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1408-S
KENYON WAY SEE SHEET 2 OF 2 FOR DETAILS 7 „ HIGHLAND AVE I - - I I I EXIST. R/W �/ I - - - — - EXIST.c c II I � i 1 - -- -- -- -- -- -- -- -- - -- RP -120' TO REMAIN f 75'__ 1► `v I ED -MEDIAN--I - - - �- --- --------------- ------- ra ry P 5 tl 345' TO X`WALK 172' TO X�WALK _ I ---- --- ------ I -- -- -- -- -- -- -- - -- -- -- XISTIN -- -- -- — P 8 150 RM ,' L�� � P 2 N I I ---------------------- -- - --ice - I L- EXIST. C do G _ i° P 2 �- I P 5 ��, ���. I - - - - - - - - IP 4 - �= =-� - _ I I - - - - - - - - - �\ ---_ /% W74 1 P 5 Z '� - R18� - - - - - - - - - — LE1 —� I I - - �� I IP - - - IF' \ - R2 EXIST.) IP PROP. R/W - - - - RL \� W41/R26(S)(EXIST. 1 k RELOCATE R181(RT)(EXIST.�, �I �I I41 T R LOG Ep TO SEPARATE POST. II I II (w °g� a ,� IP MILLIKEN AVENUE II III II lil STRM G, $ICK 'G AND PAVEVF, NT MARKING LFGFND IFOR THIS SIR( ET ONLY( ESTIVATE STRIM40, 9110"WO AND PAVIFI_*FIST MARKwo allANmTi s © PAINT 1O 4" DASHED YELLOW CENTERLINE (7' STRIPE - 17' GAP) (CITY STD. #407) a DASHED YELLOW CENTERLINE (7' STRIPE - 17' GAP) (CITY STD. #407) = 350 LF. RP REPAINT EXIST. 2� 8" CHANNELIZATION WHITE UNE (CITY STD. #407) G' CHANNELIZATION WHITE UNE (CITY STD. #407) = 730 LF. RM REMWET OVE �DBLSTRIPE NE O 4' SOLID YELLOW BARRIER STRIPE (CITY STD. #407) If SOLID YELLOW BARRIER STRIPE (CITY STD. #407) = 100 LF. IP INSTALL POST do SIGN (AS INDICATED) O4 12" SOLID WHITE STOP BAR 12" SOLID WHITE STOP BAR 90 L.F. ❑I INSTALL SIGN (AS INDICATED) 5O ARROW PAVEMENT MARKING (LEFT, RIGHT OR STRAIGHT) ARROW PAVEMENT MARKING (LEFT, RIGHT OR STRAIGHT) 6 EA. (PAINT) 3 EA. (THERMOPLASTIC) RL RELOCATE EXIST. EQUIPMENT © "STOP" STD. PAVEMENT MARKING (WHITE) -STOP' STD. PAVEMENT MARKING (WHITE) = I EA. (PAINT) 3 EA. (THERMOPLASTIC) ® AK APPLY THERMOPLASTIC O7 11" DOUBLE YELLOW BARRIER STRIPE (CITY STD. 1407) 11' DOUBLE YELLOW BARRIER STRIPE (CITY STD. #407) 210 L.F. ® 8" LANE DROP STRIPE (3' STRIPE - 12' GAP) (DETAIL 37) (CALTRANS STD #A20-C) G' LANE DROP STRIPE (3' STRIPE - 12' GAP) (DETAIL 37) (CALTRANS STD #A20-C) = 250 LF. �® "AHEAD" STD. PAVEMENT MARKING (WHITE) R1 do POST 1 EA, R18 do POST 7 EA. KENYON WAY R61-19.1 a POST = 1 EA. SEE SHEET 2 OF 2 W74 a POST = 1 EA FOR DETAILS R26(s) = 6 Ek TYPE 'd' MARKER 30 EA. TYPE "G" MARKER = 40 EA. W414 POST = I F.A. IP &W17 & POST � ' IEA. R &AHEAD" STD. PAVEMENT MARKING (THERMOPLASTIC) I EA. 4 — _ r _co Q1 P 3 - - � G _ ��� � _ R26S / _ cNv —� IP R18(RT) - R26 - - / J- I R26(S) - � 160' P 7 - r? EXIST— t PROP. 50, P 5 car P 5 11 O w yea 1 /W C d; G - P 1 p 2 p 2 E *OA A g 4 - - _ _� _ �- j A 5 P 100' OD R26 A - a Rt�F� (S) � � IP R18(RT) IP R26(S) I R26(S) IP R61-19.1 ® REVISE pp CAL-T?AA 19 RE U/�4ENtEitr7S r �' '_ 5.16 9/ 400' TO STOP BAR PLACE od v�0. sea Q YL ,e ql ESTIMATE RFI OVAL QUANTITIFS DESCRIPTION OF REVISION APPR. DATE olSS� I' DASHED YELLOW CENTERLINE (7' STRIPE - 17' GAP) (CITY STD. #407) = 150 LF. Q``Oe D� 8Ile CITY OF RANCHO CUCAMONGAy� Ir CHANNELIZATION WHITE UNE (CITY STD. #407) = 150 LF. STOP" LEGEND MARKING = 1 EA. No. 18 '° STRIPING S SIGNING PLAN 12" SOLID WHITE 35 L.F. ��} jRAFf ��* MILLIKEN AVENUE " qrf OF CA1.�E�� WOODRUFF PLACE UMTT:FROM KENYON WAY TO HIGHLAND AVENUE awforgrn[lnd serv/ce zort APPROVED BY D E PU 1 Y _ DATA - P3-10— CITY ENGINEER C� R.C.E. NO. 31979 Call, TOLL FREE _ - o DESIGN =G= J.F. DAVIDSON REC M QENDED 11 - 800 OMA1KTO J- _-0 ASSOCIAI M, INC,422 - 4133 DRAWN 3426 TENTH STREET SHEET K.T.O R71)683-02 9CA 2502 FAX (714)686-5807 OF Z CHECKED NO. 1$ DRAWING NO. 7 TO WORKING DAYS BEFORE YOU DIG ATE 7-11-50 FILE NO. $810722 - S PI?OJEc i SHEET NO Co qc 7 w O I w I I MILLIKEN AVENUE SEE SHEET 1 OF 2 IJ FOR ETAIL J 1 /J ' ❑1 R26(S) _ EXIST. R I R26(S) - - - - /�� ! R R1 . ❑ RM P 2 '� P 5 ,04 PROP. C do G -----_ ❑I 6(S) - o' GAP P 3 WOODRUFF PLACE El R18(RT) P 5 - _ _ 1 ^� P 5 P 5 SEE SHEET 1 OF 2 _ _ _ - - - - - - - - - - -