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NN
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 OCTOBER 2, 2014
NN
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 OCTOBER 2, 2014
NN
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 OCTOBER 2, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 OCTOBER 2, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 OCTOBER 2, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 OCTOBER 2, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
N
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
LASIP - County Barn Road
Rattlesnake Hammock Road to Davis Boulevard
Design: Agnoli, Barber and Brundage, Inc.
General Contractor: ______________________
Project Management: Transportation Division
Completion Date: ________________________
For Information Please Contact:
Transportation Division: (239) 252-8192
www.colliergov.net
"Your Tax Dollars At Work"
Collier County
Board of
County
Commissioners
Districts
1 Donna Fiala
2 Georgia Hiller
3 Tom Henning
4 Fred Coyle
5 Tim Nance
AB
Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108
Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.
ARBER &GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014
8'
4'
1" EDGE TYP. 2'-3" 5'-7" 1" EDGE TYP.
1
1
2
" 2' 1
1
2
"
2
1
4
"
7
3
4
"
3"
2'-2"
3"
2"
2"
1'-7"
11"
1'-8
1
4
"
1'-2
3
4
"
1
2
" THK. BLACK BORDER
1
2
" BLACK
SIGN DETAIL - SCALE: 1"=1'
SIGN VIEW WITHOUT DIMENSIONS
N.T.S.
1. SIGN TO BE CONSTRUCTED OF WOODEN SIGN BOARD.
2. TWO SIGNS TO BE INSTALLED AT THE START OFCONSTRUCTION.
3. LOCATIONS TO BE DETERMINED BY COLLIER COUNTY.
GREEN BACKGROUND
8'
4'
1" EDGE TYP. 2'-3" 5'-7" 1" EDGE TYP.
1
1
2
" 2' 1
1
2
"
2
1
4
"
7
3
4
"
3"
2'-2"
3"
2"
2"
1'-7"
11"
1'-8
1
4
"
1'-2
3
4
"
1
2
" THK. BLACK BORDER
1
2
" BLACK
GREEN BACKGROUND
LASIP - County Barn Road
Rattlesnake Hammock Road to Davis Boulevard
Design: Agnoli, Barber and Brundage, Inc.
General Contractor: ______________________
Project Management: Transportation Division
Completion Date: ________________________
For Information Please Contact:
Transportation Division: (239) 252-8192
www.colliergov.net
"Your Tax Dollars At Work"
Collier County
Board of
County
Commissioners
Districts
1 Donna Fiala
2 Georgia Hiller
3 Tom Henning
4 Fred Coyle
5 Tim Nance
1
4
"
0"
0"
1
4
"
1
4
"
1
4
"
1
4
"
1
4
"
1
4
"
1
4
"
1
4
"
1
2
" THK. COLLIER GREEN DIVISION (TYP.)
DATE: 8/28/14
PHASE IV PLAN SUBMITTAL
PLANS PREPARED BY:
SHEET DESCRIPTIONSHEET NO.
NO.
SHEET
YEAR
FISCAL
1:46:54 PM f:\project\5139222\CADD\signals\KEYSSG01.DGNUSER: 5brownd 8/28/2014
COLLIER COUNTY PROJECT MANAGER:
T-1N/A
INDEX OF SIGNALIZATION PLANS
BEE LINEEXPRESSWAY
FLO
RID
A S
TU
RNPIK
E
10
PENSACOLA FORT WALTON
BEACH
PANAMACITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND4
NEW PORT RICHEY
TAMPA
754
LAKELAND
MELBOURNE -COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
BOARD OF COUNTY COMMISSIONERS
PROJECT LOCATION
Consulting Engineers of Florida, LLC
American
Task Order No. EDO14-005
Vender No. F04368234001
Certificate of Authorization No. 9302
Phone: (813) 435-2600 Fax: (813) 435-2601
Wesley Chapel, Florida 33544
2818 Cypress Ridge Blvd, Suite 200
PLANS OF PROPOSED
SIGNALIZATION PLANS
CONSIDERED WHEN OBTAINING SCALED DATA.
SIZE BY REPRODUCTION. THIS MUST BE
THESE PLANS MAY HAVE BEEN REDUCED IN
ATTENTION IS DIRECTED TO THE FACT THAT
58069FLORIDA P.E. NO.:
DATE:
(SEAL)AKRAM M. HUSSEIN, P.E.
REVISIONS
DATE BY DESCRIPTION
REVISIONS
DESCRIPTIONBYDATE
R. SHANE COX, P.E.
COMPONANTS OF CONTRACT PLAN SET
DATED MAY 2014.
COLLIER COUNTY TECHNICAL SPECIAL PROVISIONS
AS AMENDED BY CONTRACT DOCUMENTS.
BRIDGE CONSTRUCTION DATED 2014,
AND STANDARD SPECIFICATIONS FOR ROAD AND
DESIGN STANDARDS DATED 2014,
FLORIDA DEPARTMENT OF TRANSPORTATION,
GOVERNING STANDARDS AND SPECIFICATIONS:
COLLIER COUNTY
Rattlesnake Hammock Road (CR864)
County Barn Road (CR268) at
COLLIER COUNTY PROJECT NO. 51101
LASIP - COUNTY BARN ROAD
DISTRICT 5: TIM NANCE
DISTRICT 4: FRED COYLE
DISTRICT 3: TOM HENNING
DISTRICT 2: GEORGIA HILLER
DISTRICT 1: DONNA FIALA
SIGNALIZATION PLANS
ROADWAY PLANS
STANDARD MAST ARM ASSEMBLIES DATA TABLE
STANDARD MAST ARM TABULATION
GUIDE SIGN WORKSHEET
SIGNALIZATION PLAN
GENERAL NOTES
TABULATION OF QUANTITIES
KEY SHEET
T-7
T-6
T-5
T-4
T-3
T-2
T-1
8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\TABQSG01.DGN1:46:55 PM
DESCRIPTION
REVISIONS
NO.
SHEETDATE
DESIGNED BY:
NAME APPROVED BY:PREPARED BY:
CHECKED BY:
DRAWN BY:
SUPERVISED BY: Lic. No. 58069
AmericanConsulting Engineers of Florida, LLC
DHB
CNO
DHB
AKRAM M. HUSSEIN, P.E.
3/25
3/25
3/25
APPROVEDDATENO.
Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200
LASIP - COUNTY BARN ROADNO.
PROJECT
51101
ENGINEERING DEPARTMENT
COLLIER COUNTY TRANSPORTATION
NAPLES, FLORIDA 34104
2885 SOUTH HORSESHOE DRIVE
TRAFFIC OPERATIONS DIVISION
QUANTITIES
TABULATION OF
TABULATION OF QUANTITIES
ITEM NO.
PAY
SHEET
REF.
FINALPLANFINAL PLANFINALPLAN FINALPLAN
DESCRIPTION
SHEET NUMBERS
UNIT
FINALPLANFINAL PLANFINALPLAN FINALPLAN PLANFINALPLANFINALPLAN FINALPLANFINAL
T-4 TOTAL
GRAND
SHEET
THIS
TOTAL
T-2
630-2-11 CONDUIT (F&I) (OPEN TRENCH) LF 507 507 507
630-2-12 CONDUIT (F&I) (DIRECTIONAL BORE) LF 210 210 210
632-7-1 SIGNAL CABLE (NEW OR RECONSTRUCTED PI 1 1 1
INTERSECTION-F&I)
633-1-121 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (2 to 12) LF 270 270 270
633-2-31 FIBER OPTIC CONNECTION HARDWARE (INSTALL) (SPLICE) EA 12 12 12
633-3-11 FIBER OPTIC CONNECTION HARDWARE (F&I) EA 1 1 1
(SPLICE ENCLOSURE)
633-3-14 FIBER OPTIC CONNECTION HARDWARE (F&I) EA 1 1 1
(BUFFER TUBE FAN OUT KIT)
633-3-16 FIBER OPTIC CONNECTION HARDWARE (F&I) EA 1 1 1
(PATCH PANEL FIELD TERMINATED)
633-3-17 FIBER OPTIC CONNECTION HARDWARE (F&I) EA 1 1 1
(CONNECTOR PANEL)
635-2-11 PULL & SPLICE BOX (F&I) (13x24 STANDARD SIZE) EA 17 17 17
639-1-121 ELECTRICAL POWER SERVICE (UNDERGROUND) AS 1 1 1
(FURNISHED BY POWER COMPANY)
639-2-1 SIGNALS-ELECTRICAL SERVICE WIRE (F&I) LF 24 24 24
641-2-12 PRESTRESSED CONCRETE POLE (F&I) (TYPE P-II EA 1 1 1
SERVICE POLE)
646-1-11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL) EA 4 4 4
649-31-102 STEEL MAST ARM ASSEMBLY (F&I) EA 1 1 1
(150 W/SIGNAL BACKPLATES) (46)
649-31-115 STEEL MAST ARM ASSEMBLY (F&I) EA 1 1 1
(150 W/SIGNAL BACKPLATES) (46-60)
650-1-311 TRAFFIC SIGNAL (F&I) (3-SECT-1 WAY) (ALUMINUM) AS 7 7 7
650-1-411 TRAFFIC SIGNAL (F&I) (4-SECT-1 WAY) (ALUMINUM) AS 2 2 2
650-1-511 TRAFFIC SIGNAL (F&I) (5-SECT-1 WAY) (ALUMINUM) AS 1 1 1
653-191 PEDESTRIAN SIGNAL (F&I) (LED-COUNTDOWN) (1 WAY) AS 4 4 4
660-1-109 LOOP DETECTOR-INDUCTIVE (F&I) (TYPE 9, 2 CH, SS, RM) EA 5 5 5
660-2-106 LOOP ASSEMBLY (F&I) (TYPE F) AS 6 6 6
660-3-11 VEHICLE DETECTION SYSTEM-MICROWAVE (F&I) (CABINET EA 2 2 2
EQUIPMENT)
660-3-12 VEHICLE DETECTION SYSTEM-MICROWAVE (F&I) (ABOVE EA 2 2 2
GROUND EQUIPMENT)
663-1-112 SIGNAL PRE-EMPTION SYSTEM (F&I) (OPTICAL)(DETECTOR) EA 3 3 3
665-1-11 PEDESTRIAN DETECTOR (F&I) (STANDARD) EA 4 4 4
670-5-110 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) AS 1 1 1
682-1-13 CCTV CAMERA (F&I) (DOME ENCLOSURE, EA 1 1 1
NON-PRESSURIZED)
685-106 SYSTEM AUXILIARIES (F&I) (UNINTERRUPTIBLE POWER EA 1 1 1
SOURCE)
685-120 SYSTEM AUXILIARIES (F&I) (TELEMETRY TRANSCEIVER) EA 1 1 1
685-128 SYSTEM AUXILIARIES (F&I) (INTERFACE PANEL) EA 1 1 1
690-10 TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL EA 7 7 7
690-20 SIGNAL PEDESTRIAN ASSEMBLY, REMOVE EA 3 3 3
690-34-1 COMPLETE POLE REMOVAL-DEEP (DIRECT BURIAL) EA 2 2 2
690-50 CONTROLLER ASSEMBLY-REMOVE (COMPLETE ASSEMBLY) EA 1 1 1
690-60 DETECTOR VEHICLE ASSEMBLY REMOVE EA 2 2 2
690-70 DETECTOR PEDESTRIAN ASSEMBLY, REMOVE EA 3 3 3
690-80 SPAN WIRE ASSEMBLY, REMOVE EA 1 1 1
690-90 REMOVE CONDUIT & CABLING PI 1 1 1
690-100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVE PI 1 1 1
700-5-22 INTERNALLY ILLUMINATED SIGN (F&I, OVERHEAD MOUNT) EA 3 3 3
(12-18 SF)
8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\GNNTSG01.DGN1:46:55 PM
DESCRIPTION
REVISIONS
NO.
SHEETDATE
DESIGNED BY:
NAME APPROVED BY:PREPARED BY:
CHECKED BY:
DRAWN BY:
SUPERVISED BY: Lic. No. 58069
AmericanConsulting Engineers of Florida, LLC
DHB
CNO
DHB
AKRAM M. HUSSEIN, P.E.
3/25
3/25
3/25
APPROVEDDATENO.
Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200
LASIP - COUNTY BARN ROADNO.
PROJECT
51101
ENGINEERING DEPARTMENT
COLLIER COUNTY TRANSPORTATION
NAPLES, FLORIDA 34104
2885 SOUTH HORSESHOE DRIVE
TRAFFIC OPERATIONS DIVISION
GENERAL NOTES
T-3
GENERAL NOTES PAY ITEM NOTES
1-877-832-6747TECO PEOPLES GAS
(239) 432-1805(MARK COOK)COMCAST CABLE
1-800-432-4770SUNSHINE STATE ONE-CALL CENTER
(239) 263-6214CENTURYLINK
(239) 353-6045FLORIDA POWER & LIGHT COMPANY
(239) 252-6239(PAM LIBBY)COLLIER COUNTY WATER DISTRIBUTION
(239) 252-2600(STEVE NAGY)COLLIER COUNTY WASTEWATER COLLECTIONS
15. FOR REMOVED SIGNAL EQUIPMENT CLAIMED BY MAINTAINING AGENCY, CONTACT GREGORY GARCIA.
PH: 239-252-8260
NAPLES, FL 34104
2885 SOUTH HORSESHOE DR.
COLLIER COUNTY TRAFFIC OPERATIONS
GREGORY GARCIA
9-8.1 (h), PROVIDE AS-BUILT PLANS IN ELECTRONIC FORM (PDF) TO:
14. AT THE COMPLETION OF THE PROJECT, IN ADDITION TO THE REQUIREMENTS OF STANDARD SPECIFICATION
UTILITY AGENCY / OWNERS:
IN ADVANCE OF THE BEGINNING OF CONSTRUCTION ON THE JOB SITE.
AGENCIES LISTED WITHIN OR IMPACTED BY THESE PLANS. NOT LESS THAN TWO (2) FULL BUSINESS DAYS
SUNSHINE ONE CALL OF FLORIDA INC. (1-800-432-4770) AND SHALL ALSO NOTIFY THOSE UTILITY OWNERS/
13. THE CONTRACTOR TO NOTIFY UTILITY OWNERS OF ANY EXCAVATION OR DEMOLITION ACTIVITY THROUGH
12. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
APPROXIMATE ONLY. THE VERIFIED LOCATION/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN.
Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED
11. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED
PH: 239-252-8260
NAPLES, FL 34104
2885 SOUTH HORSESHOE DR.
COLLIER COUNTY TRAFFIC OPERATIONS
GREGORY GARCIA
CONTRACTOR SHALL CONTACT THE TRAFFIC SIGNAL INSPECTOR/LIAISON:
10. AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO BEGINNING THE TRAFFIC SIGNAL INSTALLATION,
INFORMATION, SEE PAVEMENT MARKING PLANS.
9. PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE PURPOSES ONLY. FOR PAVEMENT MARKING DESIGN
8. MAINTAINING AGENCY: COLLIER COUNTY
BOUND THROUGH MOVEMENTS USE MICROWAVE CONTROLLER DILEMMA ZONE DETECTION.
7. INSTALL NEW INDUCTIVE LOOPS ON ALL MOVEMENTS WITH THE EXCEPTION OF THE EAST AND WEST
COUNTY TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.
6. ALL INDUCTIVE LOOPS SHALL BE 6’ X 40’ TYPE ‘F’ INSTALLED ACCORDING TO THE COLLIER
5. ELECTRICAL SERVICE SHALL NOT BE MOUNTED ON SIGNAL CONTROLLER CABINET.
NOTED.
4. ELECTRICAL POWER SERVICE CONDUIT (ABOVEGROUND) SHALL BE RIGID ALUMINUM UNLESS OTHERWISE
3. INDUCTANCE LOOPS SHALL HAVE AT LEAST 3 TURNS OF WIRE TO BETTER APPLY SENSITIVITY.
2. ALL SIGNAL HEADS MOUNTED ON MAST ARM SUPPORTS SHALL BE RIGID MOUNTED.
TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.
1. TRAFFIC SIGNAL INSTALLATION SHALL BE IN ACCORDING TO THE COLLIER COUNTY SIGNALIZATION
NECESSARY FOR INSTALLATION.
FOR THE INSTALLATION OF A PHOTOELECTRIC CELL INSIDE THE CONTROLLER CABINET. COST INCLUDES ALL HARDWARE
BREAKER LOCATED INSIDE THE CONTROLLER CABINET. THIS ITEM SHALL INCLUDE A PLEXIGLASS WINDOW KIT (LIGHT ACCESS)
LOCATED INSIDE THE CONTROLLER CABINET AND PHOTOELECTRIC CELL CONDUCTORS TO DEDICATED 15 AMP/120 VOLT CIRCUIT
STREET NAME SIGNS. CONNECT INTERNALLY ILLUMINATED STREET NAME SIGN CONDUCTORS TO PHOTOELECTRIC CELL
MOUNTED FREE SWINGING ON POLE BRACKET ARM ATTACHED TO POLE. USE LED (EDGE LIT TYPE) INTERNALLY ILLUMINATED
ON THE MAST ARM TABULATION SHEET IN THIS PLANS SET. ALL INTERNALLY ILLUMINATED STREET NAME SIGNS TO BE
INTERNALLY ILLUMINATED STREET NAME SIGN POLE BRACKET SUPPORT TO BE PAINTED PER PAINTING INSTRUCTIONS SHOWN
700-5-22:
SYSTEM AND SHALL INCLUDE 110W/ETHERNET AND SNMP (PROTOCOL).
WITH MANUFACTURER'S SPECIFICATIONS. UPS EQUIPMENT TO BE COMPATIBLE WITH MAINTAINING AGENCY'S EXISTING
DATED, MAY 2014. ATTACH UPS UNIT TO OUTSIDE OF THE CONTROLLER CABINET. INSTALL UPS UNIT IN ACCORDANCE
UNINTERRUPTIBLE POWER SUPPLY UNIT (UPS) SHALL MEET THE COLLIER COUNTY SIGNALIZATION TECHNICAL PROVISIONS
685-106:
COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.
COST OF CCTV CAMERA SHALL INCLUDE ALL MOUNTING HARDWARE AND SHALL BE INSTALLED ACCORDING TO THE COLLIER
682-1-13:
TO NEW CONTROLLER FOR RECONNECTION OF FIBER OPTIC INTERCONNECT / ETHERNET CABLE.
TRAFFIC SIGNAL SYSTEM. RELOCATE FIBER OPTIC CONNECTION COMPONENTS OR EQUIPMENT FROM EXISTING CONTROLLER
WITH OPTIONAL DATA KEY READER AND DATA KEY CARD COMPATIBLE WITH THE EXISTING COLLIER COUNTY COMPUTERIZED
DATED, MAY 2014. THE TRAFFIC CONTROLLER SHALL BE AN EAGLE EPAC MODEL NO. 3108M52, OR APPROVED EQUIVALENT,
CONTROLLER ASSEMBLY SHALL E A TYPE 6 AND MEET THE COLLIER COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS
670-5-110:
TECHNICAL SPECIAL PROVISIONS, DATED MAY, 2014.
VEHICLE PREEMPTION. EMERGENCY VEHICLE DETECTION SYSTEM SHALL MEET THE COLLIER COUNTY SIGNALIZATION
ELECTROMECHANICAL RELAY INTERFACE PANEL” SHALL BE INCLUDED WITH THE PAY ITEM NUMBER FOR THE EMERGENCY
THE “EMERGENCY VEHICLE DETECTOR WITH CONFIRMATION LIGHT” AND “EMERGENCY CONFIRMATION LIGHT WIRING WITH
COMPONENTS SHALL BE COMPATIBLE WITH A TS2, TYPE 1 CONTROLLER ASSEMBLY. THE COST TO FURNISH AND INSTALL
INSTALLATION OF A FULLY OPERATIONAL EMERGENCY VEHICLE DETECTION SYSTEM. EMERGENCY VEHICLE DETECTION
EMERGENCY DETECTION SYSTEM. THIS PAY ITEM NUMBER SHALL INCUDE ALL COMPONENTS AND WIRING FOR THE
EMERGENCY VEHICLE DETECTION SHALL BE COMPATIBLE WITH THE GLOBAL TRAFFIC TECHNOLOGIES INFRARED OPTICOM
663-1-112:
TERMINATION POINT. FOR INCREASED SENSITIVITY, INDUCTANCE LOOPS TO HAVE A MINIMUM OF THREE TURNS OF WIRE.
PERMANENTLY MARK EACH LOOP PER PHASE AND PER VEHICLE MOVEMENT AT EACH SPLICE POINT AND AT THE CABINET
660-2-106:
BACKPLATES WITH A 2" YELLOW REFLECTORIZED (TYPE III REFLECTIVITY) OUTER EDGE BORDER.
SIGNAL CABLE TERMINATION IN SIGNAL HEADS SHALL BE TO A TERMINAL STRIP. USE LOUVERED ALUMINUM SIGNAL HEAD
650-1-311, 650-1-411 & 650-1-511:
DEPARTMENT CURRENTLY UTILIZES AMERON COATINGS PSX 700T3, COLOR #510007-217 “ENGLISH IVY”, FINISH: HIGH GLOSS.
MAST ARM DEFAULT FINISH COLOR COAT SHALL BE FEDERAL CODE COLOR RAL 6005. FOR REFERENCE PURPOSES THE
USE THREE 2" AND ONE 3/4" CONDUITS STUBBED OUT THROUGH THE MAST ARM POLE FOUNDATION AND TEMPORARILY SEAL.
649-31-102 & 649-31-115:
ACCORDING TO THE COLLIER COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.
USE A BONDING WIRE FROM ELECTRICAL SERVICE POINT TO CONTROLLER. TRAFFIC SIGNAL INSTALLATION SHALL BE
639-2-1:
SHALL BE INCLUDED AS PART OF PAYMENT FOR ELECTRICAL POWER SERVICE ASSEMBLY.
SERVICE TO DETERMINE IF A SERVICE PROCESSING OR CONNECTION FEE IS REQUIRED. THE COST OF ANY SUCH FEE
LIGHTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY PROVIDING ELECTRICAL POWER
40 AMP/120 VAC FOR TRAFFIC SIGNAL FUNCTIONS AND ONE 30 AMP/120 VAC FOR ILLUMINATED SIGNAGE AND/OR STREET
DISCONNECT IS 100 AMP, COMPRISED OF A SIX (6) CIRCUIT DISCONNECT BOX WITH TWO CIRCUIT BREAKERS - ONE
USE GALVANIZE (STEEL) RIGID ABOVEGROUND CONDUIT FOR ELECTRICAL POWER SERVICE. THE ELECTRICAL SERVICE
639-1-121:
BE PLACED A MINIMUM OF 7' FROM THE EDGE OF PAVEMENT.
PULL BOXES ARE TO BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, PULL BOXES SHALL
USE HEAVY DUTY POLYMER CONCRETE CONSTRUCTION PULL BOXES WITH HEAVY DUTY POLYMER CONCRETE COVERS.
635-2-11:
VERIFY THE COLOR CODE OF SIGNAL CABLE WITH THE MAINTAINING AGENCY PRIOR TO WIRING INTERSECTION.
632-7-1:
SHALL BE 3" HDPE CONDUIT.
ALL UNDERGROUND CONDUIT SHALL BE 2", ALL UNDERPAVEMENT CONDUITS SHALL BE 3" AND ALL DIRECTIONAL BORES
630-2-11 & 630-2-12:
10
+00
11+
00
12
+00
ONLY
W
TEL
T
STORM
STORM
STORM
SS
W W
W W
W WW W
STORM
STORM
STORM
STORM
10
+00
11+
00
12
+00
T T
W W
W
TEL
W W W W
T
T
T
W W
C
TT
T
T
WW
G
T
T
T
TT
T
STORM
STORM
STORM
STORM
STORM
STORM
T
L-8
L-8
L-8
D
L-5
L-1
L-2D
R
R
C
8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\PLANSG01.DGN1:46:59 PM
DESCRIPTION
REVISIONS
NO.
SHEETDATE
DESIGNED BY:
NAME APPROVED BY:PREPARED BY:
CHECKED BY:
DRAWN BY:
SUPERVISED BY: Lic. No. 58069
AmericanConsulting Engineers of Florida, LLC
DHB
CNO
DHB
AKRAM M. HUSSEIN, P.E.
3/25
3/25
3/25
APPROVEDDATENO.
Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200
LASIP - COUNTY BARN ROADNO.
PROJECT
51101
ENGINEERING DEPARTMENT
COLLIER COUNTY TRANSPORTATION
NAPLES, FLORIDA 34104
2885 SOUTH HORSESHOE DRIVE
TRAFFIC OPERATIONS DIVISION
SIGNALIZATION PLAN
N
10 40
Feet
0
1
6
6
2
2R
888R
R/
W LIN
E
R/
W LIN
E
R/W LINE
R/W LINE
R/W LINE
R/W LINE
P8
P2P2
A1
B1
630-2-11
649-31-1021 EA
89 LF (4 RUNS)
630-2-11
1 PI
1 AS 670-5-110
632-7-1
685-106
24 LF (8 RUNS)
1 EA
685-1201 EA
685-1281 EA
635-2-114 EA
630-2-11
635-2-11
639-2-1
641-2-12
1 EA
1 AS
1 EA
639-1-121
24 LF
12 LF
630-2-12 101 LF
T-4
5
(CR 864) (45 MPH)RATTLESNAKE HAMMOCK RD
B1
P8
5 EA 660-1-109
660-2-106 1 AS
2 EA 635-2-11
630-2-11
649-31-115 1 EA
633-1-121
1 EA
1 EA
1 EA
1 EA
633-3-11
633-3-14
633-3-16
633-3-17
270 LF
IN PROPOSED CONTROLLERINTERCONNECT CABLETERMINATE 12-C SM
633-2-31 12 EA
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
TIMING FUNCTION
CONTROLLER TIMINGS
TI
MIN
G F
UN
CTIO
N EXTENSION
MINIMUM GREEN
5 4
8
6 7
2
1
3
COLLIER COUNTY TRAFFIC ENGINEERING STAFF.
CONTROLLER TIMINGS WILL BE PROVIDED BY
2
DZ-2
DZ-2
DZ-6
DZ-6
690-10
690-34-1
690-50
690-60
690-80
REMOVAL ITEMS
7 EA
2 EA
1 EA
2 EA
1 EA
1 PI
690-100 1 PI
690-90
690-203 EA 690-70 3 EA
1 COMMUNICATION)1 PEDESTRIAN,1 LOOP, 1 SIGNAL,5 RUNS (1 SPARE,
C1C1
C1
C1
660-2-106 3 AS
WALK (TYP)2' FROM CROSS6' x 40' "TYPE F"
RD (4
5
MP
H)
CO
UN
TY B
AR
N
(TYP)BEYOND STOP BARZONE PLACED 8'6' x 40' DETECTION
630-2-11 29 LF (2 RUNS)
646-1-11
665-1-11 1 EA
1 EA
635-2-11 2 EA
109 LF630-2-12
1 LOOP, 1 SIGNAL)3 RUNS (1 SPARE,
630-2-1153 LF (2 RUNS)
646-1-11
665-1-111 EA
1 EA
2 EA 635-2-11
SERVICE POLE. SEE NOTE 4.INSTALLED ON CONCRETEAND DISCONNECT SHALL BEPOWER SERVICE METER BASE
630-2-11 46 LF
OPTIC PULL BOXCABLE INTO EXSITING FIBERSPLICE 12-C SM INTERCONNECT
630-2-11 15 LF (2 RUNS)
646-1-11
665-1-11 1 EA
1 EA
635-2-11 4 EA
171 LF (4 RUNS)
630-2-11
646-1-11
665-1-11 1 EA
1 EA
(TYP)FROM CROSS WALKZONE PLACED 2'6' x 40' DETECTION
660-2-1061 AS
635-2-11 2 EA
4-SECT., 1-WAY
2 AS
650-1-411
R GSY FY
3-SECT., 1-WAY
2 AS
650-1-311
R Y G
3-SECT., 1-WAY
5 AS
650-1-311
R Y G
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
4 AS
653-191
YGYR
5-SECT., 1-WAY
1 AS
G
650-1-511
C1
9" X 15"
R10-3e
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
PUSH BUTTON
TO CROSS
STEADY
TIMER
FLASHING
52 LF (2 RUNS) 630-2-11
OPTICOM
660-3-121 EA
2 EA 660-3-11
DETECTORMICROWAVE
DETECTORMICROWAVE
660-3-12 1 EA
1 EA682-1-13
16 LF
2 EA 663-1-112
1 EA 663-1-112
OPTICOM
WALK2' FROM CROSS6' x 40' "TYPE F"
AR
M 1
ARM 2
BAR8' BEYOND STOP6' x 40' "TYPE F"
660-2-106 1 AS
BAR8' BEYOND STOP6' x 40' "TYPE F"
B1
A1
700-5-22 3 EA
ADJUSTING AS DIRECTED BY PROJECT ENGINEER.
DELAY TIME IS INITIAL AND MAY REQUIRE FIELD
DETECTORS FOR LOOPS/ZONES
0
0
0 1
0
5
0
0
L-5
DZ-2
L-1
L-8D
L-8
DZ-6
2
1 1
2
2
1
2
1
2
1
2
DETS.
NEW
NO. OF
ZONES
LOOPS/
NO. OF
(SEC)
TIME
DELAY
DETS.
EXIST.
NO. OF
0 5L-2D 1 1
ZONE
LOOP/
STA. 10+77.17
90.64' LT
POLE LOCATION=
1 EL=10.16
STA. 9+77.97
8.96' RT
POLE LOCATION=
2 EL=10.27
£ SURVEY
EL=10.50
EL=10.71
8R8 51 62
P2 P8 2R
SIGNAL HEAD DETAILS
4. COLLIER COUNTY TO PROVIDE SIGNAL TIMINGS.
SPECIAL PROVISIONS DATED, MAY 2014.
COLLIER COUNTY SIGNALIZATION TECHNICAL
3. TRAFFIC SIGNAL WIRING SHALL MEET THE
MOVEMENTS SHALL FLASH RED.
AND 6 SHALL FLASH YELLOW. ALL OTHER VEHICLE
(C) WHEN SIGNAL IS IN FLASHING MODE, MOVEMENTS 2
(B) EMERGENCY VEHICLE PRE-EMPTION.
2 (P2) AND 8 (P8).
(A) CONCURRENT/ACTUATED PEDESTRIANS FOR MOVEMENTS
2. CONTROLLER SHALL OPERATE AS A MODIFIED SOP 7.
AND MINOR STREET IS COUNTY BARN ROAD, (MOVEMENTS 8 & 8R).
1. MAJOR STREET IS RATTLESNAKE HAMMOCK ROAD (MOVEMENTS 1, 2, 2R, 5 & 6),
CONTROLLER OPERATIONS:
AT APPROXIMATE STA. 10+93.35, 68.35' LT.
4. POWER SERVICE POINT TO BE AT POWER POLE LOCATED
BOX.
BOXES AT THE CONTROLLER BASE, 4 RUNS TO EACH PULL
RUNS FROM THE CONTROLLER CABINET TO THE PULL
3. THE CONTRACTOR SHALL PROVIDE A TOTAL OF 8 CONDUIT
FOR THE CONNECTION.
ENOUGH CONDUCTOR IN PULL BOX AT BASE OF POLE
CONNECTION AT POWER POLE. CONTRACTOR TO COIL
2. POWER SOURCE: FLORIDA POWER & LIGHT (FPL) TO MAKE
THE PLANS AND INDEX 17504 AND 17736.
INSTALLED ON CONCRETE SERVICE POLE AS SHOWN ON
1. POWER SERVICE METER BASE AND DISCONNECT SHALL BE
NOTES:
LED INTERNALLY ILLUMINATED SIGNSMODIFIED S.O.P. 7
PHASE 1 PHASE 3
PHASE 2
1
52
6
PHASE 2
OR
6
1
8
P2
P22
5
P8
PHASE 4
8R
2R
8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\GSWKSG01.DGN1:47:00 PM
DESCRIPTION
REVISIONS
NO.
SHEETDATE
DESIGNED BY:
NAME APPROVED BY:PREPARED BY:
CHECKED BY:
DRAWN BY:
SUPERVISED BY: Lic. No. 58069
AmericanConsulting Engineers of Florida, LLC
DHB
CNO
DHB
AKRAM M. HUSSEIN, P.E.
3/25
3/25
3/25
APPROVEDDATENO.
Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200
LASIP - COUNTY BARN ROADNO.
PROJECT
51101
ENGINEERING DEPARTMENT
COLLIER COUNTY TRANSPORTATION
NAPLES, FLORIDA 34104
2885 SOUTH HORSESHOE DRIVE
TRAFFIC OPERATIONS DIVISION
GUIDE SIGN WORKSHEET
BORDER
X
PANEL
Y WID HT
QTY
SYMBOL(S)
SIGN NAME
WIDTH
HEIGHT
LEGEND
COLOR
ANGLE
WIDTH
RADII
COLOR
SIGNNUMBER
STATION(S)
SIGN
NUMBER
NUMBER COLUMN SIZE AVERAGELENGTH
NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
X
Y
SIGN NAME QTYSIGN
NUMBERSTATION(S)
PANEL BORDER
WIDTH
HEIGHT
LEGEND
COLOR
SYMBOL(S) ANGLE
WIDTH
RADII
COLOR
WID HT
SIGN
NUMBER
NUMBER
OF POSTS
CLEARANCE
Edge Of Lane
COLUMN SIZE AVERAGE
LENGTH
NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE
X Y
SIGN NAME QTYSIGN
NUMBERSTATION(S)
PANEL BORDER
WIDTH WIDTH
HEIGHT RADII
COLORLEGEND
COLOR
SYMBOL(S) ANGLE WID HT
SIGN
NUMBER
NUMBER
OF POSTS
CLEARANCE
Edge Of Lane
COLUMN SIZE AVERAGE
LENGTH
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY COPY
COPY
SPACE
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
COPY
SPACE
OF POSTS
CLEARANCE
Edge Of Lane
X
Y
SIGN NAME QTYSIGN
NUMBERSTATION(S)
PANEL BORDER
WIDTH
HEIGHT
LEGEND
COLOR
SYMBOL(S) ANGLE
WIDTH
RADII
COLOR
WID HT
SIGN
NUMBER
NUMBER
OF POSTS
CLEARANCE
Edge Of Lane
COLUMN SIZE AVERAGE
LENGTH
NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE
COPY
COPY
SPACE
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
COPY
SPACE
T-5
7.15" 81.7" 7.15"
8'-0"
4.5"
8"EM
5"
8"EM
4.5"
2'-
6"
BORDER
TH=1"
IN=0.75"
A1 1
8'-0" 1"
none
2'-6" 0"
White White
Green
10.2
R
7.9
a
7.7
t
5.9
t
6.7
l
4.1
e
6.9
s
7.8
n
7.8
a
8.5
k
7
e
5.3 10.2
L
75.5
7.2
H
8.5
a
8.5
m
12
m
11.3
o
7.2
c
7.8
k
5.3
8
R
7.9
d
5.3 7.2
L
81.7
6.9" 76.2" 6.9"
7'-6"
9"
6"EM
9"
2'-
0"
BORDER
TH=1"
IN=0.75"
B1 2
7'-6" 1"
none
2'-0" 0"
White White
Green
6.9
C
6
o
5.9
u
6.4
n
5.8
t
4.4
y
5.1
6
B
6
a
6.4
r
4.4
n
4
6
R
5.9
d
4 6.9
L
76.2
8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\MSSGSG01.DGN1:47:00 PM
DESCRIPTION
REVISIONS
NO.
SHEETDATE
DESIGNED BY:
NAME APPROVED BY:PREPARED BY:
CHECKED BY:
DRAWN BY:
SUPERVISED BY: Lic. No. 58069
AmericanConsulting Engineers of Florida, LLC
DHB
CNO
DHB
AKRAM M. HUSSEIN, P.E.
3/25
3/25
3/25
APPROVEDDATENO.
Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200
LASIP - COUNTY BARN ROADNO.
PROJECT
51101
ENGINEERING DEPARTMENT
COLLIER COUNTY TRANSPORTATION
NAPLES, FLORIDA 34104
2885 SOUTH HORSESHOE DRIVE
TRAFFIC OPERATIONS DIVISION
G
Y
R
G
Y
R
G
Y
R
G
Y
R
G
Y
R
(ARM M.H.)
HEIGHT
MOUNTING
ARM
TOP OF FOUNDATION ELEVATION
TOTAL ARM LENGTH
SIGN ASIGN B
A
124 3
W2
5
B
H2
W1
H1
"UG"
ARM NO. 1 - SINGLE ARM POLE
COUNTERCLOCKWISE DIRECTION FROM ARM NO.1.
LUMINAIRE - ORIENTATION TO BE MEASURED IN A
"LL"
LUMINAIRE
** ONLY FOR FUTURE MAST ARM LOADING.
INTERNALLY ILLUMINATED SIGN "A" RIDGED MOUNTED ON MAST ARM
H5 W5
SIGN E
***
FREE-SWINGING SIX (6") INCHES BELOW ARM FACE PLATE.
*** INTERNALLY ILLUMINATED SIGN "E" SHALL BE MOUNTED
1 CAMERA
VIDEO DETECTION
CD
SIGN C
SIG
N
D
H3
W3
H4
W4
TABULATION
STANDARD MAST ARM
T-6
COLOR
PAINT
W2* *3 B H2W5 C H31 *
SIGN DATA
5 *2* 4 H5A W3
DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGNDISTANCE FROM POLE
* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY
SIGNAL DATA
NO.
SHEET
NO.
ID
NO.
ARM
RDWY
ELEV.
CROWN
V/H
SIGNAL
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
LIGHTING DATA
WATTAGELENGTH
ARM
"UG"
HEIGHT
MOUNTING
"LL"
ANGLEPOLE
FROM
DISTANCE
VIDEO
1 2Y/N
PLATES
BACK
Y/N
SIGNAL
PED.
ELEVATION
FOUNDATION
TOP OF
BY STA.
LOCATION
LENGTH
ARM
TOTAL
M.H.
ARM
90/270
DUAL ARMS
� BETWEEN
INDEX 17745.
TO THE FLORIDA DEPARTMENT OF TRANSPORATATION, DESIGN STANDARDS,
G. MAST ARM HOLE SHALL CONTAIN TERMINAL COMPARTMENT ACCORDING
F. MAST ARM CONNECTION PLATE WIRING HOLE DIAMETER SHALL BE 4".
AND SIGN CONFIGURATION/LOCATION.
E. SEE APPROPRIATE PLAN SHEET FOR PROPOSED SIGNAL HEAD ALIGNMENTS
MAY BE REQUIRED.
D. INFORMATION BELOW IS FOR DESIGN PURPOSES ONLY. FIELD ADJUSTMENTS
ELEVATIONS LISTED HEREIN.
C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL
ITSELF AND THE POLE SHAFT.
SHALL BE OF SUFFICIENT SIZE SO THAT THERE IS NO GAP BETWEEN
BY A MINIMUM OF TWO (2) THREADED FASTENERS. THE BOLT COVERS
SHALL BE GALVANIZED STEEL OR CAST ALUMINUM AND SHALL BE SECURED
B. ANCHOR BOLT COVERS (ORNAMENTAL, NON-ORNAMENTAL, AND/OR PAINTED)
POLE IDENTIFICATION NUMBER SHOWN ON THE PLANS.
ONE INCH (1") HIGH ENGRAVED OR IMPRESSED MARK WHICH BEARS THE
A. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT
SPECIAL NOTES:
1 T-5 10+77.17 10.16 10.50 H Y N 5.3' 5 16.3' 3 27.3' 3 38.3' 4 42' 20.8' 21.8' 2'-0" 7'-6" GREEN
2 T-5 9+77.97 10.27 10.71 H Y N 14.9' 3 25.6' 3 47.5' 4 50.5' 21.0' 90° 7.2' 2'-0" 7'-6" GREEN
H Y N 19.0' 3 30.0' 3 40.9' 3 46' 7.2' 2'-6" 8'-0" GREEN
8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\MSSGSG02.DGN1:47:01 PM
DESCRIPTION
REVISIONS
NO.
SHEETDATE
DESIGNED BY:
NAME APPROVED BY:PREPARED BY:
CHECKED BY:
DRAWN BY:
SUPERVISED BY: Lic. No. 50601
AmericanConsulting Engineers of Florida, LLC
ECE
RAH
ECE
RICHARD A. HUNTER, P.E.
8/14
8/14
8/14
APPROVEDDATENO.
Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200
CR 524 (RIDGE ROAD) AND CONGRESS STREETNO.
PROJECT
X10592.00
ENGINEERING DEPARTMENT
COLLIER COUNTY TRANSPORTATION
NAPLES, FLORIDA 34104
2885 SOUTH HORSESHOE DRIVE
TRAFFIC OPERATIONS DIVISION
ASSEMBLIES DATA TABLE
STANDARD MAST ARM
T-7
D3 32.1 9.51 S2 23.8 20.8 14.7
D5 26.3 9.32 D4 S4 24.0 21.0 22.7
Pole 1 D3-S2
Pole 2 D5-D4-S4
site.
drill bits, etc. due to the presence of a high caprock layer at the project
methods including, but not limited to, core barrels, rock augers, punches,
The contractor shall anticipate the use of specialized equipment and/or4.
Work with Index Nos. 17743 and 17745.3.
Design Water Table is taken at surface.
Soil Weight = 53.7 pcf
Soil Friction Angle = 31.6 deg.
Soil Type Sand
Pole 2 SE Corner:
Design Water Table is taken at surface.
Soil Weight = 54.6 pcf
Soil Friction Angle = 31.5 deg.
Soil Type Sand
Pole 1 NW Corner:
by Ardaman & Associates, Inc. Assumptions and Values used in design:
Foundation design based on Borings taken 05-2014 and sealed2.
requirement, and pedestrian features.
non-standard Handhole location, paint color, terminal compartment
See "Mast Arm Tabulation" for special instructions that include
Work this sheet with the Signal Designer's "Mast Arm Tabulation".1.
GENERAL NOTES:
(4)SPECIAL DRILLED SHAFT
RBRA(ft.)
DB
(ft.)
DA
(in.)
UCA(3)
(ft.)
UB
(ft.)
UAA(3)
TYPE
POLE
POLE
STANDARD MAST ARM ASSEMBLIES DATA TABLE
(deg)
LL
(deg)
UF
SECOND ARM
(2)
(in.)
FBA(2)
(ft.)
FAA
TYPE
ARM(2)
(in.)
FBA(2)
(ft.)
FAA
FIRST ARM
TYPE
ARM
(1)
NUMBERS
ASSEMBLY
NUMBERS
ID
STRUCTURE
Table Date 01-01-12
RC(in.)
RD
= 50 lbs. / cu. ft. (assumed saturated)Unit Weight
= 30 Degrees (30°)Friction Angle
= Cohesionless (Fine Sand)Classification
information if site conditions dictate drilled shafts with additional foundation capacity.
of soil types found in Florida. Only complete the "Special Drilled Shaft" data
based upon the following conservative soil criteria which covers the great majority
The foundations for Standard Mast Arm Assemblies are pre-designed and are4.
be increased from "UC" to "UCA".
height shall be shortened from "UA" to "UAA" and the pole tip diameter shall
This is obtained by removing length from the pole tip. For these cases the pole
If an entry appears in columns "UAA" and "UCA", a shorter pole is required.3.
be increased from "FB" to "FBA".
arm length shall be shortened from "FA" to "FAA" and the tip diameter shall
This is obtained by removing length from the arm tip. For these cases the mast
If an entry appears in columns "FAA" and "FBA", a shorter arm is required.2.
= E# - E# - T#
First Arm Type - Second Arm Type - Pole Type = D# - D# - S#
Double Arm:
= E# - T#
Arm Type - Pole Type = D# - S#
Single Arm:
Assembly Number Legend1.
TABLE NOTES: