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 · Feb 23, 2026

This is a signalization plan exhibit prepared for Collier County, Florida's BCIRP Phase 2A project involving the construction of a signalized intersection at Oil Well Road and Big Corkscrew Drive. The plan provides comprehensive signal design specifications including the installation of three signal mast arm structures (identified as 1-1, 1-2, and 1-3) with associated controller timing parameters, pedestrian signal heads at four movements (P2, P4, P6, and P8), and detector loop configurations. The design incorporates microwave vehicle detection assignments across multiple detection zones (DZ2, DZ2A, DZ2B, DZ6, DZ6A, DZ6B) with specified time delay settings, LED signal head specifications per standard details, and concurrent actuated pedestrian timing for all pedestrian movements. The signalization plan identifies base and crown elevations for each structure location, details the signal timing chart with initial and extension intervals for each movement direction, and specifies the installation of an Ethernet extender cabinet per county technical standards. A non-mandatory pre-bid meeting is scheduled for November 12, 2024, at 10:00 a.m., with sealed bids due December 12, 2024, at 3:00 p.m. local time. The project requires substantial completion within 195 calendar days and final completion within 30 calendar days thereafter.

The signalization plan was designed by W.L.F. and prepared by Reid C. Fellows, P.E., with Certificate of Authorization #27003, dated July 2, 2024. The plan notes contractor attention to existing overhead utilities that may interfere with construction and specifies that any conflicting utilities must be relocated to accommodate mast arm foundation locations as indicated. The design includes flashing signal mode specifications with movement-specific flash timing requirements and concurrent pedestrian signal coordination. The anticipated project estimate is $4,724,898.03, with funding provided by Parks and Recreation Impact fees, with the adjacent commercial developer responsible for reimbursing Collier County for a portion of public utilities and intersection costs. Liquidated damages are assessed at $2,512 per calendar day for failure to achieve substantial completion on schedule. The contract requires 5% bid bond or certified check submission and 100% payment and performance bonds if awarded, with work restricted to 7:00 a.m. to 7:00 p.m., Monday through Friday.

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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
24-8314_-_Exhibit_M_-_ROW_Signal_Plans_S&S.pdf	PDF	Oct 22, 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 Feb 23, 2026.