HomeMy WebLinkAboutT_5706_SCONDUCTOR SCHEDULE
¢3 VEHICLE --3 3 3
¢4 VEHICLE 3 3 3 3
¢5 VEHICLE 3 3
¢6 VEHICLE - - - - 3 3 3 3
¢7 VEHICLE 3 3 3 3 3
OLA --2222
¢2 PED 2 2 2 - - 2
¢4 PED 2 2 - 2 - 2 2 4
#14 ~¢..,,6,...P=-:E==D---+---+---t---,-t--:-t-2--+-2-+-:-2-t--,-t2
¢8 PED - - 2 2 - - 2 4
¢2 BPB 1 1 - 1 - - - 1
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PHASE DIAGRAM
GROUP A GROUP B
11 (
◄---►
¢2
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◄---►
¢7
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¢4 BPB --- - - 1 1 1
¢6 BPB ------ - 1
¢8 BPB --1 1 -- - 1
II INDUCTIVE LOOP
DETECTOR SCHEDULE
1/1~ m
REUSE EX. 2" CONDUIT WITH 6PR#19 INTERCONNECT_/ 11 ;:2 ~I
CABLE TO CONTROLLER AT 19TH ST.
INSTALL (2'DLC / ;-\ ~ 11 ¢2 PPB 1 1 1 1 -- - 1
¢4 PPB 1 1 -1 1 1 1 2
¢6 PPB -----1 1 1
TO THE CON~~OLLER BC:1--~ -'--'-<-+,_-J.1..J..1.---'-....L..I-~ '\'--"---'--+-, +'--+--'-~ SENSOR CHANNEL DETECTOR
1 1-(1)1 1 (EXIST.) ---'2---4--2.:.._...:¢;..;1----1
¢8 PPB - - - 1 ---1
PPB COMMON 1 1 1 1 1 1 1 2 1 1-¢2 • 2(EXI ST.) ---'2---4--2;..._...:(l).:;;2....;;.•---1
EX. 2"C .. --1.. •-t,,,
SPARES 3 3 3 3 3 3 3 6
TOTAL 20 20 11 30 15 22 27 58
I.S.N.S. 2 2 - 2 2 2 2 2
SIG. COMMON 1 1 1 1 1 1 1 2
#10 t-:Lc:U-:M-,',IN,'-A=IR~E~-+-2_,...c2c..+----+-2"-+...c2'-+--=2-+-=-2-+-'2'--i
TOTAL 3 3 1 3 3 3 3 4
#0 SERVICE
¢1 DETECTOR
¢2 DETECTOR 3
¢3 DETECTOR
¢4 DETECTOR
DLC ¢5 DETECTOR 2
¢6 DETECTOR
¢7 DETECTOR
¢8 DETECTOR -3
TOTAL o 5 4
6PRe19 INlER~NECT CABLE -1
3
1
3
2
2
3
9 0 5
1
3
2
5
1
2
3
1
3
2
3
2
3
19
2
1 3-¢2 3(EXI ST.) ---'2---4----'1=-_...:11c=3;__---1
1 1-¢4 • 4(EXI ST.) ---'2---4--2'-_..:.(l)...:4-'-0 ---i
1 3-¢4 5(EXI ST.) ---'2---4----'1'-_-"¢-'S----1
1 2-¢5 6(EXI ST.) ---'2---4---'1=-_...:¢..::6-•---1
1 2-¢6 • 7 (NEW) ---'2---4-----'3=-_...:¢..::6----1
1 1-¢7 B(NEW) 2 2_(1)7
1 1-¢8 •
9(NEW) 2 2_¢8 •
1 3-¢8
1 O(NEW) 2 SPARE
------t{>
--+-IC>
LEGEND
EXISTING VEHICLE HEADS
RELOCATED VEHICLE HEADS
NEW VEHICLE HEADS
EXISTING ISNS
RELOCATED ISNS
INSTALL 6PR#19 INTERCONNECT
CABLE IN EX. 1½'' CONDUIT TO CONTROLLER
AT TUSTIN AVE.
EVP SENSOR CABLE -1 1 1
CONDUIT SIZE 2· 3" 2· 3" 2" 3"
1 2
3" * II MODEL 262-FC ILD SENSOR UNITS SHALL HAVE INTEGRAL
TIMING AND DUAL OUTPUT PER CHANNEL CAPABILITY.
EXIST./NEW N N N N N N N N e SENSOR SHALL SEND ONE OUTPUT TO PHASE AND ONE
<01 (E) = EXISTING CONDUIT * 2-3"C OUTPUT TO SYSTEM SAMPLING
• (N) = NEW CONDUIT R/W--.._ • ~-~~?F~~--==-=i~~-~1-~---~~ I -I ------I -------, ---
PROPOSED CURB_/
PROPOSED CURB\
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a:: u GENERAL NOTES CR=25' m
1.
2.
ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS
STANDARD PLANS AND STANDARD SPECIFICATIONS, DATED JULY 1992 AND THE
SPECIAL PROVISIONS FOR THIS PROJECT.
LOCATE ALL STRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL
CLEAR OF OBSTRUCTIONS. CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133,
48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL EXERCISE EXTREME CAUTION
TO AVOID DAMAGING EXISTING UTILITIES.
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3. OBTAIN APPROVAL FOR EXACT POLE AND LOOP LOCATION PRIOR TO FINAL
PLACEMENT AFTER THE DETERMINATION OF LOCATIONS OF ALL OBSTRUCTIONS.
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4. NEW INDUCTIVE LOOP DETECTORS SHALL BE 6'X6', EXCEPT AS SHOWN, CENTERED IN THE
TRAVELED LANE WITH 10 FEET SPACING BETWEEN LOOPS IN THE SAME LANE.
--------l+-'8-+'-+-+l4~•--1~2~•~3,.i-c1~0~'--10_'_~1~2~'-...,_.c1~3_'_.1,;,-'~
-----i.i-1c.::0:..' ,H..-+-H-+--4.:..:9:...'_+.J---i-+--+--4-'-1;..,' __ _L
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5.
6.
7.
8.
9.
10.
11.
ATTENTION
NORMAL OPERATION OF THE TRAFFIC SIGNAL SHALL BE MAINTAINED AT ALL TIMES (INCLUDING
PED FACILITIES). PROVIDE TEMPORARY OVERHEAD WIRING AS REQUIRED. CONTRACTOR SHALL PROVIDE
TRAFFIC CONTROL DURING SYSTEM SHUTDOWN. TEMPORARY SHUTDOWN FOR RE-WIRING
IS ALLOWED BETWEEN 9: OOAM AND 3: OOPM AND MUST BE REQUESTED 24 HOURS IN ADVANCE.
EXISTING FOUNDATIONS NOT TO BE REUSED SHALL BE COMPLETELY REMOVED AND
DISPOSED OF BY THE CONTRACTOR, UNLESS AUTHORIZED BY THE ENGINEER.
COMPLETELY REMOVE EXISTING CONDUCTORS AND INSTALL NEW CONDUCTORS
THROUGHOUT.
NEW PULLBOXES SHALL BE N0.5, REINFORCED CONCRETE, UNLESS OTHER'MSE SHOWN.
NEW CONDUIT SHALL BE RIGID STEEL.
NEW VEHICLE HEADS (8 EACH) SHALL HAVE 12 INCH GLASS LENSES.
SAME AS GENERAL NOTES 5 SHEET 7.
All utilities shown on this plan are based on available
records. It shall be the sole responsibility of the contractor
to verify all existing utilities by contacting utility agencies
and to avoid damaging existing utilities during excavation.
FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
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POLE SCHEDULE
PED POLE LOCATION
(SEE DETAIL "A.")
No. I.S.N.S. REMARKS STANDARD LUMINAIRE VEHICLE SIGNAL MOUNTING SIGNAL PPB BPB 'f----------,-------+-===--1-...--....... ---I---.----,.--~
TYPE SIG. LUM. HPSV MAST ARM POLE MTG Ill QUAD ARROW Ill QUAD ARRO
0
M.A. M.A. '
A 19A-4-70(R) 30'(E) 12'(E) 400W(E) MAS N), MASE SV-1-T E SP-1-T(E) 6 E(N) LT
B 1-A R) TV-1-T N SP-1-T(E) 8 S(N) RT
C 24A-4-70(E) 35'(E) 12'(E) 400W(E MAS N , MAS(E) SV-1-T(E) SP-1-T E 8 SN LT
D 1-A(E) TV-1-T(N) SP-1-T E 2 W N RT
E 19A-4-70(E) 30'(E 12' E) 400W(E MAS N), MAS(E) SV-1-T(E) SP-1-T E 2 W N LT
F 1-A(E) -TV-1-TN SP-1-TE 4 N(N) RT
G 24A-4-70(R) 35'(E) 12'(E) 400W(E) MAS(N), MAS(E) SV-1-TE SP-1-TE) 4 N(N)
H 1-A(R) - - -TV-1-T(N) SP-1-T(E) 6 E(N)
EXISTING EQUIPMENT OR POLE TO BE REUSED (E)
(R)
(N}
RELOCATE TO NEW LOCATION (IF POLE) OR POLE (IF EQUIPMENT}
NEW EQUIPMENT OR POLE
LT
RT
6 E(E) LT
8 S(E) LT
2 W(E) LT
4 N(El LT
E
Irvine Ave(E) 2'
West cliff Dr --(E) -
Irvine Ave(E)
17TH St -IEl
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5' 2.5'
-3.0'
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CR=25'
INSTALL 1~•c. W/2 DLC
~-INSTALL 1w·c. W/2 DLC
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DETAIL "A"
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CONSTRUCTION NOTES
RELOCATE EXISTING TYPE "p" CABINET COMPLETE WITH MUL TISONICS 820 CONTROLLER, TELEMETRY INTERFACE BOARD,
DETECTOR RACK, POWER SUPPLY, (6) TWO CHANNEL ILD SENSOR UNITS, BICYCLE TIMING LOGIC, AND OPTICAL EMERGENCY
VEHICLE SENSOR RACK AND TYPE II SERVICE. FURNISH AND INSTALL DETECTOR RACK, POWER SUPPLY, ( 4) MODEL
262-FC ILD SENSOR UNITS, (2) MODEL 262 EMERGENCY VEHICLE PREEMPTION DISCRIMINATORS MANUFACTURED BY 3M
AND TRAFFIC LOGGING SYSTEM. TOP OF NEW FOUNDATION SHALL EXTEND 18 INCHES ABOVE FINISHED GRADE.
INSTALL SIGN ON SIGNAL MAST ARM PER STATE STANDARD PLAN ES-ST, DETAIL U.
INSTALL NEW PULLBOX IN SAME LOCATION AS EXISTING PULLBOX.
INSTALL 3M MODEL 522 EMERGENCY VEHICLE DETECTOR AND 3M MODEL 138 CABLE FROM SIGNAL HEAD TO THE CONTROLLER.
INSTALL 2" CONDU.IT PER EDISON REQUIREMENTS.
r14-=c;-=.-=.,-,-1-=,e--iV.----:f:-:j:-lllf'lll-ft--l---l--+-----------l----t ?;J;VE~ ;f fvf d . ( TRAFF! C SIGN AL M ODIFI CA Tl ON PLAN
Iii l/f a vri TRI\FFIC ENGINtER a::
2100 WEST ORANGEWOOD R.E. NO. 2.2.645' 17TH ST /WESTCLIFF DR ~
SUITE 140 DATE {k.fo6e,r ,J, /994 AND IRVINE AVE N
ORANGE CA 92668 1---l---l--------------l----1------r-----1---------------.---------1~ ~
TEL. (714 939-1030 ,o,./lf-D_A_n:-'-_B_Y _J_ _____ oE_sc_R1_P11_o_N ____ -1,A_P_P_'o,1-D_E_S1G_N_ED __ +-D_R_AWN----I CITY OF NEWPORT BEACH -57 Ob -~ ~ ~ ~~~:_~~ff!:J.~1 CHECKED DATE OJ ci 44298 REVISIONS PUBLIC WORKS DEPARTMENT I SHEET 8 OF 10 m ~
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(f) 12"PV(YA&GA)
DETAIL "A"
(No Scale)
17TH
0 B"R
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0 8"G
(f) 12"YA
(f) 12"RA
DETAIL "B"
(No Scale)
---
EX. 1Y.l"C.
PROTECT EXISTING 2" CONDUIT
WITH SIGNAL INTERCONNECT TO 1 CONTROLLER AT 19TH ST.
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GENERAL NOTES
1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS SHALL CONFORM TO THE STATE OF CALIFORNIA
STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992, AND THE SPECIAL PROVISIONS.
2. EQUIPMENT NOT TO BE REUSED SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF COSTA MESA
CITY YARD AT 2300 PLACENTIA. CONTACT GARY WONG AT 754-5184 TO COORDINATE DELIVERY.
3. FOUNDATIONS NOT TO BE REUSED SHALL BE COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR.
4. OPERATION OF THE TRAFFIC SIGNAL SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL OFFICERS DURING SYSTEM SHUT-DOWNS. SYSTEM
SHUTDOWNS ARE ALLOWED BETWEEN THE HOURS OF 9:00AM AND 3:00PM.
5. CONTRACTOR SHALL COORDINATE WITH SOUTHERN CALIFORNIA EDISON TO ARRANGE SHUT-DOWN OF OVERHEAD
HIGH VOLTAGE LINES. CONTACT CHRIS CARTWRIGHT AT (714)895-0246 PRIOR TO RELOCATING SIGNAL STANDARDS.
•
R/W
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~--EX. RT TURN ONLY
SEE DETAIL "B" _.--7RS1--------
, , _ _ ,r-EX. s_T_RI_PING "' ~:~ J ~ ~
EX. C.W.
SEE DETAIL "B" ! f(~{ t! EX. R.c. WESTCLIFF DRIVE ::?: R.c.-
" : 12" : w, •-_;;:;::;~~i= ==== ==== =:;;:t== ==== ==== ==== ==== ==== ==::::::==..·,;:;;;:::== ==== ;;"!f==:t.: _,_ EX. C.W . .,,,,,-,-i SEE DETAIL A 'f} ' °' /1 : -----, _____________ : tt 0 I CJ I __ ,... .. --.___ I
L~-----z;-----------------------------~-I ----------------~-~:--;--~~---
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EX. OVERHEAD HIGH ---~1
VOLTAGE LINES
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CONSTRUCTION NOTES
REMOVE EXISTING TYPE 19A-4-70 POLE AND 30' MAST ARM WITH EQUIPMENT
COMPLETE AND INSTALL AT POLE LOCATION@. SEE SHEET 8 OF 10.
REMOVE EXISTING TYPE 1-A POLE WITH EQUIPMENT COMPLETE AND INSTALL AT
POLE LOCATION@, SEE SHEET B OF 10.
REMOVE EXISTING TYPE 24A-4-70 POLE AND 35 FT MAST ARM WITH EQUIPMENT
COMPLETE AND INSTALL POLE AT LOCATION@. SEE SHEET 8 OF 10.
REMOVE EXISTING TYPE 1-A POLE WITH EQUIPMENT COMPLETE AND INSTALL
AT POLE LOCATION@. SEE SHEET 8 OF 10.
APPROVED .-,,,-l_l_l_l_fe_iv.-,,ff-..,..-,,,,-ft-----i---+----1------------1------1 !fe6,wif1~ TRAFFIC SIGNAL REMOVAL PLAN
ftj If" VI/I J 7RAFFIC ENGINEER
2100 WEST ORANGEWOOD RE. NO. 22045 17TH ST/WESTCLIFF DR
SUITE 140 • DATE Ocli>her 13, 1994 AND IRVINE AVE
ORANGE CA 92668 '
TEL. (714) 939-1030 -1-DA~TE_,__B_Y __,_ ____ D_Es_cR_1P_11o_N ____ _,__A_P~P'---1D 1--o-Es_iGN_E_o --+D_R_AWN---'-1 CITY OF NEWPORT BEACH r-5706 --5
~r<o~&:-~ • /t?,&,;f(? CHECKED. DATE
/ J. TODD CHAVERS RCE 44298 73AiE REVISIONS PUBLIC WORKS DEPARTMENT SHEET 7 OF 10
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