city contract plans - broward county, florida line expressway f l o r i d a bartow s ... broward...
TRANSCRIPT
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
TABULATION OF QUANTITIES
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
TABULATION OF QUANTITIES
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
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)
18" Solid Traffic Stripe (White) (Thermoplastic)
12" Solid Traffic Stripe (White) (Thermoplastic)
8" Solid Traffic Stripe (White) (Thermoplastic)
6" 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
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
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
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
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,
BROWARD COUNTY TRAFFIC ENGINEERING DIVISION
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
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
NO.
SHEET
3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\GNNTSG01.DGN4:48:56 PM
5387 MIRAMAR
DATE DESCRIPTION
REVISIONS
GENERAL NOTES
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
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
BROWARD COUNTY TRAFFIC ENGINEERING DIVISION
[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
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
3/9/2012lkitchen G:\CapitalProjects\005387_Miramar Pkwy and SW 145th Ave\07_CADD\Microstation\12345678910\signals\GNNTSG02.DGN4:48:57 PM
5387 MIRAMAR
DATE DESCRIPTION
REVISIONS
NO.
SHEET
GENERAL NOTES
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
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
BROWARD COUNTY TRAFFIC ENGINEERING DIVISION
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
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
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
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
LA
ND
SC
AP
E/
BU
FF
ER
YA
RD
AR
EA
20’
UTILIT
Y
AN
D SID
EW
AL
K
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
.46
8.34
8.30
8.24
8.18
8.16
8.41
8.54
8.53 8
.59
8.68
8.77 8.81 8
.798.76
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
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
ENGINEER OF RECORD:
BR WARD 6 MIRAMAR PARKWAY
& 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
EXISTING SIDEWALK & CURB
CONNECT & MATCH
60.20’ (RT)
+91.05
EXISTING SIDEWALK & CURB
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
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
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
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
ENGINEER OF RECORD:
BR WARD 7 MIRAMAR PARKWAY
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
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
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
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
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’
[163 LF] DIRECTIONAL BORE
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
1-SIGNAL, 1-VIDEO, 2- SPARE4 CONDUITS IN ONE BORE
& AIRCARD [1 EA]
784-1-X CELLULAR ROUTER
[130 LF] DIRECTIONAL BORE
1-SIGNAL, 1-VIDEO, 2- SPARE4 CONDUITS IN ONE BORE
60.57’ (LT)
+88.85
61.01’ (RT)
+26.68
[135 LF] DIRECTIONAL BORE
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
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
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
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
BY
_____________________
LICENSE NO. 72479
CLAUDIA RUSSELL, P.E.
ENGINEER OF RECORD:
BR WARD 9 MIRAMAR PARKWAY
& 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
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
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
PUBLIC WORKS DEPARTMENT
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
CITY INTERSECTION COUNTY PROJECT NO.
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:
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
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
CLAUDIA RUSSELL, P.E.
ENGINEER OF RECORD:
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
C:\Documents and Settings\jpetrov\Desktop\miramar-details.dwg, 3/9/2012 3:07:08 PM, jpetrov
Bid No. Q1032205B1