HomeMy WebLinkAboutT_5288_S.. I ONDUCTOR TABLE A_
RUNS
AWG CIRCUIT
05 -3 3 -3 3 Ei 9
06 - - -3 3 3 3 3
03 - - - - -3 3 3
0" 3 3 3 - - -3 3
02P ---2 2 4
2222244
GENERAL NOTES
I. THE ELEC"fRICAL WORK AND EQUIPMENT SHALL CONFORM TO THE.
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, JANUA~Y,
1981, STANDARD SPECIFICATIONS, JANUARY, 1981. ,ANDTHE SPECIAL PROVISIONS.
03P 2 2 2 - - 2 4 4 #14 0 B • .;;._ I : 1 , 1.
• 2. INDUCTIVE LOOP DETECTORS SHALL BE 61X61 WITH I01SPACING INTHE
DIRECTION OF TRAVEL EXCEPT WHERE OTHWISE SHOWN ON THE PLAN.
INSTALL 6 PHASE MULTI SONICS 91 IB. SYSTEM CONTROLLER IN TYPE
3. R CABINET WITH COORDINATION TELEMETRY. EXIST. COUNT STATION,AND DECTECTORSENSOR UNITS AS SHOWN,
TO BE RELOCATED TO NEW CABINET. ••
'
0 PPB I I • I - --I I '
Ill PPB ' ---I l I ' I I
JOTALS • , 11 19 19 12 18 30 50 58
SIGNAL COMMON I I I I I I 2 2·
#10 ~LUe!!JM[!!.!IN~A~IRc!!E~Sc.:.,....;·...:__ ·+..:;:-~~H~<H-{;-<(-~<H2.---+-;4H-'aH TOTALS I 3 3 3 3 -::; 6 6
1·01 -- I - - - I I
Z• '"'
LOOP I. ,._
DET 2-• 3.m,
CABLE I -05. 2·05
4-#18 2·02
3-04
4-04
TOTALS
l
I-SB 2-SB 3-SB
l·NB 2-N.B. 3-NB
: I •
~• TOTALS •
I
2
3
I
2
4
3
2 -2 2
I --I I
I - --I I
I ---I I
2 - - 2 2
2
3
3
3 3
2
I
I
I
5
3
2 2
I I
I I
I I
I I
l
I I
16
3
3
3 3
4. EXISTING TYPE II SERVICE SHALL BE RELOCATED.
5. REWIRE ENTIRE INTERSECTION €.REMOVE ALL EXISTING CONDUCTORS
6. ALL NEW PULL BOXES SHALL BE NO. 5 UNLESS NOTED OTHERWISE.
. 7. PRECISE LOCATION OF LOOPS TO BE DETERMINED IN Fl ELD BY THE
RESIDENT ENGINEER.
8. !Rs! EXIST. POLE AND SIGNAL AND UJMINAIRE ARMS
iRRi EXIST. VEH. f.. PED. HEADS Pl:JSH BUTTON, LUMINAIRE AND
ILLUMINATED SIGN ON POLE. @
9. i R Ri EXIST. POLE AND VEHICLE HEAD AT POLE LOCATION @
!RS! EXIST. PED. HEAD.
.___..,,c"' ,,n,, -2 21/2 3
3
2
,NEW CONDUIT
.6. NOTE 5
I\
:
I
I,
b
-N
.
N
l-------c:---t--t-----290' TO WALK
rn
PHASE-SEQUENCE· MODULE DIAGRAM
' VEHICULAR f. PEDESTRIAN
MOVEMENTS PER MODULE
MODULE PHASE DESIGNATION
MODULE TYPE
NEMA PHASE DESIGNATION
NOTE:
1fCOORDINATION FUNCTIONS TO
BE DETERMINED BY MASTER
COMPUTOR.. . .
Al
s
5
..,_....,.
t . .., _ _.,..
A3 A2 A4
s DP DP
2 6
• I
I
+
B2
SP
3
B4
SP
4
~ ~---------
(, ~, ,1 ', --..-i' Alt A2 '1----. I· r • ' 1 I • I
I I I I I ' I •
c I I 1--11..i ·c,
J Al +A3 :o---GR~UP • :A2+A4:1-+ 1
1
----+1 -.i B2 . :s4 I I
I ' I I . I
I ' I ·I ...... , I -......c--111~A3~+!:!A~4(j:1-----) \, / \ GROUP lI j ---------------, _________ --
SEQUENCE WITH CALLS ON ALL PHASES
.
0:: I o'
I
DESIGN ENGlrtieEW
POLE SCHEDULE .6. .
STANDARD LUMINAIRE I.S.N.S. SIGNAL MTG. PED. PUSH BTN.
PED TYPE,,; PHASE QUAD
REMARKS
NO. TYPE HEIGHT SIG.MA. LUM.M.A. ' LEGEND VEHICLE
(D XIX 25' 12' 200WHPS Jamboree M-2 B-1 W·O B' / . A2 NW
I-A , o'-o"
s' l50WHPS
-A-6 ~ ...--~~-------------1 B2 ·, NE
35' 12' 250WHPS Eastbluff-M-2 • B·I W·O B B2 NE
I-A -, B-1
XIX. 30'-o" •• 25' 12·' 250WHPS Jamboree . M·2 B-1 W·O B A4 SE
<.:tr -1< 21~10" -a'-15ow HPS -s-1 w-o -REMOVE EXIST PPB
MOUNT 1-SV·l·T@ 17' (a) 2&4-70JI 30'-o' 45'(NJ 15'.(N) 250WHPS(Rl Ford--R ffl ;v+'l'(2) SP-l'l"(R)
~:--f:C:IA:,;.;;(RMl~IO:;,·""O~•l--==-.:..:.:.t-~.::.. :::...t==-::::-=-=-::..:..:,~-=-:=-:..:.....pi lV·l·T(R"ijsiii-T(R) B
.6. EXIST. UNLESS NOTED OTHERWISE .
N = NEW R = RELOCATED
w CITY DESIGN OONCRETE POLE,
TYPE ]]-H, CITY OF NEWPORT
BEACH DWG., STD-201 L
0 ~ SCALE 1"=20'
'
i--I 112"c •. I a LC ,..,
(
• BPB = PPB WITH SPECIAL BIKE CROSSING SIGN PER
(N) CITY OF NEWPORT BEACH STANDARD DRAWING
No's. STD-913-L & STD-914-L; AND SPECIAL
TIMING CIRCUIT PER SPECIAL PROVISIONS.
EXIS1 2"C
INSZ i -----~
i -----------
----
--------
----
SENSOR UNIT CHANNEL DETECTOR
# l(EXIST.) t-_A __ -t-_l_-S_B_-;
B 2-SB
A 3-SB #2(EXIST.) 1-----1----.......... ---1
B I-NB .
# 3(EXIST.)11-· __ A __ +--2--· ... N_B ___ --i
8 3-NB
..0
MAGNETOMETER
DETECTORS TO BE UTILIZED
> AS VEHICLE COUNT DETECTORS
ONLY. (SEE SPECIAL PROVISIONS)
f------+--,---t--,-,-_ ,,,::.=5---1
#2
{EXIST.)
#3'
(El(IST.)
#5 (NEW)
#6 (NEW!
#7 (NEW)
• #8 (NE.W)
2 2° 0 5 • •
I 1-_j! 2 --~2---lf--2-0:3----!
3 3-01 3
4
• 2•11l•4
2 3-0 4
I* 4-ll 6 .
2
I " 4-4
2 A I-4
I • I-6(#1) ·;
26 1°11)6
I • • l-lll2(#2)
c. 6 1•!02
-l' INTEGRAL CALL DELAY CAPABILIT.Y (0·31 SEC)
.t.. INTEGRAL CALL HOLD CAPABILITY (O· 731<:l-SEC)
• SYSTEM SAMPLING -NO OUTPUT TO PHASE
(I) CANOGA CONTROLS 402/ I
TRAFFIC SIGNAL PLAN
(MODIFICATION)
FORD ROAD f,, JAMBOREE ROAD
R.C.E. 16828 DATE DATE BY DESCRIPTION APP0D DESIGNED DRAWN fr CITYOFNEWPORTBEACH -r-sz&5-s
WESTON PRINGLE AND ASSOCIATES REVISIONS CHECKED
CARLSON 80
DATE PUBLIC WORKS DEPARTMENT SHEET / OF j
P-10
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C ~ co m :n
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CD m II
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JJ ~ z G1 z
C
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0 II
b ~
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