HomeMy WebLinkAboutT_5793_Sz
0 -,
I
m m N ti)
+ N --
m m m
--ru
co 0
Fri -~ -C
~ -,
C
0 z
0, " 0 -m > D E w
L -~ = -'° rn .,.,.
m 0
0 -, .,.,.
m 0,
C ~
" m
L D .,.,.
u
TRAFFIC SIGNAL SHUTDOWN
1. TURN OFF CONTROLLER AT SERVICE CABINET. THIS SHOULD OCCUR BETWEEN 9: OOAM AND 10: OOAM
ON A WORK DAY OR AS DIRECTED BY THE ENGINEER.
2. AT THE TIME OF SHUTDOWN, STOP SIGNS SHALL BE IN PLACE ON AERONUTRONIC. ACCESS FROM THE SITE
SHALL BE CLOSED EXCEPT FOR CONSTRUCTION VEHICLES WORKING AT THE AERONUTRONIC INTERSECTION
REMOVAL. PLACE R41 "RIGHT TURN ONLY" SIGNS (2EA) AT JAMBOREE RD FACING AERONUTRONIC.
BARRICADES SHALL BE INSTALLED AT EACH END OF THE CROSSWALK ON JAMBOREE RD. WITH R96
SIGNS FACING THE SIDEWALK.
3. THE CONTRACTOR SHALL REMOVE SIGNAL HEADS, PEDESTRIAN HEADS AND PED PUSH BUTTONS
IMMEDIATELY AFTER CONTROLLER IS TURNED OFF.
4. KEEP SAFETY LIGHTING CIRCUIT ACTIVE UNTIL DIRECTED TO DISCONNECT BY THE ENGINEER.
5. SEE "TRAFFIC SIGNAL REMOVAL NOTES", THIS SHEET, FOR REMOVAL OF OTHER ITEMS.
DJ
I]]
TRAFFIC SIGNAL REMOVAL NOTES
REMOVE & SALVAGE MULTISONICS SYSTEM CONTROLLER AND TYPE "p" CABINET AS DIRECTED
BY THE ENGINEER. REMOVE FOUNDATION COMPLETE. SALVAGE CONTROLLER AND PRE-EMPTION
EQUIPMENT TO THE CITY OF NEWPORT BEACH.
DISCONNECT TYPE II SERVICE. CONTACT SO. CAL. EDISON FOR METER REMOVAL
AND TO DISCONNECT FEED.
REMOVE & SALVAGE POLE AND HARDWARE AS DIRECTED BY THE ENGINEER.
REMOVE FOUNDATION COMPLETE. REPLACE SIDEWALK SECTION WHERE APPLICABLE.
REMOVE CONDUIT AND CONDUCTORS.
INSTALL MODIFIED TELEPHONE DEMARCATION CABINET PER ES-4E. DELETE ALL ELECTRICAL EQUIPMENT AND
BACK BOARDS 'B' AND 'C'. MOUNT MINIMUM, 18 POSITION BINDING POST TYPE SPLICE BLOCK ON BACK BOARD
'A' . SPLICE INTERCONNECT CABLE AND LEAVE SLACK IN CABINET TO THE SATISFACTION OF THE ENGINEER.
PULL INTERCONNECT CABLE TO NEAREST PULLBOX, PROTECT AND REINSTALL IN NEW
CONDUIT TO SPLICE CABINET.
7. ALL SALVAGE ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXPECT THE CONTROLLER AND
ALL OF THE EVP EQUIPMENT INCLUDING THE DETECTORS ON THE SIGNAL POLES WHICH SHALL BE SALVAGED
TO THE ENGINEER. (CITY OF NEWPORT BEACH)
STRIPING NOTES
1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STATE
STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992
AND THE CURRENT TRAFFIC MANUAL.
2. ALL NEW NON-REFLECTIVE PAVEMENT MARKERS (TYPE A AND AY) SHALL
BE CERAMIC. ALL NEW REFLECTIVE PAVEMENT MARKERS SH ALL HA VE
GLASS-COVERED REFLECTIVE FACES, OR BE 3M SERIES 290 MARKERS.
@ SANDBLAST -REMOVE CONFLICTING STRIPING
@ INSTALL DETAIL 13
NEW ST. LIGHT PER SHT. 16 OF 48
I
I POLE REMOVAL
STANDARD LUMINAIRE S.N.S. SIGNAL MOUNTING
No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED
CD 26-3-70 30' 45' 15' 250 W -MAS MAS SV-2-TA SP-1-T
® 19-1-70 30' 30' 15' 250 W --MAS SV-2-TA -
0 19-1-70 30' 30' 15' 250 W - -MAS SV-1-T SP-1-T
0 1-A 1 o· ----- -TV-1 -
® 15 30' -15' 250 W - - - - -
® 1-A 10' ----- -TV-2-T SP-2-T
NEW ST. LIGHT PER SHT. 16 OF 48
SCHEDULE I
PED PUSH BTN BIKE PUSH BTN REMARKS PHASE TYPE PHASE TYPE
8 B - -
--6 B
- - - -
2 B 8 B
2 B - -
8 B 2 B
72"c ~ ~1"c
1---------- ------------- ------------- -------+\------ ------------- ------"(\-------- ---+----------,I, - ------------- -----------1
-:1c_:; ----------~------'17'-r.7-_---------,t----------~'~---------------------~==1
, '--f--C:;::,.. ------r---ar,.'-f---f:::s:---0----,.,,._/ y -:J
T
JAMBOREE
CD
Cl:: ::, 0
,-:
1/)
X w
~@]
EXIST. 1 1/2"C/18PR.#22 I.C. TO
FORD RD.(PROTECT IN PLACE -TYP .)
•
INTERCONNECT
1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE PROTECTION OF THE INTERCONNECT CABLE
WITH THE STREET WORK CONTRACTOR.
2. THE INTERCONNECT CABLE SHALL BE TEMPORARILY COILED AND PROTECTED ADJACENT TO THE EXISTING
PULLBOXES AT EACH END OF THE REPLACEMENT CONDUIT.
3. FOLLOWING CONNECTION AT THE NEW SPLICE CABINET THE INTERCONNECT SHALL BE FULLY TESTED
4.
TO THE SATISFACTION OF THE ENGINEER. FAILURE OF THE CIRCUIT TESTING SHALL REQUIRE REPLACING
THE INTERCONNECT CABLE.
IF INTERCONNECT CABLE IS TO BE REPLACED, A NEW 18 PAIR #22 CABLE SHALL BE INSTALLED CONTINUOSLY
BETWEEN THE SIGNAL CONTROLLERS AT FORD RD. AND BISON ST. THE CITY 'MLL HAVE THE OPTION OF REQUIRING
THE SPLICE CABINET TO BE REPLACED 'MTH A PULLBOX.
' I
I
I
I / -----,-·-------·--~ I
4"~T~ :r -------
~ 2" C ~ I
REMOVE CONDUCTORS (TYP.) /:
r/ ' :r :t-' I
1d I 'J ~11 i 7 1..(
i r-< 3 ,@\SB '(-< -: r r, ~ ROAD )-.<.._
! "1 _12_~-T.~~-----,·---jbJ __ lJ YC 4" WHT. ------ --- ------
! , 1§8' CR,,OSSWALK ~!G:\ (Ir, r, /~ 280' TO MEDIAN NOSE
: itc> '<:::,!I 12 WHT. --~ 13 I ~J __ _,L_1 _ __J._1 ____ ~f /~ LOOPS ~ LOOPS ''
1 ::l-r::> PROPOSED /\CURB & GUTTER I 1: 17 17
l n -I 1 .Ll--c. _J _,L _J ..--4 REMOVED LOOPS
-_,.
I
I
I
I
I
I
I
I
I
I
' ' I
I
I
r
I
' I '
I r--7
I I I
I ' L _ _J
I ' I . -
AERONUTRONIC
FORD ACCESS
#961541removal
I
I
i
REMOVE LOOPS
i
r
I
!
I
I .
' I
'
I
i
I
118+22.41 -JOIN
EXIST. CURB NEW ST. LIGHT PER SHT. 16 OF 48
EXIST. 1 1/2" C/1 SPR.#22 1.C .
TO BISON AVE.
FOR STREET LIGHT INSTALLATION REFER TO
JAMBOREE RD. STREET IMPROVEMENT PLAN,
SHEET 16 OF 48. TRACT 15332, 15387,
15388 AND 15389-PHASE 3
\'
7
i
!\
II)--
II 7
IIL_J
1~--' 7
\ L_J
~--=;
L_J
-0---
CITY OF NEWPORT BEACH
THIS PLAN IS SIGNE:D BY THE crrr OF NEWPORT BEACH
FOR CONCEPT AND ADHERENCE TO crrr STANDARDS
AND REQUIREMENTS ONLY. TH£ crrr IS NOT RESPON-
; ~ ! WEA TRAfflC ENGINEERING, INC. t---+----+-------+------1
sme :!, A TRAFAC AND TRANSPORTATION ENGINEERING
Traffic Signal Removal Plan
Jamboree Road
SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY.
APPROVE~IM ~~k "/21(,,
PUBLIC WORKS DEPT. DATE
APPROVED_-:-::,:;-=:=-==-------==-UTILITIES DEPT. DATE
23421 SOUTH POINTE DR smTE 190 LA.GUNA HlllS, CA. 92653 (949)460-0110 r----i------t---------------t---1----
RCE 16828 DATE
DATE BY DESCRIPTION
REVISIONS
DESIGNED SOMMERS
CHECKED
DRAWN PJK APP . DATE 5/99
and
Aeronutronic -Ford Access
CITY OF NEWPORT BEACH
PUBLIC WORK DEPARTMENT
T-5793-S
SHEET 'i] OF 'i]
. -
□ ' -w "' " < • " !" n ,,
C
~ D CD z "
" ~ z I 0 r 0 " n m 0 ~ "' □ " ~ 0 ~ ~
2 o ~ z m m • " □ ' -~ ,, . " !" n ,,
C ~ D "' z "
)
)
C s OJ m ]J
D
]J
~ z
GJ
z
C s
OJ m
]J
D ]J
~