E-_451524-1-38-01_09_ITS_S&S.pdf
PDF 4 MB Posted
- Solicitation number
- PD 25-26.049
- Issued by
- Escambia County, Florida
About this file
This is a comprehensive construction design and specification document prepared by HALFF Associates, Inc. for the Escambia County Regional Traffic Management Center Facility (FPID: 451524-1-38-01), a federally funded Local Agency Program project located in Escambia County, Florida. The document contains detailed architectural and engineering drawings for the 19,940 square-foot transportation management facility to be constructed at 6575 North W Street, Pensacola, Florida. The specifications include the Control Room Video Wall Plan with 60 horizontal 55-inch LED monitors and 12 vertical 55-inch LED monitors arranged in a video wall measuring 39'-8" by 13'-5", server rack layout with multiple racks (Racks 1-5) containing networking equipment including data switches, storage arrays, network patch panels, and telecommunications infrastructure utilizing Corning preterminated 144-count LC fiber optic patch panels. The design incorporates fiber optic splicing diagrams showing connections between existing splice boxes at the northwest corner of Pensacola Boulevard and Escambia County Public Safety Complex and the new facility, with specifications for 144 single-mode fiber optic cables including 100 linear feet of slack in main splice boxes and 50 linear feet in pull boxes. The non-mandatory pre-bid meeting is scheduled for March 18, 2026 at 2:00 PM, written questions must be submitted by March 25, 2026 at 12:00 PM, and sealed bids are due electronically April 9, 2026 at 10:00 AM via the OpenGov procurement portal. The contractor must substantially complete the work within 450 consecutive calendar days from Notice to Proceed, with an additional 30 days permitted for final completion, totaling 480 calendar days with extensions available for documented weather delays.
The construction specifications require all materials, equipment, and contractor-supplied items to be installed and maintained according to manufacturer recommendations unless specifically directed otherwise by the engineer. All equipment and materials require shop drawing submission for review before installation, with the contractor obligated to furnish complete descriptive and technical data to the engineer of record. The project mandates compliance with SLAC requirements for cable slack, utility locating via Sunshine State On Call of Florida, Inc. (811 or 1-800-432-4811), and hand-digging requirements within 48 inches of utilities. The construction scope includes enhanced warning sign assemblies wired to flashing red preemption phases, with all HDPE conduit connections utilizing fusion couplers. The contractor must notify the Escambia County Engineering Department Transportation and Traffic Operations Division one week prior to beginning installation and restore all disturbed areas to pre-construction conditions within 2 hours of construction activity. The project is subject to prevailing wage requirements, Davis-Bacon compliance, and Buy America Build America Act mandates for domestic sourcing of steel, iron, and manufactured products. Performance and Payment bonds covering 100 percent of contract value, comprehensive insurance coverage including $1,000,000 general liability per occurrence and $2,000,000 annual aggregate, and liquidated damages of $7,442.00 per calendar day for delays beyond the completion deadline are required. All work must comply with FDOT specifications, FHWA guidelines, and environmental regulations protecting black bears, gopher tortoises, and eastern indigo snakes.
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Text version
R
MECHANICAL
149 ELEC
UPS
FIRE
SUPPRESSION
CORRIDOR
BREAK
ROOM
CONTROL
ROOM
OFFICE
SERVER/BENCH
TEST
MEDIA
COVERAGE
ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
FOOD
STORAGE
1 2 3 4 5
TMC
STORAGE
CORRIDOR
136.1
CORRIDOR
1 CONTROL ROOM VIDEO WALL PLAN
FINANCIAL PROJECT IDCOUNTYROAD NO.
DWG NO.
SHEET NO.
FLORIDA-ALABAMA TPO
TH
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IC
IA
L R E C
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4, F .A .C
HALFF ASSOCIATES, INC.
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FL 32309 NORTH W
STREET 451524-1-38-01
ITS100
CONTROL ROOM VIDEO WALL PLAN
ESCAMBIA
4'0' 8' 16'
BRYAN P. HUBBARD P.E
PE NO. 70962
No. Date Issue / Revision
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
Bryan Hubbard Florida PE
39'-8"
5"
7' -1 1"
13'-5"
VIDEO WALL MONITOR LAYOUT
55" HORIZONTAL LED MONITORS
QTY: 60
55" VERTICAL LED MONITORS
QTY: 12
55" VERTICAL LED MONITORS
QTY: 12
BASE CABINETS
DONE BY OTHERS
FINANCIAL PROJECT IDCOUNTYROAD NO.
DWG NO.
SHEET NO.
FLORIDA-ALABAMA TPO
TH
E O F F
IC
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L R E C
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4, F .A .C
HALFF ASSOCIATES, INC.
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FL 32309
BRYAN P. HUBBARD P.E
PE NO. 70962
NORTH W
STREET 451524-1-38-01
ITS101
VIDEO WALL MONITOR LAYOUT
ESCAMBIA
2'0' 4' 8'
No. Date Issue / Revision
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
SECTION A-A
SECTION A-A
CHIEF PAC525
CHIEF PAC525
CHIEF PAC526
CHIEF PAC526
CABLE CHASE
CABLE CHASE
RAISED FLOOR
CEILING
DROP
CEILING
STUB OUT 2' MIN.
FROM WALL
FINANCIAL PROJECT IDCOUNTYROAD NO.
DWG NO.
SHEET NO.
FLORIDA-ALABAMA TPO
TH
E O F F
IC
IA
L R E C
OR
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1G -2 3.
4, F .A .C
HALFF ASSOCIATES, INC.
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FL 32309
BRYAN P. HUBBARD P.E
PE NO. 70962
NORTH W
STREET 451524-1-38-01
ITS102
VIDEO WALL CONNECTION DIAGRAM
ESCAMBIA
2'0' 4' 8'
No. Date Issue / Revision
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
KEYBOARD MONITOR
SERVERS
DATA SWITCH
STORAGE ARRAY
RESERVED FOR ISP
NETWORK SWITCH
FIREWALL
NETWORK PATCH PANELS
FUTURE 4U CORNING
PRETERMINATED
144 CT "LC" PATCH PANEL
ESCAMBIA COUNTY TRAFFIC
MANAGEMENT 4U CORNING
PRETERMINATED
144 CT "LC" PATCH PANEL
RACK 4 RACK 5RACK 3RACK 2RACK 1
SECURITY
BY OTHERS
BUSINESS
BY OTHERSVIDEO WALL
RAISED FLOOR
FINANCIAL PROJECT IDCOUNTYROAD NO.
DWG NO.
SHEET NO.
FLORIDA-ALABAMA TPO
TH
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L R E C
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1G -2 3.
4, F .A .C
HALFF ASSOCIATES, INC.
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FL 32309
BRYAN P. HUBBARD P.E
PE NO. 70962
NORTH W
STREET 451524-1-38-01
ITS103
SERVER RACK LAYOUT
ESCAMBIA
No. Date Issue / Revision
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
FINANCIAL PROJECT IDCOUNTYROAD NO.
DWG NO.
SHEET NO.
FLORIDA-ALABAMA TPO
TH
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IC
IA
L R E C
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1G -2 3.
4, F .A .C
HALFF ASSOCIATES, INC.
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FL 32309
BRYAN P. HUBBARD P.E
PE NO. 70962
NORTH W
STREET 451524-1-38-01
ITS104
VIDEO WALL CUTSHEETS
ESCAMBIA
PAC525/526 MI-363
No. Date Issue / Revision
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
HALFF ASSOCIATES� INC.
2255 .ILLEARN CENTER %L9D.
SUITE 200
TALLAHASSEE� FL 3230�
NR. DDWH IVVXH � RHYLVLRQ DWG NO.
SHEET NO.
ESCA0%IA 451524-1-38-01NORTH W
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%RYAN P. HU%%ARD� P.E.
PE NO. �0��2 FLORIDA-ALABAMA TPO
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.A .C
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
SPLICING DIAGRAM
ITS105
E;ISTING SPLICE %O;
LOCATED AT THE NW CORNER OF
PENSACOLA %L9D AND ESCA0%IA
COUNTY PU%LIC SAFETY CO0PLE;
SIGNAL
E;ISTING SPLICE
ENCLOSURE
SR �5 �US 2��PENSACOLA %L9D�
AT ESCA0%IA COUNTY PU%LIC
SAFETY CO0PLE; SIGNAL
NOTES�
1. REFER TO TELECO00UNICATIONS SITE PLAN SHEET
TN100.
2. SLAC. RE4UIRE0ENTS�
100 FEET OF CA%LE ON EACH SIDE OF CA%LE
SPLICE IN SPLICE %O;ES
50 FEET OF CA%LE IN FI%ER OPTIC PULL %O;ES.
25 FEET OF CA%LE IN SER9ER RAC. ENCLOSURE.
2. ONE WEE. PRIOR TO THE %EGINNING OF THE
INSTALLATION� NOTIFY�
ESCA0%IA COUNTY ENGINEERING DEPART0ENT -
TRANSPORTATION AND TRAFFIC OPERATIONS DI9ISION
JI0 HAGON
33�3 WEST PAR. PLACE
PENSACOLA� FLORIDA 32305
PHONE� 850-51�-�5�0
3. ALL 0ATERIALS� E4UIP0ENT AND OTHER CONTRACTOR
SUPPLIED ITE0S SHALL %E INSTALLED AND
0AINTAINED ACCORDING TO THE 0ANUFACTURER
S
RECO00ENDATIONS� UNLESS SPECIFICALLY DIRECTED
OTHERWISE %Y THE ENGINEER.
4. SHOP DRAWINGS SHALL %E SU%0ITTED FOR RE9IEW
FOR ALL E4UIP0ENT AND 0ATERIALS FURNISHED AND
INSTALLED. THE CONTRACTOR SHALL FURNISH COPIES
OF ALL DRAWINGS� SCHEDULES AND CO0PLETE
DESCRIPTI9E AND TECHNICAL DATA ON ALL ITE0S TO
THE ENGINEER OF RECORD.
N.T.S.
TO E;ISTING TRAFFIC
SIGNAL CA%INET ON SR �5
�US 2��PENSACOLA %L9D�
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LEGEND DESCRIPTION
E;ISTING SPLICE
PROPOSED SPLICE
E;ISTING FI%ER
PROPOSED FI%ER
�33-2-31 SPLICE 144 EA
0�33-1-124 FI%ER 100 LF COILED
0�33-1-124 FI%ER 150 LF
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SCALE IN FEET
10 20 40
FINANCIAL PROJECT IDCOUNTYROAD NO.
HALFF ASSOCIATES� INC.
2255 .ILLEARN CENTER %L9D.
SUITE 200
TALLAHASSEE� FL 3230�
NR. DDWH IVVXH � RHYLVLRQ DWG NO.
SHEET NO.
ESCA0%IA 451524-1-38-01NORTH W
STREET
%RYAN P. HU%%ARD� P.E.
PE NO. �0��2 FLORIDA-ALABAMA TPO
TH
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IC
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.A .C
2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
WARNING SIGN PLAN
ITS10�
PROPOSED CONDUIT� OPEN TRENCH
PROPOSED CONDUIT� DIRECTIONAL %ORE
PROPOSED PULL %O;
PROPOSED ENHANCED WARNING SIGN
E;ISTING SIGNAL CA%INET
E;ISTING PULL %O;
LEGEND
1. REFER TO WARNING SIGN DETAILS SHEET ITS10�.
2. ONE WEE. PRIOR TO THE %EGINNING OF THE INSTALLATION�
NOTIFY�
ESCA0%IA COUNTY ENGINEERING DEPART0ENT -
TRANSPORTATION AND TRAFFIC OPERATIONS DI9ISION
JI0 HAGON
33�3 WEST PAR. PLACE
PENSACOLA� FLORIDA 32305
PHONE� 850-51�-�5�0
3. THE LOCATION OF UTILITIES SHOWN ON THE PLANS ARE
APPRO;I0ATE ONLY. THE E;ACT LOCATIONS SHALL %E
DETER0INED %Y THE CONTRACTOR� 9IA SUNSHINE STATE ON CALL
OF FLORIDA� INC AT 811 OR 1-800-432-4��0� IN COORDINATION
WITH UNDERGROUND AND O9ERHEAD UTILITY OWNERS. A 0INI0U0
OF 2 FULL %USINESS DAYS PRIOR TO DIGGING IS RE4UIRED.
4. HAND DIG THE FIRST 48 INCHES OF THE HOLE WHERE NEW PULL
%O;ES OR CONDUIT RUNS ARE IN CLOSE PRO;I0ITY TO UTILITIES.
5. ALL 0ATERIALS� E4UIP0ENT AND OTHER CONTRACTOR SUPPLIED
ITE0S SHALL %E INSTALLED AND 0AINTAINED ACCORDING TO THE
0ANUFACTURER
S RECO00ENDATIONS� UNLESS SPECIFICALLY
DIRECTED OTHERWISE %Y THE ENGINEER.
�. SHOP DRAWINGS SHALL %E SU%0ITTED FOR RE9IEW FOR ALL
E4UIP0ENT AND 0ATERIALS FURNISHED AND INSTALLED. THE
CONTRACTOR SHALL FURNISH COPIES OF ALL DRAWINGS�
SCHEDULES AND CO0PLETE DESCRIPTI9E AND TECHNICAL DATA
ON ALL ITE0S TO THE ENGINEER OF RECORD.
�. RETURN ALL DISTUR%ED AREAS TO PRE-CONSTRUCTION
CONDITIONS WITHIN �2 HOURS OF THE CONSTRUCTION ACTI9ITY�
INCLUDING %UT NOT LI0ITED TO� RESTORATION OF GRADE�
RE0O9AL OF CONSTRUCTION TRASH� RESTORATION OF IRRIGATION�
ETC. THE CONTRACTOR SHALL 9ERIFY THE LOCATION AND
FUNCTION OF E;ISTING IRRIGATION LINES PRIOR TO INITIALI=ING
CONSTRUCTION.
8. ALL HDPE CONDUIT CONNECTION SHALL %E JOINED WITH A
FUSION COUPLER.
�. ADJUST THE CONDUIT RUNS� PULL %O;ES AND %ORES TO A9OID
ANY UTILITY CONFLICT IDENTIFIED %Y THE LOCATES. ANY
SIGNIFICANT CHANGE SHALL %E APPRO9ED %Y THE ENGINEER.
10. THE CONDUIT ARE TO %E PLACED SO AS TO TOTALLY A9OID ANY
CONFLICTS WITH E;ISTING UTILITIES ALONG THE ROUTE. IT IS
THE CONTRACTOR
S RESPONSI%ILITY TO O%TAIN THE NECESSARY
INFOR0ATION RE4UIRED TO PLAN THE WOR. AHEAD FOR THE
INSTALLATION OF THE RE4UIRED CONDUITS WITHIN DESIGN OR
SPECIFIED PARA0ETERS� AND HIS TI0E FRA0E. ADJUST CONDUIT
9ERTICALLY OR HORI=ONTALLY TO A9OID CONFLICT WITH
UNDERGROUND UTILITIES.
NOTES
ENHANCED WARNING SIGN ASSE0%LY
ENHANCED WARNING SIGN ASSE0%LY
TIE IN CONDUIT TO
E;ISTING SIGNAL
CA%INET PULL %O;
WIRE ENHANCED
SIGNS TO FLASHING
RED PREE0PTION
PHASE
PROPOSED
%UILDING
0�00141112
0�00141112
0�35 2 11
13�[24� PULL %O;
0�35 2 11
13�[24� PULL %O;
0�30 2 12 2� CONDUIT - 4� LF
0�30 2 12
0�30 2 11
0�30 2 115 LF - 2� CONDUIT
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2� CONDUIT - 153 LF
SIGNAL CA%LE - 153 LF
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HALFF ASSOCIATES� INC.
2255 .ILLEARN CENTER %L9D.
SUITE 200
TALLAHASSEE� FL 3230�
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2255 KILLEARN CENTER BLVD.
SUITE 200
TALLAHASSEE, FLORIDA 32309
TEL. (850) 224-4400
WARNING SIGN DETAILS
ITS10�
12" Red Flashing Beacon
NEMA Box W/ Flasher Relay
See DETAIL "A", Sheet 2
Stop Sign 30"x30"
Nominal 4" Aluminum Pole (Sch. 40)
DLD.
Pull Box
12" Bed of Pearock or Crushed Stone For Drainage.
Circuit Conductors in Schedule 40 PVC Conduit. Circuit Conductors and Conduit Size as Shown in Plans.
(Typical)
Strain Relief
Fittings
Concrete Apron (Typ.)
Fo ot in g De pt h
Transformer Base Strain Relief Fitting
Finished Grade
U.L. Approved Ground Rod 5 8"Diameter 20' Long Copper
Clad with Approved Ground Connection (At all Pull Boxes)
One-Pole, Non-Fused, Watertight Breakaway Electrical Connectors
4" X 18" Anchor Bolts
Grounding Lug
#6 Ground Wire #6 Ground Wire
To Traffic Cabinet
6~#5 Bars Equally Spaced
#4 Stirrups Equally Spaced, 12" Max. �� C
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Nominal 4" Aluminum Pole (Sch. 40)
Warning Sign 42"x24"
NOTES:
SIGN ASSEMBLY DETAIL
FRONT ELEVATION
DETAIL "A"
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| ITS100 - CONTROL ROOM VIDEO WALL PLAN |
| ITS101 - VIDEO WALL MONITOR LAYOUT |
| ITS102 - VIDEO WALL CONNECTION DIAGRAM |
| ITS103 - SERVER RACK LAYOUT |
| ITS104 - VIDEO WALL CUTSHEETS |
| 2025-03-31T14:50:12-0400 | |
| Bryan P Hubbard |
File details come from the government source that posted it. Updated .