVIDE 28.

GENERAL NOTES (CONT'D) PAY ITEM NOTES (CONTINUED)

INCLUDES THE COST OF LITTER REMOVAL AND MOWING DURING CONSTRUCTION, AS DIRECTED BY THE ENGINEER.

MODIFICATIONS FOR HARMONIZATIONS BETWEEN PROJECTS, AND OBLITERATION OF PAVEMENT MARKINGS AS NEEDED.

LONGITUDINAL CHANNELIZING DEVICES, ADJACENT PROPERTY ACCESS, ADJACENT PROJECT COORDINATION AND MOT

BICYCLE PATHS, SIDEWALKS, MAINTENANCE OF SAFE ROUTES TO SCHOOLS, SCHOOL CROSSINGS, PEDESTRIAN

ADJACENT PROPERTY ACCESS, DRIVEWAY CONNECTIONS AND MAINTENANCE OF EXISTING AND TEMPORARY PAVEMENTS, TEMPORARY CRASH CUSHIONS, MAINTENANCE OF TEMPORARY CRASH CUSHIONS, TEMPORARY SIDEWALKS, DETOURS, SYSTEM, CLEANING AND MAINTENANCE OF EXISTING-DRAINAGE SYSTEM, TEMPORARY BARRIERS (BARRIER WALLS), CROSSING GUARDS, OFF-DUTY POLICEMEN, FLAGMEN, FLAGS, TEMPORARY ASPHALT PAVEMENT, TEMPORARY DRAINAGE

SIGNALIZATION AND MAINTENANCE, BARRICADES, ARROW BOARDS, PORTABLE CHANGEABLE MESSAGE SIGNS, CONES, TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, TEMPORARY SIGNAL MODIFICATION, TEMPORARY TRAFFIC

AND PAINT), WORK ZONE SIGNS, BUSINESS SIGNS, REFLECTIVE PAVEMENT MARKERS, TEMPORARY LANE SEPARATORS, THIS PAY ITEM SHALL ALSO INCLUDE ALL COSTS FOR TEMPORARY SIGNING AND PAVEMENT MARKINGS (THERMOPLASTIC

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THERE ARE NO OTHER SEPARATE PAY ITEMS FOR TRAFFIC CONTROL.

LATEST FDOT SPECIFICATIONS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARD PLANS INDICES DRAWINGS AND

AND PROVIDE ALL TRAFFIC CONTROL NEEDS THROUGHOUT ALL PHASES OF THE PROJECT AND CONFORM TO THE

INCLUDES ALL ITEMS AND COSTS NECESSARY TO MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

BY THE ENGINEER OR INSPECTOR.

AND DIRECTING TRAFFIC IN THE WORK ZONE; AND IF IT WAS VERIFIED TO BE PRESENT AT THE ACTIVE WORK ZONE

UNIFORMED TRAFFIC CONTROL OFFICER, WITH A MARKED LAW ENFORCEMENT VEHICLE, TO ASSIST IN CONTROLLING

PAYMENT FOR THIS ITEM SHALL ONLY BE MADE IF THE APPROVED MAINTENANCE OF TRAFFIC PLAN INCLUDES A

102�1. 7.

PAY ITEM NOTES

INCLUDES ALL COST RELATED TO STAGING AREAS AND COMPLIANCE WITH PERMIT CONDITIONS.

AROUND EXISTING UTILITY FACILITIES DURING INSTALLATION OF DRAINAGE STRUCTURES AND PIPES.

SLEEVES/CASING, AND SHORING TEMPORARY SUPPORT. CONTRACTORS MEANS AND METHODS TO MAINTAIN UNINTERRUPTED SERVICE

425-5, 430175118. ALL STRUCTURES INCLUDE APRONS WHEN CALLED OUT IN THE PLANS AND INCLUDES THE COST FOR DEWATERING, 6.

337�7�82. INCLUDES THE COST OF ADJUSTING MANHOLES AND VALVE COVERS TO ELEVATION FLUSH WITH RESURFACED PAVEMENT GRADE.5.

PAVEMENT GRADE.

334�1�13, 334-1-53. INCLUDES THE COST OF ADJUSTING MANHOLES AND VALVE COVERS…