HomeMy WebLinkAboutButterfield @ Crowne Hill* 18 W41
20 "SIGNAL"
SC,q 20 "AHEAD"
00
_ 40• -
0.0
Ile
-
A �O, •
R/W _ � a
`E;TRACT SIGN2150
21 50' _
BUTTERFIELD STAGE ROAD jtp
------------
CD
50' 750' To EXIST. C/G (TYP.) 17
LIMIT LINE _ 13 -n-
- -I - - - - C4
41 441 �-- -
12
I r-
r r
-- - -- %21
-- ~-- R/W
1
20 "SIGNAL" R/W 50'
RS R 1
20 "AHEAD"
18 W41 18 R 18-2
w 30' 8' 12' 18' 1 8 TYPE IV (RT)
sew
8 TYPE IV (LT)
Q 1
Iss� 1 19
� ' 1
1
I
w 1 6 150'
Z
1
1 � 1
O 1 18 R61-19.1
cc
1 �
EX. RAISED MEDIAN 1 8 TYPE IV (RT)
GENERAL STRIPING NOTES,
8 TYPE IV (LT) 1. STRIPING, SIGNING OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO FIELD
CONSTRUCTION NOTES: INSPECTION AND APPROVAL BY THE INSPECTOR.
2. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE
Q1 INSTALL CENTERLINE STRIPE PER DETAIL 1 (OR 5), CALTRANS STANDARD PLAN A20A. STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING.
Q INSTALL CENTERLINE STRIPE PER DETAIL 22, CALTRANS STANDARD PLAN A20A. 3. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI-INTENSITY GRADE REFLECTIVE SHEETING AND BE
A MINIMUM OF 30" X 30". OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE
3 INSTALL LANE LINE PER DETAIL 9 (OR 12), CALTRANS STANDARD PLAN A20A. REFLECTIVE SHEETING.
Q INSTALL PAINTED MEDIAN PER DETAIL 29, CALTRANS STANDARD PLAN A20B. 4. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT CENTER DELTA OF THE
Q INSTALL TWO-WAY LEFT TURN LANE PER DETAIL 32, CALTRANS STANDARD PLAN A20B.
CURB RETURN, OR BACK OF THE CROSSWALK OR STOP BAR.
5. ALL R1 SIGNS WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS SPECIFIED ON
Q INSTALL CHANNELIZING LINE PER DETAIL 38 (THERMOPLASTIC), CALTRANS STANDARD PLAN A20B. THE PLAN.
a INSTALL BIKE LANE PER DETAIL 39, AND 39A, CALTRANS STANDARD PLAN A20D. 6. ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE CURB RETU N
Q INSTALL TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. OR BEHIND THE WHEEL CHAIR ACCESS RAMPS UNLESS OTHERWISE SPECIFIED ON THE PLAN.
7. THE STOP LEGEND SHALL BE 8 FEET BEHIND THE STOP BAR. IF REQUIRED, DIRECTIONAL ARROWS,
Q9 INSTALL TYPE VII ARROW (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. SHALL ALSO BE 8 FEET BEHIND THE STOP BAR OR 8 FEET BEHIND THE STOP LEGENDS.
10 INSTALL "BIKE LANE" PAVEMENT MARKINGS (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24D. 8. ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALTRANS
11 INSTALL "STOP" PAVEMENT MARKINGS (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24D. STANDARD PLANS: A20-A THROUGH A24-E.
12 INSTALL LIMIT LINE (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY BE INSTALLED ABOVE
THE R1 SIGN OR AS SPECIFIED ON THE PLAN.
13 INSTALL CROSSWALK (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. 10. THE POST MATERIAL SHALL BE "TELESPAR QWIK-PUNCH" OR APPROVED EQUAL WITH RECEPTIVE
14 INSTALL R1 SIGN AND POST PER CITY OF TEMECULA STANDARD NO.'S 403, 404, AND 405. 30-INCH OR 36-INCH ANCHOR ASSEMBLY.
15 INSTALL R26D/R81 COMBINATION SIGN. 11. ALL PAVEMENT STRIPING AND LEGENDS SHALL BE INSTALLED PER SECTION 84.3 OF THE
Q O CALTRANS STANDARD SPECIFICATIONS.
16 INSTALL LEFT EDGE LINE STRIPE PER DETAIL 25A (OR 25), CALTRANS STANDARD PLAN A20B. 12. ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN NOT LESS THAN
17 SANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKERS. 7 DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION.
18 INSTALL SIGN AND POST PER CITY OF TEMECULA STANDARDS. 13. ALL PAVEMENT MARKINGS AND LINES 8 INCHES OR WIDER SHALL BE THERMOPLASTIC UNLESS
DIAL TWO WORKING OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.
BEFORE DAYS BEFORE 19 PAINT RED CURB AS SHOWN.
a YOU DIG YOU DIG 14. ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKINGS (RPM) PER SECTION 85
N TOL L FR EE 1-800-227-2600
@0 INSTALL THERMOPLASTIC PAVEMENT MARKING, PER CALTRANS STANDARDS. OF THE CALTRANS STANDARD SPECIFICATIONS.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING TO REMAIN.
N
DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL �VESS� Designed By Drawn By Checked By DrawingNo.
ca CONSTRUCTION RECORD SCALE o�a ���� RECOMMENDED BY: ,r, TE: v2 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
�yc J.A. J.A. R.K. ,7ZI
m STREET IMPROVEMENT PLANS C �� T '4'S�y )
Contractor ASSESSMENT DISTRICT N0. 159 Horizontal Plans Prepared Under Supervision Of
_ _ No. 20285 '� ACCEPTED BY: DATE: I.oz TRAFFIC SIGNING AND STRIPING PLAN T-
V) BUTTERFIELD STAGE ROAD I 1 � � � Date � 1'%;� Zr HIILUAM G. HUGHES
6
rI Inspector * Exp. 9/30/05 * DIRECTOR OF PUBLIC WORKS/CRY ENGINEER BUTTERFIELD STAGE ROAD
Vertical sl ����`- �� AT CROWN HILL DRIVE
00 Date Completed 1. - 40, �jf OF CA��F � Sheet 6 of 6
rn
R.C.E. No. 20285 Expires O9Z39LO5 R.C.E. No. 36617 Expires: 6/30/2004
0