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Newport Boulevard 22nd Street
(40 mph)
RS W54(CA)
11 W11-2/W16-9P
J.1-1-nn
I CONDUCTOR SCHEDULE I
LEGEND
---EXIST. CURB & GUTTER
---
-
-
EXIST. STRIPING TO BE REMOVED
BEACON 1 2
BEACON COMMON 1 2 ---NEW CONDUIT
#14 P.P.B 1 2 ----SAWCUT FOR SYSTEM CONDUCTORS
P.P.B COMMON 1 2
SPARE 1 2 ;;l,t IN-PAVEMENT FLASHING DEVICE
#8 HOT 2 2
NEUTRAL/GROUND 3 3
TOTAL 5 10
IIN-PVMT. FLASHER CABLE I -2
CONDUIT SIZE 1 3" 4"
ALL CONDUITS SHALL BE P.V.C. SHC. 80
CONSTRUCTION NOTES:
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FURNISH AND INSTALL LANELIGHT IN-PAVEMENT LED LIGHTED CROSSWALK SYSTEM CONTROLLER OR APPROVED
EQUAL, CROSSWALK CONTROL UNIT (CCU) INCLUDING A PROGRAMMABLE LOGIC CONTROL (PLC) IN TYPE "G" PEDESTAL
MOUNTED CABINET. PROVIDE MINIMUM ADA CLEARANCE AROUND CABINET. PUSH BUTTON ACTIYA TION SHALL CAUSE IMMEDIATE
SIMULTANEOUS OPERATION OF IN-PAVEMENT AND OVERHEAD FLASHERS. FLASHING PERIOD SHALL BE ADJUSTABLE
WITH SIMULTANEOUS TERMINATION. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTENANCES REQUIRED
TO PROVIDE INTENDED OPERATION. (SEE SPECIAL PROVISIONS).
FURNISH AND INSTALL 2"C. INSTALL 5 #8 THW WIRES, 2 HOT CONDUCTOR, 2 NEUTRAL, 1 GROUND TO TRAFFIC
SIGNAL CONTROLLER CABINET AC POWER. PROVIDE POWER FROM TRAFFIC SIGNAL SERVICE (METERED).
FURNISH AND INSTALL LANELIGHT IN-PAVEMENT LED LIGHTED CROSSWALK SYSTEM MLK150.400 SERIES OR
APPROVED EQUAL. CENTER OF IN-PAVEMENT FLASHING DEVICE SHALL BE 1' FROM EDGE OF PAINTED CROSSWALK.
SEE MANUFACTURER'S INSTRUCTION FOR IN-PAVEMENT FLASHING DEVICE INSTALLATION. IN-PAVEMENT
FLASHING DEVICES SHALL EITHER BE CENTERED IN A MOVING LANE OF TRAFFIC OR ALIGNED WITH LANE STRIPING
OR MEDIAN CENTERLINE AS SHOWN ON THE PLAN.
INSTALL SYSTEM CONDUCTORS IN 2 1/2" DEEP, 1/2" WIDE SAWCUTS AND IN-PAVEMENT FLASHING DEVICE IN 3" DEEP,
8" DIAMETER CAVITIES COVERED WITH LOOP SEALANT PER MANUFACTURER'S SPECIFICATIONS.
FURNISH AND INSTALL TYPE 16-2-129 POLE (20' SIG. ARM WITH PHOTOCELL CONTROL) MOUNTED WITH 2 FLASHING
BEACONS AND SIGNS AS SHOWN, PER CAL TRANS sm. PLAN ES-7D AND ES-7K. INSTALL POLARA MODEL AX PPB
ASSEMBLY OR APPROVED EQUAL ON CROSSWALK SIDE OF POLE.
FURNISH AND INSTALL TYPE 17-2-129 POLE (20' SIG. ARM, 12' LUM. ARM) MOUNTED WITH 2 FLASHING BEACONS AND SIGNS
AS SHOWN, PER CAL TRANS STD. PLAN E5-7D AND ES-7K. INSTALL POLARA MODEL AX PPB ASSEMBLY OR APPROVED EQUAL
ON CROSSWALK SIDE OF POLE. m SAWCUT AND REMOVE EXISTING CURB RAMP. CONSTRUCT NEW CURB RAMP PER CITY SID. PLAN 181-L-A/C/D, CASE C.
11] SAWCUT AND REMOVE EXISTING CURB RAMP. CONSTRUCT NEW CURB RAMP PER CITY SID. PLAN 181-L-A/C/D, CASE B.
III PROTECT IN PLACE EXISTING SIGN.
~ FURNISH AND INSTALL SIGN ON NEW POST AS SHOWN.
[ill FURNISH AND INSTALL SIGN ON EXISTING POST.
@) SANDBLAST AND REMOVE ALL CONFLICTING STRIPING AND PAVEMENT LEGENDS.
@] INSTALL WHITE ZEBRA CROSSWALK WITH 3'x10' BAR AND 3' GAP.
EI! INSTALL WHITE YIELD LINE PER MUTCD, FIGURE 38-14(8).
@) INSTALL PAVEMENT LEGEND AS SHOWN AND PER CAL TRANS sm. PLAN A24D.
~ REMOVE STREET LIGHT AND FOUNDATION COMPLETE. REPAIR SIDEWALK. DELIVER TO CITY UTILITIES/ ELECTRICAL DEPARTMENT.
@ INSTALL 4" x 50 L.F. WHITE LANE LINE ON APPROACH IN ADVANCE OF YIELD MARKINGS.
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W16-7p
N.T.S.
LEGEND
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W16-9p
N.T.S.
W54(CA)
N.T.S .
!RS! REMOVE AND SALVAGE EQUIPMENT
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PEDESTRIANS
R1-5a
N.T.S.
W11-2
N.T.S.
!CB! INSTALL CONDUIT INTO EXISTING PULL BOX
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PREPAREO BY:
No. 29493
EXP. 3-31-09
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ROCK E. MILLER, RCE 29493, EXP. 3/31/09 OATE
Pl ~2iG~~N~~~TION
1120 W. La Veta Avenue, Suite 660
Orange, CA. 92868
Tel: (714)573-0317 Fax: (714)573-9534
DATE BY
RS W54(CA)
23+00
-----
---------
R4-7
N.T.S.
OESCRIPllON
REVISIONS
GENERAL NOTES
1. ALL TRAFFIC SIGNAL, HIGHWAY LIGHTING, SIGNING AND STRIPING SHALL CONFORM TO THE
REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
STANDARD PLANS AND SPECIFICATIONS EDITION DATED MAY, 2006, CITY OF NEWPORT BEACH
STANDARD PLANS, AND THE SPECIAL PROVISIONS FOR THE PROJECT.
-2;-Alt· ABBREVIA-TI-ONS AND-SYMBOLS USED-ARE-SH-OWN-ON CAtTRANS STANDARD-Pl:AN----
NUMBERS A-10A, A-10B, ES-1A, ES-18 AND AS DEFINED ON THE PLAN.
3. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF
AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO
ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK
THAT MAY DAMAGE OR INTERFERE 'MTH SUCH FACILITIES. CONTACT USA DIG ALERT AT
1-800-227-2600 AT LEAST 48 HOURS IN ADVANCE.
4. ALL NEW CONDUITS 2" AND LARGER SHALL BE PVC SHC 80. ALL STUB OUT CONDUITS
SHALL BE 1" GALVANIZED STEEL. ALL CONDUITS SHALL BE 3" MINIMUM UNLESS
NOTED OTHERWISE.ALL FITTINGS INTO PULL BOX SHALL BE 45 DEGREE SWEPS.
5. ALL CABLES SHALL BE RUN CONTINUOUSLY FROM TERMINAL BLOCK TO CABINET. ALL
CONDUCTORS, CABLES, WIRES SHALL BE LABELED PER THE SPECIFICATION.
6. ALL LOCATIONS OF IN-PAVEMENT FLASHERS, AND CABINET REQUIRE ENGINEER'S APPROVAL
PRIOR TO SAW CUTTING OR EXCAVATION.
7. ALL PULL BOXES SHALL BE CONCRETE, LIDS SHALL BE LIGHT WEIGHT, AND PULL BOXES SHALL
BE NUMBER 5, UNLESS NOTED OTHERWISE.
8. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL
AND EQUIPMENT REQUIRED FOR THE INTENDED OPERATION.
9. THE CONTRACTOR SHALL SCHEDULE AN INSTALLATION MEETING WITH LANELIGHT REPRESENTATIVE
AT LEAST 20 WORKING DAYS PRIOR TO INSTALLATION TO ENSURE THE REPRESENTATIVE
CAN BE PRESENT DURING INSTALLATION.
10. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL FURNISH ALL CONSTRUCTION SURVEYS
FOR THIS PROJECT AS DESCRIBED IN THE SPECIFICATIONS.
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THE
ELECTRICAL WORK AND PRIOR TO THE REQUIRED INSPECTIONS.
12. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY
COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR WITH THE VARIOUS UTILITY COMPANIES INVOLVED.
13. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS AND
CABINETS IN THE FIELD.
GENERAL NOTES (STRIPING)
1. TRAFFIC STRIPES, TRAFFIC SIGNING, PAVEMENT LEGENDS, MARKINGS AND RAISED PAVEMENT
MARKERS SHALL CONFORM TO THE FOLLOWING: CALIFORNIA DEPARTMENT OF TRANSPORTATION
(CALTRANS) DOCUMENTS; CALIFORNIA, SUPPLEMENT TO 2003 MUTCD, MAINTENANCE
MANUAL, STANDARD PLANS AND STANDARD SPECIFICATIONS, MAY, 2006 AND AS MOST
RECENTLY REVISED.
2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND
AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER SANDBLAST OF CONFLICTING STRIPING.
3. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A
MINIMUM THICKNESS OF 0.45 mm. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT
MINIMUM THICKNESS OF 0.90 mm. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE
PAVING HAS BEEN PLACE FOR AT LEAST 15 DAYS.
4. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTl'v[
OVERLAY FILM, UNLESS NOTED OTHERWISE. •
5. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINl'S SHALL BE REMOVED BY WET
SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING.
ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS
DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF
THE ENGINEER.
6. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED
OVER A WEEKEND OR HOLIDAY.
7. NEW SIGN POSTS SHALL BE GALVANIZED STEEL, EASY ERECT BREAKAWAY, OR STEEL TUBING
WITH BREAKAWAY BASE, "UNI-STRUT" OR APPROVED EQUAL, UNLESS OTHER'MSE NOTED.
SIGNS SHALL BE MOUNTED ON STREET LIGHT POLES WHENEVER FEASIBLE.
8. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL
INSTALLATION.
9. A SLURRY SEAL PATCH WILL BE REQUIRED IF SLURRY SEAL IS DAMAGED BY STRIPING
OR R.P.M. REMOVAL.
APPROVED
TRAFFIC ENGINE
R .. N0~552/
DATE 5-7-08
APP'O DESIGNED DRAWN
CHECKEO DATE
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CAUTION: REMEMBER THAT "DIGALERT" USA
CENTER NOTIFIES ONLY THOSE UTILITIES
BELONGING TO THE CENTER. THERE COULD
BE OTHER UTILITIES PRESENT AT THE WORK
SITE. THE CENTER WILL INFORM YOU OF
WHOM THEY WILL NOTIFY
IN-PAVEMENT LIGHTED CROSSWALK PLAN FOR
NEWPORT BOULEVARD
AND
23rd STREET
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARlMENT
PLAN NO. T-5991-S
SHcET OF 1