city contract plans - broward county, florida line expressway f l o r i d a bartow s ... broward...

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

1095

4

4

275

295

75

10

75

75

95

75

75

TURNPIK

E

BEE LINE

EXPRESSWAY

FLOR

IDA S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

0 1 2

N

MILES

SHEET NO. SHEET DESCRIPTION

P.E. NO.:

BROWARD COUNTYDEPARTMENT OF PUBLIC WORKS

CONTRACT PLANS

DATE DESCRIPTIONENGINEER OF RECORD:

KEY SHEET REVISIONS

COMPONENTS OF CONTRACT PLANS SET

GOVERNING STANDARDS AND SPECIFICATIONS:

AS AMENDED BY CONTRACT DOCUMENTS.

FLORIDA DEPARTMENT OF TRANSPORTATION,

AND STANDARD SPECIFICATIONS FOR ROAD AND

APPLICABLE DESIGN STANDARDS MODIFICATIONS: July 1, 2011

"Design Standards" at the following web site:

DESIGN STANDARDS DATED 2010

BRIDGE CONSTRUCTION DATED 2010

INDEX OF PLANS

1

PROJECT LOCATION

PROJECT LOCATION

SIGNALIZATION PLAN

SIGNING & PAVEMENT MARKING PLAN

ROADWAY PLAN

BROWARD COUNTY PROJECT NO. 5387

MIRAMAR PARKWAY & SW 145th AVENUE

CLAUDIA RUSSELL, P.E.

72479

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

NO.

SHEET

G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\KEYSSG01.dgn3/9/2012 4:48:52 PMlkitchen

POMPANO BEACH, FL 33069-5101

1600 BLOUNT ROAD

BROWARD COUNTY HIGHWAY AND BRIDGE MAINTENANCE DIVISION

FORT LAUDERDALE, FL. 33309

2300 W COMMERCIAL BLVD.

BROWARD COUNTY TRAFFIC ENGINEERING DIVISION

1 N. UNIVERSITY DRIVE, SUITE 300, PLANTATION, FL. 33324-2038

BROWARD COUNTY HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

CONTRACT PLANS PREPARED BY:

THE SCALE OF THESE PLANS MAYNOTE:

HAVE CHANGED DUE TO REPRODUCTION.

12

11

10

9

8

7

6

3-5

2

1

CITY OF MIRAMAR ROADWAY STANDARD DETAIL SHEET

MAST ARM & FOUNDATION DETAILS

MAST ARM ASSEMBLIES

MAST ARM TABULATION

SIGNALIZATION PLAN

SIGNING & PAVEMENT MARKING PLAN

ROADWAY PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

821

COOPER

PEMBROKE

TO

FLORIDA CITY

Fla.

Homestead

M I R A M A R

75

93

820

C O U N T Y

C-9

C-9

Sna

keCr.

Canal

Snake Creek Canal

TO

MIAMI

823

822

858

SW 148

Ave.

SW 142

Ave.

SW 136 Ave.

SW 16

0 Ave.

SW 72 St.

SW 185

Way

Stirling Road

Turnpike

Pal

mAve.

824

Miramar Parkway

Red

Road

Hollywood Blvd. (Pines Blvd.)

pavement markings & signs)

(does not include approval of

BY: , DATE:

FOR PAVING, GRADING AND DRAINAGE

PUBLIC RIGHT OF WAY APPROVAL

WITH PLAN REQUIREMENTS

PLAN CONSISTANT

AND ENGINEERING DIVISION

BROWARD COUNTY HIGHWAY CONSTRUCTION

Bid No. Q1032205B1


ITEM NO.

PAYDESCRIPTION UNIT

FINAL

3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\TABQSG01.DGN4:48:53 PM

ORIGINAL ORIGINAL FINAL

TOTAL

GRAND

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEET


PUBLIC WORKS DEPARTMENT

HIGHWAY CONSTRUCTION & ENGINEERING DIVISION

CITY INTERSECTION COUNTY PROJECT NO.

BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:

BR WARD 2 MIRAMAR PARKWAY

AND SW 145th AVE

6

FINAL

ORIGINAL

7

FINAL

ORIGINAL

8

FINAL

ORIGINAL FINAL

ORIGINAL

SHEET NUMBER

1

8

1

1

1

3

1

2

1

3

2

1

2

1

8

3

50

1

17

1

40

525

1

3

1

2

1

3

2

1

2

1

8

3

50

1

17

1

40

525

1

103

8

68

281

1.5

4,050

36

36

14

120

ITS Field Cellular Ethernet Switch

18" Solid Traffic Stripe (Yellow) (Thermoplastic)

6" Solid Traffic Stripe (Yellow) (Thermoplastic)

Directional Arrows

Thermoplastic, Standard, White, Message

6" 2/4 Skip Traffic Stripe (White) (Thermoplastic)

6" 10/30 Skip Traffic Stripe (White) (Thermoplastic)

24" Solid Traffic Stripe (White) (Thermoplastic)





Painted Pavement Markings, Final Surface

Painted Pavement Markings, Yellow, Island Nose

Reflective Pavement Markers

Sign Panels, F & I, 15 OR <

Multi Post Sign, F & I

Single Post Sign, Remove

Single Post Sign, F & I

Internally Illuminated Sign, F & I

Traffic Controller Assembly, One Preemption

Pedestrian Detector with Sign

Pedestrian Detector, Pole Mounted

Vehicle Detector Assembly (Video)

Signal Auxiliary (Aluminum Pedestal)

Pedestrian Signals (LED-Count Down) (2 Way)

Pedestrian Signals (LED-Count Down) (1 Way)

Traffic Signal (5 Sections, 1 Direction, Standard)

Traffic Signal (3 Sections, 1 Direction, Standard)

Mast Arm Assembly(Standard) Install Only

Electric Service Wire

Electric Power Service

Pull Box (Fiber Optics)

Pull Box

Cable (Signal)

Conduit (Underground)

Directional Bore, 6" to less than 12" Dia.

Concrete Sidewalk, 6" Thick

Traffic Separator 4" Wide

Type F Concrete Curb and Gutter

Asphaltic Concrete Type S1 (1-1/4")

Asphaltic Concrete Type S3 (3/4")

Milling Existing Asphalt Pavement (3/4" Average Depth)

Optional Base, base group 11, Limerock LBR 100

Type B Stabilization

Regular excavation

Removal of Existing Concrete

Traffic Control Officer

Maintenance of Traffic

Mobilization

EA

LF

NM

EA

EA

LF

GM

LF

LF

LF

LF

NM

LS

SF

EA

EA

EA

EA

EA

EA

AS

EA

EA

LF

LF

TN

TN

SY

SY

SY

CY

SY

MH

LS

LS

784-1-X

711-11-224

711-11-211

711-11-170

711-11-160

711-11-151

711-11-131

711-11-125

711-11-124

711-11-123

711-11-122

711-11-111

710-90

710-11-290

706-3

700-48-18

700-21-11

700-20-60

700-20-11

699-1-1

670-5-131

665-13

665-11

663-74-15

659-107

653-192

653-191

650-1-511

650-1-311

649-33-000

639-2-1

639-1-23

635-1-15

635-1-11

632-7-1

630-1-12

555-1-2

522-2

520-5-41

520-1-10

-

-

327-70-19

285-711

160-4

120-1

110-4

102-14

102-1

101-1

EA

EA

AS

AS

AS

AS

EA

LF

AS

EA

EA

PI

LF

LF

SY

16

0.11

6

1

54

0.045

152

100

400

505

0.22

1

23

81

1

2

2

103

8

68

281

1.5

4,050

36

36

14

120

16

0.11

6

1

54

0.045

152

100

400

505

0.22

1

23

81

1

2

2



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\GNNTSG01.DGN4:48:55 PM

GENERAL NOTES

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEETPUBLIC WORKS DEPARTMENT



BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:

BR WARD

MIRAMAR PARKWAY

& SW 145th AVE 3

TRACY STERN

NEWBOLD

LEONARD MAXWELL-

MIKE OROPEZA

BOB BLOUNT

STEVE MASSIE

CONTACT

1-800-868-9554

954-447-8405

954-883-6811

954-357-8242

305-222-8745

TELEPHONE No.

GALVANIZED STEEL METAL CONDUIT.

ALL REFERENCES IN THE PLAN TO RIGID CONDUIT SHALL BE INSTALLED AS1.

CONDUIT

FLORIDA POWER & LIGHT

COMCAST CABLE

CITY OF MIRAMAR

DIVISION

BROWARD COUNTY TRAFFIC ENGINEERING

ATT/ DISTRIBUTION

COMPANY

NECESSARY DURING CONSTRUCTION.

BE DETERMINED BY THE CONTRACTOR AND THE UTILITY REPRESENTATIVE WHEN

COMPANY LOCATES THEIR FACILITIES. THE LOCATION OF EXISTING UTILITIES SHALL

JOB SITE. A CONTRACTOR�S REPRESENTATIVE SHALL BE PRESENT WHEN THE UTILITY

(2) BUSINESS DAYS OR 48 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE

FLORIDA INC. (1-800-432-4770 OR 811) AND UTILITY OWNERS LISTED BELOW TWO

THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF 8.

CONSTRUCTION.

SHALL BE REFLECTED IN THE CONTRACTOR’S BID UNIT PRICE FOR MAST ARM

DEACTIVATE LINES IF NECESSARY. THE EQUIPMENT AND/OR THE FPL COORDINATION

THE MAST ARM AND ITS FOUNDATION. CONTRACTOR SHALL COORDINATE WITH FPL TO

ARMS MAY LIMIT THE TYPE OF EQUIPMENT THAT CAN BE USED IN CONSTRUCTION OF

CONDUCTORS IN CLOSE PROXIMITY TO THE LOCATIONS OF THE PROPOSED SIGNAL MAST

THE CONTRACTOR IS ADVISED THAT THE PRESENCE OF OVERHEAD ELECTRIC 7.

UNIT PRICE FOR ELECTRICAL POWER SERVICE ASSEMBLY.

REQUIRED. IF REQUIRED, THE FEE SHALL BE REFLECTED IN THE CONTRACTORS BID

PROVIDING ELECTRIC POWER TO DETERMINE IF A SERVICE PROCESSING FEE IS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY 6.

BOXES.

OF FPL SERVICE POINT PRIOR TO INSTALLING CONDUIT, DISCONNECT, AND PULL

THE CONTRACTOR SHALL COORDINATE WITH FPL AND FIELD VERIFY LOCATION(S) 5.

AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.

PROTECTION, REPAIR AND/OR REPLACEMENT OF ALL UTILITIES THAT MAY BE

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION AND 4.

COMPACTING AROUND EXISTING UTILITIES.

USED BY THE CONTRACTOR WHEN EXCAVATING, INSTALLING, BACKFILLING AND

SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. EXTREME CAUTION SHALL BE

EXISTING UTILITIES, OR WHERE HAND-DIGGING IS SPECIFIED ON THE PLANS. NO

THE CONTRACTOR SHALL USE HAND EXCAVATION METHODS WHEN EXCAVATING NEAR 3.

FACILITIES.

UNDERGROUND CONFLICTS IN ADVANCE OF THE PLACEMENT OF ANY CONDUIT OR OTHER

SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO LOCATE ALL ABOVEGROUND AND

WITHIN THE DESIGN OR SPECIFIED PARAMETERS, AND THE SPECIFIED TIMEFRAME. IT

RESPONSIBILITY TO OBTAIN THE NECESSARY INFORMATION TO PLAN THEIR WORK

CONFLICTS WITH EXISTING UTILITIES ALONG THE ROUTE. IT IS THE CONTRACTOR’S

INSTALLED IS TO BE PLACED IN SUCH A MANNER SO AS TO TOTALLY AVOID ANY

IT IS THE INTENT OF THESE PLANS THAT THE PROPOSED EQUIPMENT TO BE 2.

UTILITIES SHALL REMAIN UNLESS OTHERWISE NOTED.

EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.

INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE

THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS IS BASED ON LIMITED 1.

UTILITIES

SURVEYOR AT (954) 577-4576 WITHOUT DELAY.

PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE BROWARD COUNTY

IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN 7.

TRANSPORTATION DESIGN STANDARDS REFERENCED IN THE KEY SHEET.

6. FOR INDEXES REFERRED TO IN THE PLANS SEE THE FLORIDA DEPARTMENT OF

c) "MARETPLACE PARTNERSHIP CENTER", PLAT BOOK 166, PG. 35, B.C.R.

b) "HALVORSEN REAL ESTATE CORP.", PLAT BOOK 166, PG. 20, B.C.R.

a) "WINDSOR PALMS", PLAT BOOK 160, PG. 17, B.C.R.

5. DATA SOURCES:

"LEICA TCR 702" TOTAL STATION AND "TDS RANGER 2001" DATA COLLECTION SYSTEM.

4. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A

THE SYMBOL. SYMBOLS MAY BE AT AN ENLARGED SCALE FOR CLARITY.

3. HORIZONTAL LOCATION OF FEATURES DEPICTED HEREON IS TO THE CENTER OF

SW 148th AVENUE. ELEVATION = 7.878’ NGVD29.

WESTBOUND MIRAMAR PARKWAY EAST OF I-75, 200’ +/- WEST OF

AN "X" CUT IN TOP OF SOUTHERNMOST BOLT OF BASE FOR I-75 SIGN.

BENCHMARK REFERENCE: BROWARD COUNTY BENCHMARK # 2724, BEING2.

OF BROWARD COUNTY.

THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS

THERE MAY BE ADDITIONAL EASEMENTS, RIGHTS-OF-WAY, OR OTHER RESTRICTIONS 1.

SURVEY

CONTACT THE ENGINEER OF RECORD.

STANDARDS PRIOR TO INSTALLING STRUCTURAL MATERIAL. IF A DISCREPANCY IS FOUND,

MEET VERTICAL CLEARANCE REQUIREMENTS SPECIFIED IN FDOT, MUTCD, AND COUNTY

THE CONTRACTOR SHALL VERIFY THAT ALL STRUCTURES ARE SET TO ELEVATIONS THAT WILL

STRUCTURES OF INCORRECT ORIENTATION SHALL BE REPLACED AT CONTRACTOR’S EXPENSE.

THE CONTRACTOR SHALL VERIFY STRUCTURE ORIENTATION PRIOR TO PLACEMENT. 1.

STRUCTURES

PROGRESSES. SOD SHALL BE INCIDENTAL TO OTHER ITEMS.

AND PROPERTY DUE TO EROSION ON ALL NEWLY GRADED CUT AND FILL SLOPES AS WORK

SOD SHALL BE PLACED AT LOCATIONS TO PREVENT DAMAGE TO ADJACENT FACILITIES 2.

CONSIDERED INCIDENTAL TO THE PROJECT.

ABATEMENT OF EROSION AND WATER POLLUTION. THE COST OF THIS COMPLIANCE SHALL BE

OF THE FDOT STANDARD SPECIFICATIONS REGARDING THE PREVENTION, CONTROL, AND

THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN SECTION 104 1.

POLLUTION PREVENTION

SURFACE SHALL MATCH THE SLOPE OF THE EXISTING SURFACE.

RETENTION AREA/POND, NOR IN A CURB RAMP. PULLBOXES INSTALLED ALONG A SLOPED

PAVEMENT. PULL BOXES SHALL NOT BE LOCATED AT THE BOTTOM OF ANY DITCH OR

THEN PULL BOXES SHALL BE PLACED AT LEAST 10 FEET FROM THE EDGE OF GUTTER,

PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND 15.

TO ANY FURTHER WORK ACTIVITY.

WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR

ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY

THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT 14.

PROPOSED LOCATION MUST BE PRE-APPROVED BY THE COUNTY IN WRITING.

NECESSARY TO ACCOMMODATE EXISTING FIELD CONDITIONS. VARIATIONS FROM THE

BE APPROXIMATE. FIELD ADJUSTMENT OF ALL PROPOSED EQUIPMENT MAY BECOME

THE LOCATION OF ALL PROPOSED EQUIPMENT TO BE INSTALLED SHALL BE CONSIDERED TO

OFFSETS TO POLES, CABINETS AND PULL BOXES ARE TO THE CENTER OF THOSE ITEMS. 13.

GENERAL PUBLIC AND THE RESIDENCES ALONG THE PROPOSED CONSTRUCTION AREA.

CONTRACTOR FROM THEIR RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE

NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE THE 12.

PLACEMENT OF THE FOUNDATION IF THE LOCATION HAS CHANGED FROM THE PLAN.

FINAL LOCATIONS OF ALL CABINETS SHALL BE APPROVED BY THE ENGINEER PRIOR TO 11.

DOES NOT CONSTITUTE A PERMIT FOR CONSTRUCTION.

CONSTRUCTION IN THE PUBLIC RIGHT OF WAY. APPROVAL OF PLANS BY BROWARD COUNTY

PROJECT FOR APPLICABLE CITIES, COUNTY, AGENCIES, AND FDOT PRIOR TO COMMENCING

THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED FOR THE 10.

CONTROL PHASES WITH ANY CONTRACTOR WITHIN OR ADJACENT TO PROJECT LIMITS.

CONTRACTOR SHALL COORDINATE ANY AND ALL CONSTRUCTION ACTIVITIES AND TRAFFIC

CONSTRUCTION SCHEDULE AND FOR THE AMOUNT OF COORDINATION REQUIRED. THE

BE NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE

CONSTRUCTION CONCURRENTLY WITH THIS PROJECT AND THAT COORDINATION EFFORTS MAY

THE CONTRACTOR SHALL BE ADVISED THAT OTHER PROJECTS MAY BE UNDER 9.

PROJECT.

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS IS INCIDENTAL TO THE COST OF THE

THE LIMITS OF CLEARING AND GRUBBING WHICH IS NECESSARY FOR THE PROPER

THE REMOVAL OF CONCRETE CURB & GUTTER AND FLEXIBLE PAVEMENT IN AREAS BEYOND 8.

NECESSARY IN STABILIZATION OPERATIONS AT THOSE LOCATIONS.

EXTEND INTO THE STABILIZED PORTION OF THE ROAD BED AND EXTREME CAUTION WILL BE

SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT SOME DRAINAGE STRUCTURES 7.

UNLESS OTHERWISE NOTED.

EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN, 6.

POURING CONCRETE.

5. A FORM INSPECTION SHALL BE PERFORMED AND APPROVED BY INSPECTOR PRIOR TO

JOINTS.

SAW CUTTING OF THE EXISTING SIDEWALK SHALL BE MADE ONLY AT THE NEAREST FLAG 4.

COUNTY MINIMUM STANDARDS.

CONTRACTOR’S EXPENSE, TO ORIGINAL CONDITION OR BETTER AS STATED IN THE BROWARD

ALL DISTURBED AREAS, INCLUDING PAVEMENT MARKINGS, SHALL BE RESTORED, AT THE 3.

EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR’S EXPENSE.

PRIOR TO THE START OF CONSTRUCTION. ANY SUBSEQUENT DAMAGE TO THE SIGNAL

IS ASSUMED TO BE IN GOOD WORKING ORDER UNLESS BCTED IS NOTIFIED IN WRITING

ALL EXISTING SIGNALIZATION EQUIPMENT TO REMAIN, INCLUDING LOOP ASSEMBLIES, 2.

IN THE ABOVE REFERENCED DOCUMENTS.

BROWARD COUNTY TRAFFIC ENGINEERING REQUIREMENTS THAT MEET OR EXCEED THOSE FOUND

TRAFFIC ENGINEERING DIVISION STANDARDS AND SPECIFICATIONS, AND ANY OR ALL

STANDARDS (STANDARD INDEXES), BROWARD COUNTY MINIMUM STANDARDS, BROWARD COUNTY

FOR ROAD AND BRIDGE CONSTRUCTION (STANDARD SPECIFICATIONS), FDOT DESIGN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FDOT STANDARD SPECIFICATIONS

ACCORDANCE WITH THE EDITIONS OF THE FOLLOWING, REFERENCED IN THE KEY SHEET:

ACCEPTANCE, AND PAYMENT FOR ALL ITEMS REQUIRED IN THESE PLANS SHALL BE IN

UNLESS OTHERWISE NOTED IN THE TECHNICAL SPECIFICATIONS: INSTALLATION, 1.

GENERAL

ALL MATERIAL PROPOSED FOR THIS PROJECT.

APPROVAL EQUIPMENT SPECIFICATIONS, SHOP DRAWINGS OR DESIGN DATA FOR

PRIOR TO ANY EQUIPMENT ORDER, THE CONTRACTOR SHALL SUBMIT FOR 2.

FORT LAUDERDALE, FL 33309

2300 W COMMERCIAL BLVD,


SUBMITTALS.

OFFICE BELOW. THE CONTRACTOR SHALL ALLOW FOR 14 DAY TURN AROUND ON

ALL SUBMITTAL DATA SHOULD BE SUBMITTED TO SHARON GROSS TO THE 1.

SUBMITTALS

STIPULATED IN THE CONTRACT.

CONTRACTOR SHALL PROVIDE AS-BUILT AND AS-INSTALLED DRAWINGS AS

LOCATION OF THE PLAN. UPON FINAL INSPECTION AND ACCEPTANCE, THE

IF THE LOCATION OF ANY VERTICAL PLACEMENT VARIES FROM THE DESIGNATED

THE CONTRACTOR SHALL SUBMIT A SKETCH TO THE ENGINEER FOR APPROVAL, 2.

BCTED’S INSPECTION PROCEDURE.

AGENCY. THE CONTRACTOR SHALL BE REQUIRED TO BECOME FAMILIAR WITH

TO SIGNAL CONDITIONAL ACCEPTANCE INSPECTION BY THE MAINTAINING

IN FDOT STANDARDS AND BRIDGE SPECIFICATIONS SECTION 611, 7 DAYS PRIOR

CONSTRUCTION PLANS TO THE ENGINEER AND MAINTAINING AGENCY AS DEFINED

THE CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF MARKED UP (AS-BUILT) 1.

AS-BUILTS

CONSTRUCTION AND ENGINEERING DIVISION AT 954-577-4600.

THE PUBLIC RIGHT OF WAY. CONTACT THE BROWARD COUNTY HIGHWAY

INSPECTION REQUIRED IS 24 HOURS PRIOR TO COMMENCING ANY WORK IN 4.

USE BY THE INSPECTOR.

EQUIPMENT INCLUDING A TWO MAN BUCKET TRUCK OR PLATFORM LIFT TRUCK FOR

IN AN INSPECTION, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY 3.

TIMES.

PERMIT SET OF CONSTRUCTION PLANS AVAILABLE ON THE PROJECT SITE AT ALL

CONTRACTOR SHALL HAVE THE APPROVED SHOP DRAWINGS AND COMPLETE 2.

CONTRACT DOCUMENTS.

ALL FINAL INSPECTIONS ARE TO BE SCHEDULED IN ACCORDANCE WITH 1.

INSPECTIONS



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

NO.

SHEET


5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

GENERAL NOTES




BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:

BR WARD

MIRAMAR PARKWAY

& SW 145th AVE 4

(BCTED) 954-357-8242.

FIBER OPTIC CABLE - (ROBERT BLOUNT) BROWARD COUNTY TRAFFIC ENGINEERING DIVISION

ENGINEERING DIVISION (BCTED) 954-847-2702.

COPPER INTERCONNECT CABLE - (BRET HENDERSON) BROWARD COUNTY TRAFFIC

OWNERS/CONTACT PERSON" TABLE:

INCLUDE THE FOLLOWING IN ANY NOTICE OF UTILITY OWNERSHIP OR WITHIN A "UTILITY

3:00PM.

DISRUPTION SHALL BE DURING OFF PEAK HOURS BEGINNING AT 9:00AM AND ENDING AT

NO MORE THAN THREE (3) CONSECUTIVE BUSINESS DAYS. WHERE POSSIBLE, THE

TELEPHONE NUMBER, PURPOSE, LOCATION AND DURATION. THE DISRUPTION SHALL LAST FOR

[email protected]. NOTIFICATION SHALL INCLUDE CONTACT PERSON,

CONVEYED VIA ELECTRONIC MAIL (EMAIL) TO THE COMMUNICATIONS MANAGER AT

THE BROWARD COUNTY TRAFFIC ENGINEERING DIVISION. THIS NOTIFICATION SHALL BE

PERFORM WORK, THE CONTRACTOR SHALL PROVIDE TWO DAY ADVANCE NOTICE IN WRITING TO

WHEN COMMUNICATIONS TO AN INTERSECTION MUST BE DISRUPTED BY A CONTRACTOR TO

FIBER OPTIC CABLE NOTIFICATION CONTACT PERSON

3:00PM.

DISRUPTION SHALL BE DURING OFF PEAK HOURS BEGINNING AT 9:00AM AND ENDING AT

NO MORE THAN THREE (3) CONSECUTIVE BUSINESS DAYS. WHERE POSSIBLE, THE

TELEPHONE NUMBER, PURPOSE, LOCATION AND DURATION. THE DISRUPTION SHALL LAST FOR

[email protected]. NOTIFICATION SHALL INCLUDE CONTACT PERSON,

CONVEYED VIA ELECTRONIC MAIL (EMAIL) TO THE TRAFFIC SIGNAL SUPERVISOR AT

THE BROWARD COUNTY TRAFFIC ENGINEERING DIVISION. THIS NOTIFICATION SHALL BE

PERFORM WORK, THE CONTRACTOR SHALL PROVIDE TWO DAY ADVANCE NOTICE IN WRITING TO

WHEN COMMUNICATIONS TO AN INTERSECTION MUST BE DISRUPTED BY A CONTRACTOR TO

COPPER INTERCONNECT CABLE NOTIFICATION CONTACT PERSON

PROCEDURE FOR NOTIFICATION OF COMMUNICATION DISRUPTION


[email protected] OR 954-357-8242.

OF YOUR PROJECT LIMITS CONTACT THE COMMUNICATIONS MANAGER AT

IF THERE ARE FIBER OPTIC CABLE/S WITHIN YOUR PROJECT LIMITS OR WITHIN 1500 FEET

[email protected] OR 954-847-2702.

1500 FEET OF YOUR PROJECT LIMITS CONTACT THE TRAFFIC SIGNAL SUPERVISOR AT

IF THERE ARE COPPER INTERCONNECT CABLE/S WITHIN YOUR PROJECT LIMITS OR WITHIN

MEET THESE STANDARDS AND SPECIFICATIONS.

COUNTY TRAFFIC ENGINEERING DIVISION WILL NOT ACCEPT ANY PROJECTS THAT DO NOT

COMMUNICATIONS POLICIES AND PROCEDURES FOR ADDITIONAL INFORMATION. BROWARD

COMMUNICATION INFRASTRUCTURE" DOCUMENT. PLEASE REFER TO (BCTED’S)

EDITION OF THE MINIMUM STANDARDS AND THE "STANDARDS AND SPECIFICATIONS -

EXISTING COMMUNICATIONS STRUCTURE SHALL COMPLY WITH BROWARD COUNTY’S LATEST

FURNISHED FOR THE PURPOSES OF: NEW INSTALLATION, REPLACEMENT, OR REPAIR OF THE

FOR FULL FUNCTIONALITY WITH THE EXISTING BCTED’S UTCS OPERATION. ANY MATERIAL

SHALL COMPLY WITH THE LATEST REQUIREMENTS AS STATED BY BCTED AND SHALL PROVIDE

CONDUIT, TERMINATION DEVICE, JUNCTION BOX, AND COMMUNICATIONS INTERFACE PANEL

CONTROLLER CABINET, CONTROLLER, TELEMETRY UNIT, COMMUNICATIONS CABLE, PULL BOX,

EQUIPMENT IS BROWARD COUNTY TRAFFIC ENGINEERING DIVISION (BCTED). ANY SUPPLIED

THE AGENCY RESPONSIBLE FOR MAINTENANCE OF THE TRAFFIC SIGNALS AND RELATED

REPAIRED AT THE CONTRACTOR’S EXPENSE.

OTHER SIGNAL OR OTHER SYSTEMS EQUIPMENT DAMAGED BY THE CONTRACTOR SHALL BE

AND/OR CONDUIT, TELEPHONE INTERFACE EQUIPMENT, PULL/JUNCTION BOXES, AND ANY

COMMUNICATIONS INTERCONNECT MAY EXTEND THROUGHOUT THE PROJECT. CABLE RUNS

THE CONTRACTOR SHALL BE AWARE THAT AT&T TELEPHONE DROPS AND SYSTEM 4.

WITH THE INSTALLATION OF THE NEW INTERCONNECT CABLE.

CLOSURES IS NOT PERMITTED. THE CONTRACTOR SHALL BEAR ALL EXPENSES ASSOCIATED

AT THE END OF THE RUN. SPLICING OF FIBER INTERCONNECT CABLE BETWEEN SPLICE

BE REPLACED AS AN ENTIRE RUN AND SHALL BE RE-SPLICED WITHIN THE SPLICE CLOSURE

ANY FIBER INTERCONNECT CABLE THAT IS CUT OR DAMAGED DURING CONSTRUCTION MUST 3.

NEW INTERCONNECT CABLE.

THE CONTRACTOR SHALL BEAR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF THE

CONTROLLER CABINET. SPLICING OF COPPER INTERCONNECT CABLE IS NOT PERMITTED.

MUST BE REPLACED AS AN ENTIRE RUN AND SHALL BE TERMINATED IN A JUNCTION BOX OR

ANY COPPER INTERCONNECT CABLE THAT IS CUT OR DAMAGED DURING CONSTRUCTION 2.

CONDUIT, TO THE NEW CONTROLLER.

CONTROLLER BACK TO THE NEAREST PULL BOX AND REROUTE IT FROM THERE, THROUGH NEW

THE CONTRACTOR SHALL REMOVE THE SIGNAL INTERCONNECT CABLE FROM THE EXISTING 1.

COMMUNICATIONS

NECESSARY TO MAINTAIN A SAFE AND EFFICIENT FLOW.

TRAFFIC CONTROL DEVICES, FLAGGER PERSONNEL, AND LAW ENFORCEMENT PERSONNEL AS

SIGNAL EQUIPMENT, THE CONTRACTOR SHALL PROVIDE, AT THEIR EXPENSE, TEMPORARY

DURING THE TIME THE CONTRACTOR IS RESTORING ALL MALFUNCTIONING TRAFFIC 2.

IMPLEMENTATION.

TO THE BCTED’S CENTRAL COMPUTER SITE AT 954-847-2770 PRIOR TO THEIR

MODIFICATIONS TO THE TRAFFIC SIGNAL OPERATIONS, THESE CHANGES MUST BE REPORTED

IF THE CONTRACTOR IS REQUIRED BY BROWARD COUNTY TO DEVELOP AND IMPLEMENT

EDITION OF THE FDOT DESIGN STANDARDS, MUTCD, AND FDOT STANDARD SPECIFICATIONS.

THE TRAFFIC CONTROL PLANS FOR THE PROJECT SHALL COMPLY WITH THE LATEST 1.

TRAFFIC CONTROL

WITHIN 24 HOURS.

SHALL BE RESPONDED TO BY THE CONTRACTOR WITHIN TWO HOURS AND SHALL BE REPAIRED

TRAFFIC PAY ITEM NUMBER. ALL REPORTED MALFUNCTIONS OF THE COMMUNICATIONS SYSTEM

TEMPORARY LINES AND CONNECTIONS, SHALL BE PAID FOR UNDER THE MAINTENANCE OF

FLORIDA. COST OF MAINTAINING COMMUNICATION WITH THE CENTRAL SITE, INCLUDING

CONTRACTOR WITH OVERSIGHT BY A TRAFFIC ENGINEER REGISTERED IN THE STATE OF

DEVELOPMENT AND IMPLEMENTATION OF THE TBC PROGRAM IS TO BE PERFORMED BY THE

UTILIZED ONLY IF PROVISION OF THE TEMPORARY LINES IS NOT FEASIBLE. THE

CONNECTIONS AS NECESSARY. A TIME-BASED-COORDINATION (TBC) SYSTEM IS TO BE

LINES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY LINES AND

TEMPORARY SIGNALIZATION VIA INTERCONNECT COMMUNICATION CABLE OR TELCO PHONE

THE CONTRACTOR SHALL MAINTAIN ON-LINE COMMUNICATIONS OF EXISTING OR 7.

NECESSARY.

ZONE FLASHERS. CONTRACTORS SHALL PROVIDE TEMPORARY LINES AND CONNECTIONS IF

RAILROAD FLASHING BEACONS, RAILROAD PRE-EMPTION, FIRE PRE-EMPTION AND SCHOOL

ALL SIGNALIZED LOCATIONS DURING CONSTRUCTION. THIS SHALL INCLUDE INTERCONNECT,

EXISTING COMMUNICATIONS OR COMMAND WIRE CONNECTIONS SHALL BE MAINTAINED AT 6.

AT CONTRACTOR’S EXPENSE.

PERIOD, SUCH SIGNS AND SIGNALS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR

THE COUNTY. IF ANY SIGNS OR SIGNALS ARE DAMAGED OR LOST DURING THE CONSTRUCTION

MAINTAINED AND PROTECTED BY THE CONTRACTOR FOR AS LONG AS DEEMED NECESSARY BY

ALL EXISTING REGULATORY AND INFORMATIONAL SIGNS AND TRAFFIC SIGNALS SHALL BE 5.

BURLAP OR TURNED BACK UNTIL THIS TIME.

THAN FOURTEEN DAYS PRIOR TO THE INSPECTION. SIGNAL HEADS MUST BE BAGGED WITH

NEW SIGNAL LOCATIONS SHALL BE FLASHED NO LESS THAN THREE DAYS, AND NO MORE 4.

THE CONTRACTOR FOR MAINTENANCE OF THE SIGNAL.

AUTHORIZED IN WRITING BY BCTED. IF THIS NEED ARISES, BCTED WILL NEGOTIATE WITH

EARLY "TURN-ON" OF ANY NEW SIGNAL INSTALLATION WILL ONLY BE PERMITTED IF 3.

LOCAL STREET: 4 FEET WIDE

2 LANE COLLECTOR: 5 FEET WIDE

4 LANE COLLECTOR: 5 FEET WIDE

ARTERIAL STREET: 6 FEET WIDE

WIDTH OF SIDEWALKS SHALL BE AS FOLLOWS:

CONSTRUCTED IN ACCORDANCE WITH THE FDOT ROADWAY DESIGN STANDARDS INDEX 310.

JOINTS SHALL BE USED. SIDEWALK MUST BE SEPARATE FROM THE TRAVEL WAY AND BE

OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180. OPEN TYPE EXPANSION

SIDEWALK SUB-GRADE SHALL BE GRUBBED, COMPLETELY DEMUCKED AND COMPACTED TO 98%

CONCRETE SIDEWALKS SHALL BE SIX (6") INCHES THICK, CLASS 1, 3000 PSI. 19.

RELAYING ASPHALT.

ALL REPAIRS TO EXISTING PAVEMENT SHALL RECEIVE SAW-CUT EDGES PRIOR TO 18.

SHALL BE SUBMITTED TO THE CITY.

CONTRACT DOCUMENTS BEARING RATIOS, SIEVE ANALYSIS AND DENSITIES REQUIRED BY THE

MATERIAL, SUB-GRADE AND BASE AND ANY SUBSEQUENT CHANGES IN MATERIALS. LIMEROCK

LABORATORY PROCTOR COMPACTION TESTS (T-180) SHALL BE PERFORMED ON ALL 17.

SQUARE FEET OF FINISHED PAVEMENT.

BASE AND SUB-GRADE DENSITY TESTS SHALL BE CONDUCTED FOR A MAXIMUM 7000 16.

TACK COAT TO BE USED BETWEEN PAVING LIFTS.

TWO LIFTS. FIRST LIFT TO BE 1-1/4" TYPE S1. SECOND LIFT TO BE 3/4" TYPE S3.

ASPHALT CONCRETE: THE WEARING SURFACE SHALL BE TWO (2) INCHES APPLIED IN 15.

AND SPECIFICATIONS OF SECTION 300 OF FDOT STANDARDS SPECIFICATIONS.

PER SQUARE YARD. PRIME AND TACK COAT FOR BASE SHALL CONFORM TO THE REQUIREMENTS

PRIME COAT FOR LIMEROCK BASES SHALL BE APPLIED AT A RATE OF 0.25 GALLONS 14.

DRY DENSITY AS DETERMINED BY AASHTO-T-180 UNDER ALL PAVED AREAS.

BASE MATERIAL SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 98% OF MAXIMUM

MIAMI FORMATION, HAVING A MINIMUM PERCENTAGE OF CALCIUM AND MAGNESIUM OF 60.

100 AND SHALL BE A MINIMUM OF TWELVE (12") INCHES THICK, AND ORIGINATE FROM THE

LIMEROCK BASE COURSE SHALL HAVE A MINIMUM LIMEROCK BEARING (LBR) OF13.

AASHTO-T-180.

TWELVE (12") INCHES COMPACTED TO 98% OF MAXIMUM DRY DENSITY AS PER

MINIMUM LIMEROCK BEARING RATIO (LBR) OF 40. THE STABILIZED SUBGRADE SHALL BE

SUB-GRADE MATERIAL SUPPORTING THE ROADWAY AND SHOULDERS SHALL HAVE A 12.

FDOT CLASS A-5, A-7 OR A-8 SHALL BE ALLOWED.

RIGHT-OF-WAY AND UTILITY/DRAINAGE EASEMENTS SHALL BE REMOVED. NO MATERIAL OF

11. THE FULL DEPTH OF ALL EXISTING ORGANIC AND DELETERIOUS MATERIAL WITHIN THE

4’X4’X2’ TO 3’ DEEP TRENCH AT EACH END OF DIRECTIONAL BORE. 10.

A MINIMUM DEPTH REQUIREMENT FOR DIRECTIONAL BORE IS 15’.9.

NOTIFY THE CITY UPON COMPLETION OF THE JOB.8.

CONDITION AT JOB COMPLETION.

RESTORE ALL SOD, TREES, LANDSCAPE, SPRINKLERS AND SIDEWALK TO ORIGINAL7.

POLES AND HANDHOLES TO BE SET BACK A MINIMUM OF 4’ FROM FACE OF CURB.6.

HOUR PRIOR TO STARTING WORK.

CONTACT GLENFORD GAYLE AT 954-602-3308 (CITY’S ENGINEERING INSPECTOR) 48 5.

ALWAYS MAINTAIN 36" HORIZONTAL CLEARANCE BETWEEN UTILITIES AND NEW LINES.4.

ALWAYS MAINTAIN 18" VERTICAL CLEARANCE BETWEEN UTILITIES AND THE NEW LINE. 3.

WORK.

ALL CITY UTILITIES MUST BE LOCATED BY SOFT DIG METHODS BEFORE STARTING THE 2.

EXISTING UTILITIES IN THE VICINITY OF THE WORK AREA.

IT IS THE CONTRACTOR’S AND UTILITY COMPANY’S RESPONSIBILITY TO LOCATE ALL THE

CITY DOES NOT GUARANTEE THE COMPLETENESS OF THE EXISTING UTILITIES, AS SHOWN.

LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS. THE

THE CITY OF MIRAMAR ASSUMES NO RESPONSIBILITY OR ANY LIABILITY FOR THE1.

CITY OF MIRAMAR NOTES



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1


5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEET

GENERAL NOTES




BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:

BR WARD

MIRAMAR PARKWAY

& SW 145th AVE 5

TRANSFORMER-TYPE BASES.

659-107 ALL PEDESTALS SHALL BE PROVIDED WITH ALUMINUM BREAKAWAY

INTERNATIONAL STYLE LENSES AND COUNTDOWN FEATURES.

653-XXX LED PEDESTRIAN SIGNALS ARE TO BE SINGLE SECTION AND PROVIDED WITH

ON ALL BACK PLATES.

BACKPLATES AND TUNNEL VISORS. RETRO REFLECTIVE BACK PLATE BORDERS ARE REQUIRED

ORIENTATION OF HORIZONTAL SIGNAL HEAD ON A SKEWED ARM OR APPROACH. INCLUDES

ASTRO-BRACKET SHALL BE PROVIDED UNDER THIS PAY ITEM IF NEEDED FOR PROPER

BE PROVIDED FOR EACH SIGNAL SECTION OF A HORIZONTAL SIGNAL. AN ARTICULATED

HOLES AS REQUIRED UNDER SECTION 650-3.8 OF THE STANDARD SPECIFICATIONS, SHALL

650-5X-XXX ALL TRAFFIC SIGNAL HEADS SHALL BE STANDARD, NOT LIGHTWEIGHT. DRAIN

CONTRACTOR’S BID UNIT PRICE FOR MAST ARM CONSTRUCTION.

THE EQUIPMENT AND/OR THE FPL COORDINATION SHALL BE REFLECTED IN THE

ARM/POLE ASSEMBLY.

AND/OR OBJECTS BY THE CONTRACTOR PRIOR TO PROCUREMENT OF THE ASSOCIATED MAST

ASSEMBLY LOCATION SHALL BE FIELD VERIFIED AND IDENTIFIED AS FREE OF CONFLICTS

COUNTY’S APPROVAL AS REFERENCED IN FDOT SPECIFICATIONS. A GIVEN MAST ARM/POLE

SUBMITTAL OF A DRILLED SHAFT INSTALLATION PLAN PER INTERSECTION FOR THE

BE CORRECTED AT THE CONTRACTOR’S EXPENSES. PAYMENT INCLUDES THE DEVELOPMENT AND

EXISTING DEFECTS OR MISSING ITEMS. ITEMS NOT NOTED AT THE TIME OF PICK-UP SHALL

CONTRACTOR SHALL BE RESPONSIBLE AT THE TIME OF PICK-UP TO VERIFY AND NOTE ANY

NUTS, WASHERS, AND NUT COVERS FOR THE POLES SPECIFIED IN THE PLANS. THE

THE COUNTY WILL FURNISH THE MAST ARM POLE, ARM, CONNECTION BOLTS, ANCHOR BOLTS,

INCLUDING CSL TUBES.

ROAD IN POMPANO BEACH, DELIVERY TO EACH SITE, FOUNDATION CONSTRUCTION,

BROWARD COUNTY HIGHWAY & BRIDGE MAINTENANCE FACILITY LOCATED AT 1600 BLOUNT

649-33-000 BID PRICE FOR INSTALLATION OF MAST ARMS SHALL INCLUDE PICKUP AT

DISCONNECT.

SWITCHES PERMITTED. SURGE ARRESTOR SHALL BE WIRED ON THE LOAD SIDE OF THE

MOUNTED AT 8’ TO BOTTOM. DISCONNECT SHALL USE BREAKERS, NO FUSES OR EXTERNAL

SIGNAL DISCONNECT. STUB POLE SHALL BE EXPOSED 10’ ABOVE GRADE WITH DISCONNECT

639-1-XX INCLUDES THE COST OF PROVIDING CONCRETE STUB POLE TO MOUNT

COMMUNICATIONS MANAGER (954-357-8242) OR EMAIL AT [email protected]

COMMUNICATIONS EQUIPMENT SIX (6) WEEKS PRIOR TO FINAL INSPECTION WITH THE

784-1-X CONTRACTOR SHALL COORDINATE THE ORDER AND DELIVERY OF THE CELLULAR

ARMORED.

783-1-123 FIBER OPTIC CABLE SHALL BE AT MINIMUM 96 COUNT, SINGLE MODE AND

SIGN POSTS SHALL HAVE BREAKAWAY BASE.700-20-XX, 700-21-XX

LUMENS PER WATT. SIGNS SHALL BE SINGLE-SIDED AND RIGIDLY AFFIXED TO MAST ARMS.

699-1-XX ILLUMINATED STREET SIGNS SHALL BE LED TYPE, PRODUCING A MINIMUM OF 50

ANCHORS AND PULL BOXES (INCLUDING THOSE FROM JOINT USE FPL POLE).

INTERSECTION LIMITS NOT IDENTIFIED BY OTHER PAY ITEMS, SUCH AS ATTACHMENT GUYS,

690-100 INCLUDES THE REMOVAL OF TRAFFIC SIGNAL AND CONTROL DEVICES FROM

ITEM TO BE CORRECTED PRIOR TO FINAL APPROVAL OF THE INSTALLATION.

INSPECTION. ABSENCE OF SUCH RECEIPT SHALL BE RECORDED ON THE PUNCH LIST AS AN

THE CONTRACTOR SHALL PRESENT THE RECEIPT TO BCTED AT THE TIME OF SIGNAL

EQUIPMENT REMOVED FROM EACH LOCATION WAS RETURNED TO BCTED IN GOOD CONDITION.

CONTRACTOR’S LETTERHEAD. THIS ITEMIZED RECEIPT SHALL STATE THAT ALL OF THE

OBTAINED FROM THE SIGNAL SUPERVISOR IN THE FORM OF A SIGNED RECEIPT BEARING THE

PRIOR TO DELIVERY. WRITTEN ACKNOWLEDGEMENT OF EQUIPMENT RECEIPT SHALL BE

THE SIGNAL SUPERVISOR IS TO BE CONTACTED AT 954-847-2600 AT LEAST 48 HOURS

ANTENNAE AND CONTROL IS FULLY FUNCTIONING AS REQUIRED BY BCTED.

GPS PRE-EMPTION EQUIPMENT ONTO NEW SIGNAL SYSTEM. CONTRACTOR SHALL ENSURE GPS

ALSO INCLUDES THE COST OF REMOVING, CAREFULLY STOCKPILING, AND RE-INSTALLING

APPROVED BY THE SIGNAL SUPERVISOR.

PROPERLY DISPOSED OF AT THE CONTRACTOR’S EXPENSE IN A MANNER AND LOCATION

ALL SIGNALIZATION EQUIPMENT THAT IS REMOVED AND NOT REQUESTED BY BCTED SHALL BE

FORT LAUDERDALE, FL 33309

2300 WEST COMMERCIAL BLVD


NEEDED FOR PROTECTION FROM DAMAGE AND DELIVERED TO:

DISASSEMBLED INTO THEIR COMPONENT PARTS, TAGGED AS TO LOCATION, PACKAGED AS

EQUIPMENT SHOULD BE DELIVERED TO BCTED. THE AGREED UPON EQUIPMENT SHALL BE

SUPERVISOR, PRIOR TO REMOVING ANY EXISTING EQUIPMENT, TO DETERMINE WHICH

690-XX THE CONTRACTOR SHALL COORDINATE A FIELD MEETING WITH THE SIGNAL

SERVICE PAD.

670-5-13X INCLUDES THE COST OF THE CONCRETE FOR THE CONTROLLER PAD AND THE

SHEETS.

BE MET. AUDIBLE PUSH BUTTONS SHALL ONLY BE INSTALLED WHEN CALLED FOR ON PLAN

POST. CONTACT THE ENGINEER BEFORE PROCEEDING IF ALL A.D.A. REQUIREMENTS CANNOT

THE BUTTON AND SIGN SHALL BE PLACED ON THE FACE OF THE UPRIGHT OR PEDESTRIAN

ARROW POINTING TOWARDS THE CROSS WALK OF THE RESPECTIVE PEDESTRIAN MOVEMENT.

ITEM INCLUDES A MUTCD PEDESTRIAN SIGN, R10-3E FOR EACH BUTTON, WITH DIRECTIONAL

665-1X PEDESTRIAN PUSH BUTTON PLACEMENT SHALL FOLLOW MUTCD SECTION 4E.08 PAY

VIDEO DETECTION SYSTEM.

SUCCESSFUL VIDEO DETECTION ACCURACY TEST A.K.A. FIELD ACCEPTANCE TEST OF THE

EQUIPMENT NECESSARY TO DEVELOP AN ACCEPTANCE TESTING PLAN AND TO COMPLETE A

PROTECTORS AND CAMERA PROTECTORS. PAYMENT INCLUDES ALL LABOR (MAN-HOURS) AND

CONSISTING OF POINT DISCHARGE DISSIPATION TERMINALS ON EACH CAMERA, COAX LINE

REQUIREMENTS. THIS PAY ITEM SHALL ALSO INCLUDE LIGHTNING AND SURGE PROTECTION

663-74-15 VIDEO DETECTORS SUPPLIES SHALL MEET BCTED FUNCTIONALITY

TIMING CHART WITHIN 24 HOURS OF THEIR INSTALLATION.

FULLY OPERATIONAL IN ACCORDANCE WITH THEIR ASSOCIATED ISOLATED INTERSECTION SIGNAL

4. THE CONTRACTOR SHALL MAKE ALL VIDEO DETECTORS INSTALLED AS PART OF THE PROJECT

REQUIREMENTS SPECIFIED IN THE CONTRACT, SPECIFICATIONS AND CONTRACT PLANS.

IS RESPONSIBLE FOR INSURING THAT THE PROPOSED SIGNAL EQUIPMENT MEETS THE

EQUIPMENT COMPLIES WITH THE STANDARDS OF THE MAINTAINING AGENCY. THE CONTRACTOR

APPROVAL OF SHOP DRAWINGS DOES NOT CONSTITUTE A WARRANTY THAT THE SIGNAL3.

WITHOUT PRIOR APPROVAL.

SIGNALIZATION PLAN, EQUIPMENT SPECIFICATIONS, OR INSTALLATION DETAILS SHALL BE MADE

BE APPROVED BY THE COUNTY PRIOR TO THEIR USE. NO CHANGES TO THE APPROVED

ALL SIGNALIZATION PLANS, SUBMITTAL DATA, AND SIGNALIZATION SHOP DRAWINGS SHALL2.

MAINTENANCE RESPONSIBILITIES ARE PROPERLY TRANSFERRED TO THE COUNTY.

THE COUNTY ISSUES CONDITIONAL ACCEPTANCE AT FINAL INSPECTION, AT WHICH TIME

PRIOR TO COMMENCING WORK. MAINTENANCE RESPONSIBILITY BELONGS TO CONTRACTOR UNTIL

CONTRACTOR SHALL NOTIFY BCTED AT [email protected] AT LEAST 48 HOURS1.

MALFUNCTIONING SIGNAL EQUIPMENT.

DATE OF COMMENCEMENT, LOCATION AND TYPE OF WORK & INFORMATION REGARDING ANY

COMMENCEMENT, VIA EMAIL, TO [email protected]. NOTICE SHALL INCLUDE THE

PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF

SIGNAL GENERAL NOTES

COUNTY’S LATEST SPECIFICATIONS.

632-8-XXX INTERCONNECT CABLE SHALL BE FABRICATED AND INSTALLED PER BROWARD

632-7-1 INCLUDES COST OF PEDESTRIAN SIGNAL HEAD WIRING/CABLING RUNS.

MATCH EXISTING TYPE OF SOD.

COVERED UNDER THE ORIGINAL PAY ITEM ASSOCIATED WITH THE WORK BEING PERFORMED.

570-1-2 ONLY COVERS AREA HATCHED IN PLANS. ALL OTHER SOD RESTORATION SHALL BE

MATERIAL SHALL BE CAST-IN-PLACE OR EPOXY.

WARNINGS SURFACES AS INDICATED ON THE PLANS. DETECTABLE WARNING SURFACE

PSI. THIS PAY ITEM INCLUDES THE COST OF CONSTRUCTION OF RAMPS AND DETECTABLE

THE NEW GRADE. CONCRETE STRENGTH REQUIREMENT FOR THIS PAY ITEM IS F’C=3,000

522-2 INCLUDES THE COST OF ADJUSTING EXISTING UTILITY BOXES AND PULL BOXES TO

520-1-10 INCLUDES THE COST OF THE CURB PAD.

ELEVATION FLUSH WITH RESURFACED PAVEMENT GRADE.

337-7-XX INCLUDES THE COST OF ADJUSTING MANHOLES AND VALVE COVERS TO

MARKERS PRIOR TO STARTING MILLING OPERATIONS.

327-70-XX INCLUDES REMOVAL OF EXISTING RAISED RETRO-REFLECTIVE PAVEMENT

IN CLOSE PROXIMITY TO EXCAVATION WORK.

MAY BE ENCOUNTERED DURING EXCAVATION. ALSO INCLUDES THE PROTECTION OF UTILTIES

120-1 INCLUDES THE COST OF REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL THAT

INCLUDES STABILIZATION OF EARTHWORK UNDER SIDEWALK.

110-4 INCLUDES THE COST OF REMOVING CONCRETE CURB & GUTTER AND SIDEWALKS. ALSO

ENGINEER OR INSPECTOR.

ZONE; AND IF IT WAS VERIFIED TO BE PRESENT AT THE ACTIVE WORK ZONE BY THE

ENFORCEMENT VEHICLE, TO ASSIST IN CONTROLLING AND DIRECTING TRAFFIC IN THE WORK

TRAFFIC PLAN INCLUDES A UNIFORMED TRAFFIC CONTROL OFFICER, WITH A MARKED LAW

102-14 PAYMENT FOR THIS ITEM SHALL ONLY BE MADE IF THE APPROVED MAINTENANCE OF

TEMPORARY LINES AND CONNECTIONS, AND VIDEO DETECTION.

INSPECTIONS. ALSO INCLUDES THE COST OF MAINTAINING COMMUNICATION, INCLUDING

DETOURS. THIS ITEM INCLUDES PROVIDING MAINTENANCE OF TRAFFIC DURING

MAINTENANCE OF TRAFFIC PLANS, AS WELL AS COMPENSATION FOR ALL NECESSARY

ITEM INCLUDES THE PROFESSIONAL ENGINEER’S FEES FOR THE PREPARATION OF THE

AND TEMPORARY STREET LIGHTING, PAINTED PAVEMENT MARKINGS. PAYMENT UNDER THIS

TEMPORARY REFLECTIVE PAVEMENT MARKERS, IMPACT ATTENUATOR MODULES, BARRICADES

THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO HIGH INTENSITY FLASHING LIGHTS,

WORK ZONE, AS SPECIFIED IN THE LATEST FDOT DESIGN STANDARD INDEX 600 SERIES.

102-1 INCLUDES ALL ITEMS REQUIRED TO SAFELY MAINTAIN TRAFFIC THROUGHOUT THE

PAY ITEM NOTES



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

PARCEL "B"

PARCEL "F"

TV

TV

WV

WVWV

WV

WV

WV

WV

WV

D

WV

FO

E EE

E

A

A

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E

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PB. 166, PG. 35

PARTNERSHIP CENTER

MARKETPLACE

PB. 166, PG. 20

REAL ESTATE CORP.

HALVORSEN

PB. 160, PG. 17

WINDSOR PALMS

72’

� �

47’

GR

AS

S

ME

DIA

N

RIM

EL.

6.3

2’

CA

TC

H

BA

SIN

RIM

EL.

6.1

3’

CA

TC

H

BA

SIN

RIM ELEV. = 6.94’

CURB INLET

RIM ELEV.=6.84’

CURB INLET

=6.95’

RIM ELEV.

INLET

74’

50’

50’

P.B. 166, PG. 35, B.C.R.

22’ R/W DED. BY

PARCEL ’E’

50’

P.B. 160, PG. 17, B.C.R.

24’ R/W DED. BY

O.R.B. 27597, PG. 247, B.C.R.

22’ R/W DED. BY

BUFFERYARD AREA20’ LANDSCAPE &

BU

FF

ER

YA

RD

AR

EA

20’

LA

ND

SC

AP

E

&

47’

AN

D

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RD

AR

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20’

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Y

AN

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AL

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EA

SE

ME

NT

15’ U.E.

BUFFERYARD AREA35’ LANDSCAPE &

�

R/W & NVAL LINE

R/W & NVAL LINE

R/W & NVAL LINE

& UTILITY EASEMENT

20’ LANDSCAPE BUFFER

EA

SE

ME

NT

12’

UTILIT

Y

BLOCK 1

15’ UTILITY EASEMENT

PG. 20, B.C.R.R/W PER P.B. 166,

PG. 35, B.C.R.R/W PER P.B. 166,

MEDIAN

GRASS

LANE

BIKE

LANE

BIKE

WV

W

AEC

7.33

7.30

7.13

6.80

6.55

6.63

6.96

7.11

7.00

6.90

SV

CONCRETE WALL

W W

HEDGE 4’ WIDE X 8’ HIGH

7.99

7.87

7.80

7.76

7.62

7.68

7.67

7.59

7.56

7.48

7.50

7.58

7.63

7.69

7.72

7.84

7.52

7.397.357.227.177.096.946.947.017.127.217.287.377.47

7.54

7.72

7.55

7.37

7.16

7.22

7.3

8 7.55

7.66

7.297.317.257.257.3

0

7.29

8.11

7.95

7.80

7.68

7.54

7.54

7.67

7.79

7.91

8.06

8.29

8.16

8.04

7.91

7.79

7.75

7.92

8.04

8.21

8.32

8.23

8.08

8.00

7.61

7.73

7.99

8.51

8.458

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8.34

8.30

8.24

8.18

8.16

8.41

8.54

8.53 8

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8.68

8.77 8.81 8

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8.78

9.29

8.948.9

28.79

8.658.65

8.86

8.98

9.009.16

9.29 9.25

9.098.97

8.86

8.58

8.54

8.4

9

8.35

8.3

18.

30

8.29

8.22

8.19

8.22

8.17

8.23

8.35

8.46

8.57

8.07

8.00

7.94

7.96

8.03

8.10

8.5

1

8.47

8.40

8.29

8.18

8.12

8.178

.24

8.31

8.38

8.46

8.57

8.59

8.82

8.79

8.72 8

.61

8.52

8.51

8.448

.29

8.23

8.228.288

.43

8.62

9.17

9.008.87 8

.18

8.08

8.04

8.08

8.13

8.15

8.508

.40

8.23

8.228

.44

6.62

6.54

6.70

6.85

7.06

6.98

7.04

6.91

6.77

6.64

6.61

7.11

6.80

7.02

6.42

6.31

6.50

6.66

6.3

8

6.36

6.1

5

6.15

6.27

6.42

6.68

6.99

7.297.31

7.29

7.21

6.96

6.89

6.957.

047.09

7.39

7.39 7.

357.3

1

7.30

7.51

7.40

7.30

7.3

7 7.67

7.7

0

7.74

7.50

7.34

7.20

7.07

6.9

6

6.8

7

6.836.74

6.7

86.8

47.0

0

7.10

6.99

7.19

7.52

7.35

7.48

7.63

7.49

7.55

7.49

7.41

7.427.35

8.02

7.85

7.81

8.02

8.03

8.26

5.96

5.97

6.14

6.31

6.41

6.56

6.87

6.84

7.02

7.03

7.11

7.17

7.55

7.40

7.40

7.41

7.38

7.33

7.33

7.42

7.21

7.23

7.13

7.0

1

6.99

7.03

6.80

6.70

6.74

6.58

6.5

2

6.6

7

6.9

8

6.88

6.80

7.50

7.22

7.37

7.64

7.35

7.33

7.31

7.19

7.2

3

7.0

6.8 6

.66.8 6

.76.8 6

.8 7.0

7.1 7.2 7.37.2

7.4 7

.3

9.1

9.0

7.5

7.2

7.8

7.7

7.8

6.7

6.6

6.6

6.7

6.76

.7

7.06

.9

6.9

7.0

6.9

6.8

7.3

7.1

7.3

7.6

7.4

8.9

7.9

7.5

8.8

6.5

7.5

6.5

7.6

6.5

7.4

6.8

7.3

6.7

7.1

6.9

7.0

7.0

7.3

7.2

7.5 7

.3

7.8 8

.0

6.79

6.89

6.99

7.5

8.1

7.7

7.2

7.2

7.7

7.5

7.4

7.8

7.5

7.4

9.8

7.8

7.37

.0

7.3

7.6

6.9

7.8

7.5

R/W & NVAL LINER/W & NVAL LINE

RIM ELEV.=6.84’

CURB INLET

R/

W

LIN

E

R/

W

LIN

E

N

STORM

WATER

200

WARNINGDETECTABLE

WIDENING

(ADA COMPLIANT)CONCRETE SIDEWALK

= RIGHT-OF-WAYR/W

= WITHW/

= CENTERLINE

BENCHMARK

= BROWARD COUNTY

AND MAPPER

= PROFESSIONAL SURVEYOR

= BENCHMARK

= ELEVATION

= DADE COUNTY RECORDS

= BROWARD COUNTY RECORDS

= PAGE

= OFFICIAL RECORDS BOOK

= PLAT BOOK

B.C.B.M.

P.S.M.

B.M.

ELEV.

D.C.R.

B.C.R.

PG.

O.R.B.

P.B.

MAY APPEAR ON THIS DRAWING

* SOME OR ALL OF THE ABOVE

= BROWARD COUNTY ENGINEERINGB.C.E.D.

DIVISION

ROYAL PALM

TREE LEGEND

OAK

SYMBOL LEGENDLEGEND

5.43+

SPRK

SV

S

W

WV

C

CATCH BASIN

ANCHOR

CONCRETE POWER POLE

WATER VALVE

SIGN

WOOD POLE

SPRINKLER BOX

SPRINKLER VALVE

BENCHMARK

SPOT ELEVATION

SPRINKLER

E ELECTRIC BOX

OVERHEAD ATT

FIBER OPTICOVERHEAD

FM SEWER

BURIED FIBER OPTIC

BURIED FPL

BURIED COMCAST

BURIED ATT40

SCALE: 1" = 20’

LEGEND

12"

3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\roadway\PLANRD01.DGN4:49:01 PM

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEET

ROADWAY PLAN




BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:


& SW 145th AVE

3/4"

1-1/4"

12" SUBGRADE MIN. LBR 40

LIMEROCK BASE MIN. LBR 100

ASPHALTIC CONCRETE TYPE S1

ASPHALTIC CONCRETE TYPE S3

WIDENING

STANDARD DETAIL SHEET.

SHOWN ON SHEET 9 OF CITY OF MIRAMAR’S ROADWAY

SIDEWALK AND CURB PAD SHALL BE CONSTRUCTED AS

ARE AT THE CENTER OF THE LANDING.

STATION/OFFSETS SHOWN FOR CURB RAMPS

INSTALL CURB RAMPS PER FDOT INDEX 304.

NOTE:

TYPE S3, 3/4" AVERAGE.

RESURFACING

PAVEMENT, 3/4" AVERAGE.

EXISTING ASPHALT

MILLING

CR10

CR10

CR3

R/W LINE

CABLE

BCTED I/C

POLE

FPL

CABLE

BCTED I/C

CR10

6’ SIDEWALK6’ SIDEWALK

EOPEOP

EO

P

55.34’ (RT)

+03.34

& RESURFACING

LIMITS OF MILLING

& RESURFACING

LIMITS OF MILLING

0.00’

+62.83

EO

P

EOPEOP

50

51

52

EXISTING SIDEWALK

CONNECT & MATCH

14+62.99

& RESURFACING

END MILLING

13+39.06

RESURFACING

END MILLING &

11+62.12

RESURFACING

BEGIN MILLING &

10+62.03

RESURFACING

BEGIN MILLING &

CURB & GUTTER

CONSTRUCT TYPE F

SEPARATOR

4’ TRAFFIC

SEPARATOR

4’ TRAFFIC

73.61’ (LT)

+11.63

59.03’ (LT)

+00.04

87.32’ (LT)

+64.22

87.45’ (LT)

+40.29

72.37’ (LT)

+08.86

WITH 2’ RADIUS

TRAFFIC SEPARATOR

CONSTRUCT 4’

WITH 2’ RADIUS

TRAFFIC SEPARATOR

CONSTRUCT 4’4.57’ (RT)

+22.93

12.67’ (RT)

+22.95

4.16’ (LT)

+93.07

12.06’ (LT)

+93.20

EXISTING SIDEWALK & CURB

CONNECT & MATCH

59.58’ (LT)

+85.46

& CURB

EXISTING SIDEWALK

CONNECT & MATCH

87.89’ (LT)

+04.97

& CURB

EXISTING SIDEWALK

CONNECT & MATCH

75.80’ (LT)

+23.21

& CURB

EXISTING SIDEWALK

CONNECT & MATCH

86.98’ (LT)

+02.55

F.O.C.

8.3’ RADIUS

RE

SU

RF

ACIN

G

LI

MIT

S

MILLIN

G

&

BL 145 S

TA.5

1+00.0

0

EXISTING SIDEWALK ELEVATION.

RECONSTRUCT 5’ CONCRETE SIDEWALK AND MATCH

67.87’ (LT)

+95.04


CONNECT & MATCH

60.20’ (RT)

+91.05


CONNECT & MATCH

60.25’ (RT)

+14.85

STORM

21"

FPL

ATT

6" WM

ATT FIBER

12" WM

12" WM

ATT FIBER

COMCAST

8" WM

6" WM

8" WM

16" WM

COMCAST

MAIN

8" REUSE8" WM

ATT

16" FM SEWER

OVERHEAD ATT

COMCAST

ATT

ATT FIBER

ATT FIBER

FPLFPL

COMCAST

FPL

ATT FIBER

ATT FIBER

MAIN

8" REUSE

FIBER OPTIC

OVERHEAD

STORM

15"

11 12 13 14 15

DISTANCE=190.56’

(ASSUMED)

"BASELINE"

MIRAMAR PARKWAY

S.W.

145

TH

AV

E.

OFFSET: 71.48 L

STA: 11+18.70 BL1

ELEV. 7.38

COUNTY I.D. CAP.

P.K NAIL & BROWARD

BENCHMARK # 2

OFFSET: 60.15 R

STA: 12+56.49 BL1

ELEV.=7.36

COUNTY I.D. CAP.

P.K NAIL & BROWARD

BENCHMARK # 1



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

30 31 32 33 34 35 36

PARCEL "B"

PARCEL "F"

TV

TV

WV

WVWV

WV

WV

WV

WV

WV

D

WV

FO

E EE

E

A

A

C

FO

E

A A

E E E

PB. 166, PG. 35

PARTNERSHIP CENTER

MARKETPLACE

PB. 166, PG. 20

REAL ESTATE CORP.

HALVORSEN

PB. 160, PG. 17

WINDSOR PALMS

P.B. 2, PG. 39, D.C.R.

(D.B. 634, PG. 183, B.C.R.;

MIRAMAR PARKWAY

� �

GR

AS

S

ME

DIA

N

RIM

EL.

6.3

2’

CA

TC

H

BA

SIN

RIM

EL.

6.1

3’

CA

TC

H

BA

SIN

RIM ELEV. = 6.94’

CURB INLET

RIM ELEV.=6.84’

CURB INLET

=6.95’

RIM ELEV.

INLET

15’ U.E.

�

R/W & NVAL LINE

R/W & NVAL LINE

R/W & NVAL LINE

EA

SE

ME

NT

12’

UTILIT

Y

EA

SE

ME

NT

20’

UTILIT

Y

EA

SE

ME

NT

12’

UTILIT

Y

BLOCK 1

15’ UTILITY EASEMENT

MEDIAN

GRASS

LANE

BIKE

LANE

BIKE

WV

W

AEC

SV

CONCRETE WALL

W W

HEDGE 4’ WIDE X 8’ HIGH

R/W & NVAL LINER/W & NVAL LINE

RIM ELEV.=6.84’

CURB INLET

R/

W

LIN

E

R/

W

LIN

E

= RIGHT-OF-WAYR/W

= WITHW/

= CENTERLINE

BENCHMARK

= BROWARD COUNTY

AND MAPPER

= PROFESSIONAL SURVEYOR

= BENCHMARK

= ELEVATION

= DADE COUNTY RECORDS

= BROWARD COUNTY RECORDS

= PAGE

= OFFICIAL RECORDS BOOK

= PLAT BOOK

B.C.B.M.

P.S.M.

B.M.

ELEV.

D.C.R.

B.C.R.

PG.

O.R.B.

P.B.

MAY APPEAR ON THIS DRAWING

* SOME OR ALL OF THE ABOVE

= BROWARD COUNTY ENGINEERINGB.C.E.D.

DIVISION

ROYAL PALM

TREE LEGEND

OAK

SYMBOL LEGENDLEGEND

5.43+

SPRK

SV

S

W

WV

C

CATCH BASIN

ANCHOR

CONCRETE POWER POLE

WATER VALVE

SIGN

WOOD POLE

SPRINKLER BOX

SPRINKLER VALVE

BENCHMARK

SPOT ELEVATION

SPRINKLER

E ELECTRIC BOX

NOTE

THE STRIPE.

STRIPING IS TO THE CENTER OF

2. STATION AND OFFSETS OF

FULL COLOR OPERATION.

CONTRACTOR AFTER SIGNAL GOES TO

PROJECT LIMITS TO BE REMOVED BY

1. ALL STOP SIGNS WITHIN THE

STORM

WATER

OVERHEAD ATT

FIBER OPTICOVERHEAD

FM SEWER

BURIED FIBER OPTIC

BURIED FPL

BURIED COMCAST

BURIED ATTN

200 40

SCALE: 1" = 20’

LEGEND

OF "F" CURB.

PAINT FACE AND TOP

MEDIAN DETAIL

PAINTED GRASS

3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signing\PLANSP01.DGN4:49:04 PM

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEETPUBLIC WORKS DEPARTMENT



BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:


AND SW 145th AVE

MARKING PLAN

SIGNING & PAVEMENT

RIG

HT T

UR

N L

AN

E

BE

GIN

YIE

LD T

O B

IKE

S

BIK

E L

ANE

TO

RE

MAIN

EXIS

TIN

G100’

TO

RE

MAIN

EXIS

TIN

G

700-20-11

18"X30"

R4-7C

[1 AS]

REMOVE

700-20-60

[1 AS]

TO

RE

MAIN

EXIS

TIN

G

WHITE

24" SOLID

WHITE

12" SOLID

WHITE

12" SOLID

10’

YELLOW

6" SOLID

6" SOLID WHITE

W/

R

RP

M

@ 20’

O.C.

W/R @ 20’ O.C.

6" SOLID WHITE

W/R @ 20’ O.C.

6" SOLID WHITE

STOP

STOP

REMOVE

700-20-60

[1 AS]

8’

WHIT

E

SO

LID

24"

61.96’ (RT)

+40.13

MESSAGE

BIKE ARROW (TYP)

DIRECTIONAL

ARROW (TYP)

DIRECTIONAL

36.12’ (RT)

+15.72

24.03’ (RT)

+14.82

12’

12’

12’

4’

12’

12’

47.38’ (LT)

+80.25

NOSE PAINT

REFLECTIVE

YELLOW

RPM

W/Y/Y

YELLOW

18" SOLID

NOSE PAINT

REFLECTIVE MEDIAN

YELLOW

6" S

OLID

WHIT

E

6" S

OLID

WHIT

E

@ 1’ O.C.

Y/Y RPM

[1 AS]

700-21-11

48" X 24"

W1-7

RPM @ 1’ O.C.

YELLOW W/Y/Y

6" SOLID DOUBLE

25’

12’

13+39.06

TO EXISTING STRIPING

LIMIT OF STRIPING. MATCH

14+62.99

TO EXISTING STRIPING

LIMIT OF STRIPING. MATCH

25’

WHITE

6" SOLID

@ 1’ O.C.

Y/Y RPM

25’

WHITE

24" SOLID

10+62.03

STRIPING

MATCH TO EXISTING

LIMIT OF STRIPING.

10+62.03

STRIPING

MATCH TO EXISTING

LIMIT OF STRIPING.

12’

12’

12’

68.56’ (LT)

+12.71

60.45’ (LT)

+06.7063.99’ (LT)

+23.43

67.69’ (LT)

+10.73

75.79’ (LT)

+99.50

83.52’ (LT)

+16.24

82.94’ (LT)

+52.59

53.86’ (LT)

+96.66

6"S

OLID

YE

LL

OW

2’-4’ SKIP6" WHITE

6" SOLID WHITE

8" SOLID WHITE

SKIP

10’-30’

6" WHITE

10’-30’ SKIP

6" WHITE

2’-4’ SKIP6" WHITE

6" S

OLID

WHIT

E

6" SOLID YELLOW

8" SOLID WHITE

6" SOLID WHITE

TO E

XIS

TIN

G S

TRIPIN

G

LI

MIT

S

OF S

TRIPIN

G.

MA

TC

H

BL 145 S

TA.5

1+00.0

0

15’

@ 20’ O.C.

18" SOLID WHITE

15’

WHITE

6" SOLID

@ 20’ O.C.

18" SOLID WHITE

@ 20’ O.C.

W/R RPM

ON

LY

700-20-11

FTP-82-08

24"X36"

[1 AS]

51.64’ (LT)

+52.36

8.68’ (RT)

+50.61

51.96’ (RT)

+93.21

@ 20’ O.C.

W/R RPM

11.5’

12’

NOSE PAINT

REFLECTIVE

YELLOW

12’

5.08’ (LT)

+62.22 11.49’ (LT)

+62.03

4’

115’

4’

48.22’ (RT)

+19.49

ARROW (TYP)

U-TURN

TO REMAIN

EXIST. MESSAGE

CABLE

BCTED I/C

POLE

FPL

CABLE

BCTED I/C

50

51

52

10 11 12 13 14 15

DISTANCE=190.56’

(ASSUMED)

"BASELINE"

MIRAMAR PARKWAY

S.W.

145

TH

AV

E.

OFFSET: 71.48 L

STA: 11+18.70 BL1

ELEV. 7.38

COUNTY I.D. CAP.

P.K NAIL & BROWARD

BENCHMARK # 2

OFFSET: 60.15 R

STA: 12+56.49 BL1

ELEV.=7.36

COUNTY I.D. CAP.

P.K NAIL & BROWARD

BENCHMARK # 1



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

32 33 34 35

TV

TV

WV

WVWV

WV

WV

WV

WV

WV

D

WV

FO

E EE

E

A

A

C

FO

E

A A

E E E

WV

SV

W

SIGN DETAILS

10"

0

Scale: 1" = 20’

20 40

LEGENDLEGEND

SIGNAL HEAD DETAILS

SIGNAL TIMING

VIDEO DETECTOR ASSIGNMENTS

FLASH OPERATION

PEDESTRIAN CLEARANCE

PERMISSIVE

CONTROLLER PHASING

TIMING FUNCTION NUMBER

PEDESTRIAN WALK

DETECTOR DELAY

ALL-RED CLEARANCE

YELLOW CLEARANCE

MAXIMUM GREEN II

PHASE RECALL

MAXIMUM GREEN I

VEHICLE EXTENSION (GAP)

INITIAL GREEN (MINIMUM)

DIRECTION

FACE NUMBER (SEE SPECIAL SOP)

1

MAX

4.0

60

0.0

7

2 43 5 6

OFF

4.0

12

1.5

4

8

NORMAL

CONNECTED TO

TIMING FUNCTION

ASSIGNED TO

MOVEMENT

8

DETECTOR

UNIT #

V-3

V-2

V-1

DETECTOR

OPERATION

NORMAL

NORMAL

MAX

4.0

60

0.0

7

EB

1.5

GREEN RETURN 17 2

YELLOW YELLOW

WB

2

7 8

OFF

4.0

2.0

6

SB

6

RED

1 6 8

1.5

7

27

5

32

7

1.5 2.0

LED ILLUMINATED SIGN

LED ILLUMINATED SIGN

AP

PR

OX.

NO

RT

H

EXISTING RIGHT OF WAY OR EASEMENT

OVERHEAD ELECTRIC

NEW FIBER OPTIC PULL BOX

NEW STANDARD PULL BOX

PROPOSED UNDERGROUND CONDUIT

EXISTING RIGHT OF WAY OR EASEMENT

OVERHEAD ELECTRIC

NEW FIBER OPTIC PULL BOX

NEW STANDARD PULL BOX

PROPOSED UNDERGROUND CONDUIT

60"

20"

20"10"

SW 145 AVE

SIGNAL OPERATING PLAN NO. 12

+ 6 +1 2 6 8

6

8 8

2 2 2

6

C

EBL

5 SECT

25-RT

25

72"

A

B

MIRAMAR PKWY

1, 6 1, 6

61

P2 P8P8

P2

5-SECT., 1-WAY

1 AS

G GYR Y

650- 51-511

30"

36"

699-1-1 [1 EA]

700-48-18

[1 EA]

2 2

5-SECT., 1-WAY

GR Y

650- 51-311

TIMING NOTES:

3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\PLANSG01.dgn4:49:07 PM

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEET

SIGNALIZATION PLAN




BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:

BR WARD8 MIRAMAR PARKWAY

AND SW 145th AVE

699-1-1 [2 EA]

7 AS

SEE TECHNICAL SPECIFICATIONS FOR DETECTION ZONES

IN THE FIELD BY TRAFFIC ENGINEERING DURING INSPECTION, IF NECESSARY.

PROPOSED SIGNAL OPERATING PLAN AND TIMING SHOWN. TIMING SHALL BE ADJUSTED3.

ANTI-BACKDOWN EB.2.

NO DETECTION EAST/WEST SIGNAL OPERATES SEMI-ACTUATED.1.

YIELDON GREEN

U-TURN

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-191

AND TIP OF MAST ARM.

SHOWN AT THE CENTER OF THE UPRIGHT POLE

STATION/OFFSET FOR MAST ARM ASSEMBLIES

NOTE:

BURIED ATT

BURIED COMCAST

BURIED FPL

FM SEWER

STORM

WATER

BURIED FIBER OPTIC

OVERHEAD ATT

FIBER OPTICOVERHEAD

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

1-AS

653-192

V

B

2

V3

2

2

8V2

V

8

V

B

6

6

6

V1

1

P8

P2

P2

P8

1

2

A

C

VIDEO DETECTION SYSTEM:

653-191 [1 AS] PED. SIGNAL, LED 1-WAY

653-107 [1 EA] ALUMINUM PEDESTAL

665-13 [1 EA] PED. DETECTOR W/ SIGN, R10-3E

635-1-11[4 EA] PULL BOX, STANDARD

665-11

653-191[1 AS] PED. SIGNAL, LED 1-WAY

555-1-2

555-1-2

555-1-2

[1 EA] BC-29 (CUT), SINGLE ARM, L=60’ 649-33-000

[3 EA] VEH. DETECTOR (CAMERAS)663-74-15

[140 LF] DIRECTIONAL BORE

[2 EA] PULL BOX, STANDARD635-1-11

630-1-12

639-1-23

639-2-1 [50 LF] ELECTRIC SVC WIRE

1-SPARE1-ELEC. SVC

649-33-000 [1 EA] BC-29, SINGLE ARM, L=66’


632-7-1 [1 PI] INTERSECTION SIGNAL CABLE

670-5-131 [1 AS] 2070 CONTROLLER W/ TYPE VI CABINET

635-1-11 [4 EA] PULL BOX, STANDARD

635-1-11[4 EA] PULL BOX, STANDARD

[1 EA] PED DETECTOR, POLE MOUNTED STATION & SIGN

2- SPARE1-VIDEO1-SIGNAL

4 CONDUITS IN ONE TRENCH

635-1-11 [3 EA] PULL BOX, STANDARD

[100 LF]

649-33-000

653-192[1 AS] PED. SIGNAL, LED 2-WAY

653-107[1 EA] ALUMINUM PEDESTAL

665-13[2 EA] PED. DETECTOR W/ SIGN, R10-3E

[1 EA] BC-13, SINGLE ARM, L=34’

3

1-SIGNAL, 1-VIDEO, 2- SPARE4 CONDUITS IN ONE BORE


& AIRCARD [1 EA]

784-1-X CELLULAR ROUTER



60.57’ (LT)

+88.85

61.01’ (RT)

+26.68


TRANSFORMER.

RISER, HANDHOLE &

FPL TO CONSTRUCT A

AERIAL TRANSFORMER.

120V POWER SOURCE

[1 AS] ELECTRIC PWR SVC W/DISCONNECT (STUB POLE)

11+62.12

LIMITS

PROJECT

+27.06

6.32’ (LT)

+88.48

0.76’ (RT)

PROJECT LIMITS

13+39.06

+42.82

61.65’ (RT)61.45’(RT)

+07.49

555-1-2

PR

OJE

CT LI

MIT

S

BL 145 S

TA.5

1+00.0

0

12’

NOSE PAINT

REFLECTIVE

YELLOW

12’

4’

115’

4’

50

51

52

11 12 13 14

DISTANCE=190.56’

(ASSUMED)

"BASELINE"

MIRAMAR PARKWAY

S.W.

145

TH

AV

E.

OFFSET: 71.48 L

STA: 11+18.70 BL1

ELEV. 7.38

COUNTY I.D. CAP.

P.K NAIL & BROWARD

BENCHMARK # 2

OFFSET: 60.15 R

STA: 12+56.49 BL1

ELEV.=7.36

COUNTY I.D. CAP.

P.K NAIL & BROWARD

BENCHMARK # 1



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

G

SPECIAL INSTRUCTIONS

NO.

ID

LOCATION

HANDHOLE

BUTTON

PED.

SIGNALS

PED.

DIRECTION FROM ROADWAY ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH

SIGN ASIGN B

SIG

N E

SIGN CSIGN D

AH5E D C

H4

124 3

W3 W2W4

5W5

B

H3 H2

W1

H1

W2* *3 B H2W11 *

SIGN DATA

*2* H1ABY STA.

LOCATION

M.H.

ARMDISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGNDISTANCE FROM POLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA

NO.

SHEET

NO.

ID

ELEVATION

FOUNDATION

TOP OF

ELEV.

CROWN

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

LENGTH

ARM

TOTAL

3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\MSSGSG01.DGN4:49:08 PM

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEET

MAST ARM TABULATION




BY

_____________________

LICENSE NO. 72479


ENGINEER OF RECORD:


& SW 145th AVE

C H3 W3COLOR

PAINT

COLOR

PAINT

D W4COLOR

PAINT

COLOR

PAINT

H4

DATA

VIDEO

1 244 5

1 8 H Y N 3 30 3 3 36 60 10 5

2

3

7.73 8.23 16.5 17.5 1.67 55.5 3 2.5 SOLAR BLACK

8

8

7.56

7.6

7.56

8.20

H Y Y 16.5 3 30 3

H Y N 23.5 3 3 50.5 535.5

23.5

46.5

34 17.5 1.67 6

66 17.5 1.67 5

8.5

12.5 SOLAR BLACK

SOLAR BLACK61.45, R

60.57, L

61.01, R13+26.68

12+07.49

11+88.85 44

YRGYR GYR GYR GYR GYR GYRGYR GYR GYR GYRGYR GYR GYR GYR GYR GYR GYR GYR

OFFSET



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

3/12/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\MSSGSG01.DGN10:48:40 AM

5387 MIRAMAR

DATE DESCRIPTION

REVISIONS

NO.

SHEET

MAST ARM ASSEMBLIES




BY

BR WARD

MIRAMAR PARKWAY

& SW 145th AVE 10

A123 and painted black to match.

matching Tip Cover and Mounting which shall be hot-dipped galvanized per ASTM

when working with these types of coatings. Contractor shall also fabricate a

are galvanized and powder coated, Contractor shall take necessary safety precautions

using a rotary blade. Torch cutting shall not be permitted. Mast Arm components

matches the dimension provided on this sheet. Arms shall be cut mechanically

7. Arms which require shortening shall be cut such that the resulting tip diameter

6. Work this sheet with MAST ARM TABULATION SHEET.

= 50 lbs/cu. Ft. (Saturated) Unit Weight

= 28 Degrees Friction Angle

= Cohesionless (Fine Sand) Classification

Shaft installation.

drilled shaft is designed or the Engineer provides authorization to continue Drilled

be notified immediately and the shaft installation shall cease until an alternate

contractor finds conditions which vary from these assumptions, the Engineer shall

which covers a great majority of soil types found in Broward County. If the

5. The Drilled Shafts are design based upon the following conservative soil criteria

pole to be used with the shortened arm.

provided but a Pole Type is provided, the Pole Type is confirmation of the correct

provided in this table. If a Length, Mounting Height, and Tip Diameter are not

height shall be shortened and the tip diameter increased as indicated by the data

This is obtained by removing length from the pole tip. For the cases, the pole

4. If an entry appears in a column under Pole Dimensions, a shorter pole is required.

provided on this table.

length shall be shortened and tip diameter increased as indicated by the data

This is obtained by removing length from the arm tip. For these cases, the arm

3. If an entry appears in a column under Arm Dimensions, a shorter arm is required.

Metal Shop Drawing #50300-B994 (Sheets 1 and 2).

2. Assembly Number matches the BROWARD COUNTY CLASS NO. shown on Union

1. Structure ID Numbers match those provided on the Mast Arm Tabulation Sheet.

Notes:

NO.

ID

DIAMETER

TIP

HEIGHT

MOUNTINGNo.

ASSEMBLY ARM DIMENSIONS

DIAM (IN)

TIP

POLE TYPE

LENGTH

1

2

3

4

(CUT)

BC-29 3E-16.0x11.8x30’-0" & 7E-12.48x7.96x32’0" 7.96

-

39

Thick (in) x base diam (in) x tip diam (in) x length (ft)

POLE DIMENSIONS DRILLED SHAFT

DIAMETER

SHAFT

LENGTH

SHAFT

# BARS

BC-13

(CUT)

BC-32 6.74

-

39

-

-

-

-

-

-

-

-

-

3.5

4.0

15.0 15

11

15

3E-10.5x5.74x34’-0"

3E-16.0x11.8x30’-0" & 7E-12.48x7.96x32’0"

ANCHOR BOLT SIZE

POLE BASE DATA CHART

BC-13 THRU BC-1821"

"S" "F" "P" "T"

POLE ARM

LENGTHS

1.75" X 84" X 6"

BC-20 THRU BC-26

BC-29 THRU BC-32

BC-36

ALL DIMENSIONS IN INCHES

24"

25"

27"

22"

25"

26"

27.5"

14.875" 7.25" 1.75"

"BC"

2" X 84" X 6"

2.25" X 90" X 6"

2.25" X 90" X 6"

17" 8.25" 2"

17.69" 9.25" 2.25"

19.125" 9.25" 2.25"

15

15OE-15.5x10.43x36’-3" & 3E-11.25x6.74x31’-9"

4.0

See Mast Arm & Foundation Details Sheet

instructions regarding installation.

15. FDOT 2010 Standard Specification 649-5 shall be referenced for additional

for a complete and acceptable installation.

sign panel, all labor, equipment, miscellaneous materials and hardware necessary

comply with Standards and Specifications Section 455-16.4 CSL Tables), blank

including CSL tubes (number and configuration of CSL tubes required shall

Road, Pompano Beach, FL 33069. The contract unit price will include foundation,

Broward County Highway & Bridge Maintenance Yard located at 1600 Blount

locations shown in the Signalization Plans. Mast Arm Inventory is located at

14. Payment for Mast Arms shall be to pick up, deliver, and install mast arms to

have rust or corrosion shall be sandblasted to "white" metal prior to installation.

13. ASTM F1554 anchor bolts shall be free of rust and corrosion. Anchor bolts that

12. Anchor bolts shall be as specified on the Union Metal shop drawings.

day minimum compressive strength of 4000 psi.

strength. Drilled Shaft Concrete shall be FDOT Class IV (Drilled Shaft) with a 28

11. Do not install Mast Arm until Drilled Shaft has achieved 2800 psi compressive

10. Poles shall be installed vertically with base plates level.

correction of errors may include demolishing and re-casting drilled shaft.

fixed at the Contractor’s expense, no additional compensation will be provided and

placement of anchor bolts regarding pole orientation, or otherwise. Errors shall be

such that the pole is oriented properly. No exceptions will be made for errors in

9. Contractor shall ensure that the anchor bolt pattern is cast into the drilled shaft

top, 6" clear cover on sides, and 7" clear cover at the bottom.

for the remaining portion of the shaft below. Shafts shall have 4" clear cover on

spaced at 4" at the top of the shaft, #5 Tie Bars shall be spaced at 1’-6" Max.

8. Reinforcing Steel shall be ASTM A615 Gr 60. All shafts shall have 7-#5 Tie Bars

_____________________

LICENSE NO. 64756

ANDRE SLINTAK, P.E.

ENGINEER OF RECORD:



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

3/9/2012 4:49:10 PM G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\SSDTSG01.DGN

BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

lkitchen

BR WARD COUNTY PROJECT NO.CITY INTERSECTION

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISIONPUBLIC WORKS DEPARTMENT

MAST ARM

EXTENDED

AB-0105-42-SSSTREET SIGN

ILLUMINATED

UNLESS SHOWN ELSEWHERE ON PLAN

SIGN CENTERED ABOVE CURB RETURN

DETAILS MAST ARM & FOUNDATION

ADJUSTABLE SIGNAL MOUNTING DETAIL

HORIZONTAL OR VERTICAL INSTALLATION ILLUMINATED STREET NAME SIGN

MOUNTING DETAIL

FOUNDATION CONDUIT DETAIL

"J" HOOK DETAILSIGN MOUNTING DETAIL

WITH APPROACH ON SKEWED MAST ARMS)

WITH ARTICULATED BRACKETS AS NEEDED TO SQUARE SIGNALS

(ASTRO-BRACKETS SHALL BE ADJUSTED OR SUBSTITUTED

WITH APPROACH ON SKEWED MAST ARMS)

WITH ARTICULATED BRACKETS AS NEEDED TO SQUARE SIGN

(ASTRO-BRACKETS SHALL BE ADJUSTED OR SUBSTITUTED

ROTATABLE COUPLING

CHAIN LINKS

INSERT PLUG

MAST ARM

WIRE CONDUIT

1 INCH PVC GROUND

3" AND 2" (SIGNAL & SPARE)

TWO CONDUITS,

ONE 2" PVC CONDUIT (VIDEO)

ANCHOR BOLTS

AS REQUIRED TO AVOID

ORIENT ALL CONDUIT

NOTE:

VARIABLE A

VA

RIA

BLE A

PLAN PROFILE

AT VIDEO CABLE PULL BOX

2 INCH CONDUIT TERMINATED

WIRE CONDUIT

1 INCH PVC GROUND

(COPPER CLAD)

GROUND ROD

5/8" X 20’

GROUND WIRE

INSULATED COPPER

#6 AWG STRANDED

ANCHOR BOLT CAGE CONDUIT SHALL EXTEND TO

1 INCH BELOW BOTTOM OF

HANDHOLE

3 INCH PVC CONDUIT

AND SPARE 2 INCH

PVC CONDUIT

TERMINATED AT SIGNAL

VARIABLE A

TY

PIC

AL

2’-3’

PANELS OVER 36 INCHES WIDE.

TWO SIGN BRACKETS AND WIND-BEAMS ARE REQUIRED FOR ALL SIGN

SIGN HARDWARE

REQUIRED:

(4) 5/6" X 3/4"

HEX HD. CAP SCREW

(4) 5/16" FLAT WASHER

(4) 5/16" LOCK WASHER

(4) 5/16" HEX NUT

(4) DRILL 3/8" HOLESMAST ARM

CHAIN LINKS

SEE NOTE B) - 1

(2) CHAIN LINKS

(4) 3/8" LOCK NUT

(4) 3/8" FLAT WASHER

SQ. HD. BOLT

(4) 3/8" X 1"

REQUIRED:

CLAMP HARDWARE

A

D

E

B

A

A

C

H

"J" HOOK (1/2" MIN. DIA.)

CABLE SUPPORT WELDED

INSIDE TOP OF POLE

CABLE GRIP ADJUSTED FOR

STRAIN RELIEF OF CABLES

SIGNAL CABLEMAST ARM

POLE

POLE ON BASE DETAIL

FOUNDATION

CONCRETE

FDOT SPEC 649-6

WIRE SCREEN PER

GROUND WIRE

INSULATED COPPER

#6 AWG STRANDED

STUD OR NUT

GROUNDING

FASTENERS

STAINLESS HEX HEAD

HANDHOLE

VINYL MOLDING

USE GASKET BENEATH COVER

TERMINAL COMPARTMENT

TERMINAL BLOCK

20 SECTION

COVER

NOTES

DETAILS NOT SHOWN.

1. SEE 2010 FDOT INDEX NO. 17745 FOR STEEL CAGE AND ANY

OF TWO FEET.

FOOTING DEPTH "DA" SHALL BE INCREASED BY THE AMOUNT IN EXCESS

SHALL BE TWO FEET. IF MORE THAN TWO FEET IS REQUIRED, THE

THE LENGTH OF THE REINFORCEMENT BARS. THE MAXIMUM EXTENSION

ADJUSTED ACCORDINGLY TO THE PROPER CLEARANCES BY INCREASING

IN THE FOUNDATION DATA. TYPICAL STEEL REINFORCEMENT WILL BE

BELOW THE GROUND, EQUAL TO THE AMOUNT OR HEIGHT SPECIFIED

BE EXTENDED SO AS TO MAINTAIN THE CONCRETE FOOTING DEPTH

OUTSIDE A SIDEWALK AREA, THE POLE CONCRETE FOUNDATION WILL

IS HIGHER THAN THE ELEVATION OF THE SURROUNDING TERRAIN,

2. IF THE ELEVATION REQUIRED BY THE POLE CONCRETE FOUNDATION

CLASSIFICATIONS.

COMPRESSIVE STRENGTH OF 4000 PSI FOR ALL ENVIRONMENTAL

3. DRILLED SHAFT CONCRETE SHALL BE CLASS IV WITH A MINIMUM 28 DAY

FOR TRAFFIC CONTROL SIGNALS AND DEVICES" SHALL BE MET.

4. ALL REQUIREMENTS OF SECTION 649 OF FDOT’S "2010 MINIMUM STANDARDS

S

V

S S S

V C C

SP SP

S

S

S S SP SP

V V

V

C

SP

LEGEND

SIGNAL

VIDEO

SPARE

COMMUNICATION

S P

30" PAD

C C

POWER (1 1/4")

GROUNDING (3/4")

PULL BOX TO CABINET CONDUIT DETAILS

BOX TO CABINET

TO BE INCLUDED FROM PULL

CONDUITS SHOWN ARE THOSENOTE:

P POWER

SPSP

SP SP

AND SPARE PULL BOX,

RESPECTIVELY.

C TRAFFIC MAST ARM SHALL BE

S

CENTERED BETWEEN ANCHOR BOLTS

L

DIAMETER

DE

PT

H

ANCHOR BOLT

"P"

"T"

LEVELING NUT

INSTALL NUT COVER

MAX. TO BOTTOM OF PLAT

SPACE = 1 BOLT DIAMETER1/4" MIN EXPOSED THREAD

FOUNDATIONTOP OF ROUGH

BASE AND DRILL SHAFT DETAIL

BC

11 5387 MIRAMAR & SW 145th AVE

MIRAMAR PARKWAY

LICENSE NO. 72479


ENGINEER OF RECORD:



BY: , DATE:




PLAN CONSISTANT



Bid No. Q1032205B1

C:\Documents and Settings\jpetrov\Desktop\miramar-details.dwg, 3/9/2012 3:07:08 PM, jpetrov

Bid No. Q1032205B1