24-8314_-_Exhibit_M_-_ROW_Signal_Plans_S&S.pdf

PDF 9 MB Posted Oct 22, 2024

Attached to: BCIRP Phase 2A Signalized Intersection on Oil Well Road at Big Corkscrew Drive
Solicitation number: 24-8314
Issued by: Collier County, Florida

About this file

Written by GovTribe AI · May 11, 2025

The document is a comprehensive set of signal plans for the Signalization of Oil Well Road at Corkscrew Island Regional Park, prepared by TR Transportation Consultants, Inc. for Collier County, Florida. The plans, dated July 2, 2024, detail a signalized intersection project involving multiple technical sheets including a signalization plan, pedestrian signal details, mast arm tabulation, and standard mast arm assemblies data table. The project involves installing traffic signals, fiber optic communication infrastructure, electrical services, vehicle detection systems, and associated roadway signage at the intersection of Oil Well Road and Corkscrew Island Regional Park.

The technical specifications indicate precise engineering requirements for signal structures, including detailed measurements for mast arm placements, signal head locations, and underground conduit installations. The project includes specific components such as traffic signal controllers, pedestrian signals, steel mast arm assemblies, and various communication and electrical infrastructure elements. The plans provide comprehensive technical details for contractors, including soil boring profiles showing subsurface conditions, which reveal predominantly sandy soil compositions with variations in density and limestone layers. The documentation suggests a thorough approach to infrastructure design, with careful consideration of existing utilities, site conditions, and precise signal timing and placement specifications.

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Other files

File	Type	Posted
24-8314_-_Exhibit_L_-_Scope_of_Work_R2.pdf	PDF	Dec 6, 2024
24-8314_-_Exhibit_M_-_Tabulation_of_Quantities.pdf	PDF	Nov 26, 2024
Construction_Bid_Instructions_Form.pdf	PDF	Nov 15, 2024
24-8314_Bid_Schedule_R1.xlsx	XLSX spreadsheet	Nov 15, 2024
24-8314_-_Solicitation.pdf	PDF	Oct 24, 2024
24-8314_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Oct 24, 2024
24-8314_-_Exhibit_M_-_ROW_Plans_S&S_1.pdf	PDF	Oct 23, 2024

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EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS

EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL

EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM

EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL

EX.EL

W M

RS RS RS RS RS RS RS RS RS RS

1-1

1-2

1-3

630-2-12

635-2-11A 635-2-11

632-7-1 630-2-11

639-1-122 639-2-1 641-2-12

660-1-110

663-1-111 671-2-11

684-1-1 685-1-13

633-1-122 633-3-11 633-3-12 633-3-14 633-3-15 633-8-1

649-21-21 630-2-11

715-5-31 700-5-22

663-1-112

649-21-21 630-2-11

715-5-31 700-5-22

663-1-112

630-2-11 649-21-10

715-5-31 700-5-22A 663-1-112

S-2

(3 RUNS @ 100 LF)

1 EA

4 EA

1 EA

2 EA

1 EA

S-

630-2-12

646-1-11

630-2-11(2 RUNS @ 8 LF)

1 EA

665-1-111 EA

646-1-11

630-2-11 (2 RUNS @ 5 LF)

1 EA

665-1-11 1 EA

(5 RUNS @ 145 LF)

635-2-11A 635-2-11

2 EA

1 EA

1 AS

5 EA

1 EA

1 AS

1 EA

5 LF

1 EA

(5 RUNS @ 16 LF)

635-2-11A 3 EA

(4 RUNS @ 24 LF)

1 EA

2 EA

1 EA

STA. 178+24.19-86.29'Lt.

STA. 178+3.24-69.80Rt.

STA. 176+96.92-65.51 Lt.

(4 RUNS @ 5 LF)

1 PI

40 LF

(5 RUNS @ 25 LF)

(2 RUNS @ 8 LF)

BASE ELEV=18.00

CROWN

ELEVATION

=19.40

BASE ELEV=18.20

CROWN

ELEVATION

=18.30

646-1-11 630-2-11

665-1-11

1 EA

2 EA

(2 RUNS @ 15 LF)

682-1-133

CROWN

ELEVATION

=17.65

CROWN

ELEVATION

=19.30

646-1-11 630-2-11

665-1-11

1 EA

(2 RUNS @ 28 LF)

646-1-11

630-2-11(2 RUNS @ 22 LF)

1 EA

665-1-111 EA

L-1

L-

L- 4R

L-5

(5 RUNS @ 154 LF)

1FUTURE

SIGNAL

HEAD

S-1

649-21-10 630-2-11

715-5-31 700-5-22A 663-1-112

3 AS 660-2-106

(40 FOOT)

2 AS 660-2-106

(40 FOOT)

1 AS 660-2-106

(40 FOOT)

1 AS660-2-106

(40 FOOT)

S-1

646-1-11 630-2-11

665-1-11

MD1

MD2

715-4-74 1 EA

ZONE

646-1-11 630-2-11

665-1-11

1 EA

2 EA

(2 RUNS @ 23 LF)

(4 RUNS @ 18 LF)

STA. 177+4.52-67.80Rt.

BASE ELEV=18.40

1 EA(5 RUNS @ 104 LF)

646-1-11 630-2-11

665-1-11

1 EA

(2 RUNS @ 20 LF)

1 EA

L-

L- 8R

660-3-11 1 EA

660-3-121 EA

676-1-17 1 EA

682-1-1331 EA

1-4

635-2-12 1 EA

635-2-11 1 EA

L- 8R

L-

L-2

L-6

INSTALL ETHERNET EXTENDER

CABINET PER CCTO TSP-30

SCALE:1"=40'

0 10' 20' 40'30'

SIGNALIZATION PLAN T-5

DRAWN BY

DATE R E V I S I O N S BY

R.C.F. SHEET

NO.OIL WELL ROAD @ CORKSCREW ISLAND REGIONAL PARK

JULY 2, 2024W.L.F.

CHECKED BY R.C.F.

REID C. FELLOWS

P.E. 61673

APPROVED BY:

CERTIFICATE OF AUTHORIZATION: #27003

FORT MYERS, FLORIDA 33901-9356

(239) 278-3090

2726 OAK RIDGE COURT, SUITE 503

JOB NO.

F2306.03

SIGNAL STRUCTURE DATA

1-1

ID STATION & OFFSET

176+96.92-65.51' Lt

BASE ELEV. CROWN ELEV.

18.00 19.40 1-2 178+24.19-86.29' Lt. 18.00 18.38 1-3 178+3.24-69.80' Rt. 18.20 19.30

NOTES:

1. MAJOR STREET IS OIL WELL ROAD, PHASE 1 (MOVEMENTS 2 & 6) AND MINOR STREET IS CORKSCREW ISLAND REGIONAL PARK, PHASE 2 (MOVEMENTS 4 & 8).

2. WHEN SIGNAL IS IN FLASH MODE, MOVEMENT 2 AND 6 SHALL FLASH YELLOW, ALL OTHER VEHICLE MOVEMENTS SHALL FLASH RED.

3. CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITIES WHICH MAY INTERFERE WITH NORMAL CONSTRUCTION PRACTICES AT THIS LOCATION.

4. CONCURRENT/ ACTUATED PEDESTRIANS FOR MOVEMENTS 2 (P2), 4 (P4), 6 (P6), AND 8 (P8).\

5. THE MAST ARMS ARE TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN. ANY CONFLICTING UTILITIES TO BE RELOCATED TO ACCOMMODATE MAST ARM FOUNDATIONS

LOCATIONS AS INDICATED ON THIS PLAN.

2.0

5.5

3.0

PROT/PERM

EBL

MIN GREEN

EXT

DUAL ENTRY

RECALL

DET. CROSS SWITCH.

MOVEMENT #

DIRECTION

TURN TYPE

TIMINGS ARE INITIAL AND MAY REQUIRE FIELD

ADJUSTING AS DIRECTED BY THE PROJECT

ENGINEER. INSTALL CONCURRENT TIMING OF

INITIAL AND EXTENSION INTERVALS.

FLASHING DON'T WALK

WALK

MAX II

MAX I

ALL RED

YELLOW

CONTROLLER TIMINGS

YES

ON ON

YES

3.0

5.5

2.0

3.0

4.0

3.0

5.5

2.0

MIN MIN

(CONTROLLER PHASE Ø)

SIGNAL DETAILS

3.0

4.0

3.0

T.F.3

T.F.6

T.F.5

2T.F.2

T.F.1 or

SOP 7

4 + 8

2.0

5.5

3.0

PROT/PERM

WBL

1-4 178+4.52-67.80' Rt. 18.40 18.30

DZ2 2

MD1

DELAY TIME IS INITIAL AND MAY REQUIRE FIELD

ADJUSTING AS DIRECTED BY THE PROJECT ENGINEER.

ZONE MOVEMENT

CONNECT

DETECTION

DETECTOR

MICROWAVE

TIME

DELAY

(SECS.)

MICROWAVE VEHICLE DETECTION

ASSIGNMENTS

DZ6 6

MD2

DZ2A 2

DZ2B 2

DZ6A 6

DZ6B 6

L-1

DETECTOR

LOOP LOOPS

NO. OF

NEW

NO. OF

DETECTORS

TIME

DELAY

DETECTORS FOR LOOPS

(SEC)

L-5 1 -1

L-4R

L-4 1

8.0

L-8

L-8 1

-1

L-8R 1 8.01

2 AS

12" L.E.D.

650-1-16

(4-SEC., 1 WAY)

9 AS

12" L.E.D.

650-1-14

(3 SEC., 1 WAY)

R Y G

1 & 6

2, 4, 6 & 8

FYSY

P2, P4, P6 & P8

L.E.D.

8 AS

653-1-11

1 SECT., 1 WAY

AutoCAD SHX Text D

AutoCAD SHX Text 4.5157

AutoCAD SHX Text 3.0812

AutoCAD SHX Text 298'

AutoCAD SHX Text 166'

AutoCAD SHX Text 40'

AutoCAD SHX Text 166'

AutoCAD SHX Text 298'

EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS

EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL

1-2

S-1

L-

L-2

EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS

EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL

1-1

S-

L-

EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM

EX.EL EX.EL EX.EL EX.EL EX.EL

EX.EL

RS RS RS RS RS RS RSP6

L-

S-1

ZONE

STA. 177+4.52-67.80Rt.

BASE ELEV=18.40

1-4

L-6

EX.COMM EX.COMM EX.COMM EX.COMM

EX.COMM EX.COMM

EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL

EX.EL EX.EL EX.EL

RS RS RS RS RS RS

1-3

S-2

L-

L- 4R

PEDESTRIAN SIGNAL DETAIL T-5A

DRAWN BY

DATE R E V I S I O N S BY

R.C.F. SHEET

NO.OIL WELL ROAD @ CORKSCREW ISLAND REGIONAL PARK

JULY 2, 2024W.L.F.

CHECKED BY R.C.F.

REID C. FELLOWS

P.E. 61673

APPROVED BY:

CERTIFICATE OF AUTHORIZATION: #27003

FORT MYERS, FLORIDA 33901-9356

(239) 278-3090

2726 OAK RIDGE COURT, SUITE 503

JOB NO.

F2306.03

20'10'

SCALE:1"=20'

166'

EX.GAS EX.GAS EX.GAS EX.GAS

EX.EL EX.EL EX.EL EX.EL

EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM

EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL

M W

RS RS RS RS RS RS

RS RS

1FUTURE

SIGNAL

HEAD

3 AS 660-2-106

(40 FOOT)

2 AS 660-2-106

(40 FOOT)

1 AS 660-2-106

(40 FOOT)

1 AS660-2-106

(40 FOOT)

715-4-74 1 EA

660-3-121 EA

700-2-14 1 AS

700-2-12 1 AS

SIGNING PLAN T-8

DRAWN BY

DATE R E V I S I O N S BY

R.C.F. SHEET

NO.OIL WELL ROAD @ CORKSCREW ISLAND REGIONAL PARK

JULY 2, 2024W.L.F.

CHECKED BY R.C.F.

REID C. FELLOWS

P.E. 61673

APPROVED BY:

CERTIFICATE OF AUTHORIZATION: #27003

FORT MYERS, FLORIDA 33901-9356

(239) 278-3090

2726 OAK RIDGE COURT, SUITE 503

JOB NO.

F2306.03

120'80'40'

SCALE:1"=120'

AutoCAD SHX Text D

T-1

T-2

T-3

T-4

T-5

Sheets and Views

T-5

T-5A

Sheets and Views

T-5A

T-6

T-7

T-8

Sheets and Views

T-8

T-9

T-10

T-11

	2024-07-03T13:40:16-0400
Reid Fellows

File details come from the government source that posted it. Updated May 11, 2025.