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 technical specifications and design document prepared by Halff Associates, Inc. for the Escambia County Board of County Commissioners' Regional Traffic Management Center Facility Construction project (FPID: 451524-1-58-01, FDOT FAIN: D324-034B), a federally funded LAP project in Florida. The document contains detailed architectural and engineering drawings for the facility's information technology infrastructure, including control room video wall plans, server rack layouts, fiber optic splicing diagrams, and warning sign installations. The video wall configuration specifies 60 horizontal 55-inch LED monitors and 24 vertical 55-inch LED monitors arranged in a defined layout measuring approximately 39 feet 8 inches by 13 feet 5 inches. The server infrastructure includes five equipment racks with Corning preterminated 144-count LC patch panels, network switches, firewalls, storage arrays, and reserved capacity for ISP network connections. The design incorporates fiber optic cabling infrastructure with 033-1-124 fiber specifications, including 100 linear feet of coiled fiber, 150 linear feet of installed fiber, and 25 linear feet of additional fiber, along with 144 splices at existing and proposed locations.
The technical specifications require all materials, equipment, and contractor-supplied items to be installed and maintained according to manufacturer recommendations unless otherwise directed by the engineer of record. Shop drawings must be submitted for review for all equipment and materials furnished and installed. Utility locating is mandatory, with contractors required to notify Sunshine State On Call of Florida Inc. at 811 or 1-800-432-4811 a minimum of two full business days prior to excavation work. Hand digging is required for the first 48 inches of holes where new pull boxes or conduits are near utilities. All disturbed areas must be restored to pre-construction conditions within two hours of construction activity. HDPE conduit connections must utilize fusion couplers, and all conduit runs are to be positioned to avoid conflicts with existing utilities. The design includes enhanced warning sign assemblies with 12-inch red flashing beacons configured to activate with green phase preemption signals, wired to existing traffic signal cabinets with specified conduit and signal cable runs.
View the file
Other files
Show 40 more
Latest 50 of 52 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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
E O F F
IC
IA
L R E C
OR
D O F T H
IS
S H E E T
IS
T H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A N D S E
AL
E D U N D E R R U
LE
1G -2 3.
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
IA
L R E C
OR
D O F T H
IS
S H E E T
IS
T H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A N D S E
AL
E D U N D E R R U
LE
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
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
D O F T H
IS
S H E E T
IS
T H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A N D S E
AL
E D U N D E R R U
LE
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
E O F F
IC
IA
L R E C
OR
D O F T H
IS
S H E E T
IS
T H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A N D S E
AL
E D U N D E R R U
LE
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
E O F F
IC
IA
L R E C
OR
D O F T H
IS
S H E E T
IS
T H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A N D S E
AL
E D U N D E R R U
LE
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
STREET
%RYAN P. HU%%ARD� P.E.
PE NO. �0��2 FLORIDA-ALABAMA TPO
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4� F
.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�
AT ESCA0%IA COUNTY
PU%LIC SAFETY CO0PLE;
SIGNAL
E;ISTING CONDUIT
E;ISTING 12
S0FOC DROP
CA%LE
%L S0
%O
OU
GU
%U
SO
WK
RG
%N
YO
9L
RR
AT
E
IS
TI
N G
C S
F
OC
�1 2�
S
U F F E R T
U E S
E;ISTING CONDUIT
LU
E
OR
AN
GE
GR
E E N
R
OW
N S
LA
TE
W H
IT
E R E D
LA
C
YE
LL
OW
IO
LE
T
R
OS
E A4
U A
�1
�2
�3
�4
�5
�8
�1 0�
�1 1�
�1 2�
S P
LI
C E T
R
AY
LU
E
OR
AN
GE
GR
E E N
R
OW
N S
LA
TE
W H
IT
E R E D
LA
C
YE
LL
OW
IO
LE
T
R
OS
E A4
U A
�1
�2
�3
�4
�5
�8
�1 0�
�1 1�
�1 2�
S
LU
E
S
LU
E
F R O0
E
AS
T
C R
W S
T�
S O
R
AN
GE
-2 4�
S G
R E E N
-3
S
R
OW
N 3�
-4 8�
S S
LA
TE
4�
0�
S W
H
IT
E �1
2�
S R
E D �3
-8 4�
S
LA
C
S Y
E
LL
OW
-1
S
IO
LE
T �1 0�
-1
S R
OS
E
1-
2�
S A
4U A
�1
-1
S
L
S O
R
S G
R
S
R
S S
L
S W
H
S R
D
S
S Y
L
S
I
S R
O
S A
144 C S0FOC
�12�- 12 S0
%UFFER TU%ES
CONDUIT �SEE TN100�
TER0INATE CORNING
PRETER0INATED
144 CT �LC� PATCH PANEL
�SEE ITS103�
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
0�33-1-124 FI%ER 25 LF
�33-2-31 SPLICE 144 EA
RT0C SER9ER�%ENCH TEST
ROO0 14� RAC. 3
O T
OE
OE
OE
OE
OE
OE
OE
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
WATER
SD
SDSD
SD
SAN
SAN
LOST IMAGE
E
E
E
E
E
E
E
E
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
BT
(B
BT
(B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
BFO
(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
BFO(B)
BFO(B)
BFO(B)
BFO(B)
BFO(B)
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
B F O B
BT
V( B)
BT
V( B)
BT
V( B)
BT
V( B)
BT
V( B)
BT
V( B)
BTV
(B)
BTV
(B)
BTV(B)
BTV(B)
BTV(B)
BTV(B)
BTV(B)
BTV(B)
BTV(B)
BTV(B)
BTV(B)
B T V B
B T V B
B T V B
B T V B
B T V B
B T V B
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B) BE(B)
B E B
)BE(B)BE(B)
B E B
BE
(B
B E B
B E B
B E B
B E B
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
B E B
BE(B)
BE(B) BE(B) BE(B) BE(B) BE(B)
B E B
) BE(B) BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE
(B
BE
(B
BE(B)
BE(B)
BE(B)
BE
(B
BE(B)
BE(B)
BE(B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(
B)
UNK(B)
UNK(B)
UNK(B)
UNK(B)
U N K B
U N K B
U N K B
U N K B
U N K B
U N K B
U N K B
B E B
BE
(B
B E B
B E B
B E B
B E B
B E B
B E B
BE(B) BE(B)
BE(
B)
BE
(B
BE
(B
BE
(B
BE
(B
BE(B) BE(B)
BE(B)
BE(
B)
BE(B
BE(B
BE(B
BE(B
BE(B
BE(B
BE(B
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B) BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
BE(B)
B E B
B E B
B E B
B E B
B E B
BE(B)
BE(B)
BE(B
BE(B
BE(B
BE(B
BE(B)
BE(B)
BE(B)
BE(B)
B E B
B E B
B E B
B E B
B E B
B E B
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
B E B
B E B
BT(B)
BT(B)
BT(B)
BT(B)
SAN
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
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4� F
.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
0�32 � 2
0�32 � 2
0�32 � 2
0�32 � 2
SIGNAL CA%LE - 4� LF
2� CONDUIT - 153 LF
SIGNAL CA%LE - 153 LF
5 LF - SIGNAL CA%LE
5 LF - 2� CONDUIT
5 LF - SIGNAL CA%LE
0�32 � 2 SIGNAL CA%LE - 20 LF
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
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4� F
.A .C
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
RY
HU
�� CRYHU
Nominal 4" Aluminum Pole (Sch. 40)
Warning Sign 42"x24"
NOTES:
SIGN ASSEMBLY DETAIL
FRONT ELEVATION
DETAIL "A"
1. 0HHW WKH UHTLUHPHQWV RI SSHFLILFDWLRQV �4� DQG �00.
2. EQJDJH DOO WKUHDGV RQ WKH WUDQVIRUPHU EDVH DQG SRVW
XQOHVV WKH DOXPLQXP SRVW LV IXOO\ VHDWHG LQWR EDVH.
3. WKHQ ZLUH HQWU\ KROHV DUH GULOOHG LQ WKH VLJQ FROXPQ�
XVH D EXVKLQJ RU UXEEHU JURPPHW WR SURWHFW FRQGXFWRUV.
4. RHG IODVKLQJ EHDFRQ ZLOO EH FRQILJXUHG WR LOOXPLQDWH RQ WKH
JUHHQ SKDVH ZKHQ NRUWK W SW. HPHUJHQF\ VLJQDO LV DFWLYDWHG.
| 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 .