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HomeMy WebLinkAboutButterfield @ De Portola*i I W m 10 "BIDE" 100 NE" B.L. ARROW < I 5, 9 1 ' 12' 10' ;12' 15� .. 9100'±- (L 18 W74 , 1 17 22 250' i 1 + 1 EXIST. RAISED MEDIAN 50, 50 1 8 1 1 @R18-2 17 A 1 1 tD 215' 11 1 1 24 11 1 06 WA '+` 10' @ W41----�-�-�` 1 � ' 1 � � 17 �. 12 �1 2> � 1 1 aO�S 1 LO 1 RS W17 1 1 �- Q ' 21 (TYP) 1 ', 1 ;3 17 o @ R1 8-2 1� �E, 1 - 1 RSR1�r1 ', ' `E; R2-50 U�� , 24 EXIST C/G (TYP). '\E; R26 �E;R2-40 10 B.L. ARROW 10 LANE" 10 "BIKE" �Q 7 10't \ (23) 10' 13 q Z5'Tv 5 as 7 20' , Q EXIST. RAISED MEDIAN @265 ' 4). i9 lee 24+OQ - 23 3' 20'f r "' 17 17 EXIST. EP (TYP)-•, r - _ _ _ �_' 23,5 950'- Ln a, �U17" O LO �g wy► RS W17 NEW EP- 13 ------------------------- -- 13 + 17 _-_ _---_-�.___ ---- ------------------------------------------ RS R1 TS , GENERAL STRIPING NOTES: F , 1. STRIPING, SIGNING OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO FIELD INSPECTION AND APPROVAL BY THE INSPECTOR. r E'W53 U 2. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE+` `,', 17 STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING. + ,, 6 , 3. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI -INTENSITY GRADE REFLECTIVE SHEETING AND BE NEW EP " (10:1 TRANSITION) A MINIMUM OF 30 X 30" . OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. , ++ 4. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT CENTER DELTA OF THE 1 `� +'}' ti 17 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 ► `, +`+,`+ `,1 THE PLAN. ++ , ' 6 2W 6. ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE CURB RETURN 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, , ++ +++', (200'`` SHALL ALSO BE 8 FEET BEHIND THE STOP BAR OR 8 FEET BEHIND THE STOP LEGENDS. ++ 8. ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALTRANS 8 ' STANDARD PLANS: A20A THROUGH A24E. of 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY BE INSTALLED ABOVE THE R1 SIGN OR AS SPECIFIED ON THE PLAN. , `+ 10. THE POST MATERIAL SHALL BE "TELESPAR QWIK-PUNCH" OR APPROVED EQUAL WITH RECEPTIVE ` ', `++`�+ �8 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 PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN NOT LESS THAN Q O 7 DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. ` + 13. ALL PAVEMENT MARKINGS AND LINES 8 INCHES OR WIDER SHALL BE THERMOPLASTIC UNLESS + `` © OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. OWORKING 14. ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKINGS (RPM) PER SECTION 85 A YSB FORE OF THE CALTRANS STANDARD SPECIFICATIONS. YOU DIG 1 TOLL FREE `1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION RECORD Contractor Inspector Date Completed DATE BY REVISIONS ACC'D DATE SEAL BENCHMARK SCALE -Q��F � 55144 RT Horizontal No. 20285 1 = 40 * Exp. 9/30/05 Vertical J�9 C / V o, F o� 0 1 _. 40' _f C i! 3 8' CONSTRUCTION NOTES: Q INSTALL CENTERLINE STRIPE PER DETAIL 1 (OR 5), CALTRANS STANDARD PLAN A20A. Q INSTALL CENTERLINE STRIPE PER DETAIL 22, CALTRANS STANDARD PLAN A20A. Q INSTALL LANE LINE PER DETAIL 9 (OR 12), CALTRANS STANDARD PLAN A20A. �4 INSTALL PAINTED MEDIAN PER DETAIL 29, CALTRANS STANDARD PLAN A20B. Q INSTALL TWO-WAY LEFT TURN LANE PER DETAIL 32, CALTRANS STANDARD PLAN A208. Q INSTALL CHANNELIZING LINE PER DETAIL 38 (THERMOPLASTIC), CALTRANS STANDARD PLAN A20B. Q7 INSTALL BIKE LANE PER DETAIL 39, AND 39A, CALTRANS STANDARD PLAN A20D. ® INSTALL TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. p9 INSTALL TYPE VII ARROW (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24A. 10 INSTALL "BIKE LANE" PAVEMENT MARKINGS (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24D. 11 INSTALL "STOP" PAVEMENT MARKINGS (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24D. 12 INSTAL LIMIT LINE (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. 13 INSTALL CROSSWALK (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24E. 14 INSTALL R1 SIGN AND POST PER CITY OF TEMECULA STANDARD NO.'S 403, 404, AND 405. 15 INSTALL R26D/R81 COMBINATION SIGN. 16 INSTAL LEFT EDGE LINE STRIPE PER DETAIL 25A (OR 25), CALTRANS STANDARD PLAN A20B. 17 SANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKERS. 18 INSTAL SIGN AND POST PER CITY OF TEMECULA STANDARDS. 19 PAINT RED CURB AS SHOWN. 20 INSTAL THERMOPLASTIC PAVEMENT MARKING, PER CALTRANS STANDARDS. 21 PAINT 12" SOLID WHITE CHEVRON 0 12'O.C. 22 PAINT 8" WHITE LANE DROP STRIPE, PER DETAIL 37B. 23 PAINT 4" SOLID WHITE LANELINE STRIPE. Q INSTAL "SIGNAL AHEAD" PAVEMENT MARKINGS (THERMOPLASTIC), PER CALTRANS STANDARD PLAN A24D. '�E; EXISTING TO REMAIN. BUTTERFIELD STAGE ROAD as 17 25+00 4 26+QQ - W41 EXIST C/G (TYP) Ln 24 C2� EXIST. RAISED MEDIAN --- --- + + + 450' TO 50' -- - -- - -- n --X-WALK ^T _ 'U-i--------------- -R/W_- / (E ' R2fi (\,E , R2-55 R1/ p4� - + �� o lam'► �--n ..e�i1 11[11� ��� m i na 90't OG � �v �U TAN12+62•Or�f Designed By Drawn By Checked By J.REJNIAK J.REJNIAK R.KAHN RECOMMENDED BY: DATE: _ p Plans Prepared Under the Supervision of: engineering ACCEPTED BY: DATE: �3 RONALD J. PARKS group, inc. ROBERT KAHN R.C.E. No.20285 DIRECTOR OF PUBLIC WORKS TRAFFIC ENGINEERING - DESIGN SERVICES R.C.E. No. 19744 Expires 09/30/200b 20201 S.W. Birch Street, Suite 250 • Newport Beach, CA 92660 Date O Phone: (949) 474-0809 Fax: (949) 474-0902 Exp. 0 0 SCALE: 1 " = 40' 10 50 20 40 60 STR�P�N� 6+p3. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TRAFFIC STRIPING AND SIGNING PLAN BUTTERFIELD STAGE ROAD AT DE PORTOLA ROAD Drawing No T-3 Sheet 3 of 3