24-8265_Exhibit_M-3_-_Signalization_Plans_S&S.pdf

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CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

SHEET DESCRIPTIONSHEET NO.

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

PROJECT LOCATION

https://goo.gl/maps/WBENmgADP3fsCYMN9

T H

E

O F

F I

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A L

R

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D

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I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

N

A L

U

D

L E

G

A

C

PROJECT MANAGER:

COLLIER COUNTY

DENNIS F. MCCOY, P.E.

T-1

SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS

ENGINEER OF RECORD:

SIGNALIZATION PLANS

TRANSPORTATION MANAGEMENT

SERVICES DEPARTMENT

COLLIER COUNTY

FINANCIAL PROJECT ID 451283-1-58-01

(FEDERAL FUNDS)

COLLIER COUNTY (03000302)

FROM GOLDEN GATE BLVD EAST TO RANDALL BOULEVARD

COLLIER COUNTY PROJECT NO. 60212.1

16TH STREET NE

(239) 271-2650

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. NO.: 86833

MOHAMMAD A. ANSARI, P.E.

T-9

T-8

T-7

T-5 - T-6

T-4

T-3

T-2

T-1

REPORT OF CORE BORINGS

GUIDE SIGN WORKSHEET

STEEL STRAIN POLE SCHEDULE

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

GOVERNING STANDARD SPECIFICATIONS:

Load and Resistance Factor (LRFD) Bridge Design Specifications, 9th Edition.

American Association of State Highway and Transportation Officials (AASHTO)

Design Specifications for Strain Pole:

Dated: August, 2023

Signalization Technical Special Provisions (TSP)

Collier County Traffic Operations

Component

Standard Plans for Bridge Construction are included in the Structures Plans http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

APPLICABLE IRs:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ROAD NAME

16TH ST. NE

COUNTY

COLLIER

FINANCIAL PROJECT NO.

451283-1-58-01

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 86833

MOHAMMAD A. ANSARI, P.E.

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

SIGNATURE SHEET

SHEET NO. SHEET DESCRIPTION

SIGNALIZATION PLANS

SHEET NO. SHEET DESCRIPTION

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNALIZATION PLANS

STATE OF

No 82380

R E

E

NI

G

NE LANOI

S S

E

F O

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ESNECI

L

A

DIROL

F

ZENIT

RAM OIC

U

L T-2

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

ON THE DATE ADJACENT TO THE SEAL

ON ANY ELECTRONICS COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 86833

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

A S

NA .

A DAM

M A

H

O M

T-7

T-2

GUIDE SIGN WORKSHEET

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

LUCIO MARTINEZ, P.E. NO. 82380

TAMPA, FL 33602

201 N. FRANKLIN STREET, SUITE 400

KISINGER CAMPO & ASSOCIATES, CORP.

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 DOCUMENT HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNALIZATION PLANS

T-9

T-2

STATE OF

No 63989

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

REGNISIUG Y

M

A

AMY GUISINGER, P.E. NO. 63989

TAMPA, FL 33634

6011 BENJAMIN ROAD, SUITE 106

TIERRA SOUTH FLORIDA, INC.

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 DOCUMENT HAS BEEN DIGITALLY

MOHAMMAD A. ANSARI, P.E. NO. 86833

REGISTRY 35106

PHONE: (239) 271-2650

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

T-8

T-5 - T-6

T-4

T-3

T-2

T-1

REPORT OF CORE BORINGS

SIGNATURE SHEET

STEEL STRAIN POLE SCHEDULE

SIGNATURE SHEET

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REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 86833

MOHAMMAD A. ANSARI, P.E.

TABULATION OF QUANTITIES

T-3

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-5

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 295 295 295

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 250 250 250

632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, F&I PI 1 1 1

634-4-152 SPAN WIRE ASSEMBLY, FURNISH & INSTALL, TWO POINT, DIAGONAL PI 1 1 1

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 3 3 3

635-2-14 PULL & SPLICE BOX, F&I, 17" x 30" COVER SIZE EA 18 18 18

639-1-112

FROM POWER COMPANY

ELECTRICAL POWER SERVICE, FURNISH & INSTALL, OVERHEAD METER PURCHASED BY CONTRACTOR

AS 1 1 1

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 30 30 30

639-3-11 ELECTRICAL SERVICE DISCONNECT, FURNISH & INSTALL, POLE MOUNT EA 1 1 1

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

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 2 2 2

649-1-15 STEEL STRAIN POLE, F&I, TYPE PS-VIII EA 2 2 2

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 3 3 3

650-1-15 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 2-4 WAYS AS 1 1 1

650-1-19 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 5 SECTION CLUSTER, 1 WAY AS 3 3 3

653-1-11 PEDESTRIAN SIGNAL, F&I, LED-COUNTDOWN, 1 WAY AS 2 2 2

660-1-109 LOOP DETECTION INDUCTIVE, F&I, TYPE 9 EA 3 3 3

660-1-110 LOOP DETECTION INDUCTIVE, F&I, TYPE 10 EA 1 1 1

660-2-106 LOOP ASSEMBLY, F&I, TYPE F AS 4 4 4

660-3-11 VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH & INSTALL CABINET EQUIPMENT EA 1 1 1

660-3-12 VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT EA 3 3 3

663-1-111 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA 1 1 1

663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR EA 4 4 4

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 2 2 2

670-5-110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA AS 1 1 1

682-1-133 ITS CCTV CAMERA, F&I, DOME ENCLOSURE - NON-PRESSURIZED, IP, HIGH DEFINITION EA 1 1 1

684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1 1 1

684-6-11 WIRELESS COMMUNICATION DEVICE, FURNISH & INSTALL ETHERNET ACCESS POINT EA 1 1 1

685-1-14

CABINET

UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE CONVERSION WITH

EA 1 1 1

700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 4

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REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 86833

MOHAMMAD A. ANSARI, P.E.

GENERAL NOTES

GENERAL NOTES:PAY ITEM NOTES:

T-4

SWINGING CLAMP-ON CANTILEVER MOUNTED FOR STEEL STRAIN POLES.

ALL NEW INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE DOUBLE-SIDED AND FREE1.

PAY ITEM 700-5-22:

PROVIDE UPS CABINET AND ASSEMBLIES DESIGNED TO BE BASE MOUNTED. 2.

USE A CLARY SP2000LX UNINTERRUPTIBLE POWER SUPPLY WITH ETHERNET PORT. 1.

PAY ITEM 685-1-14:

IS TO BE PAID FOR UNDER ROADWAY CLEARING AND GRUBBING PAY ITEM.

COST TO ESTABLISH SIGNAL FROM 16TH STREET NE INTERSECTION TO 8TH STREET NE BY MEANS OF FOLIAGE TRIMMING2.

USE PROXIM TSUNAMI WIRELESS CONNECTION DEVICE TO ESTABLISH OPERATIONAL SIGNAL WITH 8TH STREE NE DEVICE.

NECESSARY TO ESTABLISH CONNECTION WITH THE SIGNALIZED INTERSECTION ON RANDALL BLVD AT 8TH STREET NE.

INCLUDES THE COST TO FURNISH AND INSTALL WIRELESS COMMUNICATION DEVICE(S), ANTENNA(S) AND EQUIPMENT 1.

PAY ITEM 684-6-11:

WITH THE EXISTING ADVANCED TRAFFIC MANAGEMENT SYSTEM.

USE CISCO HARDENED MANAGED FIELD ETHERNET SWITCH MODEL NUMBER IE3300-8T2S-E, FULLY COMPATIBLE1.

PAY ITEM 684-1-1:

APPROVED EQUIVALENT.

CAMERA TYPE, ENSURING COMPATIBILITY WITH THE EXISTING ADVANCED TRAFFIC MANAGEMENT SYSTEM, OR AN

USE AXIS MANUFACTURED AXISQ6075-E DOME CAMERA WITH LICENSES FOR CLOSED-CIRCUIT TELEVISION (CCTV)1.

PAY ITEM 682-1-133:

FURNISH AND INSTALL A MANUAL PUSH BUTTON AND CORD IN CONTROLLER CABINET.4.

EXTEND SPARE CABINET CONDUIT FROM THE CABINET AND STUB & CAP IN NEAREST PULL BOX. 3.

INLCUDES COST FOR TRAFFIC SIGNAL CABINET CONFIGURATION AND WIRING.2.

COLLIER COUNTY COMPUTERIZED TRAFFIC SIGNAL SYSTEM.

ENSURE THE TRAFFIC CONTROLLER IS A Q-FREE, INC. MODEL XN-2 COMPATIBLE WITH THE EXISTING

INSTALL NEMA TS-2, TYPE 2 SIGNAL CABINET ON A POURED CONRCRETE FOUNDATION. 1.

PAY ITEM 670-5-110:

USE BLACK ALUMINUM SIGNAL HEADS AND TUNNEL VISORS ON ALL SIGNAL SECTIONS. 4.

SIGNAL INDICATIONS SHALL BE L.E.D. WITH A 15 YEAR'S MANUFACTURER'S PERFORMANCE WARRANTY. 3.

DO NOT USE POLY-CARBONATE HOUSING OR MOUNTING HARDWARE FOR VEHICULAR SIGNAL HEAD ASSEMBLIES. 2.

USE ALUMINUM LOUVERED BACKPLATES WITH A 2" YELLOW REFLECTIVE BORDER.1.

PAY ITEMS 650-1-14, 650-1-15, AND 650-1-19:

LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION.

DESIGNED PER AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

THE STRAIN POLE, CATENARY WIRE, MESSENGER WIRE, AND ASSOCIATED STRUCTURAL ATTACHMENTS ARE 2.

COORDINATE WITH UTILITY OWNERS AS NECESSARY TO MONITOR AND PROTECT EXISTING UTILITIES.

FIELD VERIFY LOCATIONS OF EXISTING UTILITIES WHERE STRAIN POLE SHAFTS ARE PROPOSED. 1.

PAY ITEM 649-1-15:

TO FULLY ENERGIZE THE SIGNALIZED INTERSECTION.

PAY REQUIRED CIAC (COST IN AID OF CONSTRUCTION) FEES TO THE POWER COMPANY FOR POWER SERVICES 2.

TO SIGNAL CABINET AS INDICATED PER THE PLANS.

FURNISH AND INSTALL OVERHEAD ELECTRICAL POWER SERVICE FROM FLORIDA POWER & LIGHT SERVICE POLE1.

PAY ITEM 639-1-112:

CALLED OUT OTHERWISE.

ALL PULL BOXES IDENTIFIED ON THE SIGNALIZATION PLAN SHEET ARE COLLIER COUNTY TYPE "B" UNLESS2.

FURNISH AND INSTALL HEAVY DUTY, NON-METALLIC PULL-BOX COVERS AND LABEL AS "TRAFFIC SIGNAL."1.

PAY ITEM 635-2-14:

LIGHTING PULL BOXES ARE QUANTIFIED AND LOCATED WITHIN THE LIGHTING PLANS. 2.

FURNISH AND INSTALL HEAVY DUTY, NON-METALLIC PULL-BOX COVERS AND LABEL AS "TRAFFIC CONTROL."1.

PAY ITEM 635-2-11:

ENSURE SIGNAL CABLE, POWER AND DETECTOR WIRES ARE IN SEPARATE PULL BOXES AND CONDUIT RUNS. 3.

BEFORE ORDERING.

VERIFY THE COLOR CODE OF SIGNAL CABLE WITH THE LOCAL MAINTAINING AGENCY (COLLIER COUNTY)2.

FURNISH AND INSTALL SIGNAL CABLES WITH A MAXIMUM OF 12 CONDUCTORS EACH. 1.

632-7-1:PAY ITEM

THIS ITEM SHALL INCLUDE THE COST OF ALL SIGNAL AND LIGHTING CONDUIT.4.

CONDUIT INSTALLED UNDER PAVEMENT.

FURNISH AND INSTALL 3" DIAMETER CONTINUOUS HDPE, SDR 11 GRAY IN COLOR FOR SIGNALIZATION 3.

SIGNAL INDICATION AND DETECTOR CABLES NOT UNDER PAVEMENT.

FURNISH AND INSTALL 2" DIAMETER SCHEDULE 40 PVC CONDUIT FOR ALL PEDESTRIAN AND VEHICLE 2.

FURNISH AND INSTALL 1 1/4" SCHEDULE 40 PVC CONDUIT FOR ALL POWER SERVICE CABLES.1.

PAY ITEMS 630-2-11 AND 630-2-12:

CONFIRM PLACEMENT OF MATERIALS WITH COLLIER COUNTY DURING CONSTRUCTION.

SUBMIT SHOP DRAWINGS TO COLLIER COUNTY FOR APPROVAL OF STRAIN POLE MATERIALS BEFORE FURNISHING AND INSTALLING. 13.

CONTACT WIRELESS COMMUNICATIONS DEVICE MANUFACTURER AS NEEDED TO AID IN ESTABLISHING SOUND CONNECTION.

AT RANDALL BLVD/16TH STREET NE AND RANDALL BLVD/8TH STREET NE TO OBTAIN OVERSIGHT AND DIRECTION.

COORDINATE WITH COLLIER COUNTY TRAFFIC DURING THE INSTALLATION/PROGRAMMING OF WIRELESS COMMUNICATION DEVICES 12.

102-1, MAINTENANCE OF TRAFFIC, UNDER THE ROADWAY PLANS.

COORDINATED WITH COLLIER COUNTY PRIOR TO INSTALLATION. ALL COSTS SHALL BE INCLUDED IN PAY ITEM

FOR TWO (2) WEEKS AFTER THE SIGNAL HAS BEEN TURNED ON. LOCATION OF PCMS AND MESSAGES SHALL BE

16TH STREET NE FOR A DURATION OF FOUR (4) WEEKS: TWO (2) WEEKS PRIOR TO THE SIGNAL BEING TURNED ON AND

INSTALL TWO (2) PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) AT THE INTERSECTION OF RANDALL BLVD. AND 11.

LOCATIONS AND CONFIRM NO UTILITY CONFLICTS PRIOR TO ORDERING SIGNAL STRAIN POLES.

FIELD VERIFY LOCATIONS OF EXISTING UNDERGROUND AND ABOVEGROUND UTILITIES AT PROPOSED SIGNAL STRAIN POLE 10.

CLEARANCES TO OVERHEAD CONDUCTORS AS ESTABLISHED BY FPL, OSHA, AND NESC SHALL BE STRICTLY ADHERED TO.

AT LEAST THREE (3) FULL BUSINESS DAYS PRIOR TO THE INSTALLATION OF THIS EQUIPMENT. ALL SAFETY

INCLUDING, BUT NOT LIMITED TO INSTALLATION OF SIGNAL CABLE AND SIGNAL POLES. NOTIFY THE POWER COMPANY

COORDINATE WITH FPL POWER COMPANY IN PERFORMING ALL NECESSARY WORK UNDER THEIR POWER LINES 9.

OF BEGINNING CONSTRUCTION. COORDINATE ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UAO.

UTILITY AGENCY OWNERS (UAO'S) LISTED ON THE ROADWAY PLANS TWO (2) FULL DAYS IN ADVANCE

NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA, INC. (800-432-4770) AND 8.

FOR UTILITY ADJUSTMENTS SHEETS.

EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. SEE ROADWAY PLANS 7.

TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY.

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION6.

(239) 252-5677

NAPLES, FL 34104

2885 HORSESHOE DRIVE, SOUTH

COLLIER COUNTY TRAFFIC OPERATIONS DEPARTMENT

"AS-BUILT" PLANS IN ELECTRONIC FORM (PDF) TO:

AT THE TIME OF FINAL ACCEPTANCE INSPECTION, PROVIDE COLLIER COUNTY WITH TWO (2) SETS OF 5.

FOR THIS PROJECT.

MAINTAINING AGENCY AND SUBMIT FOR FINAL APPROVAL ALONG WITH OTHER EQUIPMENT SUBMITTALS REQUIRED

ARE SECURELY ATTACHED TO EACH CABLE. ENSURE THE TAGGING SYSTEM IS IN ACCORDANCE WITH THE

NEATLY BUNDLE AND CLEARLY IDENTIFY ALL FIELD WIRING WITH PERMANENT LEGIBLE, WEATHERPROOF TAGS THAT 4.

DESIGN INFORMATION, SEE PAVEMENT MARKING PLANS.

PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE PURPOSES ONLY. FOR PAVEMENT MARKING3.

(239) 252-5677

NAPLES, FL 34104

2885 HORSESHOE DRIVE, SOUTH

COLLIER COUNTY TRAFFIC OPERATIONS DEPARTMENT

SIGNAL INSPECTOR

GREGORY GARCIA

SEVEN DAYS PRIOR TO BEGINNING WORK.

TECHNICAL SPECIAL PROVISIONS DATED JULY, 2023. CONTACT THE COLLIER COUNTY TRAFFIC DEPARTMENT

THE LATEST EDITION OF THE FDOT TRAFFIC ENGINEERING MANUAL, AND THE COLLIER COUNTY TRAFFIC

THE LATEST EDITION OF THE FDOT MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL SIGNALS AND DEVICES, SHALL BE IN COMPLIANCE WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE MAINTAINING AGENCY IS COLLIER COUNTY TRAFFIC OPERATIONS. ALL WORK AND EQUIPMENT 2.

ELEVATIONS SHOWN IN THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).1.

TH

H

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T H

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TH

N P

W N P

W

N P

WN

P

W N P

W

ELEC

ELEC

ELEC

DNUOF '2

A E

R

XAM "01

E

S A

B

T "41

DNUOF '2

D

A E

R

XAM "01

E

S A

B

T

L

L-1 L-5

R

R

A

R

B

R

R

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REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 86833

MOHAMMAD A. ANSARI, P.E.

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

513 514 515

10 40

Feet

N

3-SECT., 1-WAY

4 2

649-1-15 1 EA

EXIST. R/W

660-3-12 2 EA

P8

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-1-11

B

650-1-14

P8

649-1-151 EA

682-1-133

660-3-121 EA

635-2-141 EA

2 EA

GS-01

B

1 EA

GS-02

(45 MPH)

T-5

SIGNALIZATION PLAN (1)

AT 16TH STREET NE

LOCATION: RANDALL BLVD.

¡ CONST. RANDALL BLVD.

16TH AVE. NE

¡ CONST.

FOR

PUSH BUTTON PUSH BUTTON

FOR

R10-03L R10-03R

1 EA

12"X9"

1 EA

12"X9"

SIGNAL HEAD DETAILS

SIGN DETAILS

NOTES:

STA. 514+45.50

OFF. 53.75' RT.

POLE LOCATION=

EL 13.66'2

STA. 513+29.50

OFF. 38.25' LT.

POLE LOCATION=

EL 14.20'1

PROP. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

C

A

P8

D E

TO REMAIN

EXIST. POWER POLE / FPL

SERVICE POINT

PROPOSED TRAFFIC SIGNAL

EXIST. POWER POLE / FPL

630-2-11 55 LF

1 RUN

630-2-11

3 EA

635-2-14 5 EA

660-1-109

630-2-12

145 LF

630-2-12

105 LF

4 RUNS

20 LF

4 4

P8

PHASE 1 PHASE 3

PHASE 2

PHASE 2

or

TF 1 TF 5

TF 2 TF 62

TF 4 4

TF 3

R6AR6B

R2A

166'

R2B

132'

166'132'

1 PI632-7-1

4 RUNS

10 LF

RANDALL BLVD.

RANDALL BLVD.

M P

H

T

H

S

T R

E

1 EA660-3-11

1 AS670-5-110

1 EA684-1-1

1 EA684-6-11

1 AS639-1-112

630-2-11 1 RUN, 30 LF

639-2-1 30 LF

639-3-11 1 EA

1 EA685-1-14

635-2-142 EA

646-1-111 EA

665-1-111 EA

635-2-142 EA

646-1-111 EA

665-1-111 EA

1 EA635-2-14

700-5-22

700-5-22

635-2-143 EA

635-2-144 EA

4 AS

660-2-106

1 PI634-4-152

R

Y

G

FOR INTERNALLY ILLUMINATED STREET NAME SIGNS

CANTILEVER ARMS MOUNTED TO PROPOSED STRAIN POLES

641-2-12 1 EA

2 RUNS, 25 LF

2 RUNS, 20 LF

650-1-15

R

Y

G

R

Y

G

3-SECT., 2-WAY

1 AS 3 AS

630-2-11

65 LF

5 RUNS, 10 LF

60 LF630-2-11

8' (TYP.)

(45 MPH)

CONDUIT LEGEND:

CA

CB

CB

CC

CD

CB

CE

CF

CE

CC

DETECTOR

PRE-EMPTION

663-1-112 1 EA

663-1-111 1 EA

663-1-112

DETECTOR

1 EA

663-1-112

DETECTOR

2 EA

M P

H

A P

P R

O A

B

V D

(SEE TSP 682)

CCTV CAMERA

BOSCH AUTODOME

C

1 EA

GS-03

700-5-22

PHASE 4 PHASE 5

S.O.P. 8

8 P8

CROWN EL. 14.13'

TO REMAIN

<50kV OE / FPL

5-SECT., 1-WAY

R

Y Y

G G

3 AS

GAS LINE FOR THE INSTALLATION OF STRAIN POLE 2.

TAKE EXTREME CAUTION WHILE EXCAVATING AROUND 8" BURIED 4.

AT ALL STRAIN POLE LOCATIONS PRIOR TO ORDERING ANY POLES.

FIELD VERIFY EXISTING UTILITIES AND ELEVATIONS3.

ALL OTHER MOVEMENTS RED

MOVEMENT 2, 6 - YELLOW

FLASHING OPERATION:2.

MINOR STREET IS 16TH STREET NE / APPROACH BLVD.

MAJOR STREET IS RANDALL BLVD.1.

CD

650-1-19

1 EA

2'

TO REMAIN

EXIST. POWER POLE / FPL

1 EA

635-2-11

635-2-11 1 EA

635-2-111 EA

COMMUNICATIONS ANTENNA

INSTALL WIRELESS

5 RUNS (3" CONDUIT)

4 RUNS (3" CONDUIT)

¢ (TEMP. ROE)

¢ (TEMP. ROE)

2 5

1 6

RADAR 1

RADAR 3

RADAR 2

660-1-110 1 EA

(WESTBOUND)

(EASTBOUND)

(DOUBLE SIDED)

RADAR DETECTION, ONE SPARE.

PEDESTRIAN SIGNAL, ILLUMINATED SIGN/LIGHTING,

CF: 6 RUNS - VEHICLE SIGNAL, PEDESTRIAN DETECTION,

CE: 2 RUNS - PED SIGNAL, PED DETECTOR

RADAR DETECTION/LOOPS, ONE SPARE.

PEDESTRIAN SIGNAL, ILLUMINATED SIGN/LIGHTING,

CD: 6 RUNS - VEHICLE SIGNAL, PEDESTRIAN DETECTION,

RADAR DETECTION, ONE SPARE.

CC: 4 RUNS - VEHICLE SIGNAL, ILLUMINATED SIGN/LIGHTING,

CB: 1 RUN- LOOP

CA: 1 RUN - POWER

2/20/2024Jacob.Rehm K:\FTM_Roadway\148075005_16th Street NE\148075005\signals\PLANSG02.dgn11:01:29 AM

REVISIONS

DATE DESCRIPTION

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REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 86833

MOHAMMAD A. ANSARI, P.E.

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

T-6

SIGNALIZATION PLAN (2)

ADJUSTING AS DIRECTED BY PROJECT ENGINEER.

DELAY TIME IS INITIAL AND MAY REQUIRE FIELD

2 0,15

(SEC)

TIME

DELAY

RADAR DETECTION ZONES

SIZE

ZONE

DETECTION

LANES

NO.

MOVEMENT

TO

CONNECT

6 1

(2) 6' x 6' 1

(2) 6' x 6'

R-2A,R-2B

R-6A,R-6B

R-8A,R-8B (2) 6' x 40'

CAMERA

RADAR 2

RADAR 1

RADAR 3

5 4

6 7 2 1

- - 7

EBL

WBL EB

NB NBL

CONTROLLER TIMINGS

4.0 4.0

2.6 2.5 2.6 2.5

- - - 18

DIRECTION

TURN TYPE

ALL RED CLEARANCE

(CONTROLLER PHASE Ø)

MOVEMENT NUMBER

MINIMUM GREEN

EXTENSION

YELLOW CLEARANCE

MAXIMUM GREEN I

MAXIMUM GREEN 2

FLASHING DON'T WALK

PEDESTRIAN WALK

PERM

PROT/

PERM

PROT/

20 7 20 7

20 60 25 20 60 25 25

OFF OFF

ON ON

DETECTOR MEMORY

DET. CROSS SWITCH

DUAL ENTRY

VEHICLE RECALL

MIN

ON

OFF OFF OFF OFF

5.0 5.03.0

MIN - -

ON -

WB

PERM

PROT/

3.0

4.8 4.8

2.6

3.0

4.8 4.8

2.6

3.0

4.0

2.5

3.0

OFF

SB

SPAN TABULATION

DIF.

ELEV.

CRIT.

LENGTH

SPAN

1 Y

(Y/N)

PLATES

BACK-

SD8SD7D6 SD5 SD4 SD3 SD1 SPOLE

DISTANCE FROM POLE (D#) / NUMBER OF SECTIONS (S)

SIGNAL DATA

SPAN

ID

POLE

5 3 5

2 3147.4' 46.7' 55.3' 66.0' 377.0' 87.1' 93.7' 106.5'5

(-) 0.07'

(+) 0.47'

D2

46.7'

3 3

L-5

L-1

L-4

LOOP

LOOPS

OF

NO.

(SEC)

TIME

DELAY

DETECTORS FOR LOOPS

L-7

SLOT

RACK

DET.

NO.

CHANNEL

1 2

1 15.0

SIGN ASSEMBLY DETAIL

INTERNALLY ILLUMINATED

D r a w n

B y

K L

C h e c k e d

B y

L M

D e s ig n e d

B y

K L

C h e c k e d

B y

L M

2/2/2024jjohnson2 c:\pwworkingdir\kca-pw.bentley.com_kca-pw-01\john johnson\dms58996\MiscStr02.DGN9:33:38 AM

STEEL STRAIN POLE SCHEDULE

T-7 451283-1-58-01 COLLIER

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

MANAGEMENT SERVICES DEPARTMENT

16TH ST. NE

T

F I

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T

E C

T R

O N

G I

T A

L

G N

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D

L E

G

A

C

'H

'A

WIRE CLAMP

CATENARY

WIRE CLAMP

MESSENGER

'D A

'DB'

CATENARY WIRE

MESSENGER WIRE

SIGNAL CABLE

H T

WIDTH

SIGN ASSEMBLY

ILLUMINATED

INTERNALLY

WIRE ENTRANCE

2" PIPE FOR

'B

NUMBER

SHEET

NO.

POLE

TYPE

POLE

CRITICAL HEAD

UNDER

PAVEMENT EL.

DIA. (IN.)/GRADE

WIRE

CATENARY

DIA. (IN.)/GRADE

WIRE

MESSENGER

UNIT WT. (PCF)

SOIL

EFFECTIVE

FOUNDATION DESIGN ASSUMPTIONS

FRICTION (DEG.)

INTERNAL

ANGLE OF

NOTES:

14.70 14.13 17.00 33.00

14.16 17.00 33.00

30 ASTM A4758

3 ASTM A4752

(NTS)

STEEL STRAIN POLE ELEVATION

T-5 4.5

4.5

(FT)

DA

(FT)

H

(FT)

DB

(FT)

A

2 14.13

STEEL POLE SCHEDULE

8.37

8.37

INDEX 700-050

INFORMATION SEE

FOR ADDITIONAL

TAMPA, FL 33602

201 N. FRANKLIN STREET, SUITE 400

KISINGER CAMPO & ASSOCIATES, CORP.

P.E. LICENSE NUMBER 82380

LUCIO MARTINEZ, P.E.

47.6

PS-VIII

PS-VIII

(FT)

B

1.70

1.16

EL. AT POLE

GROUND

FINISHED

14.20

13.66

ELEVATION

FOUNDATION

TOP OF

SEALED BY A FLORIDA PE, FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION.

SPECIALTY ENGINEER. SUBMIT SHOP DRAWINGS AND CALCULATIONS, SIGNED AND

4. LUMINAIRE ARM AND CLAMP DESIGN TO BE COMPLETED BY THE CONTRACTOR OR CONTRACTOR'S

3. FOR REPORT OF CORE BORINGS, SEE SHEETS T-9.

2. DESIGN WIND SPEED: 155 MPH.

1. FOR ADDITIONAL DETAILS NOT SHOWN ON THIS SHEET, REFER TO LIGHTING PLANS AND INDEX 649-010.

2/20/2024Jacob.Rehm K:\FTM_Roadway\148075005_16th Street NE\148075005\signals\GSWKSG01.dgn11:01:30 AM

REVISIONS

DATE DESCRIPTION

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REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 86833

MOHAMMAD A. ANSARI, P.E.

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

NUMBER

OF POSTS

NUMBER

OF POSTS

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

GUIDE SIGN WORKSHEET

T-8

8'-0" 0.75"

2'-0" 2.25"

White White

Green

S t L1 6 t h L N E L

B l v d LA p p r o a c h L

AR_Type D 3 6 990

AR_Type D 84 4.1 6 9270

4"

4"

3" 90" 3"

8'-0"

2'-0"

4" EM

3.5"

4" EM

8" EM

8" EM

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

SPACE

COPY

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

8'-0"

3" 90" 3"

2"

2"

2.5"

2'-0"

2"

4" EM

4" EM

8" EM

8" EM

4"

4" 4"

8'-0" 0.75"

2'-0" 2.25"

White White

Green

B l v d LA p p r o a c h L

S t L N E L1 6 t h L

AR_Type D 3 14.2 6 990

AR_Type D 6 9270

8"

12"

8"

8"

2'-0"

6'-0"

4.5" 63" 4.5"

8" EM 4" EM

6'-0" 1"

2'-0" 1.5"

White White

Green

B

54.7 l v d

64.9

L

12.8

R

4.5 a

12.4 n

20.9 d

28.6 a

36.4 l

44.9 l

49.7

GS-01 GS-02

GS-03

L

58.7

SEE PLANS

SEE PLANS

SEE PLANS

78.3 87 14.6

15.4

38.4 42.7 50.8 57.5 24.4 65.8 69.8 6.2

3 13 20.7 28.5 33.7 40.9 48.7 56.4 58.7 66.1 70.5 72.5 76.3 12.8

3.884

15.7 25.7 33.5 41.2 46.4 53.6 61.4 69.2 58.7 80.1 84.5 86.5 90.3 12.8

3.3 7.6 15.7 22.4 24.4 31.5 35.6 6.2 43.6 52.4 14.6

REPORT OF CORE BORINGS

GR-15

N

Longitude

Latitude

Rig

Hammer

Driller

Date

Elevation

Offset

Station

Reference

Bore #

-81.575079

26.277784

CME-75

AUTO

Y.Oviedo

10/17/2022

14'

50' LT

272+90

CCL 16th ST

MA-1

TOPSOIL

LIGHT BROWN TO BROWN SAND (SP)

LIGHT BROWN SAND WITH FEW SHELL (SP)

TRACE SHELL (SP-SM)

LIGHT BROWN TO BROWN SAND WITH SILT

LIGHT BROWN LIMESTONE

SHELL

LIGHT BROWN LIMESTONE WITH SAND AND

at Elev. -11ft

Boring Terminated

69/8"

N

Longitude

Latitude

Rig

Hammer

Driller

Date

Elevation

Offset

Station

Reference

Bore #

-81.574762

26.277592

CME-75

AUTO

Y.Oviedo

10/17/2022

13.7'

53' RT

272+20

CCL 16th ST

MA-2

TOPSOIL

LIGHT BROWN TO BROWN SAND (SP)

LIGHT BROWN TO BROWN SAND WITH SILT (SP-SM)

TRACE SHELL (SP-SM)

LIGHT BROWN TO BROWN SAND WITH SILT

LIGHT BROWN LIMESTONE

SHELL

LIGHT BROWN LIMESTONE WITH SAND AND

at Elev. -11.3ft

Boring Terminated

E L

E V

A T

IO

N

F

E E

T

-5

-10

-15

E L

E V

A T

IO

N

(F E

E T

-5

-10

-15

DRIVEWAY

(BRICK)

DRIVEWAY

(BRICK)

DRIVEWAY

(ASPHALT)

DRIVEWAY

(ASPHALT)

W A L L

W A

LL

SID

EWALK

E L

E C

E L

E C

E L

E C

272 P O

T

S

T A

.0

MA-1

MA-2

Scale: 1"=50'

N

CASING

WOH

LEGEND

WEIGHT OF HAMMER

GNE GROUNDWATER NOT ENCOUNTERED IN UPPER 10 FEET

ENCOUNTERED WATER TABLE DURING DRILLING

(UNLESS OTHERWISE NOTED)

SPT VALUE FOR 12" PENETRATION.

NUMBERS TO THE LEFT OF BORINGS INDICATE N

VARY BETWEEN OR AWAY FROM BORING LOCATIONS.

STRATA BOUNDARIES ARE APPROXIMATE AND MAY1.

DUE TO THEIR HIGH POROSITY AND PERMEABILITY.

THESE LAYERS ARE ALSO DIFFICULT TO DEWATER

TYPICALLY REQUIRED TO EXCAVATE THESE LAYERS.

SPECIAL EQUIPMENT AND BREAKING TOOLS ARE

EXCAVATION.

OFFER HIGH RESISTANCE TO DRIVING AND

SITE CORRESPOND TO ROCK FORMATIONS THAT

THE STRATA ENCOUNTERED WITHIN THE PROJECT 4.

AND FLUID LEVEL MAY BE DIFFICULT TO MAINTAIN.

MAY BE ENCOUNTERED DURING THE EXCAVATION

THE CONTRACTOR IS ADVISED THAT CAVING SOILS5.

MAINTAIN THE FLUID LEVEL DURING EXCAVATION

OCCUR WHICH MAY MAKE IT DIFFICULT TO

PERIODIC TOTAL LOSS OF CIRCULATION MAY

OPERATION THE CONTRACTOR IS ADVISED THAT

ALTHOUGH NOT APPARENT DURING DRILLING6.

GENERAL NOTES:

USING A HANDHELD GPSMap GARMIN 78s.

BORING LOCATIONS WERE MARKED IN THE FIELD2.

3.

Topsoil

Asphalt /

Sand

Limestone

12 - 24

10 - 30

GREATER THAN 50

LESS THAN 4

30 - 50

4 - 10

DENSE

LOOSE

MEDIUM

VERY DENSE

VERY LOOSE

30.0 inchesAVG. HAMMER DROP

140.0 poundsHAMMER WEIGHT

2 - 4

15 - 30

GREATER THAN 30

4 - 8 8 - 15

LESS THAN 2

SOFT

HARD

FIRM

STIFF

VERY STIFF

CONSISTENCY

VERY SOFT

1.375 inches

2.0 inchesSPOON OUTSIDE DIA.

SPOON INSIDE DIA.

STANDARD PENETRATION TEST DATA

DENSITY

RELATIVE

SPT DENSITY CHART / GRANULAR MATERIALS

GREATER THAN 40

LESS THAN 3

24 - 40

3 - 8 8 - 24

SPT CONSISTENCY CHART (SILTS AND CLAYS)

1 - 3

GREATER THAN 24

3 - 6 6 - 12

LESS THAN 1

(BLOW/FOOT)

SPT N-VALUE

SAFETY HAMMER

(BLOW/FOOT)

SPT N-VALUE

AUTOMATIC HAMMER

(BLOW/FOOT)

SPT N-VALUE

SAFETY HAMMER

(BLOW/FOOT)

SPT N-VALUE

AUTOMATIC HAMMER

ENVIRONMENTAL CLASSIFICATION

SUBSTRUCTURE: EXTREMELY AGGRESSIVE (ASSUMED)

SURVEY FILES.

WERE DETERMINED BASED ON THE ALIGNMENT AND

APPROXIMATE. STATION, OFFSETS AND ELEVATIONS

ACTUAL LOCATIONS AND THEIR COORDINATES ARE

COLLIER COUNTY TRANSPORTATION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

ROAD NAME COUNTY

451283-1-58-01COLLIER16th ST

D

A T

E

F

I L

E

T

IM

E

U S

E R

A

TAMPA, FL 33634

SUITE 106

6011 BENJAMIN RD

TIERRA SOUTH FLORIDA, INC.

LICENSE NUMBER 63989

MY GUISINGER, P.E.

ENGINEER OF RECORD

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

T-9