NW_104_Ave_and_NW_41_Intersection_Improvement_Plans.pdf

22 23 24

34 35 36

1LOT LOT

9 10

LOT 5

LOT 6

LOT 4

3LOT LOT 2

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Lehigh

Town

Miad

Blue

L.

Lake Hialeah

H I A L E A H

DORAL

Pop. 226,419

Pop. 20,438

SWEETWATER

Pop. 14,226

AGENCY

AVIATION

FEDERAL

TOLL

R d.

C P

CP CP

HECTOR

LEHIGH

HIALEAH

ALYWARD

Florida

D airy

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CONTRACT PLANS

NO.

SHEET

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

CONTRACT PLANS COMPONENTS

CITY OF DORAL

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

https://www.fdot.gov/design/standardplans for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2025-26 Standard Specifications

Streets and Highways "Florida Greenbook" 2018 Edition.

Manual of Uniform Minimum Standards for Design, Construction and Maintenance for

Manual on Uniform Traffic Control Devices (11th Edition 2023) the following website:

Standard Plans for Road Construction and IRs are available at

Road and Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2025-26 Standard Plans for

BY

PREPARED FOR

CITY OF DORAL

CERTIFICATE OF AUTHORIZATION NO. 696

PHONE (305) 673-2025

CORAL GABLES, FLORIDA 33134

2 ALHAMBRA PLAZA - SUITE 500

KIMLEY-HORN AND ASSOCIATES, INC.

COUNCILMAN:

COUNCILWOMAN:

VICE MAYOR:

MAYOR:

CITY COUNCIL

LANDSCAPE PLANS

SIGNALIZATION PLANS

ROADWAY PLANS

SHEET DESCRIPTIONSHEET NO.

N

N.T.S

INDEX OF SHEETS

RAFAEL PINEYRO

MAUREEN PORRAS

NICOLE REINOSO

DIGNA CABRAL

CHRISTI FRAGA

VIDEO DETECTOR INSTALLATION DETAIL

ELECTRICAL POWER SERVICE DETAIL

SIGNALIZATION PLAN

SIGNING AND PAVEMENT MARKING PLAN

ROADWAY PLAN

GENERAL NOTES

SUMMARY OF PAY ITEMS

KEY SHEET

3 - 4

NW 104TH AVE AND NW 41ST ST

INTERSECTION IMPROVEMENT PLANS AT

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 79620

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

Z E

RI

MAR .P ALEI

R B

A G

STA. 10+00.00

STA. 36+42.24

BEGIN PROJECT

END PROJECT

LOCATION OF PROJECT

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ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

CITY OF DORAL

NW 104 AVE MIAMI-DADE

CORAL GABLES, FL 33134

2 ALHAMBRA PLAZA, SUITE 500,

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

CERTIFICATE OF AUTHORIZATION No. 696 SUMMARY OF PAY ITEMS

SUMMARY OF PAY ITEMS

NO.

ITEM

PAY

DESCRIPTION UNIT

GRAND TOTAL

DESIGN NOTES

PLAN FINAL

ROADWAY

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-18 INLET PROTECTION SYSTEM EA 2

110-2-2 SELECTIVE CLEARING AND GRUBBING AC 0.01

110-4-10 REMOVAL OF EXISTING CONCRETE SY 133

285-709 OPTIONAL BASE, BASE GROUP 09 SY 6

327-70-1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 403

334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 0.7

337-7-82 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG 76-22 TN 22.2

520-1-7 CONCRETE CURB & GUTTER, TYPE E LF 20

520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 216

522-1 CONCRETE SIDEWALKS AND DRIVEWAYS, 4" THICK SY 17

522-2 CONCRETE SIDEWALKS AND DRIVEWAYS, 6" THICK SY 133

527-2 DETECTABLE WARNINGS SF 63

570-1-2 PERFORMANCE TURF, SOD SY 10

1080-21-500 UTILITY FIXTURE, VALVE/METER BOX, ADJUST EA 3

SIGNING AND PAVEMENT MARKINGS

700-1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF AS 1

700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF AS 1

706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 34

710-90 PAINTED MARKINGS, FINAL SURFACE LS 1

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 508

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" FOR STOP LINE LF 44

** PAINTED PAVEMENT MARKINGS, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.015

711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 508

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE LF 44

711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.015

SIGNALIZATION

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 415

632-7-1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 27

635-2-12 PULL & SPLICE BOX, F&I, 24" x 36" COVER SIZE EA 1

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 150

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 5

653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 4

653-1-12 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS AS 2

660-1-600 LOOP DETECTOR INDUCTIVE, REMOVE- CABINET TO REMAIN EA 2

660-4-11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 4

660-4-12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 4

660-4-60 VEHICLE DETECTION SYSTEM- VIDEO, REMOVE EA 2

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 8

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REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

CERTIFICATE OF AUTHORIZATION No. 696

FINISH GRADES WHERE APPLICABLE. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

CONTRACTOR SHALL ADJUST ALL EXISTING CATCH BASINS, MANHOLES, GRATES, VALVES AND PULL BOXES TO MEET NEW 35.

NOTED ON PLANS.

EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN IN PLACE UNLESS OTHERWISE 34.

CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE.

DEBRIS, ETC. DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL LINES AND STRUCTURES SHALL BE

THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING AND NEW INLETS CLEAN OF MILLING MATERIAL, LIMEROCK, 33.

THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS USED IN THIS PROJECT.32.

ABILITY TO DO THE WORK.

REMOVING DUST ON A DAILY BASIS. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED

THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AND 31.

DETERMINED BY THE ENGINEER, SHALL BE REPAIRED, PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

IS TEMPORARILY DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, AS

BE SHOWN ON PLANS. ANY STRUCTURE, PAVEMENT, TREES OR OTHER EXISTING FEATURE NOT SPECIFIED FOR REMOVAL WHICH

CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES AND UTILITIES, WHICH MAY NOT 30.

AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.

PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS,

29. EXISTING ABOVE GROUND FEATURES ARE SHOWN ACCORDING TO THE AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT

DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES AND U.S. ARMY CORPS OF ENGINEERS.THE MIAMI-DADE COUNTY

THE CONTRACTOR IS REQUIRED TO COMPLY WITH ANY CONDITIONS INCLUDED IN PERMITS AND/OR APPROVAL LETTERS BY 28.

COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

FOR MORE INFORMATION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION, DISPOSAL, HANDLING, ETC. ALL ASSOCIATED

THE CONTRACTOR SHALL CONTACT LEE CASEY OF THE MIAMI-DADE COUNTY DEPARTMENT OF PUBLIC WORKS AT (305) 594-1670

HEREIN. IF DISPOSAL WITHIN A MIAMI-DADE COUNTY OWNED LANDFILL (CLASS I LANDFILL) IS APPROPRIATE AND SELECTED, LANDFILL OWNER/OPERATOR IS THE FINAL AUTHORITY ON DISPOSAL AND MAY HAVE REQUIREMENTS BEYOND THOSE PROVIDED BY

IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL REGULATIONS. BE ADVISED THAT THE HANDLING AND DISPOSAL

ANY CONTAMINATED SOILS AND/OR BURIED SOLID WASTE MATERIAL EXCAVATED DURING CONSTRUCTION REQUIRES PROPER 27.

REQUIRED TO IMMEDIATELY NOTIFY MIAMI-DADE COUNTY POLLUTION REMEDIATION SECTION AT (305) 372-6700.

IF EVIDENCE OF UNDOCUMENTED GROUND AND/OR GROUND WATER CONTAMINATION IS ENCOUNTERED, THE CONTRACTOR IS 26.

TO BE INCLUDED IN ASSOCIATED PAY-ITEM FOR THE WORK BEING DONE.

CONTRACTOR SHALL FOLLOW ALL APPLICABLE PERMIT REQUIREMENTS FOR TREATMENT/DISPOSAL OF ANY SUCH MATERIAL. COST

CONTRACTOR SHALL ARRANGE FOR INVESTIGATION, IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. THE

REPORTED TO THE PROJECT ENGINEER, AND THE CONTRACTOR SHALL TREAT/DISPOSE OF SUCH MATERIAL APPROPRIATELY. THE

ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY 25.

BEEN DISPOSED OF SATISFACTORILY.

ADJACENT OR NEARBY PROPERTY WILL NOT BE CONSIDERED AS HAVING MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON

OR BY OTHER PRIOR APPROVED MANNER. ALL COSTS ARE TO BE INCLUDED IN PAY ITEM 102-1 MAINTENANCE OF TRAFFIC.

ALL DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS SHALL BE MADE BY THE CONTRACTOR AT A LEGAL DISPOSAL SITE 24.

BY HIM WITHIN 72 HOURS OF BEING DEPOSITED IN THE CONSTRUCTION AREA AND AT THE CONTRACTOR'S EXPENSE.

ALL EXCESS MATERIAL, AS DESIGNATED BY THE ENGINEER, IS TO BE DISPOSED BY THE CONTRACTOR IN AREAS PROVIDED 23.

WITHIN THE LIMITS OF CONSTRUCTION AND STAGING AREA.

THE CONTRACTOR WILL RESTRICT PERSONNEL, THE USE OF EQUIPMENT, AND THE STORAGE OF MATERIALS TO AREAS 22.

ALL TRENCH EXCAVATIONS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE PROVISIONS OF THE TRENCH SAFETY ACT.21.

SURVEY AND BACKFILLING SHALL BE INCLUDED IN THE COST OF THE RELATED BID ITEM FOR THE THE WORK BEING DONE.

ABOUT EXISTING UTILITY ALIGNMENT, GRADE AND POSSIBLE CONFLICTS. PAYMENT FOR EXPLORATORY OR PRE-TRENCHING, NOTIFICATION OF ANY CONFLICT WITH PROPOSED CONSTRUCTION. THIS NOTIFICATION SHALL PROVIDE SURVEY INFORMATION

DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE UNDERGROUND UTILITY OWNERS AND THE CITY WITH IMMEDIATE

CONDUITS, POLE FOUNDATIONS AND/OR SUB-GRADE SHALL BE PERFORMED SEVEN DAYS IN ADVANCE OF ITS CONSTRUCTION AS

EXPLORATORY OR PRE-TRENCHING IN THE ALIGNMENT AND GRADE OF PROPOSED PIPES, STRUCTURES, FRENCH DRAINS, 20.

SYSTEM (NPDES).

CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE EPA AND NATIONAL POLLUTION DISCHARGE ELIMINATION 19.

APPROPIATE AGENCIES TO COMPLETE THE PROJECT.

WORK BEING DONE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES AND GIVE NOTICES TO THE

OF THE PERMIT ACTIVITIES, AND TIME TO PROCURE THE PERMIT SHALL BE INCLUDED IN THE RELATED BID ITEM FOR THE

IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE DEWATERING PERMIT. COST 18.

ANY OPERATION DURING CONSTRUCTION, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

UTILITIES DURING THE EXCAVATION OF SUBSOIL MATERIAL AND EXFILTRATION TRENCH, OR FILLING OF ANY AREA, OR FOR

SHEETING OR OTHER PROCEDURES NECESSARY TO PROTECT ADJACENT PROPERTY, PUBLIC OR PRIVATE INCLUDING ADJACENT

THE CONTRACTOR SHOULD TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL SHORING, 17.

ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE-SODDED TO MATCH EXISTING AT THE CONTRACTOR'S EXPENSE.16.

INCLUDED IN RELATED BID ITEMS.

CLEARING AND GRUBBING, GRADING AND OTHER INCIDENTAL WORK NECESSARY FOR HARMONIZATION OUTSIDE R/W SHALL BE 15.

TO THE OWNER, UNLESS OTHERWISE AGREED IN WRITING BY THE OWNER.

ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY SHALL BE RESTORED WITHIN 48 HOURS BY THE CONTRACTOR AT NO COST 14.

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GENERAL NOTES

THE ASSOCIATED PAY ITEM FOR THE WORK BEING DONE.

IF THE CONTRACTOR IS REQUIRED TO SUPPORT EXISTING UTILITIES, ALL ASSOCIATED COSTS SHALL BE INCLUDED IN 13.

WORK BEING DONE.

INCLUDED IN THE BID RELATED ITEM FOR THE BACKFILLING, AND COMPACTING AROUND THESE LATERAL SERVICES MUST BE

THESE LATERAL SERVICES FROM THE UTILITY COMPANIES. THE ADDITIONAL COST OF EXCAVATING, INSTALLING, AND/OR SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN IN PLANS. THE CONTRACTOR MUST REQUEST THE LOCATION OF

THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT HAVE ELECTRIC, TELEPHONE, GAS, WATER, 12.

THEIR FACILITIES.

BE PRESENT WHEN UTILITY COMPANIES LOCATE

PERFORMING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. A CONTRACTOR'S REPRESENTATIVE MUST

CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL AT 811 AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO 11.

THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD AND UNDERGROUND UTILITIES.10.

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER.

CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL

STATE OR LOCAL AGENCY WITH JURISDICTION. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE

ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF DORAL, AND ANY OTHER 9.

FINAL INSPECTION.

THE CONTRACTOR SHALL MAINTAIN STATIONING WITH SURVEY STAKES AND MAINTAIN THE STATION MARKS VISIBLE UNTIL 8.

TO VARY NO MORE THAN 0.05 FEET FROM GRADES SHOWN IN THE PLANS.

FDOT DIVISION 1 SECTION 5-3 CONFORMITY OF WORK WITH CONTRACT DOCUMENT IS REVISED TO REQUIRE FINISH GRADES 7.

SURVEYOR'S REFERENCE DRAWING.

MONUMENTS AND SHALL FURNISH TO MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT A SIGNED AND SEALED COPY OF THE LAND

RETAIN THE LAND SURVEYOR TO REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND

THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE. THE CONTRACTOR SHALL

REFERENCED BY A REGISTERED-LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF BE PROPERLY

CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED, OR COVERED SHALL

CONTRACTOR AS FOLLOWS:

ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE 6.

TALLAHASSEE, FLORIDA 32399, TELEPHONE (850) 245-2610.

NEWCOMER, FLORIDA STATE GEODETIC ADVISOR NOAA/NOS/NGS, 3900 COMMONWEALTH BLVD, MAIL STATION 105, DAMAGE, THE PROJECT ENGINEER SHALL NOTIFY DAVID

BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE. IF ANY MONUMENT IS IN DANGER OF

REFERENCED BY A REGISTERED-LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA

NY N.G.V.D. BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED AND PROPERLY A5.

786-268-5320SERGIO GARCIA MIAMI DADE WATER AND SEWER

305-219-0286PHIL GALLUBHOTWIRE COMMUNICATIONS

305-412-0891, X201OCTAVIO VIDALMIAMI-DADE COUNTY PUBLIC WORKS AND TRAFFIC

305-552-2931DANNY HASKETTFLORIDA POWER AND LIGHT (FIBERNET)

800-868-9554TRACY STERNFLORIDA POWER AND LIGHT

305-691-8710ROLANDO RUIZ FLORIDA CITY GAS

954-447-8405LEONARD MAXWELL-NEWBOLDCOMCAST CABLE

305-222-8745STEVE MASSIEAT&T DISTRIBUTION

TELEPHONE NUMBERSCONTACTCOMPANY

UTILITY/AGENCY OWNERS FOR THIS PROJECT INCLUDE:4.

CONSTRUCTION OPERATIONS.

ALLOWED. THE CONTRATOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DUE TO CONTRACTOR'S

THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE

OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS MUST BE RESOLVED BY THE ENGINEER AND THE OWNER. THIS WORK BY

COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATION. ANY AND ALL CONFLICTS

ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE-TRENCHING IN

UTILITY OWNERS AND SHOULD BE CONSIDERED APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN

THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE INFORMATION PROVIDED BY 3.

STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NAD OF 1983, ADJUSTMENT OF 1990.

ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND HORIZONTAL DATA IS BASED ON THE 2.

{13960 S.W. 47TH STREET, MIAMI, FL 33175-3616}

{MANUEL G. VERA & ASSOCIATES, INC.}

{P.S.M. No: 5266}

{MARK R. SOWERS, P.S.M.}

PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED 1.

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REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

CERTIFICATE OF AUTHORIZATION No. 696

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- VEHICLE DETECTION DEVICES, CCTV CAMERAS, AND ASSOCIATED HARDWARE

- PEDESTRIAN SIGNAL HEADS, PEDESTRIAN DETECTORS, AND ASSOCIATED HARDWARE

- MAST-ARM POLES, MOUNTED MAST ARMS SIGNS, TRAFFIC SIGNAL HEAD, FLASHERS, AND ASSOCIATED HARDWARE

CABINET COMPONENTS

- CONTROLLERS, CONTROLLER CABINET, CONTROLLER HARDWARE AND SOFTWARE, COMMUNICATIONS DEVICE, AND OTHER

SIGNAL EQUIPMENT CONSIDERED SALVAGEABLE ARE AS FOLLOWS:

ABOVE AGENCY AND SUBMITTED TO THE PROJECT ENGINEER TO RECIEVE PAYMENT FOR REMOVAL ITEMS.

TRAFFIC SIGNALS SIGNS DIVISION: 7100 NW 36TH STREET MIAMI, FLORIDA 33166. RECEIPTS MUST BE OBTAINED FROM THE

DELIVER SALVAGEABLE MATERIAL TO THE MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS, 2.

THE CONTACT TELEPHONE NUMBER FOR THE DTPW, TRAFFIC SIGNALS & SIGNS DIVISION IS: (305) 592-3580.

MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS (DTPW), TRAFFIC SIGNALS & SIGNS DIVISION.

THE SIGNAL MAINTAINING AGENCY IS:1.

SIGNALIZATION NOTES

IN THE CONTRACTOR'S BID.

THE AMOUNT OF COORDINATION REQUIRED. ALL ASSOCIATED COSTS SHALL BE INCLUDED THE CONSTRUCTION SCHEDULE AND FOR

COORDINATION EFFORTS MAY BE NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING PROJECT AND THAT

THE CONTRACTOR SHALL BE ADVISED THAT OTHER PROJECTS MAY BE UNDER CONSTRUCTION CONCURRENTLY WITH THIS 43.

AND UPON WHICH BIDS WILL BE BASED.REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION

EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK. THE CONTRACTORS ARE DIRECTED, PRIOR

THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND 42.

COMMENCING WITH BACKFILL OPERATIONS.

CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL MUCK AND UNSUITABLE MATERIAL FROM THE ROADBED PRIOR TO 41.

AND CAD FORMAT.

DRAWINGS. 2 SETS OF AS-BUILT HARD COPIES SHALL BE SUBMITTED ALONG WITH A CD CONTAINING A DIGITAL COPY IN PDF

OF THE WORK. ALL ELEVATIONS SHALL BE TAKEN BY A FLORIDA REGISTERED SURVEYOR AND SHOWN ON THE RECORD

ETC. SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE

AT NO COST TO THE CITY, COMPLETE AS-BUILT INFORMATION RELATIVE TO LOCATION AND DEPTH OF PIPES, MANHOLES, 40.

EXISTING PAVEMENT.

WHERE NEW PAVEMENT MEETS EXISTING, CONNECTION SHALL BE MADE IN A NEAT STRAIGHT LINE AND FLUSH WITH THE 39.

MANUAL, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND THE FDOT DESIGN STANDARDS.

CONTROL AND SAFETY DEVICES, IN ACCORDANCE WITH SPECIFICATIONS OUTLINED IN THE LATEST PUBLIC WORKS DEPARTMENT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION, INSTALLATION, AND MAINTENANCE OF ALL TRAFFIC 38.

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10 40

Feet

NW 104TH AVE

N W

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£ SURVEY NW 104 AVE.

EXIST. R/W LINE

EXIST. R/W LINE

COSTA DEL SOL ASSN INC

FOLIO No.:35-3029-027-0040

I COSTAL DEL SOL BLVD

FOLIO No.:35-3029-088-0012

10450 DORAL BLVD

ILPT DORAL FL LLC

STA. 36+42.24

£ NW 104 AVE

END PROJECT

+66.94 (18.20' LT)

BEGIN C&G TYPE "F"

CR-C

LEGEND:

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

'R

TO REMAIN

EXIST. FH

LINE

EXIST. EASEMENT

DWY-3

59.54 LT

+83.73

65.57 LT

+69.82 *

65.57 LT

+74.82 *

65.53 LT

+39.34 *

63.56 LT

+47.59 *

63.52 LT

+98.80 *

65.56 LT

+92.83 *

65.51 LT

+58.59 *59.44 LT

+66.59 *

65.43 LT

+74.59 *

65.42 LT

+79.59 *

65.49 LT

+04.34 *

+03.57 (50.38' RT)

END C&G TYPE "F"

35.10' RT

+86.65

47.85' RT

+94.64

37.82' RT

+96.48

CR-C

CR-C

+06.61 (50.92' LT)

END C&G TYPE "F"

+75.44 (0.00' LT)

END M&R *

+71.16 (0.00' RT)

BEGIN M&R *

NOTE:

ARE CALLOUTS TAKEN FROM £ NW 41ST STREET

ALL CALLOUTS WITH AN ASTERISK (*) ON THIS SHEET

+79.59 (57.44' LT) *

END C&G TYPE "F"

+69.73 (57.52' LT) *

BEGIN C&G TYPE "F"

+74.59 (12.27' LT) *

END C&G TYPE "E"

+74.59 (12.27' LT) *

BEGIN C&G TYPE "E"

25.24' RT

+50.73

20.52' RT

+50.94

28.02' RT

+52.99

+64.72 (17.86' RT)

BEGIN C&G TYPE "F"

30.91' RT

+76.44

4" CONCRETE

6" CONCRETE

NEW CONSTRUCTION (ASPHALT PAVEMENT)

MILLING AND RESURFACING (1")

SOD (LANDSCAPE)

DETECTABLE WARNING EXIST. VALVE TO BE ADJUSTED

+66.37 (59.28' RT)

MEET/MATCH EXIST. ELEV.

END PROP. 6' SIDEWALK

27.70' LT

+76.55

31.33' LT

+76.41

32.01' LT

+84.68

33.00' LT

+95.49

CROWN CASTLE

CROWN CASTLE

LUMEN

L U

M E

N

L U

M E

N

M D

C

P

W

T

CROWN CASTLE

S L

33 34 35 36 P O

T

S

T A

.2

K:\MIB_Roadway\043515018 Doral NW 104 Ave WO-5\043515018\roadway\PLANRD02.dgnAlexander.Isaac 8/10/2026 3:01:41 PM Default

REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

CERTIFICATE OF AUTHORIZATION No. 696

ROADWAY PLAN

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

(TRAFFIC C) (1") (PG 76-22)

AND FRICTION COURSE FC-9.5

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")

OPTIONAL BASE GROUP 9 WITH

WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

RESURFACING

MILL EXISITNG PAVEMENT (1" AVE. DEPTH)

MILLING

B

B

B

B

K:\MIB_Roadway\043515018 Doral NW 104 Ave WO-5\043515018\signing\PLANSP03.dgnAlexander.Isaac 8/10/2026 3:01:50 PM Default

REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

CERTIFICATE OF AUTHORIZATION No. 696

33 34 35 36 P O

T

S

T A

.2

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

B A C K

F L O

W

B A C K

F L O

W

B A C K

F L O

W

W A T E R

T E

L

W A T E R

E L

E C

E L

E C

E L

E C

(TYP)

12" WHITE

(TYP.)

24" WHITE

£ SURVEY NW 104 AVE. NW 104TH AVENUE

6" WHITE (TYP.)

EXIST. R/W LINE

N

10 40

Feet

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

+02

+03

STA. 36+42.24

£ NW 104 AVE

END PROJECT

+75

+75

+71

+63

+91

+93

+01

+04

+88

+80

700 1111

1 EA

700 3201

1 EA

(30" X 30")

R10-15A

STA. 35+78.31 (31.27)

V E

H

IC

L E S

T O

T U

R N

IN

G

S T

O P

V E

H

IC

L E

S

T O

T U

R N

IN

G

S T

O P

(30" X 30")

R10-15A

STA. 36+42.24 (-19.66)

N W

S

T

S

T R

E E

T

10'

TO REMAIN

EXIST. STREET NAME SIGN

CROWN CASTLE

CROWN CASTLE

LUMEN

L U

M E

N

L U

M E

N

M D

C

P

W

T

CROWN CASTLE

S L

SIGNING AND PAVEMENT

MARKING PLAN

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

K:\MIB_Roadway\043515018 Doral NW 104 Ave WO-5\043515018\signals\PLANSG02.dgnAlexander.Isaac 8/10/2026 3:01:59 PM Default

REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

CERTIFICATE OF AUTHORIZATION No. 696

WATER

WATER

TEL

WATER

ELECELECELEC

SIGNAL

PED

SIGNAL

PED

SIGNAL

PED

SIGNAL

PED

P8

P2 P2

P4

STA. 35+91.43, 41.05' RT

PROP. PED. POLE

CONTROLLER TIMING REFERENCE TABLE ASSET ID 6074

VEHICLE MOVEMENT 1 2 3 4 5 6 7 8

F U

N C

T I O

N

APPROACH DIRECTION EBL WBT SBL NBT WBL EBT NBL SBT

APPROACH POSTED SPEED (MPH) 40 40 30 30 40 40 30 30

RED CLEARANCE DISTANCE (FEET) 88 77 52 114 90 65 62 99

YELLOW CHANGE INTERVAL (SECONDS) 4.4 4.4 4.0 4.0 4.4 4.4 4.0 4.0

RED CLEARANCE INTERVAL (SECONDS) 2.0 2.0 2.0 3.1 2.0 2.0 2.0 2.7

PEDESTRIAN MOVEMENT - P2 - P4 - P6 - P8

F U

N C

T I O

N

PED. CROSSING DISTANCE (FEET) - 50 - 105 - 72 - 107

PEDESTRIAN WALK INTERVAL (SECONDS) - 7 - 7 - 7 - 7

PEDESTRIAN CHANGE INTERVAL (SECONDS) - 15 - 30 - 21 - 31

SIGNAL HEAD DETAILS

YR G

2 64 8

GYR Y G

X Y

SIGN DETAILS

NW AV104

NW ST

(3 EA)

9"x15" R10-3E

A

P2

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

(EXIST. SIGN TO REMAIN) (EXIST. SIGN TO REMAIN)

S.O.P.

P#

LEGEND:

V

B

A

SIGNAL

PED

BUTTON

PUSH

PANEL

SIGN

PEDESTAL

B

BUTTON

PUSH

PANEL

SIGNPEDESTAL

B

BUTTON

PUSH

PANEL

SIGN

A

BUTTON

PUSH

PANEL

SIGN

PEDESTAL

B

BUTTON

PUSH PANEL

SIGN

PEDESTAL

4 4

5/2

1/6

A

B

SIGNAL

PED

BUTTON

PUSH

PANEL

SIGN

PEDESTAL

M1

ARM

MAST

EXIST.

P3 P4

P5

P1

P2

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

4 AS

653-1-11

1/6 5/2

P6

P2

P6

P4

P4

P2

P8

P8 X Y

X

Y

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

EXIST. MAST ARM TO REMAIN

EXIST. MAST ARM TO REMAIN

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

SIGNALIZATION PLAN

PHASE 4PHASE 1 PHASE 3

PHASE 2

PHASE 2

or

P2 P2

P6 P6

P4

P4P8

P85

P2 P2

P6 P6

646-1-11

665-1-11

[1 EA]

[2 EA]

630-2-12

635-2-11 [1 EA]

[10 LF]

V4

V3

V2

V1

ASSET ID 6074

NW 104 AVE AND NW 41 ST

660-4-12 [1 EA]

635-2-11 [2 EA]

N

10 40

Feet

646-1-11

665-1-11

[1 EA]

[2 EA]

630-2-12

635-2-11[5 EA]

[10 LF]

P5 P1

646-1-11

665-1-11

[1 EA]

[1 EA]

630-2-12

635-2-11 [1 EA]

[10 LF]

665-1-11 [1 EA]

635-2-11 [3 EA]

660-4-12 [1 EA]635-2-11 [5 EA]

646-1-11

665-1-11

[1 EA]

[1 EA]

630-2-12

635-2-11 [1 EA]

[20 LF]

646-1-11

665-1-11

[1 EA]

[1 EA]

630-2-12

635-2-11 [1 EA]

[30 LF]

P2

M1

P3

P4

EXIST. CABINET TO REMAIN

630-2-12

635-2-11 [3 EA]

635-2-11 [5 EA]

P8

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

2 AS

653-1-12

STA. 35+90.94, 39.10' LT

PROP. PED. POLE

3 RUNS @ 150 LF

1 RUN @ 20 LF

630-2-12 [1 SIGNAL]

630-2-12

1 RUN @ 85 LF

2 RUNS @ 60 LF

630-2-12

630-2-12

[1 VIDEO, 1 SIGNAL]

1 ELECTRICAL]

[1 VIDEO, 1 SIGNAL,

STA. 212+73.76, 64.08' LT

PROP. PED. POLE

P4

P6

P6

P8

4 8

TF 1 TF 5

TF 2 TF 6

TF 3

P4 P8

P2 P6

P6P4 P8 P4P6

(5 EA)

9"x15" R10-3E

B

EXIST. FPL SERVICE POINT

660-4-11[4 EA]

[2 EA] 660-1-600

[1 AS]

639-2-1

639-3-11 [1 EA]

(2 EXIST. TO REMAIN) (8 EXIST. TO REMAIN)

639-1-122

[1 EA]641-2-12

[20 LF]

[150 LF]

[1 SIGNAL]

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

NW 41 ST

N W

V

E

STA. 213+68.57, 63.95' LT

PROP. PED. POLE

STA. 213+57.58, 64.01' LT

PROP. PED. POLE

PROP. PED. DETECTOR AND PED. SIGN

EXIST. CAMERA TO BE REPLACED

EXIST. MAST ARM TO REMAIN,

660-4-60 [1 EA]

EXIST. CAMERA TO BE REPLACED

EXIST. MAST ARM TO REMAIN

660-4-12 [1 EA]

660-4-60 [1 EA]

660-4-12 [1 EA]

VIDEO DETECTION ZONE

DETECTOR

V-1

V-2

V-3

V-4

EXISTING

OR

PROPOSED

MOVEMENTS

DETECTOR FOR

ZONE(S)

PROPOSED

PROPOSED

PROPOSED

PROPOSED

V3A, V8A

V5A,V2A,V2B,V2C

V4A, V7A

V1A,V6A,V6B,V6C

3, 8

2, 5

4, 7

1, 6

632-7-1 [1 PI]

DISCONNECT

PROP. SERVICE

7. DEMAND WATTAGE FOR THIS INTERSECTION IS 715 WATTS

- PERMISSIVE: 3 & 7

- PROTECTED-PERMISSIVE: 1 & 5

6. LEFT TURN OPERATION:

5. COORDINATION PHASE: PHASE 3 (ON-RECALL)

4. PED SIGNAL: UPON ACTUATION

RED: NW 104TH AVE

YELLOW: NW 41ST ST

3. FLASHING OPERATIONS:

- MINOR STREET: 30 MPH

- MAJOR STREET: 40 MPH

2. POSTED SPEED LIMITS ARE AS FOLLOWS:

MINOR STREET: NW 104TH AVE

1. MAJOR STREET: NW 41ST ST

NOTES

Doral Blvd

[1 EA]635-2-12

VD-#

PEDESTRIAN MOVEMENT

VIDEO DETECTOR

SIGNAL PULL BOX

VIDEO DETECTION ZONE 3

212 213 214

V6B

V6A

V1A

V

A

V6C

V2A

V2B

V2C

V5A

V

A V

A

V

A

V

V

K:\MIB_Roadway\043515018 Doral NW 104 Ave WO-5\043515018\roadway\PLANRD01.dgnAlexander.Isaac 5/20/2026 2:51:17 PM Default

REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

(N.T.S.)

SERVICE DETAIL

ELECTRICAL POWER

Alexander.Isaac Rectangle

K:\MIB_Roadway\043515018 Doral NW 104 Ave WO-5\043515018\roadway\PLANRD01.dgnAlexander.Isaac 5/20/2026 2:33:58 PM Default

REVISIONS

DATE DESCRIPTION

NO.

SHEET

2025 KIMLEY-HORN AND ASSOCIATES, INC.©

P.E. LICENSE No. 79620

GABRIELA P. RAMIREZ

(N.T.S.)

INSTALLATION DETAIL

VIDEO DETECTOR