PERMIT NO.
MND-004
Rev. 2011
Applicant Contact Name: Mr. Trey Baxter
Applicant Contact Phone #: 601-855-5670
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
APPLICATION FOR PERMIT TO LOCATE CERTAIN FACILITIES
ON OR TO PERFORM CERTAIN WORK ON STATE
HIGHWAY RIGHT OF WAY
(Please Print) Name: Madison County Board of Supervisors
Address: 3137 South Liberty Street
Canton
Madison
MS
39046
City
County
State
Zip Code
Company (or) Individual
Street/Route
herein called the applicant, who does hereby make application to the Mississippi Department of Transportation, the duly authorized
agent for the Mississippi Transportation Commission, for permission to modify and install necessary equipment and develop
and install timings for the pre-emption of the existing traffic signal by the Gluckstadt fire station
on or across
Highway No. 51
between Weisenberger Rd
and Yandell Rd
32.511883
Latitude (decimal degrees)
Longitude (decimal degrees) 90.084372
in Madison
County, Mississippi and in consideration of this permit being granted, said applicant
does hereby agree to perform the above work in accordance with the plan shown herein below and does further agree, with full
understanding of the terms thereof, to the following provisions:
(a) That the Mississippi Department of Transportation does not purport to grant to said applicant any right, title, claim or easement
in or upon said highway or right-of-way appurtenant thereto.
(b) The plan of the proposed work or facility set out below or attached hereto is incorporated herein by reference and made a part
of this application as if fully described herein by words and figures.
(c) It is agreed that this permit is void if all work shown on this plan is not completed in accordance with this plan within one year
after date of approval.
(d) It is agreed that no trees or shrubs on the highway right-of-way will be cut, trimmed, or damaged during the process of the
proposed work or maintenance of this work or facility except as shown on the plan.
(e) All sod disturbed by the proposed work shall be neatly dressed and grassed in accordance with the vegetation schedule
outlined elsewhere in this permit. The applicant shall maintain the dressed and grassed area for a sufficient length of time to
insure a growing sod.
(f) The applicant is responsible for any conflicts with other utilities on the highway right-of-way and is to secure permission from
said utilities for any necessary alterations.
(g) The Mississippi Department of Transportation may at any time require and compel the removal or relocation of any facility
herein described, shown or referred to, when said Mississippi Department of Transportation deems it necessary. All expense
of said removal or relocation is to be borne exclusively by the applicant, and the Mississippi Department of Transportation is to
be in no way liable.
(h) The applicant accepts the responsibility of the safety of the traveling public and his/her workers and agrees to furnish, place
and maintain traffic control devices, if required, in accordance with Part 6 of the Manual On Uniform Traffic Control Devices For
Streets and Highways (MUTCD), Current Edition as a minimum. The applicant shall attach a special traffic control plan to the
application if special traffic control details are required.
(i) All work associated with this permit shall be designed, detailed and constructed in accordance with the Department’s Roadway
and Bridge Design Manuals and Standard Drawings and the Mississippi Standard Specifications for Road and Bridge
Construction.
(j) The Mississippi Department of Transportation in granting this permit does not in any way assume the maintenance or upkeep
of the facility or proposed improvement herein described. Nor, will the Mississippi Department of Transportation be held
responsible for any damage, which may be inadvertently done to this facility or proposed improvement regardless of the source
or cause of such damage.
(k) A copy of the approved plan is to be kept at the site of the work at all times while work is in progress.
(l.) Said applicant hereby expressly agrees for himself, his heirs, assigns and legal representatives, that upon request of said
Mississippi Department of Transportation, he will without delay either reconstruct, remove or move the facility herein described
to another location, all in accordance with the terms of the request so made by the said Mississippi Department of
Transportation. It is distinctly understood that said new location will be made or designated by said Mississippi Department of
Transportation after agreement with said applicant or its successors, if possible. It is further understood and agreed that, if this
permit is granted and acted upon by the said applicant, the said Mississippi Department of Transportation will use all
reasonable effort to avoid the necessity of requesting that the herein mentioned facility be removed, moved, altered, or
reconstructed.
10
Page 1 of ___
PERMIT NO.
MND-004
Rev. 2011
(m.) The applicant does hereby covenant and agree to indemnify and hold harmless the Mississippi Transportation Commission and
the Mississippi Department of Transportation from and against any claims, actions, suits, causes or demands, including court
costs and reasonable attorney’s fees, proximately resulting from acts or omissions of the applicant, or applicant’s servants,
agents or employees in the construction and maintenance of all facilities outlined under this permit.
Witness my signature this
through
day of
20______, which is applicable to sheets
1_
of permit number_____________________.
Signature of Applicant
By:
Trey Baxter
Printed Name and Title
STATE OF MISSISSIPPI
COUNTY OF
Personally appeared before me, the undersigned authority,
names(s)
is/are
subscribed to this instrument as the
whose
Printed Name of Applicant
of
Title of Applicant
who having been first fully sworn acknowledged that they
Name of Company (or) Individual
executed the above agreement as the act and deed of the said applicant for the purpose and consideration and in the capacity
therein expressed and on the date above written.
Given under my hand and seal of office this the
day of
My Commission Expires:
20
Signature of Notary Officer
Field Inspection By:
Approved:
20
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
Deputy Executive Director/Chief Engineer
By:
20
Installation Inspection By:
20
2
10
Page ____ of ____
PERMIT NO.
MND-004
Rev. 2011
Mississippi Department of Transportation
Completion of Work Certification
This permit requires that the named applicant submit the following certification with signature(s) and insure proper filing with
MDOT’s District Permit Department before the permit is closed and all associated bonds are released:
Permit Representative’s signature(s) acknowledges the following:
We/(I), certify that the requirements of this permit have been constructed as stated in the approved final permit. Furthermore, no
work performed as an exercise of the approved permit, has been relocated or altered without such change being shown on an
approved revision of the permit or approved addenda thereto.
Printed Name of Applicant
Signature of Applicant
3
10
Page ____
of ____
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
M ND005
Suppl
em entt
o:
M ND001
M ND002
Rev.293
M ND004
REVI
SONS
SheetNo.
:4
of 10
M DOT
APPLI
CANT
DATE
BY
DATE
BY
Per
mi
tNo.
:
Show Nor
t
h
GENERAL NOTES
1 ALL SIGNS,SIGNALS AND PAVEM ENT M ARKINGS ARE TO CONFORM TO THE M ANUAL ON
UNI
FORM TRAFFI
C CONTROL DEVI
CES (
LATEST ADOPTED EDI
TI
ON AND ALL SUBSEQUENT REVI
SI
ONS)
.
2 SIGNAL CONTROLLER TIM INGS TO BE PROVIDED BY STANTEC TRAFFIC ENGINEERING DIVISION.
3 EQUIPM ENT SHOW N ON THESE PLANS ARE IN APPROXIM ATE LOCATIONS. THE PROPOSED LOCATION OF ALL EQUIPM ENT SHALL BE
FI
ELD LOCATED BY THE CONTRACTOR W I
TH PROPOSED LOCATI
ONS APPROVED BY M DOT.CONTRACTOR TO STAKE EACH LOCATI
ON
A MI
NI
M UM OF FI
VE (
5)W ORKI
NG DAYS PRI
OR TO REVI
EW BY M DOT.THE COST OF FI
ELD STAKI
NG W I
LL NOT BE M EASURED FOR
SEPARATE PAYM ENT,BUT W I
LL BE ABSORBED UNDER OTHER I
TEM S.CONTRACTOR SHALL I
NSTALL ALL EQUI
PM ENT,PULL BOXES,AND
CONDUI
TW I
THI
N PUBLI
C RI
GHT OF W AY.
4 EM ERGENCY PREEM PTION PHASE SELECTORS SHALL BE SECURITY-ENABLED.
5 ALL CONNECTIONS,M ODIFICATIONS,SPLICES,AND NECESSARY EQUIPM ENT NEEDED TO INTERCONNECT THE TRAFFIC SIGNALS,AS
SHOW N ON THE PLANS,SHALL BE COST ABSORBED.
6
ALL CONDUI
TS SHALL BE SEALED W I
TH DUCT PLUG TO PREVENT W ATER I
NTRUSI
ON ONCE CABLE I
SI
NSTALLED.COST TO BE ABSORBED
UNDER PAY I
TEM NOS.668A OR 668B.
7 ALL ABOVE GROUND CONDUIT SHALL BE TYPE 1,RIGID M ETAL.PVC CONDUIT SHALL NOT BE ALLOW ED ABOVE GROUND.
8 ANY AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR (TO INCLUDE GRASSING AND SITE GRADING)
AS DI
RECTED BY THE ENGI
NEER.ALL REM OVAL AND REPLACEM ENT OF EXI
STI
NG SOD,SI
DEW ALK,ASPHALT AND CONCRETE,AND
BACKFI
LL ARE COST ABSORBED AND CONSI
DERED PART OF THE COST OF THE CONDUI
T.
9 THE CONTRACTOR SHALL REPAIR ANY DAM AGE TO THE SURFACE TREATED SHOULDER W HICH M IGHT OCCUR DURING CONSTRUCTION.
ANY REPAI
R TO SHOULDER W I
LL BE I
N ACCORDANCE W I
TH SECTI
ON 410 OF THE M I
SSI
SSI
PPISTANDARD SPECI
FI
CATI
ONS FOR ROAD AND
BRI
DGE CONSTRUCTI
ON,2004 EDI
TI
ON.NO PAYM ENT W I
LL BE M ADE FOR REPAI
R OF DAM AGED SHOULDER.
1
0 THE COST OF DISPOSING OF ALL UNUSED OR REM OVED M ATERIALS SHALL BE ABSORBED FOR PAYM ENT IN OTHER ITEM S.
1
1 CONTRACTOR SHALL M AKE APPLICATION FOR POW ER SERVICE,COORDINATING W ITH M DOT AND THE LOCAL UTILITY PROVIDER(S),IN ADVANCE
OF ACQUI
RI
NG THE ELECTRI
CAL SERVI
CES.I
F ELECTRI
CAL SERVI
CE REQUI
RES SERVI
CE M ETER TO BE I
NSTALLED,CONTRACTOR SHALL
CONTACT THE APPROPRI
ATE AGENCY FOR I
NSPECTI
ON PRI
OR TO SERVI
CE CONNECTI
ON BEI
NG M ADE BY POW ER COM PANY.I
NSTALLATI
ONS
OF AERI
AL POW ER CI
RCUI
TS,POLE RI
SERS,W EATHERHEADS,M ETER BASE,DI
SCONNECT BOX AND BREAKER,W OOD POLES,GALVANI
ZED
STRUCTURAL COM PONENTS,M I
SC.HARDW ARE OR CONCRETE FOR BASE PAD,ETC.REQUI
RED FOR POW ER SERVI
CE TO BE COST ABSORBED.
CONTRACTOR SHALL ESTABLI
SH POW ER SERVI
CE I
N HI
S OR HER NAM E UTI
LI
ZI
NG HI
S OR HER BI
LLI
NG ADDRESS,AND SHALL PAY ALL UTI
LI
TY
CONNECTI
ON CHARGES AND CHARGES FOR SERVI
CE UNTI
L FI
NAL PROJECT ACCEPTANCE.
1
2 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY M AKE-READY COSTS INCURRED TO PROVIDE POW ER AND COM M UNICATION SERVICES
TO THE EQUI
PM ENT,AND SHALL BE PAI
D FOR UNDER PAY I
TEM 620B001.
1
3 POW ER SERVICE M ETER OR DISCONNECT SHALL BE M OUNTED ON THE NEW SPAN W IRE TIM BER SIGNAL
POLE (
AS SHOW N I
N THE PLANS)
.
1
4 THE M ISSISSIPPISTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,2004 EDITION,PUBLISHED
BY M DOT SHALL GOVERN THI
S PROJECT UNLESS OTHERW I
SE NOTED BY SPECI
AL PROVI
SI
ONS,NOTI
CE TO BI
DDERS,
OR PLAN NOTES.
1
5 ALL EQUIPM ENT SUBM ITTALS,UNLESS OTHERW ISE ADVISED,SHALL BE IN ACCORDANCE W ITH SECTION 634.02.2 OF
THE M I
SSI
SSI
PPISTANDARD SPECI
FI
CATI
ONS FOR ROAD AND BRI
DGE CONSTRUCTI
ON,2004 EDI
TI
ON.
1
6 ALL SIGNAL HEADS SHALL BE LED,BLACK IN COLOR AND EQUIPPED W ITH BLACK BACKPLATES AND VISORS.
1
7 THE CONTRACTOR SHALL BE REQUIRED TO ADEQUATELY AND COM PLETELY COVER TRAFFIC SIGNAL HEADS W HEN NOT IN
OPERATI
ON W I
TH A DURABLE,OUTDOORHARDENED M ATERI
AL THAT CONTRASTS W I
TH THE COLOR OF THE HEAD THAT
CLEARLY DESI
GNATES THAT THE SI
GNAL I
S NOT I
N STOP AND GO M ODE. HEAD COVERS ARE TO BE APPROVED BY THE ENGI
NEER.
CLOSURE 3
CONTACT
POWER SOURCE
OUTPUT
CLOSURE 2
CONTACT
CLOSURE 1
CONTACT
(COST ABS.)
668-C001.
2-MOMENTARY PUSH
(COST ABS.)
SIGN REQ'D.
INFORMATIONAL
1.5" RIGID EMT
BUTTONS REQ'D.
2-GUY ANCHORS REQ'D
CLOSURE SWITCHES (REQ'D)
SP
1-GUY ANCHOR REQ'D
GROUND ELV. 253.7'
NEW 40' SP
1.3"
2"C
1.5"
2"C
1.5"
2"
1.3"
BKGRND: WHITE
LEGEND: BLACK
1.05" 11.9" 1.05"
1'-2"
REQ'D. (COST ABS.)
METAL ENCLOSURE
EXTERIOR GRADE
SIGN DETAIL
TH=0.25"
R=1.5"
BORDER
1.3"
2"C
1.5"
2"C
1.5"
2"
1.3"
PUSH BUTTON DETAIL (N.T.S.) (COST ABS.)
BE COST ABS. IN PAY ITEM
2. MOUNTING HARDWARE SHALL
2-NORMALLY OPEN CONTACT
1-4 PHASE POLE MOUNTED CAB.
NEW 40' SP (GROUND ELV. 254.6')
36")
(
W11-8
)
36"X30"
(
W11-12P
OF 42" BELOW DUPLEX CABLE (ENTERGY).
(SEE NOTE 1)
OVERHEAD PRE-EMPTION CABLES
REQ'D.
WITH VISOR
(GREEN LED)
1-SECTION HEAD
1
3
1
01
R1
3
1
1
0R1 1
EP ELV. 255.8'
(AERIAL SUPPORTED)
2-7C (60')
TETHER CABLE (108')
1-MESSENGER AND
Rev.293
1-POLE MOUNTED ELECT. DEMARC.
HEIGHT AT 26.0'
1. CONTRACTOR SHALL INSTALL
0'TO
4
1
GNAL
SI
255.3'
SP
G
8
(AERIAL SUPPORTED)
1-8AWG, 3C (36')
2-14AWG, 2C S.C. (36')
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
AT A MINIMUM VERTICAL DISTANCE
MAXIMUM INSTALL
TP (ID #5764973186)
CABLES TO EXISTING
ATTACH PRE-EMPTION
NOTE:
PREEMPT PHASES 3 & 8.
IN EXISTING MDOT TSC TO
CLOSURE SWITCH (REQ'D)
L RD
L
YANDE
(SEE NOTE 1)
MAXIMUM INSTALL HEIGHT 23.5'
CABLES TO EXISTING TP
OR
DO
EP ELV.
PP
OH
PUSH BUTTONS 42" ABOVE FLOOR.
THE TWO MAIN BAYS. INSTALL
BLOCK COLUMN SEPARATING
)
0"
)
X3
6"
(3 36"
(
-8
11 12P
W
11
W
TO
5' L
21 NA
G
I
S
DATE
1-NORMALLY OPEN CONTACT
SP
ATTACH PRE-EMPTION
OR
DO
OR
DO
BAY, ON THE CONCRETE CINDER
(COST ABS.) INSIDE THE TRUCK
MOMENTARY PUSH BUTTONS
CONTRACTOR SHALL INSTALL (2)
APPLI
CANT
CONTRACTOR TO INSTALL
RISER.
PP
OH
OH
OR
DO
OH
DT
TA
KS
ON
TI
UC
A
L
G
ST
RE
FI
BY
RESECURE LOOSE
CONTRACTOR SHALL
(AERIAL SUPPORTED)
1-8AWG, 3C (POW) (155')
(AERIAL SUPPORTED)
2-14AWG, 2C S.C. (81')
ABS.).
SIDING REQ'D (COST
ENTRY INTO METAL
WEATHERPROOF CABLE
1-COMMERCIAL GRADE
ABS.).
BLOCK REQ'D (COST
CONCRETE CINDER
1-DRILLED HOLE THRU
SINGLE U-CHANNEL POST
SIGN FACES ONE DIRECTION
SIGNS AND SUPPORTS LEGEND
DATE
(AERIAL SUPPORTED)
(2C S.C.)
ACTUATION
BUTTON #2
HARDWARE SHALL BE COST ABS.)
FUNCTIONALITY. (ATTACHMENT
ACTUATION
(2C S.C.)
CLEARANCE TO MAINTAIN THEIR
BUTTON #1
1-14AWG, 2C S.C. (155')
INPUT
INPUT
INPUT
DOORS AND PROVIDE ADEQUATE
CONDUIT ABOVE GARAGE
CONTRACTOR SHALL ATTACH
2-14AWG, 2C S.C. (58')
1-1.5" RIGID EMT (58')
of 10
1-14AWG, 2C S.C. (54')
CONTROLLER
SIGNAL
EXISTING
US HWY 51
OUTPUT
OUTPUT
CONTROLLER
EMERGENCY SIGNAL
FIRE STATION
PRE-EMPTION WIRING SCHEMATIC
51
HW
Y
US
SheetNo.
:5
0'
-12"
M ND005
Suppl
em entt
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M ND001
M ND004
M ND002
REVI
SONS
M DOT
Per
mi
tNo.
:
BY
Show Nor
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G
LED
OR
TYPE
G
G
Y
SIGNAL PLAN LEGEND
COUNTDOWN
Y
R
TYPE 7
G
GREEN INDICATION
SUPPLEMENTAL
TYPE 8
SEPARATE MESSENGER CABLE LOCATED 1 FOOT MIN. ABOVE THE
LATEST EDITION OF THEMANUAL ON UNIFORM TRAFFIC CONTROL
LOCATIONS SHALL BE WITHIN REQUIREMENTS OUTLINED IN THE
DIRECTED BY THE ENGINEER. HOWEVER, SIGNAL HEAD OR POLE
CONDUIT MAY BE VARIED SLIGHTLY TO FIT FIELD CONDITIONS AS
5. POLES, SIGNAL HEADS, EQUIPMENT BOXES, PULLBOXES AND
OTHERWISE NOTED ON THE PLANS.
CABLE, AWG #14 STRANDED COPPER CONDUCTORS, UNLESS
4. DETECTOR SHIELDED CABLE SHALL BE IMSA 50-2 SIGNAL
AWG NUMBER AS SHOWN ON PLANS.
3. POWER SUPPLY CABLE SHALL BE IMSA 20-1 2 CONDUCTOR CABLE, STRANDED.
AS SHOWN ON PLANS.
CABLE, STRANDED. AWG NUMBER AND NUMBER OF CONDUCTORS
2. SIGNAL SUPPLY CABLE SHALL BE IMSA 20-1-1991 SIGNAL
POLE TO ANOTHER, THE SERVICE CABLE SHALL BE LASHED TO A
BE OPTICALLY PROGRAMMED VIA LOUVERS.
3. LETTER "R" ON HEAD TYPES MEANS RIGHT TURN ARROW(S).
2" BORDER FOR RURAL INTERSECTIONS
TO CROSS
DON'T CROSS
30" x 36"
LEFT TURN
YIELD
ON FLASHING
30" x 36"
LEFT TURN
YIELD
ON GREEN
30" x 36"
6. THE BACKGROUND SHALL BE REFLECTORIZED USING TYPE IX SHEETING.
AND LEGEND IS TO CONFORM TO THE M.U.T.C.D.
5. THE SIZE OF THE SIGN BLANK, LEGEND, BORDER AND THE COLOR OF THE BACKGROUND
VIDEO DETECTION CABLE
RADIO COMMUNICATIONS CABLE
RAD
VDC
INTERCONNECT CABLE
I.C.
FIBER DROP CABLE
NUMBER OF CONDUCTORS
FDC
OPTICAL DETECTOR CABLE
4c
LUMINAIRE POWER CABLE
ODC
LUM
POWER CABLE
SHIELDED CABLE
S.C.
POW
PUSH BUTTON
P.B.
WIRELESS REPEATER
TWO-WAY WIRELESS ANTENNA
RADIO INTERCONNECT ANTENNA
IS COST ABSORBED.
(IF NEEDED) IS THE RESPONSIBILITY OF THE CONTRACTOR AND
OF NEEDING THE SERVICE. INSTALLATION OF NEW SERVICE POLE
SHALL MAKE APPLICATION WITH THE POWER COMPANY IN ADVANCE
CONTROLLER, AS SHOWN ON THE PLANS. THE CONTRACTOR
DIRECTLY TO THE POWER SERVICE PANEL, THEN TO THE
FROM THE POWER COMPANY SERVICE POINT UNDERGROUND
THE PLANS. FOR MAST ARM INSTALLATION, POWER SHALL RUN
SERVICE SHALL THEN RUN TO THE CONTROLLER AS SHOWN ON
AERIAL TO THE SIGNAL POLE NEAREST THE CONTROLLER, THE
POWER SHALL RUN FROM THE POWER COMPANY SERVICE POINT
TRAFFIC SIGNAL CONTROLLER. FOR SPAN WIRE INSTALLATION,
SERVICE FROM THE POWER COMPANY SERVICE POINT TO THE
15. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ELECTRICAL
THE CONTRACTOR.
OTHER SIGNAL EQUIPMENT SHALL BECOME THE PROPERTY OF
FOR PICKUP BY STATE FORCES OR AS NOTED ON PLANS. ALL
PLANS ARE TO BE STOCKPILED AS DIRECTED BY THE ENGINEER
TRAFFIC SIGNAL HEADS, AND OTHER ITEMS AS NOTED ON
THE EXISTING POLES, CABINETS, CONTROLLERS,
ABSORBED, UNLESS OTHERWISE NOTED IN THE PLANS.
AND SALVAGED BY THE CONTRACTOR WITH THE COST TO BE
14. ALL EXISTING TRAFFIC SIGNAL EQUIPMENT SHALL BE REMOVED
ACCORDANCE WITH THE PHASE SEQUENCE DIAGRAM.
TO PROVIDE FOR ALL PHASES INCLUDING FUTURE PHASES IN
13. TRAFFIC SIGNAL CABINETS AND CONTROLLERS SHALL BE WIRED
AS DIRECTED BY THE ENGINEER
GRADE SHALL BE ESTABLISHED TO ±3" OF EDGE OF PAVEMENT ELEVATION
12. POLE FOUNDATIONS AND BASE MOUNTED CABINET FOUNDATIONS,
DIAMETER AND UTILIZE THE SAME BOLT CIRCLE SPACING.
11. ALL STRAIN POLES AT AN INTERSECTION SHALL BE THE SAME
TSD-1
DETAIL OF TRAFFIC
SIGNAL HEADS, TRAFFIC
SIGNAL SIGNS, AND
GENERAL NOTES
SHALL HAVE A SECURITY ENABLED PHASE SELECTOR.
26. EMERGENCY VEHICLE PREMPTION (WHERE REQUIRED ON THE PLANS)
BRIDGE CONSTRUCTION, 2004 EDITION.
THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND
SIGNAL IS OPERATIONAL AS OUTLINED IN SECTION 634.03.3 OF
25. THERE SHALL BE A 30 DAY BURN IN PERIOD FROM THE TIME THE
ENGINEERING FOR SIGNAL PORTION OF THE PROJECT.
MEETING WITH DISTRICT OFFICE, PROJECT OFFICE AND TRAFFIC
Rev.293
4. CHAINS SHALL BE ATTACHED TO SIGN AND TETHER USING "S" HOOKS.
ROLL PIPE
CONDUIT
LUMINAIRE
AND SHALL BE PAID FOR UNDER PAY ITEM 619-H1, TRAFFIC SIGNALS.
BE BELOW THE FINISHED GRADE OF THE ROADWAY.
POINT WHERE THE POLE IS LOCATED, EVEN THOUGH THIS MAY
24. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING FINAL INSPECTION
SIGNALS IF NECESSARY TO ACCOMMODATE ROADWAY CONSTRUCTION
EXTENDING THE FOUNDATION ABOVE THE GROUND LINE OF THE
OF SUFFICIENT LENGTH PLUS 2 FEET TO PROVIDE REQUIRED
23. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY
ACCOMPLISH THIS DELAY SHALL BE PROVIDED.
GREEN BALL. SIGNAL CONTROLLER WITH FIRMWARE NECESSARY TO
THE OPPOSING PHASE THRU HEADS ARE CAPABLE OF DISPLAYING A
PERMITTED PORTION OF THIS OPERATION. DURING THIS DELAY,
PORTION OF THIS OPERATION AND THE BEGINNING OF THE
DIRECTED BY THE ENGINEER) BETWEEN THE END OF THE PROTECTED
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
WIRE MOUNTED SIGNS.
3. NUMBER 12 PLATED JACK CHAINS SHALL BE ATTACHED TO THE BOTTOM OF ALL SPAN
2. THE SIGNS SHALL BE SUPPLIED WITH MOUNTING BRACKETS AS REQUIRED.
1. ALUMINUM SIGN BLANKS ARE TO BE ALLOY 5052-H38 AND 0.08" (NOMINAL) THICK.
R10-12M
R10-12
30" x 36"
R10-11a
30" x 36"
ARROW
YELLOW
R10-10(R)
R10-10(L)
SIGNAL
TURN
RIGHT
PORTION OF THIS OPERATION SHALL START WITH A FLASHING
ENDING WITH A SOLID RED ARROW. THERE SHALL BE A DELAY (AS
YELLOW ARROW, FOLLOWED BY A SOLID YELLOW ARROW, AND
VERTICAL CLEARANCE OF THE TRAFFIC SIGNAL HEADS WITHOUT
ABOVE THE GROUND. THE CONTRACTOR SHALL PROVIDE POLES
10. THE TOP OF THE STRAIN POLE FOUNDATION SHALL BE 6"
UNLESS OTHERWISE SPECIFIED IN PLANS OR SPECIFICATIONS.
PLANS AND SECTION 722.02 OF THE STANDARD SPECIFICATIONS,
RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE
TYPE I, II, III AND IV STEEL POLES SHALL BE THE
9. DETERMINATION OF REQUIRED SIZES, LENGTHS AND GAUGES OF
UPSWEPT MAST ARMS.
DATE
NO
TURN
ON
RED
9" x 15"
SIGNAL
TURN
LEFT
CATEGORY II. DO NOT CONSIDER GALLOPING OR TRUCK FORCES.
BASED UPON MAPS IN THE 2013 AASHTO SPECIFICATION. USE
USE 50 YEAR DESIGN LIFE. WIND AND ICE LOADS VARIABLE
ARROW, AND ENDING WITH A SOLID RED ARROW. THE PERMITTED
FOLLOWS: THE PROTECTED PHASE OF THIS OPERATION SHALL
SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. USE FATIGUE
DISPLAY A SOLID GREEN ARROW, FOLLOWED BY A SOLID YELLOW
SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY
FOR TYPE 2 FYA TRAFFIC SIGNAL HEADS, OPERATION SHALL BE AS
DISPLAYED SIMULTANEOUSLY IN THE SAME FIVE SECTION HEAD.
RED AND EITHER A GREEN ARROW OR YELLOW ARROW MAY BE
THE ADJACENT THROUGH MOVEMENT SIGNAL HEADS; A CIRCULAR
IDENTICAL AND SIMULTANEOUS TO THE CIRCULAR INDICATIONS FOR
SUCH THAT THE CIRCULAR INDICATIONS DISPLAYED WILL BE
TRAFFIC SIGNAL HEADS (FIVE SECTION HEADS) SHALL OPERATE
22. FOR PROTECTED/PERMITTED LEFT TURN PHASING: TYPE 7 OR 7A
MAST ARMS POLES SHALL BE2013 AASHTO STANDARD
722.02 OF STANDARD SPECIFICATIONS. DESIGN STANDARD FOR
CERTIFICATION AND CALCULATIONS AS OUTLINED IN SECTION
8. THE CONTRACTOR SHALL PROVIDE MAST ARM POLE DESIGN
CHANNEL, THEY SHALL BE WIRED IN SERIES.
WHERE TWO OR MORE LOOPS ARE CONNECTED TO THE SAME
7. LOOP AMPLIFIERS SHALL BE REQUIRED AS SHOWN ON PLANS
ENGINEER.
RESTORED TO MATCH ADJACENT SURFACE AS DIRECTED BY THE
APPLI
CANT
R10-3e
PUSH BUTTON
STEADY
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
OPTICAL DETECTOR UNIT
CAMERA DETECTOR
RADAR DETECTOR
MAST ARM POLE REQUIRED
(TYPE SPECIFIED ON PLAN SHEETS)
PULLBOX REQUIRED
PULLBOX REQUIRED (TYPE 1)
EXISTING PULLBOX
NEW PEDESTAL POLE
POLE REQUIRED
EXISTING POLE
POLE MOUNTED CABINET
FOR SIGNAL CONTROLLER
FOR SIGNAL CONTROLLER
BASE MOUNTED CABINET
WIRELESS MAGNETOMETER SENSOR
VEHICLE LOOP DETECTOR NUMBER
QUADRAPOLE VEHICLE LOOP DETECTOR
VEHICLE LOOP DETECTOR
SIGN
EXISTING SIGNAL HEAD
SIGNAL HEAD REQUIRED / TYPE
REQUIRED SHALL BE ABSORBED IN THE PAY ITEMS FOR ELECTRIC
CABLE.
BY
TIMER
FLASHING
Vehicles
Watch For
START CROSSING
M
1
1
SHALL BE CUT OFF 6" BELOW GROUND OR REMOVED AND AREA
6. POLES AND FOUNDATIONS OF EXISTING SIGNAL INSTALLATIONS
DATE
DETAIL OF TYPICAL TRAFFIC SIGNAL SIGNS
UNLESS OTHERWISE NOTED ON TRAFFIC SIGNAL INSTALLATION SHEETS.
G
BLACK BACKPLATE
WITH RETRO-REFLECTIVE TYPE III MIN. YELLOW
ONE-PIECE
Y
BLACK BACKPLATE
R
5"
ONE-PIECE
ALL SIGNAL HEADS SHALL INCLUDE BACKPLATES
NOTE:
G
Y
R
5"
DETAIL OF TRAFFIC SIGNAL WITH BACKPLATE
6. FOR SPAN WIRE INSTALLATION, THE HOUSING FOR THE RED INDICATION OF A TYPE 7 HEAD, SHALL BE ALUMINUM.
TYPE 2 FYA SIGNAL HEAD SHALL BE FURNISHED WITH A FYA SIGN.
COST OF SIGNAL SIGNS SHALL BE COST ABSORBED.
TYPE 4 & 5 SIGNAL HEADS SHALL BE FURNISHED WITH R10-10L SIGNS.
5. TYPE 7 SIGNAL HEAD SHALL BE FURNISHED WITH R10-12 SIGN WHEN INDICATED ON PLANS.
SYMBOLS/NUMBERS SHALL BE FULLY ILLUMINATED (NO OUTLINE SYMBOLS ALLOWED).
4. TYPE 6 SIGNAL HEAD SHALL BE FURNISHED WITH R10-3e SIGN & PEDESTRIAN PUSHBUTTON. TYPE 6 SIGNAL HEAD
21. MESSENGER CABLE AND OTHER SUPPORTING DEVICES WHERE
OR CONTROLLERS.
WHEN NEW CONDUIT(S) ARE REQUIRED AT EXISTING SIGNAL POLES
20. REFER TO WORKING NUMBER TSD-5 ``CONDUIT ENTRANCE DETAIL"
(ABSORBED ITEM).
SIGNALS AND PUSHBUTTONS ARE REQUIRED ON PLANS.
19. FIELD DRILL AND TAP EXISTING POLES WHERE PEDESTRIAN
LOCATIONS OF PUSHBUTTONS MAY BE FIELD ADJUSTED.
ITEM FOR TYPE 6 HEADS AT NO ADDITIONAL COST. SIDE OF POLE
18. PEDESTRIAN PUSHBUTTONS AND SIGNS TO BE INCLUDED IN PAY
SURFACE COURSE IS APPLIED.
LAYER OF BINDER OR EXISTING SURFACE BEFORE THE FINAL
17. VEHICLE LOOP ASSEMBLIES SHALL BE INSTALLED IN THE TOP
SIGNAL CABLE.
NUMBER OF CONDUCTORS AS SHOWN ON PLANS.
16. IF IT IS NECESSARY TO RUN ELECTRIC SERVICE CABLE FROM ONE
IMSA 40-4 SIGNAL CABLE, STRANDED. AWG NUMBER AND
1. INTERCONNECT CABLE SHALL BE EITHER IMSA 40-2 OR
of 10
NOTES:
G
Y
TYPE 6
RELATED TO HIGHWAY SAFETY.
G
G
Y
R
TYPE 5
2. ALL SIGNAL HEADS SHALL BE L.E.D. LENSES UNLESS OTHERWISE NOTED ON THE PLANS. TYPE "A" SIGNAL HEAD IS TO
G
FY
Y
Y
R
TYPE 4
DEVICES AND HIGHWAY DESIGN AND OPERATIONAL PRACTICES
G
G
NOTES:
Y
Y
R
TYPE 3
R
TYPE 2 FYA
GENERAL NOTES
SheetNo.
:6
1. ALL SIGNAL HEADS SHALL BE BLACK IN COLOR UNLESS OTHERWISE NOTED ON THE PLANS.
R
TYPE 2
R
TYPE 1
DETAIL OF TYPICAL TRAFFIC SIGNAL HEADS
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1
2"
(13 X 2")
1
2"
6"
1
2"
4
Gasketed w/4 Bolts
8,000 / 12,000
8,000 / 12,000
DESIGN/TEST LOAD #
8
8
CONCRETE
6"
ENGINEER
BY THE
6"
MAX.
30"
MIN.
6"
MAX.
EXISTING CONCRETE
VARIABLE THICKNESS
6"
MAX.
ASPHALT
CONDUIT TRENCHING DETAIL
CUT IN NEAT LINES
BACKFILL WITH
FLOWABLE FILL
CONCRETE MATERIAL
BOTTOM OF CONCRETE
SLAB OR BASE MATERIAL
UNDER ASPHALT PAVEMENT
1.5"
HOT MIX ASPHALT
EXISTING BASE MATERIAL
VARIABLE THICKNESS
EXISTING CONCRETE
VARIABLE THICKNESS
"CHAIRS" OR OTHER
APPROVED ITEM
10' MAX. SPACING
6"
MAX.
1.5"
CONCRETE
TO BE ABSORBED
3/4" CONDUIT (TYPE I) ONE
CONDUIT PER LOOP. (COST
15
15
15
P
N
box only)
(For use under
EXTENSION
M
SURFACE
SKID RESISTANT
PULL SLOT
C
NOT TO SCALE
TYPE 2 or 3 PULLBOX
Q
GO
LO
B
3/4" TYPE
I CONDUIT
6"
I CONDUIT
3/4" TYPE
4" x 4"
NOT TO SCALE
G
J
1
172
3
134
1
172
1
302
1
234
1
302
Cover
Heavy Duty
Locking Cover
F
3
134
1
234
Steel Locking
1
324
25
7
308
7
178
N/A
N/A
1
262
1
262
1
262
1
194
1
194
1
262
1
262
1
262
1
94
P
1
104
N/A
N/A
7
138
J
N/A
N/A
8
8
R
8
8
Q
7
268
3
194
N/A
N/A
1
14
1
14
1
14
1
14
1
14
1
14
1
14
1
14
1
14
1
14
47
32
K
S
N/A
N/A
1
1
16
16
20
16
10
16
10
20
16
10
16
10
74
50
90
65
48
33
65
35
47
25
WT. LBS.
106
73
104
80
80
61
49
106
94
82
62
53
WT. LBS.
15" x 25" x 18"
TYPE 2
NOMINAL PULLBOX SIZES
TYPE 3
19" x 32" x 24"
CONCRETE
TSD-3
PULL BOX AND CONDUIT
TRENCHING DETAILS FOR
TRAFFIC SIGNAL
INSTALLATION
COLLARS AND GRAVEL UNDER PULLBOX REQUIRED FOR ALL TYPES OF PULLBOXES
9" x 11" x 6 3/4"
TYPE 1
stackable for extra depth.
11,000 psi. Covers shall have a minimum coefficient of friction of .5. Boxes shall be
and tested to temperatures of -50 F. Material compressive strength shall be no less than
gray color and rated for no less than 8,000 lbs. over a 10" X 10" area and be designed
Underground enclosures shall be Composolite. Enclosures and covers shall be concrete
w/ Solid Base
1
94
3
234
Extension
1
144
3
84
7
178
7
308
(One Per Box)
N
3
84
M
1
144
L
3
234
Extension
DESCRIPTION
N/A
N/A
1
132
1
132
1
132
3
94
3
94
1
132
1
132
1
132
1
194
DIMENSION (IN.)
1
182
1
182
22
18
12
18
12
22
18
12
Extensions (For use under box only)
1
194
1
152
1
194
1
324
1
152
1
194
1
194
1
324
1
324
1
152
1
194
1
194
1
194
25
25
1
324
*Not to be used for extensions
w/ Solid Base
Box
W/ Mouseholes
Box
1
324
1
324
3
94
H
18
12
1
194
1
152
1
152
G
25
Box
3
94
25
Standard
DIMENSION (IN.)
2
2
2
2
DESCRIPTION
E
2
1
172
1
302
Cover
D
2
3
134
1
234
Non-Locking
C
2
1
172
2
3
134
1
302
Cover
B
DIMENSION (IN.)
A
1
234
Locking
DESCRIPTION
WT. LBS.
4.Special holes/knockouts
3.Green or other colors
2.Specific cove logo.
penta-head bolt.
1. Stainless steel standard
OPTIONS
Covers (blank unless logo is specified)
K
Boxes (Stackable)
PULL
BOX
SHOULDER SECTION
3'
WHEN NO
PAVED
SHOULDER
10'
MOUSEHOLES (2)
PULL BOX LOCATION DETAIL
CURB AND GUTTER
CONCRETE
PULL
BOX
6"
SHALL BE DISPOSED OF BY THE CONTRACTOR. (COST ABSORBED)
5. MATERIAL REMOVED THAT IS NOT SUITABLE FOR BACKFILL OR IS EXCESS
CONSTRUCTION PHASING IN ORDER TO MINIMIZE JACKING.
INSTALLATION WORK UNDER ROADWAY WITH ROADWAY
4. ELECTRICAL SUBCONTRACTOR SHALL COORDINATE CONDUIT
3. TYPE I CONDUIT IS RIGID PIPE; TYPE IV CONDUIT IS PVC.
IS POURED.
CONDUIT, PULLBOX, AND POLE ARE TO BE INSTALLED BEFORE SIDEWALK
MATCH EXISTING MATERIAL. WHEN NEW SIDEWALK IS BEING CONSTRUCTED,
2. SAWCUT SIDEWALK AT EXISTING JOINTS AND REPLACE ENTIRE SECTION TO
1. CONDUIT TO BE SEALED WITH DUCT SEALER ONCE CABLE IS INSTALLED.
CONDUIT NOTES:
15" MIN.
15,000 / 22,500
CUT IN NEAT LINES
BACKFILL WITH CLASS "B"
CONCRETE, MECHANICALLY
VIBRATED WHEN POURED
MIN.
18"
GUTTER INSTALLATION
WITH NEW CURB &
EXISTING ASPHALT
VARIABLE THICKNESS
NOT TO SCALE
6"
SAWCUT
CONDUIT INSTALLED
& GUTTER INSTALLATION
UNDER EXISTING CURB
CONDUIT INSTALLED
15,000 / 22,500
714"
ANY ASPHALT REMOVED IN
PLACING CONDUIT SHALL
BE REPLACED IN KIND
15,000 / 22,500
634"
714"
15
ANSI TIER
L
A
Rev.293
SIDEWALK
18"
MIN.
4" MIN. THICKNESS
NEW SECTION OF SIDEWALK
BACKFILL WITH SELECT
MATERIAL COMPACTED
AS DIRECTED BY THE
ENGINEER
EXISTING SIDEWALK
VARIABLE THICKNESS
SIDE
TYPE I(STEEL) CONDUIT - 3/4"
PULL
BOX
DRILL CONDUIT
THROUGH PAVEMENT
14.5
15,000 / 22,500
DESIGN/TEST LOAD #
R
634"
DIMENSION A
Dimensions & weights in parentheses are metric equivalent.
Solid Bottom w/Gasket
12
14.5
Solid Bottom
12
WEIGHT #
Open Bottom w/Gasket
Open Bottom
S
COVER
17" X 30"
13" X 24
-16NC
W/WASHERS
HEX BOLTS
3
8"
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
NON-PAVED AREA
AS DIRECTED
COMPACTED
WITH SOIL
BACKFILL
EXISTING
GROUND
ELEVATION
ENGINEER
CONDITION TO THE SATISFACTION OF THE
SURFACE TO BE RESTORED TO ORIGINAL
TO BE ABSORBED
(1 PER LOOP) - (COST
REQ'D. ON PLAN SHEETS
NO. OF CONDUITS AS
BE REPLACED IN KIND
PLACING CONDUIT SHALL
ANY ASPHALT REMOVED IN
do not make the enclosure water tight.
Gasketed covers must be used with a gasketed box. Gaskets reduce the inflow of fluids but
4
W/2 Bolts
WEIGHT #
DESCRIPTION
NOT TO SCALE
TYPE 1 PULLBOX
ANSI TIER
6
1/
2"
DESCRIPTION
2"
1/
8
9"
.5 COF SKID RESISTANT SURFACE
4"
3/
Boxes (Stackable with self-aligning, replaceable EZ-Nut)
BOX
"
11
COVER
LO
G
O
HEX HEAD BOLT
W/ WASHER (2)
7
3/
8"
Covers (blank unless logo is specified)
PULL SLOT
8"
3/
9
STAINLESS STEEL
3/8-16 UNC
DATE
GUTTER
BY
CURB &
APPLI
CANT
PAV'
T.
DATE
EDGE
of 10
PAVED
SHOULDER
SheetNo.
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**
8' TYP.
DETAIL "D''
NOT TO SCALE
TENSION RING
2 5/6"
SECTION B-B
NOT TO SCALE
DETAIL OF TETHER CLAMP
SECTION A-A
SPAN WIRE HANGER
30" to 36"
TETHER CABLE
SIGNAL HEADS
ATTACHMENT FOR
NOT TO SCALE
THREE BOLT ATTACHMENT
TRAFFIC SIGNAL
STEEL WASHERS
WITH RUBBER AND
TETHER CLAMP
DETAIL OF SPAN WIRE
SECTION 803.03.2.3.2. IF GROUNDWATER OR HOLE
SPAN WIRE AND STEEL
STRAIN POLE DETAILS
FOR TRAFFIC SIGNAL
INSTALLATION
*SEE WIND LOAD MAP IN 2001 AASHTO GUIDELINES.
36" DIAMETER, 12' DEPTH
ALL OTHER COUNTIES (90mph) -
SLIP CASING NOT REQUIRED
100mph to 130mph - 36" DIAMETER, 15' DEPTH,
DEPTH WITH SLIP CASING.
COASTAL COUNTIES (140mph) - 36" DIAMETER, 15'
TSD-4
3. WIND LOAD DETERMINES SHAFT DIAMETER AND DEPTH:
TREMIE SHALL BE REQUIRED.
INSTABILITY IS ENCOUNTERED, SLIP CASING AND 10'
HEAD COLOR
MATCH SIGNAL
2. DRY SHAFT EXCAVATION MUST MEET REQUIREMENTS OF
WILL BE REJECTED.
FOUNDATIONS FAILING TO MEET MINIMUM DIMENSIONS
TO BE SUPPLIED BY THE MANUFACTURER. ANY
1. EXACT DIMENSIONS AND LOCATIONS OF ANCHOR BOLTS
GENERAL FOUNDATION NOTES
TYPE 1 POLE FOUNDATION DETAIL
WHEN POURED
CLASS "B" CONCRETE
MECHANICALLY VIBRATED
FITTING-TRI-STUD
WIRE ENTRANCE
3/8" MESSENGER CABLE
STEEL GROUND ROD
Rev.293
FACTOR OF 1.5
INCREASED BY SAFETY
MESSENGER CABLE
LOAD APPLIED BY
STRENGTH TO CARRY
STEEL OF SUFFICIENT
WELDLESS RING-GALVANIZED
(Dia.)
8"-10"
DRIP LOOP
SIGNAL CABLE
LASHING CLAMP
PULLBOX
PUSHBUTTON
COPPER COATED
8 - #8 BARS
POLE MANUFACTURER
PEDESTRIAN
& SIZE AS REQUIRED BY
(NOMINAL)
ANCHOR BOLTS, NUMBER
REQ'D.)
HIGH-STRENGTH STEEL
2" MIN.
(12" C.-C.)
PLACED STEEL
OF HORIZONTALLY
OR EQUAL AMOUNT
1/4" SPIRAL HOOPING
2" MIN.
10' to 15' DEEP
AFTER LEVEL USE
NON-SHRINK GROUT
NUT COVER
TYPE IV CONDUIT
GROUND WIRE IN
AWG #6 BARE COPPER
OR AS NOTED ON PLANS (WHERE
5/8" x 10'
SHOWN ON PLANS
SIZE & NUMBER AS
TYPE IV CONDUIT
CAPS BOTH ENDS
TO NEAREST PULLBOX
SPARE FOR FUTURE
USE, WATERTIGHT
2"-3" CONDUIT (TYPE IV)
CLAMP
COPPER
GROUND
CONNECTION
EXOTHERMAL
(LEVELING NUT)
H-S HEX NUT
FLAT WASHER
FLAT WASHER
H-S HEX NUT
4" x 8" NOM.
HANDHOLE
POLE
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
DETAIL OF MESSENGER CABLE CONNECTION USING
SEE DETAIL "D"
MESSENGER CABLE
CONNECTOR OR
VARIABLE
NEW POLE
10' TYPICAL
(COST ABSORBED)
(2 TURNS)
DRIP LOOP
HEAD CAP SCREW (4 REQ'D.)
NUT COVER BOLT HEX
DETAIL B
R10-3b, R10-3e
LED
TYPE
TETHER WIRE
STRAND STABILIZING
1/4" (NOMINAL)
DETAIL C
GUY GRIP
PREFORMED
CLAMP OR
U-BOLT CLAMP
DATE
MESSENGER CABLE
NOT TO SCALE
POLES
COUNTDOWN
SIGNAL (WHERE REQUIRED)
MOUNT TO TAPERED
SHIMS FOR FLUSH
WITH APPROPRIATE
U-BOLT CLAMP
SIGNAL HEAD
WITH BOTTOM OF LOWEST
ON OTHERS TO BE EVEN
HEADS ONLY. ATTACHMENT
SIGNAL (WHERE REQUIRED)
OF PEDESTRIAN HEADS
OPTIONAL MOUNTING
2'
DETAIL A
OPTICALLY PROGRAMMED
LED COUNT DOWN
TYPE PEDESTRIAN
EXTENSION PIPE
(WHERE REQ'D.)
(COST ABSORBED)
G
Y
R
(2 TURNS)
CLAMSHELL HARDWARE
1" X 4" MIN.
G
Y
ON GREEN
TYPICAL SPAN WIRE DETAIL
R
YIELD
LEFT TURN
5% MAX. SAG
DRIP LOOP
U-BOLT CLAMP
BY
FOUNDATION DETAIL
MESSENGER
CLEVIS CLAMP
(COST ABSORBED)
AND ELECTRIC CABLE
TO SUPPORT SIGNALS
TO MESSENGER
CABLE
WIRE ATTACHED
APPLI
CANT
** SEE TYPE 1
**
39"
G
Y
8' MIN.
3/8" (NOMINAL)
LED COUNT DOWN
TYPE PEDESTRIAN
STEEL STRAIN POLE
LIGHTWEIGHT LINK
CHAIN ATTACHED TO
SIGN AND TETHER
SPAN WIRE
MOUNTED SIGN
(TYPICAL)
BALANCE ADJUSTER
3/8" MESSENGER CABLE
GUY GRIP
PREFORMED #6 BARE GROUND
CLAMP OR
GALVANIZED WEATHERHEAD
WITH PIPE NIPPLE
DATE
RODS
PULLBOX
PUSHBUTTON
PEDESTRIAN
SEE DETAIL C
SEE DETAIL B
SEE DETAIL A
12' TYPICAL
GUY GRIP
PREFORMED
CLAMP OR
WITH PIPE NIPPLE
GALVANIZED WEATHERHEAD
of 10
GROUND
APART
SPACED A MINIMUM OF 18"
GALVANIZED STEEL CABLE RINGS
TO MESSENGER CABLE WITH 2"
SIGNAL CABLE TO BE ATTACHED
CONTROLLER
UTILITY POLE TO POLE NEAREST
ON SEPARATE SPAN FROM
POLE TO CONTROLLER, TO BE RUN
POWER CABLE FROM UTILITY
POLE CAP
1 5/
8"
SheetNo.
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(
MI
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)
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NOT TO SCALE
H
3'
STEP
CONTROLLER TO
FOR FUTURE USE FROM
(TYPE IV) SPARE
TYPICAL DETAIL OF BASE FOR CONTROLLER
CONTROLLER OPERATION AND THE ON STREET SIGNAL
DETERMINED IN THE FIELD BY THE ENGINEER.
CONNECTION - MIN. 10
8' MIN.
(WHERE REQ'D.)
PUSHBUTTONS
& PEDESTRIAN
PULLBOX
CLASS "B" CONCRETE
FOUNDATION
(FOR GROUND WIRE)
(TYPE IV)
(1/2") CONDUIT
UTILITY POLE OR SIGNAL POLE.
CIRCUITS ON POWER SERVICE
CONTROLLER AND LUMINAIRE
SEPARATE BREAKERS FOR
INSTALL BREAKER BOX WITH
FRONT VIEW
(COST ABSORBED)
COUPLING
(IF REQUIRED)
CONDUIT FOR
SIGNAL CABLE. TYPE,
SIZE & NUMBER MAY
VARY. SEE PLANS FOR
EACH INTERSECTION
GROUND ROD
5/8" x 10'
FOUNDATION
ANCHOR
BOLTS
TO PULLBOX
SPARE CONDUIT
2" CONDUIT
FROM POLE TO
NEAREST PULLBOX
TO PULLBOX
SPARE CONDUIT
6"
ANCHOR
7.0' (MIN.)
6"
STRAIN INSULATOR
TYPICAL DETAILS OF
CONTROLLER CABINET
MOUNTINGS, TYPE 1 POLE
ATTACHMENTS AND
MISCELLANEOUS DETAILS
ENGINEER (COST ABSORBED).
5.GUYS TO BE INSTALLED AS REQUIRED, DETERMINED BY THE
STATED OTHERWISE.
4.ALL ATTACHMENT FITTINGS SHALL BE HOT DIP GALVANIZED UNLESS
RESTRICTION TO THIS WILL BE PROPERTY LINES OR OBSTRUCTIONS.
3.ANCHORS ARE TO BE 15' BEHIND THE HOLE IN LINE WITH THE SPAN,
HELICAL 203mm OR AS NECESSARY FOR ADEQUATE HOLD.
2.DIFFERENT ANCHORS ARE: CHANCE 8-WAY EXPANSION ANCHORS OR 3
3-BOLT CLAMP
OR PREFORMED
GUY GRIP
BOLT
& THIMBLEYE NUT &
TSD-5
AND EMBEDDED ITEMS.
AROUND REINFORCING
CLEAR CONCRETE COVER
FABRIC, MAINTAIN 3"
6 GA WELDED WIRE
REINFORCED WITH 6 X 6 X
NOTE:
SQ. WASHER, SQ. NUT
GUY DETAIL
1. THE ANCHOR ROD IS 6" DIAMETER.
NOTES:
TYPE IV CONDUIT
POWER SUPPLIER
3-BOLT CLAMP
OR PREFORMED
GUY GRIP
6" ANGLE THIMBLEYE BOLT FOR
DOWN GUY WITH LIFT PLATE
REQ'D BY CODE OR LOCAL
3" CLEAR
CROWN
3" CLEAR
1
2"
PANEL FOOTING
FINISHED GRADE
GROUND TO BE SUPPLIED AS
FINISHED GRADE
(TYPICAL)
CADWELD TO POST
STEEL POST
2" O.D. GALVANIZED
CONTROLLER
TYPE 1 RISER W/POWER TO
AWG #6 BARE
COPPER GROUND
WIRE IN
3/4" TYPE
IV CONDUIT
SIGNAL
PEDESTRIAN
COUNTDOWN
POLE (COST ABSORBED)
TO BE USED WHEN METER IS NOT SET ON
PUSHBUTTON SIGN
HEIGHT (H) = 55"
DEPTH (D) = 26"
WIDTH (W) = 44"
HEIGHT (H) = 54"
DEPTH (D) = 24"
WIDTH (W) = 38"
TYPE 1 BEND
FOOTING
CONCRETE
BREAKER PER EACH
BOX
SERVICE.
CON-TAINING 60 AMP
BREAKER BOX
LOCKABLE, NEMA TYPE 3R
VERIFY SPACING)
18" X 3'-0"
UTILITY RACK POST
CONCRETE FOOTING
MATERIAL (TYP., FIELD
BREAKER
POWER SERVICE PANEL
COUPLING
CONDUIT FOR POWER SERVICE
W + 3" MIN.
OHMS RESISTANCE REQ'D).
CONNECTION - MIN. 10
(4 REQ'D.) (CAD WELD
COATED GROUND RODS
5/8" COPPER
CAPS BOTH ENDS
SITUATED IN THE OPTIMUM POSITION FOR VIEWING THE
NOT TO SCALE
CONDUIT TO
PULLBOX
ANCHOR BOLTS
AND FOUNDATION
BETWEEN CABINET
SILICON SEALANT
DISPLAYS SIMULTANEOUSLY. THIS POSITION IS TO BE
EQUIPMENT CABINET
(FOR GROUND WIRE)
(TYPE IV)
(1/2") CONDUIT
5 - PHASE THRU 8 - PHASE:
APPLY A BEAD OF
(4 REQ'D.) (CAD WELD
OHMS RESISTANCE REQ'D).
EQUIP. CABINETS (MIN.)
UP TO AND INCLUDING 4 - PHASE:
3" CONDUIT
TYPE IV CONDUIT
DIMENSIONS OF BASE MOUNTED CONTROLLER
PULLBOX, WATERTIGHT
NOTE: THE BASE MOUNTED CABINET IS TO BE
SIDE VIEW
CABINET
D
TOP VIEW
COATED GROUND RODS
5/10" COPPER
8' MIN. 5/8"
D
FROM POWER SOURCE
(TYPICALLY POWER POLE)
158"
UNSTRUT SUPPORT
GALVANIZED
END CAP
Rev.293
8' MIN.
SEPARATE GROUND ROD
FOR POLE 5/8" X 10'
GROUND ROD.
POLE REQUIRES SEPERATE
12"
CONC. (3000 S.F.)
REQUIRES 4 GROUND RODS, GRID
AS PER BASE MOUNTED CONTROLLER.
CLASS "B"
STRUCTURAL
POLE MOUNTED CONTROLLER
1 1/2"
FRONT
STEP
TYP.
BUS
1 1/2"
CABINET
COPPER COATED GROUND RODS
1'
TYP.
1 1/2"
W
5'
0"(
NOM .
)
TYPE 1 RISER W/POWER
(IF REQ'D.)
125 AMP
METER BASE
.
2'-0" (NOM.)
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
TYPICAL DETAIL FOR POLE MOUNTED CONTROLLER
6" (MIN.)
(NOMINAL SIZE)
BACK DOOR REQ'D.
WITH CONCRETE.
COPPER TO BE IN CONTACT
WHEN IN CONCRETE. NO BARE
TO BE IN TYPE IV CONDUIT
1'
*
NOTE: ALL COPPER FOR GROUND
POLE MT'D. CONTROLLER
12' MIN. 5/8"
COPPER COATED GROUND RODS
TYP.
TYPE 1 BEND
INTERNAL TO POLE.
SIGNAL POLE, ALL WIRING TO BE RAN
NOTE: IF METER IS ATTACHED TO
TYPE 1 RISER
POWER SUPPLIER)
(IF PERMISSION TO USE GIVEN BY LOCAL
EXISTING POLE
POWER SUPPLIER
REQ'D BY CODE OR LOCAL
GROUND TO BE SUPPLIED AS
(5' MAX. SPACING)
TWO HOLE CONDUIT STRAPS
FOR REQUIREMENTS
CHECK WITH LOCAL POWER SUPPLIER
(COST ABSORBED)
(IF SEPARATE METER POLE REQ'D)
CONTRACTOR TO SET WOOD POLE
POWER SERVICE DETAIL
COUPLING
1.5'-2.25'
8' NOM.
WEATHERHEAD
DATE
AS REQUIRED
NIPPLES & ELBOW
TYPE I CONDUIT,
BRUSHING
REQ'D.
STEEL POLE
(EXISTING CABINET OR POLE)
TYPE IV CONDUIT
CONTROLLER CABINET.
NOT BE MOUNTED TO THE
AERIAL. METER & BOX SHALL
SIGNAL POLE IF SERVICE IS
POWER SERVICE POLE OR
BOX TO BE MOUNTED ON
METER (IF REQ'D.) & BREAKER
NOTE:
SERVICE.
BREAKER PER EACH
CON-TAINING 60 AMP
BREAKER BOX
LOCKABLE, NEMA TYPE 3R
(IF REQ'D.)
METER BASE - 125 AMP
POWER CABLES)
TWO OR THREE 2c
CABLE, 1 1/2" SIZE REQ'D. FOR
FOR ONE 2c POWER
TYPE I RISERS (1" SIZE REQ'D.
AWG #8, 2 CONDUCTOR MIN.
BY UTILITY COMPANY.
CIRCUIT. HOOK UP TO BE MADE
CIRCUIT AND TRAFFIC SIGNAL
FOR EACH STREET LIGHT
SEPARATE SERVICE REQUIRED
APPLI
CANT
TAPPED HOLE
CONCRETE FOUNDATION
8" - 10"
EXISTING
STEEL
POLE
CONDUIT ENTRANCE DETAIL
CONDUIT AS
SHOWN ON
PLANS
TO BE ABSORBED)
CONTROLLER (COST
BOTTOM OF POLE/
ENTRANCE THROUGH
TO ALLOW CONDUIT
CHIP AWAY BASE
SIDE VIEW
TOP VIEW
BY
PREDRILLED &
STEEL BANDS
FOUNDATION
CONCRETE
CABINET
CONTROLLER
EXISTING
SIDE VIEW
AFTER INSTALLATION
REGROUT BASE
CAP
7'APPROX.
STEP
PER PLANS
CONDUIT
(WHERE REQ'D.)
36"
CONDUIT
18"
SPARE
6"
TOP VIEW
2"
DATE
18"
MI
N.
of 10
39"
SheetNo.
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10't
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W20-1
O
N
L
Y
250'*
50'*
250'*
W20-1
50'*
**
250'*
W4-2(L)
250'*
ONLY
O N LY
(NOT TO SCALE)
ROADWAY
WORK OFF OF
W21-5
PAVEM ENT
EXI
STI
NG
EDGE
250'
*
W 201
250'
*
W 205(
L)
2' MIN.
1
BASE MATERIAL REQ'D.
GRANULAR OR ASPHALT
USE.
APPROVED BY THE ENGINEER PRIOR TO
POUNDS. ALL CONES SHALL BE
MINIMUM WEIGHT OF FIFTEEN (15)
MINIMUM HEIGHT OF 28 INCHES AND A
SHALL BE NARROW PROFILE WITH A
EQUAL TO OR GREATER THAN 45 MPH
POUNDS. CONES USED IN SPEED ZONES
AND A MINIMUM WEIGHT OF TEN (10)
WITH A MINIMUM HEIGHT OF 28 INCHES
CONES SHALL BE NARROW PROFILE
TRAFFIC CONE
250'* 250'* 250'*
(PAY ITEM 907-618-A).
50'
NIGHT OPERATION OR SUSPENSIONS OF WORK. COST TO BE ABSORBED
CURB & GUTTER. DRUMS TO BE PLACED AS SHOWN IN DETAILS, LEFT FOR
WHERE WORK ZONE INCLUDES UNDERCUT SHOULDER AND REMOVAL OF
TWO INCHES OF EXISTING PAVEMENT ELEVATIONS. DRUMS REQUIRED
AREAS WHERE THE WIDENING HAS NOT BEEN CONSTRUCTED TO WITHIN
CONTRACTOR SHALL PLACE PLASTIC DRUMS ADJACENT TO ROADWAY IN
DRUM PLACEMENT ON LOW SHOULDERS OR WIDENING
3
3" MAX.
250'*
W20-1
ONLY
W20-1
250'*
W20-1
250'*
O N LY
250'
*
OPERATION
(NOT TO SCALE)
250'
*
W20-1
W 42(
R)
250'* 250'* 250'*
ONE LANE
50'*
(NOT TO SCALE)
BLOCKED
RIGHT LANE
W 205(
R)
250'
*
W 201
AHEAD
CLOSED
LANE
CENTER
W9-3
W20-1
AHEAD
CLOSED
LEFT LANE
W4-2(L)
W20-5(L)
AHEAD
CLOSED
RIGHT LANE
W4-2(R)
W20-5(R)
**
*
BUFFER AREA
155
200
250
305
360
425
495
570
645
730
25
30
35
40
45
50
55
60
65
70
FEET
115
20
M.P.H.
TAPER LENGTH (Feet)
TRAFFIC CONTROL PLAN
(TYPICAL SIGNAL INSTALLATION)
780
720
660
600
540
320
245
180
125
80
(Per 12' Lane Shift)
SPEED LIMIT BUFFER
DETERMINE APPROPRIATE SPACING IN THE FIELD
CONSIDERED MINIMUM DISTANCE - ENGINEER TO
WORK AREA
BE USED. HANDHELD FLAGS SHALL NOT BE FOR FLAGGING OPERATION.
TSD-7
FLAGGER WITH PADDLE - 18" STOP/SLOW PADDLESACCEPTED AS PROPER TRAFFIC CONTROL DEVICES SHALL
SIGNS - SEE SIGN LEGEND MIN. SIZE 48" x 48", BLACK ON ORANGE BACKGROUND
(15) POUNDS. ALL CONES SHALL BE APPROVED BY THE ENGINEER PRIOR TO USE.
MPH SHALL BE NARROW PROFILE WITH A MINIMUM HEIGHT OF 28 INCHES AND A MINIMUM WEIGHT OF FIFTEEN
AND A MINIMUM WEIGHT OF TEN (10) POUNDS. CONES USED IN SPEED ZONES EQUAL TO OR GREATER THAN 45
DRUMS (30' MAXIMUM SPACING) - CONES SHALL BE NARROW PROFILE WITH A MINIMUM HEIGHT OF 28 INCHES
LEGEND
ERECTED IN MEDIAN AREA (8' MIN. MEDIAN WIDTH REQUIRED).
5. FOR A DIVIDED HIGHWAY SITUATION, A SECOND SET OF ADVANCE WARNING SIGNS SHALL BE
WORK IS CONFINED TO THE APPROACH SIDE ONLY.
SIDE OR THE FAR SIDE OF THE INTERSECTION. FAR SIDE TRAFFIC CONTROL IS NOT NEEDED WHEN
W20-4
W20-7a
AHEAD
ROAD
ONE LANE
4. APPROACH SIDE TRAFFIC CONTROL TO BE USED WHEN WORK OCCURS ON EITHER THE APPROACH
CONTROL PLAN SHALL BE INCLUDED UNDER PAY ITEM 618-A, MAINTENANCE OF TRAFFIC.
MATERIALS, BARRICADES, LABOR AND INCIDENTALS REQUIRED TO IMPLEMENT THE TRAFFIC
3. PAYMENT FOR ALL SIGNS, CONES, DRUMS, CONCRETE BARRIERS, STEEL PLATES AND OTHER
2. POST MOUNTED SIGNS SHALL HAVE A 7' MINIMUM MOUNTING HEIGHT.
INCLUDED UNDER PAY ITEM 907-618-A, MAINTENANCE OF TRAFFIC.
1. ADDITIONAL ADVANCE WARNING SIGNS MAY BE NECESSARY. ANY ADDITIONAL SIGNS SHOULD BE
GENERAL NOTES
W3-4
W21-5
AHEAD
WORK
ROAD
Rev.293
W21-5
250'*
(NOT TO SCALE)
NEAR SIDE
and/or FAR SIDE
LANE BLOCKED
LEFT OR CENTER
250'*
COMPACTED BORROW,
TRAFFIC DRUM
W20-1
**
TO STOP
PREPARED
BE
WORK
SHOULDER
SIGN LEGEND
MI
SSI
SSI
PPI DEPARTM ENT OF TRANSPORTATI
ON
250'*
50'*
W20-1
250'*
**
**
250'*
W4-2(R)
250'*
W20-5(R)
250'*
W20-1
DATE
W20-1
250'*
250'*
W 207a
W20-1
ONLY
W20-5(L)
ONLY
O
N
L
Y
BY
W 34
APPLI
CANT
W 201
DATE
W 207a
of 10
W 34
SheetNo.
: 10
W 201
M ND005
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o:
M ND001
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M ND002
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tNo.
:
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t
h
250'
*
W 42(
L)