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ITEM NO. 700-84-1 ITEM NO. 700-84-1
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1 REQ'D. 1 REQ'D. 2 REQ'D.
INCLUDED IN ITEM 665-11 OR 665-13
NOTE: ALL TYPE "F" LOOPS
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1 1 �
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CHECKED
JOB No.
- INDIAN
V
RIVER COUNTY CORRIDOR 1MPR0 EMENTS C. R. 512
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D.T.C.87
D.T.C.
R.W.W.
0655:VE
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32960
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DATE
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APPROVED `
FILE NAME-
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S I GN A I Z A TI C N P A N
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ENGINEERS ARCHITECTS SURVEYORS
ONE 40 562-4112
PH 7
SHEET -0F
5
REVISIONS
BY'
R.W.W.
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FAX 407 778 8836
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a CONCRETE POLE TABULATION
5
128+00 129+00 130+00 131+00 132+00
133+00 i 34+00
135+00
145+00 146+00
SCALE: 1 " = 40'
SCALE: 1 " 40'
147+00
0
DRAWING NO.
T-12
SHEET OF
12 16
160+00 161+00 162+00 163+00 164-1-00 165+00 166+00 167+00 168+00 169+00
DESCRIPTION,
02 05 ;
SIGNAL CLEARANCE TABLE
��
t Blonk Indlcotes No Clearonce Requl�ed 7
I_J114._._.
•SIGNAL
INDICATIONS .. J
®®®®®®®
NUMBER
OF
POLE
DISTANCE OF
TIE-IN
HOLE FROM
HOLE
DISTANCE OF
LOWER TIE-IN
HOLE FROM
DISTANCE OF
NIPPLE
LOCATION FROM
LENGTH
or
POLE
DEPTH
DEPTH
CLASS
OFS
POLE
SPAN
(LONG
TIE-IN
HEIGHT
9ASED
ON
'lf'
ELEV.
RIFF.
SHEET
NO.
TOP OF POLE
TOP OF POLE
TOP OF POLE
CROWN
A
1'-0"
7'-10"
8'-10"
44'
9'
VI
120'
33.5'
g
1�-0»
��-10»
8)-101p
44'
9'
V1
160'*
33.5'
C
1 ' - 0" :.
7' -1011
8' -10"
44'
9'
VI
120'
3 3. 5'
D
1'-0"
7'-10"
8'7-101)
44'
9'
VI
160'*
33.5'
TF 4 4 ® Clearance Indlcollon When Yellow Arrow TF 8 Is
• 0
Used.'
SOP 10 _ •
,
I
1
s•
r
I
I
NUMBER
OF
DISTANCE OF
UPPER TIE-IN
DISTANCE OF
LOWER TIE-IN
DISTANCE OF
NIPPLE
LENGTH
OF
BURIAL
CLASS
OF
SPAN
TIE—IN
HEIGHT
BASED
Y
ELEV.
SHEET
POLE
HOLE FROM
TOP OF POLE
HOLE FROM
TOP OF POLE
LOCATION FROM
TOP OF POLE
POLE
DEPTH
POLE
(LONGEST)
ON
CROWN
DIFF.
NO.
A
1 ' - 0,)
7' -10"
8' -10"
48'
9
VI
18 5'
37.5
B
1 0
7 10
8 10
48
9
V11
200
37.5-
c
1,_0„
7'-10,,
8,_10')
48)
9'
VI
111'
37.5'
TYPICAL ADVANUt. LUUP INS I ALLAI IUN
COUNTYNTYPICAL
STOP BAR LOOP INSTALLATIONIi�I01ARIVER_
1
[DISCONNECT
WIRING CHART
,
LEAD-IN TO CONTROLLER
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(STANDARD)IN1/4"
-
3/16"FOR LOOP AND SOLDER SPLICE
FOR LEAD WIRE SOLDER SPLICE
-SLOT .SEALER
22" AKIN(HOT
�• r
STEEP ASPHALT
4 TURNS - -
I
-
CURF COVER (SAND) 24• PAVE►dENT - 4 TURNS
OVER WIRE
36• PAVEfaENT 3 TURNS
•
, ?. GREATER THAN 3E•- 2 TURNS
?
IL J
i
b
2 TURNS
ADVANCE' LOOP LOCATION
85th PERCENTILE
SPEED
ADVANCE LOOPS) BACK EDGE
.(FROM STOP BAR)
-30
. N/A
-35
255
FEET
-40
285
FEET
-45
355 FEET
and 255 FEET
-50
385 FEET
and 255 FEET
-55
435.FEET
and 255 FEET
--+-
OR AS
PER PLAN
TO CONFORM TO FDOT STANDARDS
TYPICAL LOOP, WIRE LAYOUT
OVERHEAD STREET SIGN
(TYPICAL)DRAY111f.-, NO.
j
- �.10ES7,1,�t,1E_17jDRAPzA1 CHECKED`/ I �• Y� 7Q$i'► aTI?EF.'T
; . _ 183
�f1 h�,.
I
fj`.�•°��/Ad� RIVER Ct�UtV lY C��!,'R/��.., R� /� r�RC7E/E E T�` C. 1 . � a
! .� VERO BEACH
,
L.
D.
• _.� 14
.'
OF
:OUhTY ROAD
fA iE ��Z"AGE' i .4PR. C l ,� ,FLORIDA 32960�
r 6 -� FELL Er��,: ! . �;�. _ _. .. ON E Ci" �i i s r
I
)/
dd� r s I j 2` °i ..� LJI.! I
r i"`I / 'ION .`/ e`FAX k407
Ii _., t E t`s
i
n
.. , . , • j Grade -
/ • r , "kt�lYx6"iic#a'flf`�C*A:�G �71��1c�i�
Ground
Hole For Clomp
Conduit
No. 8 Stranded Copper ► •
Ground Wire Alin
Of 48" ( Bore Pigtoil •
, X 20'
• Ground Rod
( Copperclod J
STATE OF
FLORIDA DEPARTMENT OF TRANSPORTATION
TRAFFIC DESIGN
SIGNAL CABLE & SPAN WIRE
INSTALLATION DETAILS
160098
Dates
Approved 6
/; ,Na..o
�.�¢�
�_ .1432f
State Trofftc Moe Enpinw
a e„
oro.n by
Checked Sy
1t�vttton No.
She*t No.
&+dq- No.
2!7
17727
su
l O! I
F.H.W.A. Approved:
�c..�r✓rws .rr�rwr 1 ( vi - FOR
-
Notes ; of xx
•Kfl !Sj
Push Push
l Signs ! R0-3A & R/O-4A J shall be mounted above Button - ( i Button
detectors, explaining their purpose and use.
2 The positioning of pedestrian push button]
should clearly WIcate which cross-wolk signal i'
is octuoted by eoch push button.
`Use R 10 3 Or R /0-3A Signs When No f•�deslrian Signals Are Used.
3 Push buttons and signs ore to be mounted in A.
Use R l0-4 Or R 10-4A Signs When Pede>lrion Signals Are Used.
occordonce with Stondord Specifications.
4 Ground to be in occordonce with section 8620 of
nd d S 'f' Pons —• i
Sto ar pec, �co � ,
• ! P/ AA1 PLAN }
CHECKEP F
A A,
i N e% L 1 0 r na ter f � r
1 .9A7F CALE I AFFRO1FO 1 MD BOOK11PAOr
t Q k
►u
�., -7Y g
IN -WAN RtrER COUNTY CORRIDOR IMPROVEIVENTS G R 51-2
c.. C.. UAT Y ROAD 6512
Si�IVAC_l17A T�ON
�QQ 1835 20#h STREET
ry VERO BEACH
d .f
. FLORIDA 32960
0 PHONE 407552--4 112
L EG1NEERS ARCH 1 S eSURVEYRS FAX 407) 778-8836
.�'��T�
T-15 s
�MEE T Li
15 16
STREET
in all bo Pull Box
the
PSIDE
Conduit
provided The r l i
in Box
f _ Con I �
' the'dir ct� lntof o he l! box and center rar o ed with d ! _-- �
cab a base.
pu ooPP - ,
o weather tight fitting. If obstructions - - - - -- - - - -- -- --�- --
P
-
prevenf the spore conduit from exiting t
.. .< < .c
,
- _. - .. - ..
#
GENERAL NOTES
R(Inlmum Fln!shed Grade
Necessary
Cast on Traffic Cover
.. }
1.
n
INSTALLATION OF 3 CONDUITS FOR FUTURE STREET LIGHTING AND
1 4
THE CONTRACTOR SHALL NOTIFY ALL INVOLVED UTILITIES 48 HOURS IN
. . . ....::::.::..::.
Or Approved Equal
r
SIGNAL COORDINATION BETWEEN INTERSECTIONS SHALL BE INSTALLED
ADVANCE BEFORE SETTING TRAFFIC SIGNAL POLES.
Cover To Fit Box
AS PER FDOT ROADWAY AND TRAFFIC DESIGN STANDARD INDEX NO.
FOR ESTABLISHING THE RAKE
•Backflll And Tamp
: With Alaterlal
O
17721.
15.
THE CONTRACTOR SHALL BE RESPONSIBLE
,�
G�
AS SPECIFIED BY THE POLE MANUFACTURER IN RELATION TO THE LOAD
c
Removed From
�1
. •#
2.
MONITOR YPE # 1
CONTROLLER TO BE EQUIPPED WITH CONFLICT(T ),
D N THE POLES AT THE TIME OF INSTALLATION.
PLACE O
�
b
Trench
-
® tiE
SCR
FLASHER, POWER REDUCTION UNIT AND MASTER CLOCK UNIT.
_
16.
THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE
3.
E NTED ON POLE "A".
DISCONNECT SWITCH TO B MOU
t
CONTRACTOR IN ADVANCE OF ANY EXCAVATION INVOLVING ITS
c
-
-
AT A COMPANY REPRESENTATIVE CAN BE PRESENT.
UTILITIES SO THAT
.
4
MINIMUM CABINET SIZE TYPE V.
UTILITY OWNERS PHONE NUMBERS
-
roped Or Undisturbed o u
Ta C nd I t (PVC J
�B'��
.
5.
FIELD LOCATE LOOP DETECTORS.
FLORIDA POWER AND LIGHT COMPANY 461 -1967
Sub - Grade
1
6.
THE VERTICAL CLEARANCE FROM THE BOTTOM OF THE SIGNAL HEAD TO
4
SOUTHERN BELL TELEPHONE AND TELEGRAPH 567-2205
/ I
FIGURE e
r
.
THE PAVEMENT SHALL BE NOT LESS THAN 18'-0" AND NOT MORE THAN
INDIAN RIVER COUNTY PUBLIC WORKS DEPT. 567-8000
,Q ^
�
INDIAN COUNTY UTILITY DEPT191-0".. 567-8000
IAN RIVER CO
OR N AS PO D
F USE I ARE NO T EXPOSED
�
,
UNITED ARTISTS CABLE, INC. 567-3444 : �
WIRE SIGNAL CABLE FOR PEDESTRIAN CAPABILITY.
A T & T COMPANY 1-800-241-3624
TO VEHICULAR TRAFFIC
N
-
AND UNDER DRIVEWAYS\�
\
:
8.
THE SIGNAL MAINTAINING AGENCY IS INDIAN RIVER COUNTY.
17..'
SIGNAL CABLES TO BE HELD ON BY LASHING RODS.
9.
SIGNAL TIMING: AS SET BY INDIAN RIVER COUNTY.
x ` 18.
CONTRACTOR TO FURNISH AND INSTALL ONLY CONDUIT AND PULLBOXES
ASSOCIATED WITH SIGNAL COORDINATION AND FUTURE STREET
10.
CONTROLLERS RANSYT ASSEMBLY 1880 EL OR APPROVED EQUAL) TO BE
, a
.: LIGHTING, AS WELL AS CONCRETE STRAIN POLES, PEDESTRIAN SIGNAL
fleld due to
►
}
FULLY OPERATIONALLY WIRED TO 8 PHASE, AND OPERATE INITIALLY AS
PEDESTAL, AND CONTROLLER PAD. ALL OTHER SIGNALIZATION ITEMS
May be adjusted In
r
8 PHASE WITH THE FOLLOWING:
CALLED FOR IN THE SIGNALIZATION PLANS ARE TO BE FURNISHED AND
field oorxlttlons upon approval
A,
_
INSTALLED BY OTHERS.
f project engineer.
-
PEDESTRIAN CAPABILITIES
CONCRETE PULL BOX DETAIL i
y
' 11.
UNIVERSAL AMP (NO CINCH) DISCONNECTS SHALL BE USED FOR ALL
'
SIGNAL HEADS.
I. J Pull boxes shall be concrete with cast iron cover or
approved equal.
."t-%TTATT
I I J- J-._ a a 4 . a . 4 A „«T u _ �n
t -,r