12-86 1OF7-034M
L
K
J
H
G
F
ID
[E
C
el
1
1
2 I 3 I 4 I 5 I 6
1) THE MAINTAINING AGENCY IS METROPOLITAN DADE COUNTY,
2) SIGNAL ❑PERATI ❑N, PHASING AND TIMINGS ARE TO BE PROVIDEDE BY
THE DADE COUNTY PUBLIC WORKS DEPARTMENT, SIGNALS AND SIGNS
DIVISION, LOCATED ATI
7100 NW 36 STREET
MIAMI, FLORIDA 33166
MR, ROBERT WILLIAMS
TELEPHONE: (305) 592 -8925
3) ALL UNDAMAGED SIGNAL HEAD ASSEMBLIES, MAST ARMS, CONTROLLERS
AND /OR CONTROL CABINETS, SHOWN TO BE REMOVED IN THE PLANS OR
IN CONFLICT WITH THE DESIGN SHALL BE REMOVED AND DELIVERED BY
THE CONTRACTOR TO THE LOCATI ❑N GIVEN BELOW, AFTER DISASSEMBLY
AND PRIOR TO DELIVERY, THE CONTRACTOR SHALL TAG THE SUBJECT
EQUIPMENT AS TO ITS L ❑CATION PRI ❑R TO REMOVAL, THE CONTRACTOR
SHALL DELIVER THE TAGGED EQUIPMENT AT A TIME DESIGNATED BY THE
MAINTAINING AGENCY, TO BE RECEIPTED BY THE STOREKEEPER OR HIS
DESIGNEE, DELIVERY WILL BE MADE T❑:
MR, ROBERT WILLIAMS
DADE COUNTY PUBLIC SIGNALS AND SIGNS DIVISION
7100 NW 36 STREET
MIAMI, FLORIDA 33166
TELEPHONE: (305) 592 -8925
4) THE CONTRACTOR SHALL BE AWARE THAT NO GEOTECHNICAL TESTING WAS
CONDUCTED AT THE PROJECT INTERSECTIONS AS PART OF THE
DEVELOPMENT OF THESE PLANS,
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CHECKING
INTERSECTI ❑N ELEVATI ❑NS AS THEY RELATE TO THE SIGNAL
POLE AND MAST —ARM INSTALLATIONS, THIS SHALL BE ACCOMPLISHED
PRIOR TO SUBMITTING A BID FOR THIS PROJECT, THE CONTRACTOR
SHALL INCLUDE IN HIS /HER BID ANY CHANGES TO POLE OR MAT —ARM
SIZES REQUIRED TO MEET THE MINIMUM LOW POINT CLEARANCE (LPC)
DIMENSION OF 17 FEET,
6) THE FRONT CONTROLLER CABINET DOOR SHALL OPEN AWAY FROM THE
INTERSECTI ❑N UNLESS OTHERWISE SHOWN IN THE PLANS OR AS
DIRECTED BY THE ENGINEER.
7) ALL CONDUIT SHALL BE 2 INCH MINIMUM UNLESS OTHERWISE NOTED IN
THE PLANS,
8) ALL PUBLIC LAND CORNERS AMD MONUMENTS WITHIN THE LIMITS OF
CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS:
CORNERS AND MONUMENTS IN CONFLICT WITH WORK AND IN DANGER OF
BEING DESTROYED, DAMAGED OR COVERED HAVE TO BE PROPERLY
REFERENCED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH
THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINING WORK AT THAT
SITE, THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO
REFERENCE AND RESTORE, UPON COMPLETI ❑N OF THE WORK, ALL SUCH
CORNERS AND MONUMENTS AND SHALL FURNISH TO THE DISTRICT
LOCATION ENGINEER A SIGNED AND SEALED COPY OF THE LAND
SURVEYORS REFERENCE DRAWING,
9) ALL N,G,V,D, BENCH MARK MONUMENTS WITHIN THE LIMITS OF
CONSTRUCTION SHALL BE PROTECTED BY THE CONTRACTOR IN THE SAME
WAY AS PUBLIC LAND CORNERS EXCEPT THAT THE LAND SURVEYOR SHALL
NOT BE REQUIRED TO RESTORE THE N,G,V.D, BENCH MARK UPON
COMPLETI ❑N OF THE WORK, THE CONTRACTOR SHALL PROMPTLY
TRANSMIT ALL DISPLACED OR DAMAGED N.G.V,D, DISKS TO THE
DISTRICT L ❑CATION ENGINEER. THE DISTRICT LOCATION -ENGINEER
WILL NOTIFY:
MR, R ❑N TAYLOR
NOS ADVISOR
DEPARTMENT OF NATURAL RESOURCES
BUREAU OF SURVEYING AND MAPPING
3900 COMMONWEALTH BOULEVARD
MAIL STATION 105
TALLAHASSEE, FLORIDA 32399 -3000
TELEPHONE: (904) 488 -2427
7 I 8 I 9 I 10 I I 1 I 12
10)THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE
CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF
ANY EXCAVATI ❑N FOR
TRAFFIC SIGNAL EQUIPMENT S❑ THAT A UTILITY
COMPANY
REPRESENTATIVE CAN BE PRESENT, KNOWN UTILITIES IN THE PROJECT
LIMITS INCLUDE, BUT ARE NOT LIMITED T❑:
UTILITY OWNER
PHONE N❑,
U.N,C,L,E,
1- 800 - 432 -4770
T,C,I, CABLE INC.
USE UNCLE
FLORIDA POWER & LIGHT
442 -5186
SOUTHERN BELL TELEPHONE COMPANY
446 -3544
FLORIDA DEPARTMENT OF TRANSPORTATI ❑N
253 -2871
MIAMI DADE WATER & SEWER AUTHORITY
665 -7471
AT &T
1- 800 -252 -1133
11)ALL UTILITIES ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE
ENGINEER,
12)THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING UNDERGROUND &
ABOVE GROUND FACILITIES WITHIN THE BOUNDS OF WORK MAY NOT BE
SHOWN IN THE PLANS, THE CONTRACTOR IS FULLY RESPONSIBLE FOR
LOCATING AND AVOIDING EXISTING UNDERGROUND AND ABOVE GROUND
UTILITIES, STRUCTURES AND CURB CUT RAMPS,
13)KNOWN UTILITIES WITHIN THE PROJECT LIMITS, WHERE SHOWN, ARE
LOCATED WITHIN 20 FEET OF PROPOSED UNDERGROUND CONSTRUCTI ❑N,
ON THE SIGNALIZATI ❑N PLANS, THE LOCATI ❑NS OF THESE UTILITIES
ARE APPROXIMATE, THE EXACT LOCATI ❑N SHALL BE DETERMINED BY
THE UTILITY OWNER AND THE CONTRACTOR BEFORE CONSTRUCTI ❑N,
IT IS THE INTENT OF THIS CONTRACT THAT ALL EXISTING UTILITIES
REMAIN IN PLACE,
14)THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN AND AROUND
AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND
UTILITIES,
15)THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY
PROVIDING ELECTRICAL POWER TO DETERMINE IF A SERVICE
PROCESSING FEE IS REQUIRED. IF REQUIRED, FEE SHALL BE
REFLECTED IN THE CONTRACTOR'S BID PRICE FOR ELECTRICAL POWER
SERVICE ASSEMBLY,
16)UNLESS NOTED OTHERWISE IN THE PLANS, INTERSECTI ❑NS AND OTHER
SIGNALIZED LOCATIONS SHALL BE MILLED AND RESURFACED, THE
LIMITS OF RESURFACING SHALL EXTEND 50 FEET BACK FROM THE
PROPOSED STOP BARS ON ALL APPROACHES UNLESS NOTED OTHERWISE IN
IN THE PLANS. PAVEMENT SHALL BE MILLED 1 112 INCES TO ALLOW
RESURFACING WITH 100 LBS /SY OF TYPE S ASPHALTIC CONCRETE AND
5/8 INCH FC -2 FRICTION COURSE, THE FINAL SURFACE OF THE
RESURFACED AREA SHALL MEET THE GRADES AND PR ❑FILES OF THE
ORIGINAL INTERSECTI ❑N. ALL MILLING, RESURFACING AND OTHER
WORK SHALL BE WITHIN THE RIGHT OF WAY, ON PRIVATE PROPERTY
WITHIN EXISTING EASEMENTS OR WITH THE PROPERTY OWNER'S
PERMISSI ❑N,
17)ALL INTERSECTI ❑NS AND OTHER SIGNALIZED LOCATIONS SHALL BE
RESTRIPED WITH THERM ❑PLASTIC STRIPING, STRIPING SHALL EXTEND
BACK FROM THE INTERSECTI ❑N, AND SHALL INCLUDE, BUT NOT BE
LIMITED TO STOP BARS, PAVEMENT ARROWS & MESSAGES AND
CROSSWALKS, STRIPING SHALL EXTEND 50 FEET BEYOND THE LIMITS
OF ANY PROPOSED RESURFACING, UNLESS NOTED OTHERWISE IN THE
PLANS, WHERE IT SHALL MATCH TO THE EXISTING STRIPING, ANY
PROPOSED S ❑LID STRIPING SHALL EXTEND TO THE END OF THE
EXISTING AUXILIARY LANE LINE, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER, BEYOND THE AREA SHOWN IN THE PLANS AND UNLESS
NOTED OTHERWISE, EDGELINE STRIPING AND ALL OTHER PAVEMENT
MARKINGS SHALL EXTEND THE FULL LENGTH OF TURN - LANES, PLUS THE
LENGTH OF EXISTING TAPERS, WHERE THEY SHALL MATCH THE EXISTING
STRIPING, AT INTERSECTIONS WHERE EXISTING PAVEMENT WAS
WIDENED TO CREATE AUXILIARY LANES, ALL PAVEMENT MARKINGS SHALL
EXTEND BACK FROM THE INTERSECTION TO THE FULL LENGTH OF
EXISTING PAVEMENT TRANSITIONS WHERE THEY SHALL MATCH EXISTING
STRIPING, THERMOPLASTIC STRIPING, INCLUDING APPROPRIATE
DIAGONAL MEDIAN STRIPING, AND REFELECTIVE PAVEMENT MARKER
QUANTITIES SHOWN ARE ESTIMATED ON THE BASIS OF THESE WORK
LIMITS,
13 I 14 I 15 I 16 I 17
18)REFLECTIVE PAVEMENT MARKERS ARE TO BE PLACED WITHIN THE SAME
WORK LIMITS DEFINED IN NOTE 17, REFER TO FD ❑T STANDARD INDEX
17352.
19)PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN IN THE PLANS AND
WITHIN THE WORK LIMITS DEFINED IN NOTE 17, REFER TO FD ❑T
STANDARD INDEX 17346,
20) MATCH NEW PAVEMENT MARKINGS TO EXISTING PAVEMENT MARKINGS AT
THE L ❑CATIONS DEFINED IN NOTE 17.
21) OVERHEAD AND GROUND MOUNTED ADVANCED STREET NAME SIGNS SHALL
BE CONSTRUCTED TO MEET THE REQUIREMENTS OF METROPOLITAN DADE
COUNTY, SIGNS SHALL MEET THE REQUIREMENTS OF THE DADE COUNTY
PUBLIC WORKS MANUAL, TRAFFIC SECTI ❑N. THERMOPLASTIC STRIPING
WIDTHS AND PLACEMENT OF RAISED PAVEMENT MARKERS INDICATED ON
THE PLANS AND QUANTITY SHEETS ARE THOSE FOLLOWING FDOT INDICES
AND 17352. HOWEVER, CONTRACTOR SHALL PLACE ALL PAVEMENT
MARKINGS, MESSAGES AND RAISED PAVEMENT MARKERS AS DIRECTED BY
THE ENGINEER TO MEET THE REQUIREMENTS OF METR ❑P❑LITAN DADE
COUNTY PUBLIC WORKS DEPARTMENT, THE CONTRACTOR SHALL CONSIDER
AND INCLUDE IN HIS /HER AMOUNT BID FOR SUCH QUANTITIES THE
THE SPECIFIC REQUIREMENTS OF DADE COUNTY,
22) WHERE ASPHALT PAVEMENT SIDEWALKS ARE REQUIRED IN THE PLANS,
THEY WILL EXTEND FROM THE EXISTING SIDEWALK TO THE EDGE OF
ROADWAY AND WILL BE A MINIMUM OF 7 FEET WIDE, THIS WORK WILL
INCLUDE THE C❑NSTRUCTI ❑N OF A 6" LIMER❑CK BASE UNDER 1" OF
ASPHALTIC CONCRETE, C❑MPENSATI ❑N FOR BASE AND ASPHALTIC
CONCRETE CONSTRUCTION SHALL BE MADE UNDER PAY ITEM NO, 339 -1,
MISCELLANEOUS ASPHALT PAVEMENT,
23) LOOP PULL BOXES IN THE VICINTY OF THE POLE SHALL BE INSTALLED
AS CLOSE AS POSSIBLE TO THE POLE AND IN ACCORDANCE WITH THE
SPECIAL PROVISI ❑NS,
24) WHEN THE FLORIDA DEPARTMENT OF TRANSP❑RTATI ❑N, AFTER
CONSULTATION WITH THE DADE COUNTY PUBLIC WORKS DEPARTMENT,
DETERMINES THAT THE NEED FOR A TRAFFIC SIGNAL IS CRITICAL TO
THE PUBLIC WELFARE, EARLY TURN ON OF THE SIGNAL WILL BE
REQUIRED BEFORE THE C❑MPLETI ❑N OF THE CONTRACT, IF THIS NEED
ARISES, THE FLORIDA DEPARTMENT OF TRANSP❑RTATI ❑N WILL ASSUME
THE RESPONSIBILITY FOR MAINTENANCE AND LIABILITY OR NEGOTIATE
WITH THE CONTRACTOR FOR MAINTENANCE AND LIABILITY FOR SUCH A
SIGNAL,
25) THE CONTRACTOR SHALL PROVIDE A TWO MAN BUCKET TRUCK AND ASSIST
THE FD ❑T INSPECT ❑R IN PHYSICALLY EXAMINING EACH SIGNAL HEAD
THE SAME DAY IT IS ERECTED, COST TO PR ❑VIDE THIS EQUIPMENT
AND ASSISTANCE SHALL BE INCLUDED IN THE SIGNAL HEAD ASSEMBLY
PAY ITEMS,
2 I 3 I 4 I 5 I 6 I 7 I S I 9 I 10 I 11 I 12
13
14
15
16
17
luell
luell
r
L I
KI
I 1111,x,
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 96207
(317) 636 -1600
THE
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532-0433
/ I
O
cn
II
G
[a
_� V
2z �a
ow .;
wM W
J !�
cc w a ? '
m df 7
ARCHURL"r 1Y8 • ffilwQ
PLANMNG•MMM MGN
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
Fj (305) 666 -5474
A.A.C. 000404
OLIVERIO SANCHEZ,P.E.
CIVIL ENGINEER
FLREG.NO 44771
s
P, �. r
JA
• • G ;,'err
o ISSUE DATE
8 -7 -96
:cq
C _� BID SET
REVISION DATE
.o
:z
= U
w
=o
B =�
CADD FILE NAME
C9 -03
DRAWING TITLE
GENERAL NOTES
SHEET NUMBER
A
C9-03
32 OF 39