SRTS Miami Northwestern Senior High School FM 445766-1

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monitor downloads of Project documents from this website. Therefore, prospective bidders who
choose to use this method of distribution shall also be responsible for monitoring the site and
downloading any applicable addenda or supplemental information. DTPW will distribute hard
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purchased a hard copy of the original solicitation documents.
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transmission or downloading of any documents or specifications from this website. In the event of
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Miami-Dade County SET # __ 2 ___ OF ___2__ SETS
Department of
Transportation and Public
Works
VOLUME II
Safe Route to Schools (SRTS) Miami Northwestern Senior
High School FMs 445766-1
Miami Northwestern Senior High School
1100 NW 71st St, Miami, FL 33150
Drawings
Disadvantaged Business Enterprise Program:
Not Applicable
Community Workforce Program:
Not Applicable
DTPW Capital Improvements Engineer:
Katherine Fernandez
RPQ Issue Date:
October 2, 2026
Miscellaneous Construction Contract (MCC) Program
MCC 7360 Plan- CICC 7360-0/08, Request for Price Quotation (RPQ) No. 20260113

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ROADWAY IMPROVEMENTS
FOR
MIAMI NORTHWESTERN SENIOR HIGH SCHOOL
MIAMI-DADE COUNTY, FLORIDA
DTPW PROJECT NO.: 20240168, FPID NO.: 445766-1
VICINITY MAP PROJECT LOCATION
SHEET LIST
NW 77TH ST NW 77TH ST
N SH O E . ET D SH ES E C ET RIPTION N W 1 6 T H A V V A H T 5 1 W N L P H T 4 1 W N N W 1 4 T H C T NW 75TH ST T C H T 2 1 W N V A H T 2NW 75TH ST NW 76TH ST NW 75TH ST NW 75TH ST T C H T 4 W N N W 4 T H A V V A D R 3 W N T C D N 2 W N
1 W NW 74TH ST N NW 73RD TE
R-1 KEY SHEET
NW 73RD ST R-2 - R-3 GENERAL NOTES
R-4 SUMMARY OF QUANTITIES NW 72ND TE R-5 PROJECT LAYOUT NW 72ND ST NW 72ND ST NW 72ND ST
R-6 SPECIAL DETAILS PLANS PREPARED BY: R-7 - R-23 ROADWAY & SIGNING AND PAVEMENT MARKING PLAN NW 71ST ST KIMLEY-HORN AND ASSOCIATES, INC.
R-24 SPECIAL DETAILS CONSULTING ENGINEERS AND PLANNERS
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STATE OF FLORIDA NW 63RD ST NW 63RD ST NW 62ND TE V V A A
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Florida Department of Transportation, FY2026-27 Standard Plans for
Road and Bridge Construction and applicable Interim Revisions (IRs).
Standard Plans for Road Construction and IRs are available at O
NTE I. ALM
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the following website: http://www.fdot.gov/design/standardplans L E T E
PREPARED FOR:
Manual on Uniform Traffic Control Devices (11th Edition) No.70822
MIAMI-DADE COUNTY
FDOT Speed Zoning for Highways, Roads and Streets in Florida Manual
Manual of Uniform Minimum Standards for Design, Construction and Maintenance for P R STATE OF E R
Streets and Highways "Florida Greenbook" 2023 Edition. O E
GOVERNING STANDARD SPECIFICATIONS: PREPARED BY:
F E
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(cid:39)A
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Florida Department of Transportation, FY2026-27 Standard Specifications
for Road and Bridge Construction at the following website:
http://www.dot.state.fl.us/programmanagement/Implemented/SpcBooks

GENERAL NOTES
1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION AND PROTECTION, REPAIR AND/OR REPLACEMENT OF ALL UTILITIES 18. THE CONTRACTOR SHALL PAINT ALL STATIONS WITH STENCILED NUMBERS ON THE FACE OF CURB:
THAT MAY BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. A. FROM THE BEGINNING OF THE PROJECT WHERE THE CURB IS TO REMAIN.
B. AT NEW CURB NOT LATER THAN 72 HOURS AFTER BEING POURED.
2. THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE INFORMATION PROVIDED BY UTILITY OWNERS AND C. WHERE CURB DOES NOT EXIST AND SHALL NOT BE CONSTRUCTED.
SHOULD BE CONSIDERED APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE THE CONTRACTOR SHALL MAINTAIN STATIONING WITH SURVEYING STAKES.
CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE-TRENCHING IN COORDINATION WITH ALL UTILITY CONTRACTOR SHALL MAINTAIN THE STATION MARKS VISIBLE UNTIL FINAL INSPECTION.
COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATION AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED
IMPROVEMENTS MUST BE RESOLVED BY THE CONTRACTOR. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE 19. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT,
CONTRACT AND NO ADDITIONAL COMPENSATION MUST BE ALLOWED. AND ANY OTHER STATE OR LOCAL AGENCY WITH JURISDICTION. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ANY REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR SHALL NOTIFY ALL IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
INVOLVED UTILITIES TWO (2) FULL WORKING DAYS IN ADVANCE BEFORE PERFORMING ANY DIGGING OR OTHER EXCAVATION WORK. KNOWN
UTILITY COMPANIES INCLUDE, BUT ARE NOT LIMITED TO: 20. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE EPA AND THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
(NPDES).
UTILITY CONTACT PHONE NO.
COMCAST CABLE RICARDO DAVIDSON 786-586-8505 21. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD AND UNDERGROUND UTILITIES.
DADE COUNTY PUBLIC WORKS AND TRAFFIC GABRIELA CALVO 305-412-0891 x 201
22. MIAMI-DADE WATER AND SEWER DEPARTMENT REQUIRES THAT ACCESS TO ALL WATER AND SEWER VALVES, SANITARY MANHOLES, AND OTHER
MIAMI-DADE WATER SEWER PATRICK CHONG 786-268-5329 CONTROL MECHANISMS BE MAINTAINED THROUGHOUT CONSTRUCTION IN THE EVENT OF AN EMERGENCY TO ENSURE THE PUBLIC HEALTH AND
SAFETY. COVERING VALVE BOXES AND MANHOLES CAN BE CONSIDERED UNAUTHORIZED OBSTRUCTION OF AND TAMPERING WITH
AT & T/ DISTRIBUTION DINO FARRUGGIO 561-863-2729
DEPARTMENT UTILITIES. ALL REQUESTS FOR UTILITY ADJUSTMENTS MUST BE MADE IN WRITING AT LEAST TWO (2) WEEKS IN ADVANCE. FOR
FLORIDA POWER & LIGHT EDGAR AGUILAR 386-568-64.3 MANHOLE AND VALVES, CONTACT THE CONSTRUCTION MANAGEMENT SECTION, PUMP STATIONS UNIT, 3071 SW 38 AVENUE, FAX NO.
CROWN CASTLE FIBER DIG TEAM 888-632-0931 x 2 305-668-3626. THE DEPARTMENT WILL MAKE ONE FINAL AND PERMANENT ADJUSTMENT AT NO COST TO THE REQUESTING AGENCY. FOR THE
ADJUSTMENT OF WATER METERS, CONTACT THE CHIEF OF METER OPERATIONS AND MAINTENANCE, FAX NO. 305-545-3482. FOR ANY FIRE
HYDRANTS THAT ARE DAMAGED OR BUMPED DURING CONSTRUCTION, CONTACT THE MDWASD HYDRANT SHOP AT 305-805-4575 BEFORE
4. IF THE CONTRACTOR IS REQUIRED TO SUPPORT EXISTING UTILITIES, ALL ASSOCIATED COSTS MUST BE INCLUDED IN THE CONTRACTOR'S BID. POURING CONCRETE FOR THE SIDEWALK. IN THE EVENT OF A WATER OR SEWER EMERGENCY, CONTACT MIAMI DADE WATER AND SEWER
DEPARTMENT AT 305-274-9272. THIS LINE IS OPEN 24 HOURS, 7 DAYS A WEEK.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL QUALITY OF ALL TRENCHING AND EXCAVATION RESTORATIONS. THE CONTRACTOR IS
RESPONSIBLE FOR ALL SIDEWALK, SOD, AND LANDSCAPING RESTORATION DISTURBED/DAMAGED BY THE CONSTRUCTION. 23. ANY ENCROACHMENT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE RELOCATED OR PROTECTED BY THE ADJACENT PROPERTY OWNER AT
THEIR EXPENSE.
6. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING IN OR AROUND AREAS OF EXISTING LOOP AND LEAD-IN WIRES, OVERHEAD
TRANSMISSION LINES, AND UNDERGROUND UTILITIES. THE CONTRACTOR SHALL HAND EXCAVATE IN THE VICINITY OF UNDERGROUND UTILITIES. 24. CLEARING AND GRUBBING, GRADING AND OTHER INCIDENTAL WORK NECESSARY FOR HARMONIZATION OUTSIDE R/W SHALL BE INCLUDED IN
THE HAND EXCAVATING PAYMENT MUST BE INCLUDED IN THE CONTRACTOR'S BID. RELATED BID ITEMS.
7. PAVEMENT MARKINGS MUST BE RESTORED TO THEIR ORIGINAL CONDITION IF DAMAGED OR DESTROYED BY THE CONTRACTOR'S ACTIVITIES. 25. ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE-SODDED. COST TO BE INCLUDED UNDER PAY ITEM 570-1-2.
COST MUST BE INCLUDED IN THE CONTRACTORS BID.
26. THE CONTRACTOR SHOULD TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL SHORING, SHEETING OR
8. ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY MUST BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. OTHER PROCEDURES NECESSARY TO PROTECT ADJACENT PROPERTY, PUBLIC OR PRIVATE, DURING THE EXCAVATION OF SUBSOIL MATERIAL
AND EXFILTRATION TRENCH, OR FILLING OF ANY AREA, OR FOR ANY OPERATION DURING CONSTRUCTION, SHALL BE THE SOLE RESPONSIBILITY
9. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS OF THE CONTRACTOR.
FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED, OR COVERED SHALL
BE PROPERLY REFERENCED BY A REGISTERED-LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA 27. IF SHEETING, SHORING, OR DEWATERING, INCLUDING WELL POINTS ARE NECESSARY, THE CONTRACTOR MUST MONITOR AND CONTROL ALL
BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR WORK THAT MAY CAUSE CRACKING TO ANY ADJACENT BUILDING, STRUCTURE, OR PROPERTY AREA. THE CONTRACTOR SHALL BE
TO REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH A SIGNED AND RESPONSIBLE FOR ANY DAMAGES CAUSED BY THESE OPERATIONS. COST OF SHEETING, SHORING, OR DEWATERING SHALL BE INCLUDED IN
SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING TO MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT. THE RELATED BID ITEM FOR THE WORK BEING DONE.
10. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH THE APPLICABLE GUIDELINES SET FORTH IN THE LATEST FDOT STANDARD 28. THE CONTRACTOR WILL RESTRICT PERSONNEL, THE USE OF EQUIPMENT, AND THE STORAGE OF MATERIALS TO AREAS WITHIN THE LIMITS OF
PLANS INDEXES 102-600 THROUGH 102-680, AND SECTION I02 OF THE FDOT STANDARD SPECIFICATIONS. THE COST FOR MAINTENANCE OF CONSTRUCTION AND DESIGNATED STAGING AREA.
TRAFFIC MUST BE INCLUDED IN THE PAY ITEM MAINTENANCE OF TRAFFIC COST AND IT INCLUDES, BUT IS NOT LIMITED TO FURNISH AND INSTALL
HIGH INTENSITY FLASHING LIGHTS, TEMPORARY REFLECTIVE MARKERS, PAINTED PAVEMENT MARKINGS, SIGNING, IMPACT ATTENUATOR 29. EXPLORATORY OR PRE-TRENCHING IN THE ALIGNMENT AND GRADE OF PROPOSED PIPES STRUCTURES, FRENCH DRAINS, CONDUITS, POLE
MODULES, TEMPORARY BARRIER WALLS, BARRICADES, TEMPORARY STREET LIGHTING, TEMPORARY SIGNALIZATION, TEMPORARY PAVEMENT, FOUNDATIONS AND/OR SUB-GRADE SHALL BE PERFORMED SEVEN DAYS IN ADVANCE OF ITS CONSTRUCTION AS DIRECTED BY THE ENGINEER.
TEMPORARY SODDING, MOWING, TRAFFIC CONTROL OFFICER, PORTABLE CHANGEABLE MESSAGE SIGNS, FLASHING ARROW BOARDS, THE CONTRACTOR SHALL PROVIDE UNDERGROUND UTILITY OWNERS AND THE DEPARTMENT WITH IMMEDIATE NOTIFICATION OF ANY CONFLICT
CONNECTIONS AND ACCESS TO DRIVEWAYS AND BUSINESSES, ALL NECESSARY DETOURS AND ENGINEER'S FEES FOR THE PREPARATION OF WITH PROPOSED CONSTRUCTION. THIS NOTIFICATION SHALL PROVIDE SURVEY INFORMATION ABOUT EXISTING UTILITY ALIGNMENT, GRADE
THE MAINTENANCE OF TRAFFIC PLANS. AND POSSIBLE CONFLICTS. PAYMENT FOR EXPLORATORY OR PRE-TRENCHING, SURVEY AND BACKFILLING SHALL BE INCLUDED IN THE COST OF
THE RELATED BID ITEM FOR THE WORK BEING DONE.
11. CONTRACTOR SHALL PREPARE TEMPORARY TRAFFIC CONTROL PLANS WHICH MUST BE APPROVED/PERMITTED BY MIAMI-DADE COUNTY DTPW,
AND FDOT. ALL COST ASSOCIATE WITH THIS EFFORT SHALL BE INCLUDED IN PAY ITEM 102-1. 30. CONTRACTOR SHALL FIELD VERIFY BY PRE-TRENCHING, HAND EXCAVATION, OR SOFT DIGS THE LOCATIONS OF ALL PROPOSED MAST ARMS AND
SCHOOL FLASHERS PRIOR TO SUBMITTING SHOP DRAWINGS, IF ANY CONFLICTS ARE IDENTIFIED THE ENGINEER SHALL BE NOTIFIED. COST FOR
12. DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIAL MUST BE PARKED WITHIN THE 6 FOOT LATERAL OFFSET OF THE THIS WORK TO BE INCLUDED IN THE RELATED BID ITEM .
ROADWAY CARRYING TRAFFIC. IF THE ABOVE IS NOT POSSIBLE (AS DETERMINED BY THE ENGINEER), A STORAGE AREA WITH PROPER
DELINEATION AND ADVANCED WARNING MUST BE USED WITH THE APPROVAL OF THE ENGINEER. 31. ALL DITCH EXCAVATIONS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE PROVISIONS OF THE TRENCH SAFETY ACT.
13. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 32. ALL EXCESS MATERIAL, AS DESIGNATED BY THE ENGINEER, IS TO BE DISPOSED BY THE CONTRACTOR IN AREAS PROVIDED BY HIM/HER WITHIN
72 HOURS OF BEING DEPOSITED IN THE CONSTRUCTION AREA AND AT THE CONTRACTOR'S EXPENSE.
14. THE PLANS ARE PREPARED FROM THE UTILITY INFORMATION AVAILABLE. THE DESIGNER IS NOT LIABLE FOR ANY UTILITY CONFLICTS AND
UNKOWNS THAT ARE DISCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES. IN CASE THAT A CONFLICT 33. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT WILL BE ALLOWED WITHIN OR ADJACENT TO HOLMES ELEMENTARY SCHOOL AND MIAMI
ARISES, THE ENGINEER OF RECORD OR HIS DESIGNEE MUST BE INFORMED TO MAKE THE APPROPRIATE DESIGN CHANGES. NORTHWESTERN SENIOR HIGH SCHOOL. ACCESS TO THIS PROPERTY MUST BE MAINTAINED AT ALL TIMES.
15. ALL DEFECTIVE WORK NOT ACCEPTED BY THE CITY ENGINEER OR HIS DESIGNEE, OR BY ANY GOVERNMENT PERMITTING AGENCY SHALL BE 34. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT NOT DEPICTED ON THE CURRENT PLAN SUBMITTAL WILL BE ALLOWED WITHIN OR
IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ADJACENT TO THE MIAMI-DADE COUNTY-DESIGNATED LIBERTY SQUARE WALL FRAGMENT IN THE MEDIAN WEST OF NW 12TH AVENUE BETWEEN
NW 62ND STREET AND NW 67TH STREET.
16. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES IN THE PROJECT AREA BEFORE THE START OF CONSTRUCTION. SEE THE UTILITY
CONTACT INFORMATION FOR CONTACT NUMBERS. 35. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT WILL BE ALLOWED WITHIN OR ADJACENT TO BELAFONTE-TACOLCY PARK (6161 NW 9TH
AVE) OR SHERDAVIA JENKINS PEACE PARK (6198 NW 12TH AVENUE). ACCESS TO THESE PROPERTIES MUST BE MAINTAINED AT ALL TIMES.
17. ALL CONSTRUCTION DEBRIS MUST BE PROPERLY DISPOSED OF OFFSITE AT THE CONTRACTOR'S EXPENSE.
MIAMI NORTHWESTERN SENIOR
HIGH SCHOOL
GENERAL NOTES
(C) PREPARED FOR R-2
MIAMI DADE COUNTY

SIGNALIZATION GENERAL NOTES
1. THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE INFORMATION PROVIDED BY UTILITY OWNERS AND 18. PLAN DIMENSIONS AND STATIONS/OFFSETS TO POLES, CABINETS, PEDESTRIANS, AND SIGNAL HEADS ARE TO THE CENTER OF THOSE ITEMS.
SHOULD BE CONSIDERED APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE THE LOCATION OF ALL POLES, PEDESTRIANS, AND OTHER EQUIPMENT REQUIRING EXCAVATION MUST BE CONSIDERED APPROXIMATE DUE TO
CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE-TRENCHING IN COORDINATION WITH ALL UTILITY THE POTENTIAL OF CONFLICT WITH UNDERGROUND UTILITIES. ADJUSTMENTS MAY BE MADE SUBJECT TO ADVANCE APPROVAL OF THE
COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATION AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED ENGINEER.
IMPROVEMENTS MUST BE RESOLVED BY THE CONTRACTOR. THIS WORK BY THE CONTRACTOR MUST BE CONSIDERED INCIDENTAL TO THE
CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 19. THE CONTRACTOR SHALL COORDINATE AND FIELD VERIFY LOCATION(S) OF FPL SERVICE POINT PRIOR TO INSTALLING CONDUIT, DISCONNECT
SWITCH, AND PULL BOXES.
2. THE SIGNAL MAINTAINING AGENCY IS MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TRAFFIC SIGNALS AND
SIGNS DIVISION. UPON COMPLETION AND FINAL ACCEPTANCE, THE SIGNALS EQUIPMENT MUST BE MAINTAINED BY DEPARTMENT OF 20. THE CONTRACTOR SHALL VERIFY SIGNAL CABLE COLOR CODES WITH MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC
TRANSPORTATION AND PUBLIC WORKS SIGNALS AND SIGNS DIVISION. THE CONTRACTOR SHALL NOTIFY THE MAINTAINING AGENCY AT LEAST WORKS, TRAFFIC SIGNALS AND SIGNS DIVISION BEFORE ORDERING.
TWO WORKING DAYS IN ADVANCE OF ANY WORK TO BE CARRIED OUT AT ANY SIGNAL RELATED INSTALLATION. CONTACT SHOULD BE MADE
WITH THE TRAFFIC CONTROL CENTER LOCATED AT: 21. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULE AND, COORDINATE TIMING AND AUTHORIZATION OF POWER SERVICE WITH
MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION.
MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS, TRAFFIC SIGNALS AND SIGNS DIVISION 7100 NW 36TH STREET
MIAMI, FLORIDA 33166 22. TRAFFIC SIGNAL ACCEPTANCE TESTING PROCEDURES MUST BE IN ACCORDANCE OF THE STANDARD SPECIFICATIONS WITH THE FOLLOWING
PHONE # (305) 592-3580 PROVISIONS:
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN CHARGE OF THEIR READINESS TO PERFORM THE FIELD TESTS (UPON SATISFACTORY
3. THE CONTRACTOR SHALL PERFORM AN INVENTORY OF THE EXISTING INTERSECTIONS PRIOR TO THE BEGINNING OF CONSTRUCTION COMPLETION OF THESE TESTS, THE CONTRACTOR SHALL PROVIDE THE ENGINEER IN CHARGE WITH WRITTEN DOCUMENTATION OF THE
ACTIVITIES, AND SUBMIT TWO (2) COPIES OF THE INVENTORY REPORT, LISTING ALL OPERABLE AND INOPERABLE SIGNAL ITEMS TO THE RESULTS OF EACH OF THESE TESTS, AND MUST OBTAIN APPROVAL TO COMMENCE THE FORTY-EIGHT HOUR TEST. THE CONTRACTOR SHALL
ENGINEER. ALL DAMAGE ITEMS SHOULD BE CLEARLY IDENTIFIED IN THE REPORT. ALL ASSOCIATED COSTS MUST BE INCLUDED IN THE PROVIDE WRITTEN DOCUMENTATION OF SATISFACTORY COMPLETION OF THIS TEST TO THE ENGINEER IN CHARGE). THE CONTRACTOR'S
CONTRACTOR'S BID. WARRANTY PERIOD FOR THE TRAFFIC SIGNAL MUST BE AS SET FORTH IN THE MIAMI-DADE COUNTY STANDARD SPECIFICATIONS.
4. ALL ELECTRICAL AND ELECTRONIC EQUIPMENT AND STRUCTURES SHALL COMPLY WITH THE MIAMI-DADE COUNTY QPL AND FDOT APL. 23. A FINAL SIGNAL INSPECTION MUST BE SCHEDULED WITH MIAMI-DADE COUNTY PUBLIC COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC
WORKS, TRAFFIC SIGNALS AND SIGNS DIVISION AT (305) 592-3580.
5. ALL CONDUIT MUST BE 2 INCH MINIMUM UNLESS OTHERWISE SPECIFIED.
24. CONTRACTOR SHALL PROVIDE ONE SET OF THE COMPLETED SIGNAL INSPECTION REPORT FORM(S), CERTIFIED BY THE IMSA TRAFFIC SIGNAL
6. PULL BOXES, MAST ARMS FOUNDATIONS AND CONTROLLER FOUNDATIONS MUST HAVE A MINIMUM 4" CLEARANCE FROM ALL JOINTS AND EDGE INSPECTOR AT THE TIME OF THE INSPECTION FOR FINAL ACCEPTANCE.
OF SIDEWALK. THERE MUST BE NO EXPANSION MATERIAL AROUND PULL BOXES, MAST ARM FOUNDATIONS AND CONTROLLER FOUNDATION
PULL BOXES WITH NEW CONDUIT RUNS MUST NOT BE PLACED IN PEDESTRIAN CURB RAMPS. 25. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR ALL ITEMS USED IN THIS PROJECT.
CONTRACTOR SHALL ACCOUNT FOR REVIEW TIME BY ENGINEER OF RECORD AND MIAMI-DADE COUNTY.
7. CONTRACTOR SHALL MAINTAIN SIGNAL CONTROL AT ALL INTERSECTIONS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE TEMPORARY
SIGNALIZATION INCLUDING TEMPORARY SIGNAL CONTROLLER, TEMPORARY SIGNAL POLES AND OTHER TEMPORARY SIGNAL EQUIPMENT. 26. ALL SIGNALS MUST REMAIN OPERATIONAL AT ALL TIMES.
CONTRACTOR TO COORDINATE WITH MIAMI-DADE COUNTY PW AND OTHER AGENCIES AS NEEDED. ALL ASSOCIATED COSTS MUST BE INCLUDED
IN MAINTENANCE OF TRAFFIC COST. 27. EXISTING UNDERGROUND CONDUITS TO BE RETAINED WHERE NEEDED. INSTALL NEW SIGNAL CABLE WITHIN EXISTING CONDUIT WHEN
POSSIBLE AND MEET THE MAXIMUM CONDUIT FILL CAPACITY OF 40%. EXISTING CONDUITS BEFORE BEING UTILIZED SHALL HAVE A BRUSH OR
8. EXISTING COMMUNICATIONS OR COMMAND WIRE CONNECTIONS MUST BE MAINTAINED AT ALL SIGNALIZED LOCATIONS DURING CONSTRUCTION. SWAB PULL THROUGH TO MAKE CERTAIN THAT CONDUITS ARE FREE FROM OBSTRUCTION. THE COST OF THIS WORK SHALL BE INCLUDED IN
THIS MUST INCLUDE, BUT NOT BE LIMITED TO, INTERCONNECT, FIRE PRE-EMPTION AND SCHOOL ZONE FLASHERS. CONTRACTOR SHALL RELATED PAY ITEM.
PROVIDE TEMPORARY LINES AND CONNECTIONS IF NECESSARY. COST OF MAINTAINING COMMUNICATION, INCLUDING TEMPORARY LINES AND
CONNECTIONS MUST BE INCLUDED IN MAINTENANCE OF TRAFFIC COST.
SIGNING AND PAVEMENT MARKING GENERAL NOTES
9. THE CONTRACTOR SHALL NOTIFY THE MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS, TRAFFIC SIGNALS AND 1. ALL SIGNING AND PAVEMENT MARKINGS INSTALLED AS PART OF THESE PLANS MUST CONFORM TO THE LATEST EDITION OF THE FEDERAL
SIGNS DIVISION DAILY, VIA E-MAIL, OF THE SIGNAL AND ELECTRICAL WORK LOCATIONS. ALL THE DAILY E-MAILS SHALL BE SENT BETWEEN 7:00AM HIGHWAY ADMINISTRATION (FHWA) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, FLORIDA DEPARTMENT
AND 8:00AM. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC COST. OF TRANSPORTATION STANDARD PLANS. ALL SIGN PANELS MUST BE FABRICATED TO COMPLY WITH THE LATEST EDITION OF THE FEDERAL
HIGHWAY AND ADMINISTRATION STANDARD HIGHWAY SIGNS.
10. THE CONTRACTOR SHALL RESPOND TO ALL TROUBLE CALL DISPATCHES AND REPORTED MALFUNCTIONS OF TRAFFIC SIGNAL WITHIN (2) HOURS.
IMMEDIATELY AFTER CLEAR THE DISPATCHES WITH THE TRAFFIC CONTROL CENTER (TCC) OPERATOR OR TIMING ENGINEER AT (305) 592-3580. 2. PROPOSED STRIPING SHALL MATCH EXISTING STRIPING AT ALL LOCATIONS, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.
DURING DOWN TIME THE CONTRACTOR SHALL PROVIDE AT HIS EXPENSE TEMPORARY TRAFFIC CONTROL DEVICES, FLAGMAN PERSONNEL AND
LAW ENFORCEMENT PERSONNEL AS NECESSARY TO MAINTAIN SAFE AND EFFICIENT FLOW OF TRAFFIC AT THE AFFECTED SIGNALIZED 3. ALL SIGNS MUST BE MOUNTED ON BREAKAWAY BASES ACCORDING TO FDOT STANDARD PLANS INDEX 700-010 AND BE INSTALLED AT THE BACK
INTERSECTIONS. ALL ASSOCIATED COSTS MUST BE INCLUDED IN MAINTENANCE OF TRAFFIC COST. OF SIDEWALK AND AT A CONSISTENT OFFSET FROM THE FACE OF CURB, IF APPLICABLE. ALL SIGNS INSTALLED ON SIDEWALK MUST COMPLY
WITH ADA REQUIREMENTS.
11. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE
APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
AND PRIOR TO FURTHER WORK ACTIVITY.
LEGEND
12. WHENEVER SIGNAL WORK IS BEING PERFORMED AT AN INTERSECTION (INSTALLING CONDUIT IN THE STREET, REMOVING EXISTING SIGNAL
EXISTING FRONT OF SIDEWALK
EQUIPMENT, INSTALLING NEW SIGNAL EQUIPMENT, INSTALLING LOOPS AND RUNS, AND TURNING ON NEW SIGNALS) WHERE A LANE IS CLOSED
AN OFF-DUTY LAW ENFORCEMENT OFFICER MUST DIRECT TRAFFIC. THE COST OF THE OFF-DUTY LAW ENFORCEMENT OFFICER MUST BE
EXISTING BACK OF SIDEWALK
INCLUDED IN THE COST OF MAINTENANCE OF TRAFFIC AND WILL NOT BE PAID SEPARATELY.
EXISTING EDGE OF PAVEMENT
13. THE CONTRACTOR SHALL ADJUST CONDUITS VERTICALLY AND/OR HORIZONTALLY TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND
UTILITIES.
14. ALL ENDS OF CONDUITS IN PULL BOXES AND CABINETS MUST BE SEALED WITH ELECTRICAL PUTTY AFTER WIRING IS COMPLETE.
15. PULL BOXES MUST BE CONCRETE. COVERS MUST BE FDOT APPROVED OF NON-METALLIC CONSTRUCTION WITH RECESSED COVER LOGO
"TRAFFIC SIGNALS" REQUIRED BY MIAMI-DADE COUNTY COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS, TRAFFIC SIGNALS
AND SIGNS DIVISION.
16. ALL CABLE MUST BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO PROVIDE A FIRM HOLD ON THE EXTERIOR COVERING OF THE
CABLE. THE CABLE GRIP MUST BE OF SUFFICIENT SIZE TO NOT COMPROMISE THE INSULATION OF THE SIGNAL CABLE. A WINCH WITH A SLIP
CLUTCH MUST BE USED TO INSURE THAT THE ALLOWABLE TENSION UNIT IS NOT EXCEEDED. AN APPROVED LUBRICANT MUST BE USED TO
FACILITATE THE PULLING OF THE CABLE.
17. ALL FIELD WIRING MUST BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITH PERMANENT LEGIBLE, WEATHER PROOF TAGS THAT ARE
SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED MUST BE SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT
SUBMITTALS REQUIRED FOR THIS PROJECT.
MIAMI NORTHWESTERN SENIOR
HIGH SCHOOL
GENERAL NOTES
(C) PREPARED FOR R-3
MIAMI DADE COUNTY

700-141-112
MIAMI NORTHWESTERN SENIOR
HIGH SCHOOL
SUMMARY OF QUANTITIES
(C) PREPARED FOR R-4
MIAMI DADE COUNTY

R-9
R-7 R-8 R-10
NORTH
R-12
R-11 R-15 R-16 R-17
R-14
R-18 R-19
R-13
R-20 R-21
R-22 R-23
MIAMI NORTHWESTERN SENIOR
HIGH SCHOOL
PROJECT LAYOUT
(C) PREPARED FOR R-5
MIAMI DADE COUNTY