HomeMy WebLinkAboutT_5729_SV
GENERAL NOTES
1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS
AND STANDARD SPECIFICATIONS DATED JULY, 1992, AND THE SPECIAL
PROVISIONS FOR THIS PROJECT.
2. SEE STREET IMPROVEMENT PLAN FOR UTILITIES. THE CONTRACTOR IS
REQUIRED TO ASCERTAIN'THE EXACT LOCATION OF UNDERGROUND FACILITIES
PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE
WITH THEIR SERVICE.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL
UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONS-
TRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY
COMPANIES INVOLVED.
4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES,
CONDUITS, DETECTOR LOOPS, CONTROLLER AND POLES IN THE FIELD.
5. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN.
6. ALL LOOPS SHALL BE 6'X6' SPACED 10' APART, EXTEND LOOPS 1' INTO X-WALK
OR LIMIT LINE UNLESS NOTED OTHERWISE.
7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME PROPERTY OF
CONTRACTOR EXCEPT STREET LIGHTS. SALVAGED STREET LIGHTS SHALL BE
DELIVERED TO CITY UTILITIES YARD. CALL (714) 644-3011 24 HRS IN ADVANCE.
8. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE
COMPLETED PRIOR TO TURN ON.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN
ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS.
10. WORK SHALL BE PERFORMED ACCORDING TO CITY OF NEWPORT BEACH DESIGN
CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 ED.
11. ALL SIGNAL HEADS SHALL BE METAL TYPE.
.
RUN NUMBER
CIRCUIT
¢1 3 3 3 3 6 6 3 3 3
¢2 3 3
¢3 3 3 3 3 3
¢4 3 3 3 3
¢5 6 6 3
¢6 3 3 3 3 3 3
¢2P 4 4 2 2 2
#14 l-¢_3_P _____ +-----1------!--2-1--2---ll-4--1-4---+_2--1------1------1
¢6P 2 2 2 2 2 2
¢2PPB 1 1 1
¢3PPB 1 2 2
¢6PPB 1 1 1 1 1
PPB COMMON - 1 1 1 2 2 1
SPARES 3 3 3 3 6 6 3 3 3
TOTAL 11 16 18 25 34 46 15 13 8
SIGNAL COMMON 1 1 1 1 1 2 1 1 1
#10~L_U_M_IN_A_IR_E_S ___ +-2-+-2-+-2-+-_2_,__2_,__4_,__2_,__2_,__----,
TOTAL 3 3 3 3 3 6 3 3 1
¢1 DETECT OR - - - 1 1 1
¢2 PETECTOR - - - - - 4 4 4 4
¢3 DETECTOR - - - - -3 3
DLC ¢4 DETECTOR - 2 2 2 2 2
¢5 DETECTOR 1 1 1 1
¢6 DETECTOR 4 4 4
TOTAL 0 2 2 7 7 15 8 5 5
OPTICOM CABLE 2 2 -,
INTERCONNECT CABLE 6PR #19 -1 1
CONDUIT SIZE 2" 3" 3" 3" 2-3" 2-3" 3" 3" 2"
~A Flle: 010.222 AVCSCE.DWG 2:35 PIA 06/25/98
CONSTRUCTION NOTES
1. FURNISH AND INST ALL ALL NEW SIGNAL EQUIPMENT AS SHOWN.
2. FURNISH AND INST ALL NEW MULTI SONICS 820A CONTROLLER AND ALL
NECESSARY EQUIPMENT FOR THE INTENDED OPERATION IN A NEW TYPE P
CABINET WIRED FOR 8 PHASE AS SHOWN. (SEE DETAIL "B" AND SPECS)
3. FURNISH AND INST ALL MODIFIED TYPE II SERVICE PER CITY OF NEWPORT
BEACH STD-910-L AS SHOWN. EXACT SERVICE POINT LOCATION STILL
TO BE DETERMINED.
4. INSTALL 12" WHITE THERMOPLASTIC X-WALK. REMOVE OR EXTEND LANE
LINES TO X-WALK LINE.
5. EXISTING IRRIGATION AND UTILITIES SHALL BE PROTECTED OR REPLACED
WITHIN 24 HOURS OF DISRUPTION.
6. PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT.
7. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 722
DETECTOR AND 3M MODEL 138 CABLE FROM DETECTOR TO THE
CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET.
PROPOSED TRAFFIC SIGNAL'\
MAINTENANCE EASEMENT \
SCALE: 1" = 20'
SENSOR
1
2
3
5
7 1 1-¢6 ■ (2)
2 2-¢6 ■ (2)
8
1 3-¢6 (2)
2 4-¢6 (2)
■ DETECTOR LOOP LOCATIONS SHALL BE APPROVED
BY ENGINEER IN THE FIELD PRIOR TO INSTALLATION.
ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL
CHANNEL DUAL OUTPUT PER CHANNEL WITH INTEGRAL
CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS)
CAPABILITY EACH WITH COLORGATED EXTENSION.
DETECTORS SHALL NOT EXTEND ON RED. DETECTORS
SHALL DELAY ON RED IF SELECTED. ALL DETECTORS
SHALL HAVE A SECONDARY PRESENCE OUTPUT WITHOUT
TIMING FOR SYSTEM SAMPLING PURPOSES.
(#) -SYSTEM SAMPLER NUMBER
.6.-DELAY
12"
12"
12·
12·
GREEN
'
,.
1!11
_)
i!l5
I
POLE SCHEDULE
POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON BIKE PUSH BUTTON POLE LOCATION
_ P.HASE DIAGRAM NO.
1---.-----,1------r----i.------+---.---+---.---+--,---,---, TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN PHASE ARROW PHASE ARROW "B" "E" "C"
OVERHEAD REFLECTORIZED
STREET NAME SIGN ■
(dbl. face)
I
¢6
45'
13'
/
' ' I
I
: I
28'
11'
¢8
28'
r--
24'
11' 1J'
.Ja.s•
G) 19-4-70 30' 30' 12' 250• SV-1-T 2 MAS SP-1-CS
1-A 10· TV-1-T 6P -
17-3-70 30' 25' 12' 250• SV-1-T MASe SP-1-CS 6P -
1 A 10' TV-' -T ., SP 1 CS 3P -6
19-4-70 30' 35' 12' 250• ,t SV-1-T .
SV-1-TA 2 MAS SP-1-CS
® PPB POST 4' I 3P -
1-A 10' TV-1-T \ SP-1-CS 2P -
® 19-4-70 30' 30' 12' 250• SV-1-T \ MASe 2P -® 1-A 10' TV-1-T \ -SP-1-CS 2
e 4 SECTION HEAD (SEE DETAIL "A")
NOTE: ALL SIGNAL POLES AND HEADS SHALL BE PAINTED WHITE
ALL SIGNAL INDICATIONS ARE 12"
• -LUMINAIRES SHALL BE FULL CUT-OFF
( . -MOUNT @ HEiGHT OF 1~ l __ &::_:P.:__A::.IN:.:.T:.:E:D~WH:.:l:..:T.=E>-__ -~
EiJSTING S:DEWALK
TOP VIEW
4" THICK P.C.C. PAD
TRANSITION TOP
OF NEW CURB DOWN
TO 2" ABOVE F.S.
OF EXIST SIDEWALK
DETAIL •e•
AVENUE
'~-;L---1. I I
'--1r=-~r'1' ~ ~ODEL 722
OPTICAL DETECTOR
-
-
20'
10'
2'
6'
o· 2.5" Corporate Plaza
-2.5' -
15' 2.5' Avocado
2.5'
-12' 2.5' l orona L el Mar t-'loza
L1brarv
2' 5' -
-2.5' -
8' 2.5' Avocado
-2.5' -
CONSTRUCT
TYPE A1-8
RETAINING CURB
SIDE VIEW
Cl
CB
----
::J
?_b
EX. 1 V.Z"C, 6 PR#19.
INST ALL NEW 6 PR#"I 9
TO LIBRARY
COMMUNICATIONS CENTER
§: ◊ ~
i ~'-SET SCREWS
Underground Service Alert
PROPOSED TRAFFIC SIGNAL
MAINTENANCE EASEMENT SPECIAL BOLT~\_'-'~ O
//, i"---DRILL & TAP 5/8"
~ ~✓-"' STRAP /CLAMP
EVP DETECTOR MOUNTING DETAIL
Coll: TOLL FREE
1-800
422-4133
TWO WOflKING DAYS BEFORE YO\J DIG
"~ APPROVED TRAFFIC SIGNAL PLAN
---AUST/N~FOUST ASSOC/A TE4 /NC. 1--s--
95
-+, .-Rs-=· ~=sr.aAD=DED==NEAR=-cLEFT=-s=rn=E""'"6,..,.VEH=IcLE==HEAD==-. --+--~~L · 1----A-V_O_C_A_D_O __ A_V_E_A_T __ --;
TNAFFIC ENCINEEIIIN/7 ANO TNANSPOIITATION PlANNIN/7 "SIGNALAHEAO"SIGNS&LEGENOS. !SEESTRIPINGPLIN R.E. NO. 22045
2020 NORTH, T s:we!N AVENUE SANTA ANA, CALIFORNIA 92705-7827 REVISED SCE SERVICE POINT. J, 29 9"" CORONA DEL MAR PLAZA ,,.:. 4-QB RS 1 REMOVED MAST ARM VEHICLE HEAD FROM POLE 8. DATEUne , I_ _..., TELEP~~• ~4 667-0496 FAX (714) 667-7952 l--+...ba!j!!=~~o!.!..=!2!;!!!!,!e,,..!=L!!!~.!'.!!!~4---f.s~~:='===,=Da;,R~AWN~==::====t----------:-----r-=--=:=-:--=--=--.J
--(~_ff':,~~/.'.~·~,~ /0025!!EXPIRl:'9=~01-DATE: £-2 ~-9$ . i--oA_TE__,___sY~----· _cESCR_I_PT_1o_N ___ ~_AP_P_'o+-o=ES=1GN""'W,.s_--+a-,.,,--Rs_--; CITY OF NEWPORT, BEACH T-5729-S •
~-7 l • RCE 20258 EXPIRE 9 30 01 REVISIONS CHECKED DATE 9-97 PUBLIC WORK_S DEPARTMENT SHEET 1 OF 1
I .
I:
I'
' I I I , . '
·1
I
i
; .
0 ~ ~ D z _rn
" ~
"
z
C s:
CD rn II
i._ ___ __.
0 II ~ z G)
z C ~ ~ II
0
II ~ z
G)
z
C
~ CD rn
II
0 I z
G)