W1233208C1 Lyons Road Sidewalk - Broward County, Florida · PDF filehighway construction and engineering division . lyons road sidewalk project . section 009500: ... general notes

Bid No. W1233208C1

BROWARD COUNTY

Lyons Road Sidewalk Project

DRAWINGS

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

Lyons Road Sidewalk Project

SECTION 009500: DRAWINGS INDEX

Contract plans

Sheet No. Sheet Description

1 Key Sheet

2 Summary of Pay Items

3 Summary of Quantities

4 General Notes

5 -12 Roadway Plans

13 Special Details

14 – 25 Cross Sections

26 – 30 Signing and pavement markings

N

0 1 2

Miles

HIGHWAY CONSTRUCTION & ENGINEERING DIVISION

CONTRACT PLANS

COMPONENTS OF CONTRACT PLANS SET

KEY SHEET OF EACH COMPONENT

A DETAILED INDEX APPEARS ON THE

LINEAR FEET MILES

EXCEPTIONS

3,965.00

3,965.00

GROSS LENGTH OF PROJECT

NET LENGTH OF PROJECT

ROADWAY

0.75

BRIDGES

3,965.00

0.75

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

TO BE SUBMITTED TO:

NO.

SHEET

YEAR

FISCAL

DESCRIPTIONDATE

ROADWAY SHOP DRAWINGS

ROADWAY PLANS

11:26:26 AM G:\Lyons Road Sidewalk\DESIGN YEAR 2012\MicroStation Files\Roadway\KEYSRD01.DGNabustamante 3/19/2014

LENGTH OF PROJECT

01 13

INDEX OF ROADWAY PLANS

KEY SHEET REVISIONS

T 4

9 S

Turnpike

Turnpike

R 42 E

STA. 9+95.00

BEGIN PROJECT

STA. 49+60

END PROJECT

PROJECT MANAGER: MICHAEL HAMMOND, P.E.

LOCATION

PROJECT

PLANS PREPARED BY: CAROLINA BUSTAMANTE, P.E.

LYONS ROAD SIDEWALK

BROWARD COUNTY

PUBLIC WORKS DEPARTMENT

PLANTATION, FL 33324

ONE N. UNIVERSITY DRIVE, BOX B300


BROWARD COUNTY PUBLIC WORKS

COUNTY PROJECT NO. 5412

following web site:

For Design Standards click on the "Design Standards" link at the

click on the "Specifications" link at the following web site:

For the Standard Specifications for Road and Bridge Construction

GOVERNING STANDARDS AND SPECIFICATIONS:

http://www.dot.state.fl.us/rddesign/

http://www.dot.state.fl.us/specificationsoffice/

Contract Documents.

Specifications for Road and Bridge Construction, as amended by

revised Index Drawings as appended herein, and 2013 Standard

Florida Department of Transportation, 2013 Design Standards and

ï»¿PROJECT LENGTH IS BASED ON â�� OF CONSTRU

FORT WALTON

BEE LINEEXPRESSWAY

FLO

RID

A S

TU

RNPIK

E

10

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE PENSACOLA

ENGINEER OF RECORD:

P.E. NO.:


ONE N. UNIVERSITY DRIVE, BOX B300


BROWARD COUNTY PUBLIC WORKS

MICHAEL HAMMOND, P.E.


SIGNING AND PAVEMENT MARKINGS26 - 30

CROSS SECTIONS14 - 25

SPECIAL DETAILS13

ROADWAY PLAN5 - 12

GENERAL NOTES4

SUMMARY OF QUANTITIES3

SUMMARY OF PAY ITEMS2

KEY SHEET1

SHEET DESCRIPTION SHEET NO.

ROADWAY PLANS

49534

(FEDERAL FUNDS)

PROJECT FM#: 427960-1-58-01

912

811

10

4

34

33

11

23

27

22

21

811A

811A

P

CORAL SPRINGS

MARGATE

COCONUT

CREEK

LAUDERDALE

LAUDERHILL

LAUDERDALELAKES

OAKLAND PARK

Pop.

Pop.

Pop.

Pop.

Pop.

36,044

6,288

18,479

37,271

21,939

ServiceArea #1

University

Drive

Sample Rd.

Pompano BeachInterchange #24

Ft. Lauderdale NorthInterchange #20

Royal

PalmBoulev

ard

NORTH

D.A.

D.A.S. POMPANOBEACH

Est.Pop.

Est.Pop.

34,500

23,800

FORT LAUDERDALE

ProspectRoad

POMPANO BEACH

EXECUTIVE AIRPORT

NORTH

HAWKINS

Pop.

816

870

817

834 834

816

845

1817

AtlanticBlvd.Ext.

28

POMPANO BCH.

(Part of)

POMPANOBEACH

11

Cypress Cr. Canal

River Canal

S-37B

S-36

Middle

C-14

2413

2413

86028

8613086130

86039

86070

86090

86170

2413

2413

2412

2497Cyprsess Creek Rd 86009

2504

86065

86065

2510

86580

86580

2503

2501

2901

25342516

2501

2507MAINTENANCE

2549

2584

2102

2504

2506

2510

2512

2514

2507

2509

2507

county map

2511

2540

86220

(86014)86504

26032602

86100

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02

DATE DESCRIPTION

REVISIONS

NO.

SHEET

SUMMARY OF PAY ITEMS COUNTY PROJECT NO.COUNTY ROAD




1 NORTH UNIVERSITY DRIVE

AND ENGINEERING DIVISION

BROWARD COUNTY HWY. CONSTRUCTION

LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY

F L O R I D A LYONS ROAD 5412

MATERIAL REQUIREMENTS.

COST OF THE APPROPRIATELY LABELED PULL BOX LID. SEE BCTED WEBSITE FOR

GROUNDING TO FIT THE NEW PULL BOX ELEVATION AND LOCATION. ALSO INCLUDES

AND/OR ADDITIONS NECESSARY TO EXISTING CONDUITS, CONDUCTORS, AND

715-14-12 INCLUDES COST OF NEW PULL BOX INSTALLATION AND ANY/ALL ADJUSTMENTS

ALL GUARDRAIL RUNS.

536-1-1 INCLUDES COST OF INSTALLATION OF SPECIAL GUARDRAIL POSTS/HARDWARE FOR

SPECIAL POST INSTALLATION (SEE DETAIL, SHEET 13).

522-2 INCLUDES COST OF THICKENED EDGE SIDEWALK REQUIRED FOR GUARDRAIL

INLET TOP. NEW TOP TO BE ADJUSTED TO MATCH SIDEWALK ELEVATION.

425-13-55 INCLUDES ALL WORK INVOLVED IN THE REMOVAL AND REPLACEMENT OF EXISTING

INLET TOP. NEW TOP TO BE ADJUSTED TO MATCH SIDEWALK ELEVATION.

425-13-25 INCLUDES ALL WORK INVOLVED IN THE REMOVAL AND REPLACEMENT OF EXISTING

MESH AND GEOTEXTILE FABRIC IS INCLUDED IN THIS PAY ITEM.

FACE TEXTURE, FINISH, JOINT SEAL, DRAIN PIPES, DRAINAGE LAYER, GALVANIZED

FIELD CONDITIONS. SEE INDEX 6011 FOR WALL DETAILS. ALL REINFORCING STEEL,

400-0-11 QUANTITY MAY BE INCREASED OR DECREASED BY ENGINEER TO MATCH EXISTING

PAY ITEMS NOTES

SUMMARY OF ROADWAY QUANTITIES

PAY ITEM ITEM DESCRIPTION UNIT QUANTITYQUANTITY

TOTAL

0101 1 Mobilization LS 1

0102 1 Maintenance of Traffic LS 1

0102 60 Work Zone Signs ED 2,600

0102 74 1 Barricade (Types I, II, VP & Drum) ED 9,000

0102 76 Arrow Board/Advance warning arrow panel ED 200

0102 77 High Intensity Flashing Lights ED 1,440

0102 99 Variable Message Sign (Temporary) ED 28

0104 10 3 Sediment Barrier LF 3,873

0104 18 Inlet Protection System EA 6

0110 1 1 Clearing and Grubbing LS 1

0110 4 Removal of Existing Concrete Pavement SY 121

0120 1 Regular Excavation CY 290

0120 6 Embankment CY 253

0285 709 Optional Base, Base group 09 SY 90

0334 1 13 Superpave Asphaltic Concrete TN 20

0337 7 32 Asphalt Concrete Friction Course TN 15

0400 0 11 Concrete Class I, Gravity Wall CY 177

0425 13 25 Inlet, Curb, Type P-2, Partial EA 1

0425 13 55 Inlet, Curb, Type P-5, Partial EA 1

0515 1 2 Pipe Handrail-Guiderail Aluminum LF 1,130

0520 1 10 Concrete Curb and Gutter, Type F LF 520

0522 2 Sidewalk Concrete, 6" Thick SY 2,347

0536 1 1 Guardrail Roadway W-Beam LF 712

0536 73 Guardrail Removal LF 793

0536 6 Pipe Rail for Guardrail LF 712

0536 85 22 Guardrail End Anchorage Assembly - Flared EA 3

0536 85 24 Guardrail End Anchorage Assembly - Parallel EA 3

0570 1 2 Performance Turf, Sod SY 4,294

700 1 11 Single Post Sign EA 3

700 1 50 Single Post Sign Relocate EA 1

700 1 60 Single Post Sign Remove EA 3

710 11 111 Painted Solid Traffic (6" white) LF 430



711 11 111 Thermoplastic Solid Traffic Stripe (6" white) LF 430



0715 14 12 Pull Box EA 32

03

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DATE DESCRIPTION

REVISIONS

NO.

SHEET

SUMMARY OF QUANTITIES COUNTY PROJECT NO.COUNTY ROAD







LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


SEE STANDARD INDEX #6011

TO MATCH EXISTING FIELD CONDITIONS.

* GRAVITY WALL LIMITS MAY BE ADJUSTED BY ENGINEER

* ALL GUARDRAIL WILL BE INSTALLED USING SPECIAL GUARDRAIL POSTS, SEE INDEX 400.

COST OF THE SPECIAL POSTS TO BE INCLUDED IN LF GUARDRAIL PRICE.

SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES

LOCATION

SIDE

STAKED INLET

REMARKSSEDIMENT BARRIER PROTECTION FIELD BOOK

STA. TO STA. OFFSETLF LF REFERENCE

P F P F

9+95.0 to 48+68.0 LT 3,873.00 60.00

TOTAL: 3,873.00 60.0

SUMMARY OF GRAVITY WALL & ALUMINUM HANDRAIL

LOCATION

SIDE

CLASS IALUMINUM

REMARKSCONCRETE FIELD BOOK

STA. TO STA.CY LF REFERENCE

P F P F

13+00.0 TO 13+40.0 LT 3.2 40.00 SCHEME 1, H=1

13+40.0 TO 16+00.0 LT 57.2 260.00 SCHEME 1, H=3

31+45.0 TO 38+40.0 LT 97.3 695.00 SCHEME 1, H=2

46+45.0 TO 47+80.0 LT 18.9 135.00 SCHEME 1, H=2

TOTAL: 177.0 1130.0

SUMMARY OF SIDEWALK

LOCATION

SIDE

CONCRETE 6"

REMARKSFIELD BOOK

STA. TO STA.LF REFERENCE

P F

9+95.0 TO 22+78.0 LT 1283.0 6’ WIDTH

22+78.0 TO 43+95.0 LT 2117.00 5’ WIDTH

43+95.0 TO 48+68.0 LT 473.00 6’ WIDTH

TOTAL: 3873.0

SUMMARY OF GUARDRAIL *

LOCATIONGUARDRAIL

LOCATIONPIPE RAIL

REMARKSFIELD BOOK(LF) (LF)

STATION SIDEROADWAY FLARED PARALLEL

STATION SIDE

PEDESTRIAN

REFERENCESAFETY TREAT.

P F P F P F P F

FROM 9+95.00LT 496.43

1 1 FROM 9+95.00LT 496.43

TO 14+91.43 TO 14+91.43

FROM 31+47.60LT 91.75

1 1 FROM 31+47.60LT 91.75

TO 32+39.35 TO 32+39.35

FROM 46+85.00LT 123.71

1 1 FROM 46+85.00LT 123.71

TO 48+08.71 TO 48+08.71

FROM FROM

TO TO

FROM FROM

TO TO

FROM FROM

TO TO

FROM FROM

TO TO

TOTAL 711.9 3 3 TOTAL 711.9

04

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DATE DESCRIPTION

REVISIONS

NO.

SHEET

GENERAL NOTES COUNTY PROJECT NO.COUNTY ROAD







LICENSE NO. 49534

MICHAEL HAMMOND P.E.

ENGINEER OF RECORD

BR WARDCOUNTY


RESTORE THE SIGNS TO THER ORIGINAL POSITION.

TRAFFIC CONTROL PLANS. WHEN THE CONFLICT NO LONGER EXISTS THE CONTRACTOR SHALL

4. CONTRACTOR SHALL REMOVE OR COVER ANY EXISTING SIGNS THAT CONFLICT WITH THE

UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA.

3. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED TO CREATE A WORK ZONE

SHALL BE THE EXISTING POSTED SPEED.

THE REGULATORY SPEED ESTABLISHED DURING AN ACTIVE WORK CONSTRUCTION ZONE 2.

CONTROL DIVICES AS MINIMUN CRITERIA.

DESIGN STANDARDS 2013 INDEXES: 600, 613. AND THE MANUAL ON UNIFORM TRAFFIC

CURRENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC

MAINTENANCE OF TRAFFIC FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 1.

TRAFFIC CONTROL NOTES

COST TO BE INCLUDED IN RELATED PAY ITEM 102-1 MAINTENANCE OF TRAFFIC.

THE CONTRACTOR SHALL MAINTAIN THE STATION MARKS VISIBLE UNTIL FINAL INSPECTION.

MAINTAIN STATIONING WITH SURVEYING STAKES.

C. WHERE CURB DOES NOT EXIST AND SHALL NOT BE CONSTRUCTED THE CONTRACTOR SHALL

B. AT NEW CURB NOT LATER THAN 72 HOURS AFTER BEING POURED.

A. FROM THE BEGINNING OF THE PROJECT WHERE THE CURB IS TO REMAIN.

OF THE CURB.

10. THE CONTRACTOR SHALL PAINT ALL STATIONS WITH STENCILED NUMBERS ON THE FACE

SWEEPING IS TO BE INCLUDED IN ITEM 102-1 MAINTENANCE OF TRAFFIC.

IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK. CLEANING AND

CAPABLE OF CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT

9. THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT

CONSTRUCTION AREA AND AT THE CONTRACTOR�S EXPENSE.

CONTRACTOR IN AREAS PROVIDED BY HIM WITHIN 72 HOURS OF BEING DEPOSITED IN THE

8. ALL EXCESS MATERIAL AS DESIGNATED BY THE ENGINEER IS TO BE DISPOSED BY THE

BROWARD COUNTY TRAFFIC ENG. BRET HENDERSON (954) 847-2702

SYSTEMS INTEGRATION & MAINT. INC MICHAEL COLLIER (305) 624-1113

ATT/DISTRIBUTION OTIS KEEVE (954) 723-2540

FPL FIBERNET LLC DANNY HASKETT (305) 552-2931

(800) 868-9554 TRACY STERNFLORIDA POWER LIGHT

FLORIDA GAS TRANSMISSION COMPANY JOSEPH E. SANCHEZ (407) 838-7171

CITY OF POMPANO BCH WATER/SEWER ALESSANDRA DELFICO (954) 786-4144

CITY OF MARGATE JAMES WEAVER (954) 972-0828

CITY OF COCONUT CREEK OSAMA ELSHAMI (954) 956-1467

COMCAST CABLE LEONARD MAXWELL-NEWBOLD (954) 447-8405

BROWARD CO. OES - WATER SUPPLY CHET WILLIAMS (954) 831-0926

BROWARD CO. OES - WATER SUPPLY GREG LOVAGLIO (954) 847-2725

ATT/T NANCY SPENCE (770) 918-5424

CONTACT TELEPHONE NUMBERS COMPANY

7. UTILITY/AGENCY OWNERS:

6. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.

VERIFIED.

ONLY AT THE POINTS SHOWN INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN

SHOULD BE CONSIDERED APPROXIMATE ONLY THE VERIFIED LOCATIONS/ELEVATIONS APPLY

DESIGNATED VV, VH AND VVH) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND

5. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE

OTHERWISE NOTED.

4. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS

3. ALL WORK SHALL BE PERFORMED ENTIRELY WITHIN AND FROM THE R/W.

FOR ITEM 101-1 MOBILIZATION

REFERENCING, RESTORING AND PRESERVING CORNERS AND MONUMENTS IN THE BID PRICE

SEALED COPY OF THE LAND SURVEYOR�S REFERENCE DRAWING. INCLUDE ALL COST OF

MONUMENTS AND SHALL FURNISH TO THE DISTRICT LOCATION SURVEYOR A SIGNED AND

WORK UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE ALL SUCH CORNERS AND

OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYOR PRIOR TO THE BEGINNING OF

BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS

IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED SHALL BE PROPERLY REFERENCED

BE PROTECTED BY THE CONTRACTOR. CORNERS AND MONUMENTS WITHIN THE WORK ZONE AND

ALL PUBLIC LAND CORNERS AND PRIMARY NETWORK CONTROL SURVEY MONUMENTS ARE TO 2.

(NAVD 88).

BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN DATUM OF 1988 1.

GENERAL NOTES:

OF ADJUSTMENTS IS INCLUDED IN THE PULL BOX PAY ITEM.

SHALL ADJUST CONDUITS AND GROUNDING ROD TO FIT THE NEW PULL BOX ELEVATION. COST

14. WHEN A NEW PULL BOX IS REPLACING AN EXISTING PULL BOX, THE CONTRACTOR

PHOTOGRAPHS OF ANY IDENTIFY DEFICIENCIES.

CONTENT TO THE ENGINEER PRIOR TO THE BEGINNING OF CONSTRUCTION; INCLUDING

CONTRACTOR SHALL SUBMIT A REPORT OF THE CONDITION OF EACH INSTALLATION AND ITS

REMOVAL OF SIDEWALK, OR ANY SPECIFIED ELECTRICAL WORKS ARE BEING PERFORMED. THE

AFFECTED LIMITS INCLUDE ALL AREAS WHERE CLEARING AND GRUBBING, EXCAVATION,

BOXES, CONTROLLER CABINET, SERVICE POINTS, ETC.) WITHIN THE AFFECTED LIMITS.

TRAFFIC SIGNAL AND OTHER ELECTRIC AND COMMUNICATION INSTALLATIONS (POLES, PULL

13. THE CONTRACTOR SHALL PERFORM AN INVENTORY OF ALL EXISTING STREET LIGHTING,

ADJUSTMENTS IS INCLUDED IN THE PULL BOX PAY ITEM.

SHALL ADJUST CONDUITS AND CABLES TO FIT THE NEW PULL BOX ELEVATION. COST OF

CONTRACTOR. WHEN NEW PULL BOX IS REPLACING EXISTING PULL BOX, THE CONTRACTOR

11. INSTALLATIONS OF NEW PULL BOXES SHALL BE PERFORMED BY QUALIFY ELECTRICAL

FLAG JOINTS.

10. SAW CUTTING OF THE EXISTING SIDEWALKS SHALL BE MADE ONLY AT THE NEAREST

12+80.0

0

05

NORTHEXIST. R/W LINE

EXIST. GRASS MEDIAN

LYONS ROAD / NW 31 AVENUE

FERN FOREST COUNTY PARK

EXIST. R/W LINE

FLORIDA TURNPIKE

EXIST. 5’ S/W TO REMAIN

PT STA = 16+23.66= 10+00.00PC STA= 975.00’R= 623.66’L= 322.91’T

D= 13+22.91PI

CURVE DATA CL-1

EXIST. EOP

10 40

Feet

0

TO REMAINEXIST. C&G

EXIST. EOP

EXIST. 6" WHITE

ELECTRICAL POLEEXIST. CONC

WITH LIGHT TO REMAINEXIST. CONCRETE POLE

LEGEND

TO BE REMOVED

EXIST. MISC ASPHALT

TO BE REMOVEDEXIST. GUARDRAIL

EL = 12.62"BROWARD COUNTY"

SET NAIL AND DISC

ELECTRICAL POLEEXIST. CONC

TO BE REMOVEDEXIST. MISC ASPHALT

REPLACED AND ADJUSTEDEXIST. PULL BOXES TO BE

8

9

1011

12

55.62 LT

STA 9+95.00

SHEET 17

TREATMENTS INDEX 400

PEDESTRIAN SAFETY

BEGIN GUARDRAIL WITH

55.75STA 10+06.13START 6’ SIDEWALK

STA 9+95.00, 55.62 LT

BEGIN SIDEWALK

BEGIN PROJECT

STA 10+05.85STA 9+95.00 TO

SIDEWALKREMOVE EXIST.

STA 10+20.00

C & G

AND CONSTRUCT TYPE F

REMOVE EXIST DROP CURB

EXIST. EOP

SIDEWALKCONSTRUCT 6’

STA 11+54.24

C & G

AND CONSTRUCT TYPE F

REMOVE EXIST DROP CURB

C

C

T

C

C

C

W

E

E

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DATE DESCRIPTION

REVISIONS

NO.

SHEET

ROADWAY PLANS COUNTY PROJECT NO.COUNTY ROAD







LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


12+80.0

018

+40.0

0

06

209.04

FENCE TO REMAINEXIST. CHAIN LINK


NOR

TH


EXIST. R/W LINE

PT STA = 16+23.66= 10+00.00PC STA= 975.00’R= 623.66’L= 322.91’T

D= 13+22.91PI

CURVE DATA CL-1


FLORIDA TURNPIKE

EXIST. EOP

EXIST. EOP

10 40

Feet

0

L

EXIST. 6" WHITE

TO BE REMOVED

EXIST. MISC ASPHALT

LEGEND

EXIST. R/W LINE


SET NAIL AND DISC

TO REMAINEXIST. C&G

EXIST. WHITE SKIPTO BE REMOVED

EXIST. MISC ASPHALT

C CONSTRUCTION

EXIST. GUARDRAIL



STA 14+91.43OPTION INDEX 400 SHEET 2END ANCHORAGE PARALLELEND GUARDRAIL WITH

13

14

1516

17

18

6’ SIDEWALKCONSTRUCT


SET NAIL AND DISC

STA 13+00.00INDEX 870PEDESTRIAN RAILINGINDEX 6011 WITHBEGIN GRAVITY WALL



STA 16+00.00INDEX 870PEDESTRIAN RAILINGINDEX 6011 WITHEND GRAVITY WALL

C

CC

E

CW

E

E E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


18

+40.0

024

+00.0

0

07

24



NORTH

PT STA = 23+64.67= 18+32.70PC STA= 2,031.14’R= 531.97’L= 267.51’T

D‹PI STA. = 21+00.21CURVE DATA CL-2

EXIST. R/W LINE

TO REMAINEXIST. C&G

EXIST. EOP

EXIST. EOP

10 40

Feet

0

C CONSTRUCTIONL

EXIST. WHITE SKIP

EXIST. 6" WHITE



REPLACED AND ADJUSTED

EXIST. PULL BOXES TO BE


19

2021 22

23


R/W LINEEXIST.



EXIST. R/W LINE

STA 22+78.00BEGIN 5’ SIDEWALK


STA 22+30.00END 6’ SIDEWALK

CE

CE

C

C

D

D

E

E

E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


24

+00.0

0

29

+60.0

0

08

24

622.38



EXIST. R/W LINE

NORTH

FENCE TO REMAIN

EXIST. CHAIN LINK

FLORIDA TURNPIKE

EXIST. EOP

EXIST. EOP

10 40

Feet

0

C CONSTRUCTIONL


EXIST. WHITE SKIP

EXIST. 6" WHITE

LEGEND

TO BE REMOVED

EXIST. MISC ASPHALT

25 26 27 28 29


REPLACED AND ADJUSTEDEXIST. PULL BOXES TO BE EL = 11.01

"BROWARD COUNTY"SET NAIL AND DISC



EXIST. R/W LINE

TO REMAINEXIST. C&G



E

CCE

C

D D

C

E E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


29

+60.0

0

35

+20.0

0

09


EXIST. R/W LINE

NORTH

FENCE TO REMAIN

EXIST. CHAIN LINK

EXIST. EOP

EXIST. EOP

10 40

Feet

0

C CONSTRUCTIONL


EXIST. 6" WHITE

TRAFFIC SIGNAL BOXREPLACE AND ADJUST

TO BE REMOVED

EXIST. MISC ASPHALT

LEGEND

EXIST. WHITE SKIP


TO REMAINEXIST. C&G


STA 32+39.35OPTION INDEX 400 SHEET 2END ANCHORAGE PARALLELEND GUARDRAIL WITH

EXIST. R/W LINE


3031 32 33 34

35

53.91 LT

STA 31+47.60

SHEET 17

TREATMENTS INDEX 400

PEDESTRIAN SAFETY

BEGIN GUARDRAIL WITH

EL = 12.41"BROWARD COUNTY"SET NAIL AND DISC

STA 31+45.00INDEX 870

PEDESTRIAN RAILINGINDEX 6011 WITH

BEGIN GRAVITY WALL



CEE

D

D

C

C

CE

E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


35

+20.0

0

40

+80.0

0

10

CURVE DATA CL-3

PI STA. = 35+41.90

T = 554.86

L = 1,104.75

R = 4,771.67

PC STA. = 29+87.05

PT STA. = 40+91.80


NOR

TH

EXIST. R/W LINE

EXIST. R/W LINE


FLORIDA TURNPIKE

EXIST. EOP

10 40

Feet

0

C CONSTRUCTIONL



SET NAIL AND DISC

TO REMAINEXIST. C&G


EXIST. EOP

EXIST. WHITE SKIP

EXIST. 6" WHITE


FENCE TO REMAIN

EXIST. CHAIN LINK53.00 LT

STA 40+21.64

TYPE F, MATCH EXIST C&G

C & G, CONSTRUCT C & G

SAWCUT AND REMOVE EXIST

TO BE REPLACED AND ADJUSTEDEXIST. PULL BOXES REPLACED AND ADJUSTED

EXIST. PULL BOXES TO BE

WIDENING

PROPOSED ROADWAY

3637 38 39

40

STA 38+40.00INDEX 870

PEDESTRIAN RAILINGINDEX# 6011 WITHEND GRAVITY WALL

CE

C

CE

C

D

E

E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


40+80.0

046+40.0

0

11


EXIST. R/W LINE

NORTH

EXIST. R/W LINE

CURVE DATA CL-4

PI STA. = 48+09.84

T = 718.04

L = 1,312.06

R = 1,300.00

PC STA. = 40+91.80

PT STA. = 54+03.86


EXIST. EOP

10 40

Feet

0

C CONSTRUCTIONL

TO REMAINEXIST. C&G

EXIST. WHITE SKIP

52.97 LT

STA 41+44.78

RADIUS = 1250

CONSTRUCT C & G TYPE F

POLE TO REMAINEXIST. CONCRETE

52.82 LT

STA 43+28.69

RADIUS = 1250

END C & G TYPE F


EXIST. 6" WHITE



WIDENING

PROPOSED ROADWAY

41

42

43 44

45

46


CURB & GUTTERAND ADJUST TO NEWTYPE P-5 INDEX 211REPLACE INLET TOP

STA 43+95.00END 5’ SIDEWALK

51.94 LT

MATCH EXIST. C&G

STA 44+20.84

END C & G TYPE F

BEGIN 6’ SW

EXIST. R/W LINE


EXIST. EOP

HDPE CONDUITSBFO 2-1 1/2"

EL = 12.26"BROWARD COUNTY"SET NAIL AND DISC

HDPE CONDUITSBFO 2-1 1/2" 5’ SIDEWALK

CONSTRUCT



CURB & GUTTERAND ADJUST TO NEWTYPE P-2 INDEX 210REPLACE INLET TOP

C

C

C

CE

D

D

FO

E

E

E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


46+40.0

052+00.0

0

12

CURVE DATA CL-4

PI STA. = 48+09.84

T = 718.04

L = 1,312.06

R = 1,300.00

PC STA. = 40+91.80

PT STA. = 54+03.86


EXIST. R/W LINE

EXIST. R/W LINE


FLORIDA TURNPIKE

FLORIDA TURNPIK

E



EXIST. EOP


NORTH

10 40

Feet

0

STA 49+60.00

END PROJECT

STA 46+85.00BEGIN GUARDRAIL

LEGEND

CR-24

STA 48+08.71PARALLEL OPTIONEND ANCHORAGE

END GUARDRAIL WITH


47

4849 50

51

52

TO BE REMOVED

EXIST. MISC ASPHALT

STA 46+45.00INDEX 870PEDESTRIAN RAILINGINDEX 6011 WITHBEGIN GRAVITY WALL

STA 47+80.00INDEX 870

PEDESTRIAN RAILINGINDEX 6011 WITH

END GRAVITY WALL 66.20 LT

STA 48+68.00

END 6’ SIDEWALK

PARK ENTRANCEFERN FOREST COUNTY

¡ CONSTRUCTION

52.00 LT

STA 48+50.00

CURB & GUTTER

CONSTRUCT TYPE F

66.43 LT

STA 48+66.00

SAWCUT

71.00 LT

STA 48+73.00

WITH FLARED END

END TYPE F C & G

REPLACE WITH SOD

EXIST CONCRETE

SAWCUT AND REMOVE

EXIST. EOP

EXIST. WHITE SKIP


TO REMAINEXIST. C&G


EC

D

D

MERGE

FO

E


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


TYPICAL GRAVITY WALL DETAIL

WIDENING DETAIL

R/W LINE

TYPE F CURB & GUTTER

SAWCUT

2 FT

3/19/2014abustamante G:\Lyons Road Sidewalk\DESIGN YEAR 2012\MicroStation Files\Roadway\SPECIAL DETAILS.DGN11:27:18 AM

13

DATE DESCRIPTION

REVISIONS

NO.

SHEET

SPECIAL DETAILS COUNTY PROJECT NO.COUNTY ROAD







LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


FRICTION COURSE TYPE FC-9.5 (TRAFFIC C) W/RUBBER (1")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2 1/2") AND

OPTIONAL BASE GROUP 9, TYPE B-12.5 OPTION ONLY

MIN

1:3

FOR CURB AND GUTTER

THICKENDED EDGE DETAIL

1.0’

45°

VARIES

6" CONC. SW

VARIES

6" CONC. SW

R/W LINE

INDEX# 6011

GRAVITY WALL

R/W LINE

VARIES

6" CONC. SW

INDEX# 6011

GRAVITY WALL

FENCE

CONST. SILT

FENCE

CONST. SILT

FENCE

CONST. SILT

9"

00102030405060708090100

8

10

12

14

16

18

6

10+00.003.43 0.00

8

10

12

14

16

18

6

11+00.001.31

8.78

0.52

0.96

8

10

12

14

16

18

6

12+00.000.72

3.76

2.73

6.02

8

10

12

14

16

18

20

6

13+00.002.73

6.39

0.10

5.24

1" = 10’ Vertical1" = 10’ Horizontal

SCALE

149.0 FT

138.0 FT

128.0 FT

118.0 FT

14

A

Regular Exc. Embankment

AV V

3/19/2014abustamante G:\Lyons Road Sidewalk\DESIGN YEAR 2012\MicroStation Files\Roadway\RDXSRD01.DGN11:27:40 AM

DATE DESCRIPTION

REVISIONS

NO.

SHEET

CROSS SECTIONS COUNTY PROJECT NO.COUNTY ROAD







LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.53

¡ OF CONSTRUCTION

10.96

¡ OF CONSTRUCTION

9.94

¡ OF CONSTRUCTION

12.09

¡ OF CONSTRUCTION

00102030405060708090100

6

8

10

12

14

16

18

20

4

14+00.003.14 3.93

7.46

8

10

12

14

16

18

20

6

15+00.003.33 3.85

10

12

14

16

18

20

8

16+00.004.85 2.10

10

12

14

16

18

20

8

17+00.000.64 10.45

23.24


15

SCALE

110.0 FT

102.0 FT

10.87

11.98 14.41

15.15 11.02

10.17

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


11.43

¡ OF CONSTRUCTION

11.70

¡ OF CONSTRUCTION

11.70

¡ OF CONSTRUCTION

12.84

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

18+00.000.89

2.83

2.62

10

12

14

16

18

20

22

24

8

19+00.000.71

2.96

2.40

9.30

10

12

14

16

18

20

22

24

8

20+00.001.18

3.50

0.59

5.54


16

SCALE

24.20

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


12.76

¡ OF CONSTRUCTION

12.72

¡ OF CONSTRUCTION

12.72

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

21+00.001.91

5.72

0.23

1.52

10

12

14

16

18

20

22

24

8

22+00.001.82

6.91

0.26

0.91

10

12

14

16

18

20

22

24

26

8

23+00.002.84

8.63

0.00

0.48


17

SCALE

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


12.21

¡ OF CONSTRUCTION

11.04

¡ OF CONSTRUCTION

10.21

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

24+00.001.77

8.54

0.30

0.56

10

12

14

16

18

20

22

24

8

25+00.001.37

5.81

0.36

1.22

10

12

14

16

18

20

22

24

8

26+00.001.23

4.81

0.61

1.80


18

SCALE

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.47

¡ OF CONSTRUCTION

10.45

¡ OF CONSTRUCTION

10.42

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

27+00.001.44

4.94

0.35

1.78

10

12

14

16

18

20

22

24

8

28+00.002.30

6.93

0.00

0.65

10

12

14

16

18

20

22

24

8

29+00.001.88

7.74

0.10

0.19


19

SCALE

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.58

¡ OF CONSTRUCTION

10.64

¡ OF CONSTRUCTION

10.06

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

30+00.000.84

5.04

1.58

3.11

10

12

14

16

18

20

22

8

31+00.000.59

2.65

4.18

8

10

12

14

16

18

20

22

6

32+00.003.13

6.89

0.96

9.52


20

SCALE

10.67

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.06

¡ OF CONSTRUCTION

10.73

¡ OF CONSTRUCTION

10.92

¡ OF CONSTRUCTION

00102030405060708090100

8

10

12

14

16

18

20

22

24

6

33+00.003.75 0.00

1.78

10

12

14

16

18

20

22

24

834+00.00

4.56 0.00

0.00

10

12

14

16

18

20

22

24

26

8

35+00.003.18 0.89

1.65


21

SCALE

12.74

15.39

14.33

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


9.54

¡ OF CONSTRUCTION

9.91

¡ OF CONSTRUCTION

10.09

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

36+00.000.37

6.57

1.17

3.81

10

12

14

16

18

20

8

37+00.004.33

8.70

1.55

5.04

10

12

14

16

18

20

22

24

8

38+00.003.20 0.97

4.67

10

12

14

16

18

20

22

24

8

39+00.000.75

7.31

2.00

5.50


22

SCALE

13.94

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.09

¡ OF CONSTRUCTION

10.62

¡ OF CONSTRUCTION

10.97

¡ OF CONSTRUCTION

10.79

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

8

40+00.001.19

3.59

0.24

4.15

10

12

14

16

18

20

22

24

8

41+00.001.27

4.56

0.27

0.94

10

12

14

16

18

20

22

24

8

42+00.002.57

7.11

0.00

0.50


23

SCALE

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.34

¡ OF CONSTRUCTION

10.86

¡ OF CONSTRUCTION

10.49

¡ OF CONSTRUCTION

00102030405060708090100

10

12

14

16

18

20

22

24

26

8

43+00.002.76

9.87

0.00

0.00

10

12

14

16

18

20

22

24

26

8

44+00.001.56

8.00

0.78

1.44

10

12

14

16

18

20

22

24

26

8

45+00.000.88

4.52

2.13

5.39


24

SCALE

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


10.66

¡ OF CONSTRUCTION

10.96

¡ OF CONSTRUCTION

11.73

¡ OF CONSTRUCTION

00102030405060708090100

8

10

12

14

16

18

20

22

24

26

6

46+00.002.59

6.43

2.20

8.02

8

10

12

14

16

18

20

22

24

26

6

47+00.001.88

8.28

3.07

9.76

10

12

14

16

18

20

22

24

26

8

48+00.000.97

5.28

1.12

7.76


25

SCALE

FILL = 202.26 CY

EXCAVATION = 289.43 CY

EARTWORK QUANTITIES:0.00

1.80

0.00

2.07

49+00.00

A


AV V


DATE DESCRIPTION

REVISIONS

NO.

SHEET








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


12.07

¡ OF CONSTRUCTION

12.57

¡ OF CONSTRUCTION

12.50

¡ OF CONSTRUCTION

TABULATION OF QUANTITIES

ITEM NO.

PAY

SHEET

REF.

FINALPLANFINAL PLANFINALPLAN FINALPLAN

DESCRIPTION

SHEET NUMBERS

UNIT

FINALPLANFINAL PLANFINALPLAN FINALPLAN PLANFINALPLANFINALPLAN FINALPLANFINAL

TOTAL

GRAND

SHEET

THIS

TOTAL

27 28 29 30

710-11-111

711-11-111

700- 1-60

700- 1-11

PAINTED SOLID TRAFFIC STRIPE (6" WHITE)

THERMOPLASTIC SOLID TRAFFIC STRIPE (6" WHITE)

LF

AS

AS

SINGLE POST SIGN (REMOVED)

66

66

1 2

1 2

344

344

711-11-123 THERMOPLASTIC SOLID TRAFFIC STRIPE (12" WHITE)

PAINTED SOLID TRAFFIC STRIPE (12" WHITE)710-11-123 LF

LF

711-11-125 THERMOPLASTIC SOLID TRAFFIC STRIPE (24" WHITE)

710-11-125 PAINTED SOLID TRAFFIC STRIPE (24" WHITE) LF

LF

SINGLE POST SIGN (FURNISH & INSTALL)

22

22

126

126

3/19/2014abustamante G:\Lyons Road Sidewalk\DESIGN YEAR 2012\MicroStation Files\signing\TABQSP01.DGN11:29:26 AM

26

DATE DESCRIPTION

REVISIONS

NO.

SHEET

MARKINGS

SIGNING AND PAVEMENT COUNTY PROJECT NO.COUNTY ROAD







LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


1 1

3 3

430 430

126 126

22 22

430 430

126 126

22 22

700- 1-50 AS

3 3

1SINGLE POST SIGN (RELOCATED)

LF

20

29

+60.0

0

35

+20.0

0

27

NORTH

10 40

Feet

0

3031 32 33 34

35

E

E

EXIST. WHITE SKIP

LIM

IT

SP

EE

D

45

700- 1-50R2-1

3/19/2014abustamante G:\Lyons Road Sidewalk\DESIGN YEAR 2012\MicroStation Files\signing\plansp35.dgn11:29:34 AM

DATE DESCRIPTION

REVISIONS

NO.

SHEET

MARKINGS








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


35

+20.0

0

40

+80.0

0

28

NOR

TH

10 40

Feet

0

EXIST. WHITE SKIP

EXIST. 6" WHITE

3637 38 39

40

E

E

6" WHITEEXIST. 6" WHITE

EXIST. WHITE SKIP

STA 40+14.00

MATCH EXISTING

MARKINGS AND

BEGIN PAVEMENT


DATE DESCRIPTION

REVISIONS

NO.

SHEET

MARKINGS








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


40+80.0

046+40.0

0

29

NORTH

10 40

Feet

0

EXIST. 6" WHITE

41

42

43 44

45

46

E

E

E

6" WHITE

REMOVE EXIST. SIGN

EXIST. WHITE SKIP

STA 44+24.00

MATCH EXISTING

MARKINGS AND

END PAVEMENT

700- 1-1130"x30"W4-2R


DATE DESCRIPTION

REVISIONS

NO.

SHEET

MARKINGS








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY


46+40.0

052+00.0

0

30

NORTH

10 40

Feet

0

47

4849 50

51

52

EXIST. WHITE SKIP

MERGE

CE

STOP

EN

DS

LA

NE

RIG

HT

REMOVE EXIST. SIGN

REMOVE EXIST. SIGN

700- 1-1124"x24"

R1-1

700- 1-1130"x30"W9-1R

59.11 LT48+63.24

70.84 LT48+72.92

77 FT

EXIST. 6" WHITE

STA 48+50.00

PAVEMENT MARKINGS

MATCH EXISTING

BEGIN 6" WHITE AND

6" WHITE

12" WHITE

12" WHITE

24" WHITE


DATE DESCRIPTION

REVISIONS

NO.

SHEET

MARKINGS








LICENSE NO. 49534


ENGINEER OF RECORD

BR WARDCOUNTY
