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[IN
1> THE MAINTAINING AGENCY IS METR ❑P ❑LITAN DADE COUNTY, 10)THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE
CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR 18)WORK REFLECTIVE
LIMITSPDEFMENT MARKERS ARE TO BE PLACED WITHIN THE SAME
2) SIGNAL OPERATION, PHASING AND TIMINGS ARE T❑ BE PROVIDEDE BY TRAFFIC SIGNAL EQUIPMENT S❑ THAT A UTILITY COMPANY INED IN NOTE 17, REFER TO FOOT STANDARD INDEX
THE DADE COUNTY PUBLIC WORKS DEPARTMENT, SIGNALS AND SIGNS REPRESENTATIVE CAN BE PRESENT, KNOWN UTILITIES IN THE PROJE 17352,
DIVISION, LOCATED AT: CT
LIMITS INCLUDE, BUT ARE NOT LIMITED T❑: 19)PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN IN THE PLANS
7100 NW 36 STREET AND
MIAMI, FLORIDA 33166 WITHIN THE WORK LIMITS DEFINED IN NOTE 17, REFER TO FDOT
MR, ROBERT WILLIAMS UTILITY OWNER STANDARD INDEX 17346,
TELEPHONE: (305) 592 -8925 PHONE N❑,
20)MATCH NEW PAVEMENT MARKINGS TO EXISTING PAVEMENT MARKINGS AT
3) ALL UNDAMAGED SIGNAL HEAD ASSEMBLIES, 1 -800- 432 -4770 THE LOCATI ❑NS DEFINED IN NOTE 17,
,N.C,L,E,
MAST ARMS CONTROLLERS T.C.I. CABLE INC.
AND/OR CONTROL CABINETS, SHOWN TO BE REMOVED IN THE PLANS OR USE UNCLE
IN CONFLICT WITH THE DESIGN SHALL BE REMOVED AND DELIVERED BY 21)OVERHEAD AND GROUND MOUNTED ADVANCED STREET NAME SIGNS SHALL
THE CONTRACTOR TO THE LOCATI ❑N GIVEN BELOW, AFTER DISASSEMBLY FLORIDA POWER & LIGHT BE CONSTRUCTED T❑ MEET THE REQUIREMENTS ❑F METROPOLITAN DARE
AND PRIOR TO DELIVERY, THE CONTRACTOR SHALL TAG THE SUBJECT SOUTHERN BELL TELEPH ❑NE COMPANY 442 -5186 COUNTY, SIGNS SHALL MEET THE REQUIREMENTS OF THE DADE COUNTY
EQUIPMENT AS TO ITS L ❑CATION PRI ❑R TO REMOVAL, THE CONTRACTOR FLORIDA DEPARTMENT OF E COMP❑RTATI ❑N 253 -3544 PUBLIC WORKS MANUAL, TRAFFIC SECTION. THERMOPLASTIC STRIPING
SHALL DELIVER THE TAGGED EQUIPMENT AT A TIME DESIGNATED BY THE MIAMI DADE WATER & SEWER AUTHORITY 665-7471 WIDTHS AND PLACEMENT ❑F RAISED PAVEMENT MARKERS INDICATED ON
MAINTAINING AGENCY, TO BE RECEIPTED BY THE STOREKEEPER OR HIS AT &T THE PLANS AND QUANTITY SHEETS ARE THOSE FOLL ❑WING FDOT INDICES
DESIGNEE, DELIVERY WILL BE MADE TO: 1- 800 -252 -1133 AND 17352. HOWEVER, CONTRACTOR SHALL PLACE ALL PAVEMENT
MR. ROBERT WILLIAMS MARKINGS, MESSAGES AND RAISED PAVEMENT MARKERS AS DIRECTED BY
DADE COUNTY PUBLIC SIGNALS AND SIGNS DIVISI ❑N THE ENGINEER TO MEET THE REQUIREMENTS OF METROPOLITAN DADE
7100 NW 36 STREET COUNTY PUBLIC WORKS DEPARTMENT, THE CONTRACTOR SHALL CONSIDER
MIAMI, FLORIDA 33166 AND INCLUDE IN HIS /HER AMOUNT BID FOR SUCH QUANTITIES THE
TELEPHONE: (305) 592 -8925 THE SPECIFIC REQUIREMENTS OF DADE COUNTY,
4) THE CONTRACTOR SHALL BE AWARE THAT NO GEOTECHNICAL TESTING WAS 22)WHERE ASPHALT PAVEMENT SIDEWALKS ARE REQUIRED IN THE PLANS,
CONDUCTED AT THE PROJECT INTERSECTI ❑NS AS PART OF THE THEY WILL EXTEND FROM THE EXISTING SIDEWALK TO THE EDGE OF
DEVELOPMENT OF THESE PLANS, ROADWAY AND WILL BE A MINIMUM OF 7 FEET WIDE, THIS WORK WILL
11)ALL UTILITIES ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE INCLUDE THE CONSTRUCTION ❑F A 6" LIMEROCK BASE UNDER 1"
ENGINEER, � OF
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CHECKING ASPHALTIC CONCRETE, C❑MPENSATI ❑N FOR BASE AND ASPHALTIC
INTERSECTI ❑N ELEVATI ❑NS AS THEY RELATE TO THE SIGNAL 12) THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING UNDERGROUND & CONCRETE CONSTRUCTI ❑N SHALL BE MADE UNDER PAY ITEM NO, 339 -1,
POLE AND MAST —ARM INSTALLATIONS, THIS SHALL BE ACCOMPLISHED ABOVE GROUND FACILITIES WITHIN THE BOUNDS OF WORK MAY NOT BE
MISCELLANEOUS ASPHALT PAVEMENT,
PRIOR TO SUBMITTING A BID FOR THIS PROJECT, THE CONTRACTOR SHOWN IN THE PLANS, THE CONTRACTOR IS FULLY RESPONSIBLE FOR
SHALL INCLUDE IN HIS /HER BID ANY CHANGES TO POLE OR MAT —ARM LOCATING AND AVOIDING EXISTING UNDERGROUND AND ABOVE GROUND 23)L❑ ❑P PULL BOXES IN THE VIHE PO ❑F THE POLE SHALL BE INSTALLED
SIZES REQUIRED TO MEET THE MINIMUM LOW POINT CLEARANCE (LPC) UTILITIES, STRUCTURES AND CURB CUT RAMPS, AS CLOSE AS POSSIBLE T❑ THE POLE AND IN.ACCORDANCE WITH THE
DIMENSION OF 17 FEET, SPECIAL PR ❑VISIONS,
13)KNOWN UTILITIES WITHIN THE PROJECT LIMITS, WHERE SHOWN, ARE 24)WHEN THE FLORIDA DEPARTMENT OF TRANSPORTATION AFTER
6) THE FRONT CONTROLLER CABINET DOOR SHALL OPEN AWAY FROM THE LOCATED WITHIN 20 FEET OF PROPOSED UNDERGROUND C❑NSTRUCTI '
INTERSECTION UNLESS OTHERWISE SHOWN IN THE PLANS OR AS ON THE SIGNALIZATION PLANS, ONE CONSULTATION WITH THE DADE COUNTY PUBLIC WORKS DEPARTMENT,
DIRECTED BY THE ENGINEER, THE LOCATIONS OF THESE UTILITIES DETERMINES THAT THE NEED FOR A TRAFFIC SIGNAL IS CRITICAL TO
ARE APPROXIMATE, THE EXACT LOCATION SHALL BE DETERMINED BY THE PUBLIC WELFARE, EARLY TURN ON OF THE SIGNAL WILL BE
THE UTILITY OWNER AND THE CONTRACTOR BEFORE CONSTRUCTION, REQUIRED BEFORE THE COMPLETION OF THE CONTRACT, IF THIS NE
. 7) ALL CONDUIT SHALL BE 2 INCH MINIMUM UNLESS OTHERWISE NOTED IN IT IS THE INTENT ❑F THIS CONTRACT THAT ALL EXISTING UTILITIES ED
THE PLANS,. IES ARISES, THE FLORIDA DEPARTMENT ❑F TRANSPORTATION WILL ASSUME
REMAIN IN PLACE, THE RESPONSIBILITY FOR MAINTENANCE AND LIABILITY OR NEGOTIATE
8) ALL PUBLIC LAND CORNERS AMD MONUMENTS WITHIN THE LIMITS OF 14)THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN AND AROUND WITH THE CONTRACTOR FOR MAINTENANCE AND LIABILITY FOR SUCH A
CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: AREAS OF OVERHEAD TRANSMISSI ❑N LINES AND UNDERGROUND SIGNAL,
CORNERS AND MONUMENTS IN CONFLICT WITH WORK AND IN DANGER OF UTILITIES,
BEING DESTROYED, DAMAGED OR COVERED HAVE TO BE PROPERLY 25)THE CONTRACTOR SHALL PR ❑VIDE A TWO MAN BUCKET TRUCK AND ASSIST
REFERENCED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH 15)THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY. THE FDOT INSPECTOR IN PHYSICALLY EXAMINING EACH SIGNAL HEAD
THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BARD OF PROVIDING ELECTRICAL POWER TO DETERMINE IF A SERVICE THE SAME DAY IT IS ERECTED, COST TO PROVIDE THIS EQUIPMENT
PROFESSIONAL LAND SURVEYORS PRI ❑R TO BEGINING WORK AT THAT PROCESSING FEE IS REQUIRED, IF REQUIRED, FEE SHALL BE AND ASSISTANCE SHALL BE INCLUDED IN THE SIGNAL HEAD ASSEMBLY
SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFLECTED IN THE CONTRACTOR'S BID PRICE FOR ELECTRICAL POWER PAY ITEMS,
REFERENCE AND RESTORE, UPON COMPLETION OF THE WORK, ALL SUCH SERVICE ASSEMBLY,
CORNERS AND MONUMENTS AND SHALL FURNISH TO THE DISTRICT
L ❑CATION ENGINEER A SIGNED AND SEALED COPY OF THE LAND 16)UNLESS NOTED OTHERWISE IN THE PLANS, INTERSECTI ❑NS AND OTHER
SURVEYORS REFERENCE DRAWING, SIGNALIZED LOCATIONS SHALL BE MILLED AND RESURFACED, THE
LIMITS OF RESURFACING SHALL EXTEND 50 FEET BACK FROM THE
9) ALL N.G.V.D, BENCH MARK MONUMENTS WITHIN THE LIMITS OF PROPOSED STOP BARS ON ALL APPROACHES UNLESS NOTED OTHERWIS
CONSTRUCTI ❑N SHALL BE PROTECTED BY THE CONTRACTOR IN THE SAME IN THE PLANS, PAVEMENT SHALL BE MILLED 1 112 INCES TO ALLOWIN
WAY AS PUBLIC LAND CORNERS EXCEPT THAT THE LAND SURVEYOR SHALL RESURFACING WITH 100 LBS /SY OF TYPE S ASPHALTIC CONCRETE AND
NOT BE REQUIRED TO RESTORE THE N.G.V.D, BENCH MARK UPON 5/8 INCH FC -2 FRICTI ❑N COURSE, THE FINAL SURFACE OF THE
COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY RESURFACED AREA SHALL MEET THE GRADES AND PR ❑FILES OF THE
TRANSMIT ALL DISPLACED OR DAMAGED N.G.V,D, DISKS TO THE ❑RIGINAL'INTERSECTI ❑N, ALL MILLING, RESURFACING AND OTHER
DISTRICT LOCATION ENGINEER, THE DISTRICT LOCATION ENGINEER WORK SHALL BE WITHIN THE RIGHT OF WAY, ON PRIVATE PROPERTY
WILL NOTIFY: WITHIN EXISTING EASEMENTS OR WITH THE PROPERTY OWNER'S
MR, R ❑N TAYLOR P
NOS ADVISOR ERMISSION,
DEPARTMENT OF NATURAL RESOURCES 17)ALL INTERSECTI ❑NS AND OTHER SIGNALIZED LOCATIONS SHALL BE
BUREAU OF SURVEYING AND MAPPING RESTRIPED WITH THERM ❑PLASTIC STRIPING. STRIPING SHALL EXTEND
3900 COMMONWEALTH BOULEVARD BACK FROM THE INTERSECTION, AND SHALL INCLUDE, BUT NOT BE
MAIL STATI ❑N 105 LIMITED TO STOP BARS, PAVEMENT ARROWS & MESSAGES AND
TALLAHASSEE, FLORIDA 32399 -3000 CROSSWALKS. STRIPING SHALL EXTEND 50 FEET BEYOND THE LIMITS
TELEPHONE: (904) 488 -2427 OF ANY PROPOSED RESURFACING, UNLESS NOTED OTHERWISE IN THE
PLANS, WHERE IT SHALL MATCH TO THE EXISTING STRIPING, ANY
PROPOSED SOLID 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 INTERSECTI ❑N 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,
.1
10 11
12
13
14
15-
16
17
17
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M GROUP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636-1600
THE
MRAP]
ICOMPANYI
Slate 510
Miami Bad4 FL.3314
PA
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MIAMI, h LUNIVA 33143
(305) 666 -5474
A.A.C. 000404
OUVERIO SANCHEZ,P.E.
CIVIL ENGINEER
FLREG.NO: 44771
c
:...i
r ISSUE DATE
>oc� 8 -7 -96
:cq
C BID SET
REVISION DATE
:o
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= U
: W
- O
C FILE NAME
C9 -03
DRAWING TITLE
GENERAL NOTES
A SHEET NUMBER
- -C9 -03
32 OF 39
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rwil
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15
[IN
1> THE MAINTAINING AGENCY IS METR ❑P ❑LITAN DADE COUNTY, 10)THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE
CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR 18)WORK REFLECTIVE
LIMITSPDEFMENT MARKERS ARE TO BE PLACED WITHIN THE SAME
2) SIGNAL OPERATION, PHASING AND TIMINGS ARE T❑ BE PROVIDEDE BY TRAFFIC SIGNAL EQUIPMENT S❑ THAT A UTILITY COMPANY INED IN NOTE 17, REFER TO FOOT STANDARD INDEX
THE DADE COUNTY PUBLIC WORKS DEPARTMENT, SIGNALS AND SIGNS REPRESENTATIVE CAN BE PRESENT, KNOWN UTILITIES IN THE PROJE 17352,
DIVISION, LOCATED AT: CT
LIMITS INCLUDE, BUT ARE NOT LIMITED T❑: 19)PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN IN THE PLANS
7100 NW 36 STREET AND
MIAMI, FLORIDA 33166 WITHIN THE WORK LIMITS DEFINED IN NOTE 17, REFER TO FDOT
MR, ROBERT WILLIAMS UTILITY OWNER STANDARD INDEX 17346,
TELEPHONE: (305) 592 -8925 PHONE N❑,
20)MATCH NEW PAVEMENT MARKINGS TO EXISTING PAVEMENT MARKINGS AT
3) ALL UNDAMAGED SIGNAL HEAD ASSEMBLIES, 1 -800- 432 -4770 THE LOCATI ❑NS DEFINED IN NOTE 17,
,N.C,L,E,
MAST ARMS CONTROLLERS T.C.I. CABLE INC.
AND/OR CONTROL CABINETS, SHOWN TO BE REMOVED IN THE PLANS OR USE UNCLE
IN CONFLICT WITH THE DESIGN SHALL BE REMOVED AND DELIVERED BY 21)OVERHEAD AND GROUND MOUNTED ADVANCED STREET NAME SIGNS SHALL
THE CONTRACTOR TO THE LOCATI ❑N GIVEN BELOW, AFTER DISASSEMBLY FLORIDA POWER & LIGHT BE CONSTRUCTED T❑ MEET THE REQUIREMENTS ❑F METROPOLITAN DARE
AND PRIOR TO DELIVERY, THE CONTRACTOR SHALL TAG THE SUBJECT SOUTHERN BELL TELEPH ❑NE COMPANY 442 -5186 COUNTY, SIGNS SHALL MEET THE REQUIREMENTS OF THE DADE COUNTY
EQUIPMENT AS TO ITS L ❑CATION PRI ❑R TO REMOVAL, THE CONTRACTOR FLORIDA DEPARTMENT OF E COMP❑RTATI ❑N 253 -3544 PUBLIC WORKS MANUAL, TRAFFIC SECTION. THERMOPLASTIC STRIPING
SHALL DELIVER THE TAGGED EQUIPMENT AT A TIME DESIGNATED BY THE MIAMI DADE WATER & SEWER AUTHORITY 665-7471 WIDTHS AND PLACEMENT ❑F RAISED PAVEMENT MARKERS INDICATED ON
MAINTAINING AGENCY, TO BE RECEIPTED BY THE STOREKEEPER OR HIS AT &T THE PLANS AND QUANTITY SHEETS ARE THOSE FOLL ❑WING FDOT INDICES
DESIGNEE, DELIVERY WILL BE MADE TO: 1- 800 -252 -1133 AND 17352. HOWEVER, CONTRACTOR SHALL PLACE ALL PAVEMENT
MR. ROBERT WILLIAMS MARKINGS, MESSAGES AND RAISED PAVEMENT MARKERS AS DIRECTED BY
DADE COUNTY PUBLIC SIGNALS AND SIGNS DIVISI ❑N THE ENGINEER TO MEET THE REQUIREMENTS OF METROPOLITAN DADE
7100 NW 36 STREET COUNTY PUBLIC WORKS DEPARTMENT, THE CONTRACTOR SHALL CONSIDER
MIAMI, FLORIDA 33166 AND INCLUDE IN HIS /HER AMOUNT BID FOR SUCH QUANTITIES THE
TELEPHONE: (305) 592 -8925 THE SPECIFIC REQUIREMENTS OF DADE COUNTY,
4) THE CONTRACTOR SHALL BE AWARE THAT NO GEOTECHNICAL TESTING WAS 22)WHERE ASPHALT PAVEMENT SIDEWALKS ARE REQUIRED IN THE PLANS,
CONDUCTED AT THE PROJECT INTERSECTI ❑NS AS PART OF THE THEY WILL EXTEND FROM THE EXISTING SIDEWALK TO THE EDGE OF
DEVELOPMENT OF THESE PLANS, ROADWAY AND WILL BE A MINIMUM OF 7 FEET WIDE, THIS WORK WILL
11)ALL UTILITIES ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE INCLUDE THE CONSTRUCTION ❑F A 6" LIMEROCK BASE UNDER 1"
ENGINEER, � OF
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CHECKING ASPHALTIC CONCRETE, C❑MPENSATI ❑N FOR BASE AND ASPHALTIC
INTERSECTI ❑N ELEVATI ❑NS AS THEY RELATE TO THE SIGNAL 12) THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING UNDERGROUND & CONCRETE CONSTRUCTI ❑N SHALL BE MADE UNDER PAY ITEM NO, 339 -1,
POLE AND MAST —ARM INSTALLATIONS, THIS SHALL BE ACCOMPLISHED ABOVE GROUND FACILITIES WITHIN THE BOUNDS OF WORK MAY NOT BE
MISCELLANEOUS ASPHALT PAVEMENT,
PRIOR TO SUBMITTING A BID FOR THIS PROJECT, THE CONTRACTOR SHOWN IN THE PLANS, THE CONTRACTOR IS FULLY RESPONSIBLE FOR
SHALL INCLUDE IN HIS /HER BID ANY CHANGES TO POLE OR MAT —ARM LOCATING AND AVOIDING EXISTING UNDERGROUND AND ABOVE GROUND 23)L❑ ❑P PULL BOXES IN THE VIHE PO ❑F THE POLE SHALL BE INSTALLED
SIZES REQUIRED TO MEET THE MINIMUM LOW POINT CLEARANCE (LPC) UTILITIES, STRUCTURES AND CURB CUT RAMPS, AS CLOSE AS POSSIBLE T❑ THE POLE AND IN.ACCORDANCE WITH THE
DIMENSION OF 17 FEET, SPECIAL PR ❑VISIONS,
13)KNOWN UTILITIES WITHIN THE PROJECT LIMITS, WHERE SHOWN, ARE 24)WHEN THE FLORIDA DEPARTMENT OF TRANSPORTATION AFTER
6) THE FRONT CONTROLLER CABINET DOOR SHALL OPEN AWAY FROM THE LOCATED WITHIN 20 FEET OF PROPOSED UNDERGROUND C❑NSTRUCTI '
INTERSECTION UNLESS OTHERWISE SHOWN IN THE PLANS OR AS ON THE SIGNALIZATION PLANS, ONE CONSULTATION WITH THE DADE COUNTY PUBLIC WORKS DEPARTMENT,
DIRECTED BY THE ENGINEER, THE LOCATIONS OF THESE UTILITIES DETERMINES THAT THE NEED FOR A TRAFFIC SIGNAL IS CRITICAL TO
ARE APPROXIMATE, THE EXACT LOCATION SHALL BE DETERMINED BY THE PUBLIC WELFARE, EARLY TURN ON OF THE SIGNAL WILL BE
THE UTILITY OWNER AND THE CONTRACTOR BEFORE CONSTRUCTION, REQUIRED BEFORE THE COMPLETION OF THE CONTRACT, IF THIS NE
. 7) ALL CONDUIT SHALL BE 2 INCH MINIMUM UNLESS OTHERWISE NOTED IN IT IS THE INTENT ❑F THIS CONTRACT THAT ALL EXISTING UTILITIES ED
THE PLANS,. IES ARISES, THE FLORIDA DEPARTMENT ❑F TRANSPORTATION WILL ASSUME
REMAIN IN PLACE, THE RESPONSIBILITY FOR MAINTENANCE AND LIABILITY OR NEGOTIATE
8) ALL PUBLIC LAND CORNERS AMD MONUMENTS WITHIN THE LIMITS OF 14)THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN AND AROUND WITH THE CONTRACTOR FOR MAINTENANCE AND LIABILITY FOR SUCH A
CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: AREAS OF OVERHEAD TRANSMISSI ❑N LINES AND UNDERGROUND SIGNAL,
CORNERS AND MONUMENTS IN CONFLICT WITH WORK AND IN DANGER OF UTILITIES,
BEING DESTROYED, DAMAGED OR COVERED HAVE TO BE PROPERLY 25)THE CONTRACTOR SHALL PR ❑VIDE A TWO MAN BUCKET TRUCK AND ASSIST
REFERENCED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH 15)THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY. THE FDOT INSPECTOR IN PHYSICALLY EXAMINING EACH SIGNAL HEAD
THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BARD OF PROVIDING ELECTRICAL POWER TO DETERMINE IF A SERVICE THE SAME DAY IT IS ERECTED, COST TO PROVIDE THIS EQUIPMENT
PROFESSIONAL LAND SURVEYORS PRI ❑R TO BEGINING WORK AT THAT PROCESSING FEE IS REQUIRED, IF REQUIRED, FEE SHALL BE AND ASSISTANCE SHALL BE INCLUDED IN THE SIGNAL HEAD ASSEMBLY
SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFLECTED IN THE CONTRACTOR'S BID PRICE FOR ELECTRICAL POWER PAY ITEMS,
REFERENCE AND RESTORE, UPON COMPLETION OF THE WORK, ALL SUCH SERVICE ASSEMBLY,
CORNERS AND MONUMENTS AND SHALL FURNISH TO THE DISTRICT
L ❑CATION ENGINEER A SIGNED AND SEALED COPY OF THE LAND 16)UNLESS NOTED OTHERWISE IN THE PLANS, INTERSECTI ❑NS AND OTHER
SURVEYORS REFERENCE DRAWING, SIGNALIZED LOCATIONS SHALL BE MILLED AND RESURFACED, THE
LIMITS OF RESURFACING SHALL EXTEND 50 FEET BACK FROM THE
9) ALL N.G.V.D, BENCH MARK MONUMENTS WITHIN THE LIMITS OF PROPOSED STOP BARS ON ALL APPROACHES UNLESS NOTED OTHERWIS
CONSTRUCTI ❑N SHALL BE PROTECTED BY THE CONTRACTOR IN THE SAME IN THE PLANS, PAVEMENT SHALL BE MILLED 1 112 INCES TO ALLOWIN
WAY AS PUBLIC LAND CORNERS EXCEPT THAT THE LAND SURVEYOR SHALL RESURFACING WITH 100 LBS /SY OF TYPE S ASPHALTIC CONCRETE AND
NOT BE REQUIRED TO RESTORE THE N.G.V.D, BENCH MARK UPON 5/8 INCH FC -2 FRICTI ❑N COURSE, THE FINAL SURFACE OF THE
COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY RESURFACED AREA SHALL MEET THE GRADES AND PR ❑FILES OF THE
TRANSMIT ALL DISPLACED OR DAMAGED N.G.V,D, DISKS TO THE ❑RIGINAL'INTERSECTI ❑N, ALL MILLING, RESURFACING AND OTHER
DISTRICT LOCATION ENGINEER, THE DISTRICT LOCATION ENGINEER WORK SHALL BE WITHIN THE RIGHT OF WAY, ON PRIVATE PROPERTY
WILL NOTIFY: WITHIN EXISTING EASEMENTS OR WITH THE PROPERTY OWNER'S
MR, R ❑N TAYLOR P
NOS ADVISOR ERMISSION,
DEPARTMENT OF NATURAL RESOURCES 17)ALL INTERSECTI ❑NS AND OTHER SIGNALIZED LOCATIONS SHALL BE
BUREAU OF SURVEYING AND MAPPING RESTRIPED WITH THERM ❑PLASTIC STRIPING. STRIPING SHALL EXTEND
3900 COMMONWEALTH BOULEVARD BACK FROM THE INTERSECTION, AND SHALL INCLUDE, BUT NOT BE
MAIL STATI ❑N 105 LIMITED TO STOP BARS, PAVEMENT ARROWS & MESSAGES AND
TALLAHASSEE, FLORIDA 32399 -3000 CROSSWALKS. STRIPING SHALL EXTEND 50 FEET BEYOND THE LIMITS
TELEPHONE: (904) 488 -2427 OF ANY PROPOSED RESURFACING, UNLESS NOTED OTHERWISE IN THE
PLANS, WHERE IT SHALL MATCH TO THE EXISTING STRIPING, ANY
PROPOSED SOLID 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 INTERSECTI ❑N 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,
.1
10 11
12
13
14
15-
16
17
17
lu
lu
M GROUP
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636-1600
THE
MRAP]
ICOMPANYI
Slate 510
Miami Bad4 FL.3314
PA
J
A
i5LI `
LLLLLL
l l l
G
FI
JV
a?
Qy
. 0 u
• i Z W
_ J I-
rr a
Lu
1 (fl ; I l IOWA
• \\I��
I II I :I 1. I;�:•:r
MIAMI, h LUNIVA 33143
(305) 666 -5474
A.A.C. 000404
OUVERIO SANCHEZ,P.E.
CIVIL ENGINEER
FLREG.NO: 44771
c
:...i
r ISSUE DATE
>oc� 8 -7 -96
:cq
C BID SET
REVISION DATE
:o
_z
= U
: W
- O
C FILE NAME
C9 -03
DRAWING TITLE
GENERAL NOTES
A SHEET NUMBER
- -C9 -03
32 OF 39