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6 40' R/C 3 W73A (CA) 6 15' R/C _ 670' SC EX. CURB
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B 25' R/C w/ UP ARROW '-E;,W3-3 ' E;M73A (CA) 4 TYP. E;R3-7 ��
OLD TOWN FRONT STREET SANTIAGO ROAD
SIGNING AND STRIPING NOTES
1. Striping, signing, or pavement legends shall not be installed prior to field inspection
and approval by the inspector.
2. All pavement markings and sign locations must be inspected and approved before CONSTRUCTION NOTES LEGEND
striping begins. The inspector shall determine the exact limits of the match striping. EXISTING STRIPE/PAVEMENT MARKING TO REMAIN (DETAIL # PER CALTRANS STANDARD PLAN)
.,r - TYPE IV (L) PAVEMENT ARROW (SEE STD PLAN A24A)
3. All RI signs and warning signs shall use hi-Intensity grade reflective sheeting and be �-EXISTING MARKINGS, STRIPING, OR PAVEMENT MARKERS TO REMAIN (PER PLAN)
9 9 9 Y 9 9 � - TYPE IV (R) PAVEMENT ARROW (SEE STD PLAN A24A)
a minimum of 30"X30'. Other regulatory or guide signs may be engineering grade EXISTING SGNAGE TO REMAIN (PER PLAN)
reflective sheeting. - TYPE Vill (R) PAVEMENT ARROW (SEE STD PLAN A24A)
4. Unless otherwise stated, all striping shall begin and terminate at quarter delta of the
RE-INSTALL STRIPE (DETAIL # PER CALTRANS STANDARD P RE-INSTALL PAVEMENT MARKING (THERMOPLASTIC)
Iy -PAVEMENT NUMERALS (SEE STD PLAN A24C)
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curb return, or bock of the crosswalk or stop bar. ®-REMOVE EXISTING PAVEMENT MARKING OR STRIPING EXISTING SIGN AND POST
5. All R1 signs will be located 2 feet behind curb at the B.C.R. or as specified on the SPLICE NEW TO EXISTING CONDUCTORS It -NEW SIGN AND POST
plan • - BLUE RETROREFLECTIVE PAVEMENT MARKER
Q1 —RE-INSTALL 12' WIDE WFIITE CROSSWALK OR LIMIT LINE PER CALTRANS STANDARD PLAN A24E
6. All Stop Bars will be located at the prolongation of the center delta of the curb �2 -INSTALL RAND BLUE RE1R0 REFLECTIVE PAVEMENT MARKER NEW SIGN LEGEND
return or behind the wheelchair access romps unless otherwise specified on the plan.
7. The stop legend shall be 8 feet behind the stop bar. If required, directional arrows 3� INSTALL SIGN AND/OR POST AS SHOWN, PER CITY STD. SIGN CODE DESCRIPTION
shall also be 8 feet behind the stop bar or 8 feet behind the stop legends. W73A CA RIGHT LANE TURNS RIGHT AHEAD
DI-INSTALL TYPE "E' LOOP DETECTOR, PER STD. ES-5A AND 13-5B TO THE CONTRACTOR SHALL W4--2 RIGHT LANE ENDS
8. All pavement markers, striping, and pavement markings shall conform to the TEST EACH LOOP CIRCUIT FOR CONTINUITY, CIRCUIT RESISTANCE AND INSULATION
California Manual on Uniform Traffic Control Devices 2012, and CALTRANS Standard RESISTANCE AT THE CONTROLLER CABINET LOCATION.
Plans: A20-A through A24-E.
�— INSTALL RED CURB
9. Street name signs shall be installed at all intersections and may be installed above
the R1 sign or as specified on the plan. �6 - RE-INSTALL RED CURB
10. The post material shall be "TELESPAR OWIK-PUNCH" or approved equal with receptive �8 --WITHIN SLURRY SEAL AREAS PROTECT EXISTING SIGNAL LOPS IN PLACE
30-inch or 36-inch anchor assembly.
11. All pavement striping and legends shall be installed per Section 84-3 of the
CALTRANS Standard Specifications.
12. All conflicting pavement legends, striping, and pavement markings shall be removed
by wet sandblasting per Section 15 of the CALTRANS Standard Specifications.
13. All pointed striping shall be double coated in not less than 7 days, but no more than
14 days from date of initial installation.
14. All pavement markings, pavement legends, and lines 8" or wider shall be
thermoplastic unless otherwise approved by the Department of Public Works. o
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15. All pavement striping shall have raised pavement markings (RPM) per Section 85 of Pi
the CALTRANS Standard Specifications.
16. Raised blue retroreflective pavement markers shall be located 6-inches from center v
striping on hydrant side of the street. _
17. All conflicting pavement legends, striping, and pavement markers shall be removed
even if not shown on the plans. 3:
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NOTICE TO CONTRACTOR ti
UNDERGROUND SERVICE ALERT ANY EXISTING SIGNAGE AND/OR STRIPING DAMAGED DURING CONSTRUCTION SHALL BE a
REPLACED BY THE CONTRACTOR, AS INSTRUCTED BY THE INSPECTOR, AT NO ADDITIONAL a
COST TO THE CITY. o
CALL: TOLL FREE
1-800-422-4133 q
40 0 40 80
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scale feet a N 1"= 40'
TWO WORKING GAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q OFESS ` - CITY OF TEMECULA Drawing No.
a i°hf ���� Hall & Foreman RECOMMENDED B : -�- '_t DATE: PAdtTMENT PUBIC WORKS o�
_ J-63 - AT TEMECULA, ON MAIN STREET, 100 FEET SOUTH AND ACROSS �o Er 'AMER TAR o .
CONTRACTOR THE STREET FROM THE POST OMCE AT THE FORMER FIRST NATIONAL HORIZONTAL �� t"2 A D,v,s�on of David Evans and A clatea. Inc- PRINCIPAL ENGINEER
BANK BUILDING, SET VERTICALLY IN THE NORTHEAST CONCRETE WALL, 1.5 y >�wAra om-m_= OLD TOWN FRONT STREET PAVEMENT &
FEET NORTHWEST OF THE EAST CORNER OF A DOOR COLUMN AT THE AS SHOWNP. 09-3D-1 PREPARED Y: ACCEPTED BY: DATE: ' STORM DRAIN REHABILITATION PROJECT 08
,.
INSPECTOR EAST CORNER OF THE BUILDING, 2.3 FEET ABOVE THE FIRST CONCRETE
ENTRANCE STEP, AND ABOUT 2.5 FEET HIGHER THAN THE STREET, A �e Cp�u`„ . p� OMAS W. GARCA PW12-14 & PW12-19
STANDARD BRASS DISK STAMPED 'J 63 1927', vERncAL qrF 1� o GAVIN D. POWELL DATE: DIRECTOR OF PUBLIC WORKS / CITY ENGINEER sA
DATE COMPLETED ELEV. 1005.651 FEET 1970 NGVD 29 AS SHOWN OF CA1.1F R.E.E.No. 87187 EXP. DATE 9-3o-1s , R.C.E. No. 48279 _ '°%' SIGNING & STRIPING PLAN STA. 2212+50 TO STA. 223+53 SHT. 8 OF 11 '�
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