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HomeMy WebLinkAbout1203-S PO51 MILES SNE E Z T OTAL DIST COUNTY ROUTE T PROJECT SHEETS VIII S.B. 30 II II 40' 40OWN I ' 4 DEPUTY DISTRICT ENGINEER �_ �4• DISTRICT VIII * -' APPROVED _.. W o � W z ?- I SCALE 1"=20' uj x Q W PAINT 24d OF 4" WHITE LANE LINE v P.P.*23/ottoO415 110' TRANSITION R/W R1 N CONST. 4 A.C. OVER 4"A.B. PAIN? ARROW EX.SMP BAR _ `EX.4_1 PE tR / e. ' REMOVE IOT EXIST. 4" WHITE STRIPE AND PAINT 108'OF _ _ REMOVE 110' EXIST. 4" WHITE STRIPE M a? 8"WHITE CHANNELIZATION STRIPE in EXIST, DBLYELLOW pt.8"W.STRIPE REMOVE t20' EXIST DOUBLE YELLOW CENTERLINE �� - - - --- ------_-- -- �--- - -- - �-EX.08L.YELLOW C4 _ - _ a REMOVE EX.ARROW AND PAINT ARROW _ now -- - - L PAIN` lOB' DOUBLE YELLOW CENTERLINE PAINT 112' DOUBLE YELLOW CENTERLINE TRANSITION - HIGHLAND AVENUE'� . �xrsT g'W.STRIPE I - U. STOP BAR 1 r IP XIS�T: G. G. C-: I Rm Z GENERAL NOTES _ L ALL SIGNING STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE `TRAFFIC MANUAL," PUBLISHED BY THE STATE OF CALIFORNIAN DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS. ! e. THE EXACT LOCATION OF ALL SIGHS SHALL, $E DETERMINED IN THE FIELD BY THE I ENGINEER. I 44' 40' S. ALL. STRIPIVE; SHALL. BE "CAT TRACKED' AND APPROV _B BY THE ENGINEER PRIOR too TO FINAL. STRIPING.lei � a 4. ALL CONFLICTING SIGNING AND STRIPING SHOWN OR NOT SHOWN ON THE PLANS SHALL.. BE REMOVIED BY THE CONTRACTOR. S. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER OlgL.Y FOR THE HIGHLAND AVENUE CONVENIENCE OF THE DEVELOPER. THE DY CONTRACTOR SHALL MAKE HIS ON DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUIBM)TTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 18 NOT SPF-CIF ICALLY LISTED IN THE SUBJECT TO CAL-TRANS APPROVAL. (STATE HIGHWAY 30� ESTIMATE OF QUANTITIES SHAD, 13E CONSIDERED AS INCLUDED IN THE OTRER ITEMS OF WDRK; f I i i - 9!4' t4' 4 8' 4"HoR1 i � &51 7 17' 7 s.s' ESTIMATED MA QUANTITIES NTITIES s STRIPE AND PAVEMENT MARKING REMOVAL SUMMA 8" WHITE 2:6„ NQ DESCRIPTION QUANTITY SQ, F'[-. 1 4" STRIPE AND MARKERS 210 LF. bD 0112 TWO-WAY LEFT TURN STRIPE AND MARKERS 220 L.F. 0 �� tj 4"YELLOW a ONN E-- ITE WAY CLEAR '-4"RADIUS 3. TURN ARROW I EA. 7 4 mW� TWO-WAY YELLOW REFLECTIVE MARKER 24' 24 I"VER . REFLECTIVE MARKER I-$ STRIP AND PAVEMENT MARKINGS SUMMARY `-' 7 � �;THROUGH TRAFFIC I. TURN ARROW I EA. a. 4" STRIPE 240 L.F. 3. 8" STRIPE 108 L,F. DOUBLE YELLOW CENTERLINE LANE LINES CHANNELIZATION STRIPE 4 DOUBLE YELLOW SPRIPE 2201,.E TRAFFIC STRIPING & FAVEMENT MARKERS PAVEMENT MARKINGPAVEMENT MARKERS 1. ONE-WAY CLEAR I ! EA. 2 TWO- WAY YELLOW 20 EA. 3, 4"A.C. 2000 4. 1 4"A.B. 2000 DESCRIPTION OF REVISION DATE] APPR. CITY OF RANCHO CUCAMONGA - STREET IMPROVEMENT PLANS ST RI P 114 PLAN HIGHLAND AVE. AT ETIWANDA AVE. orTAtE H 16NWAY!O) TRACT 12 870 APPROVED BY DATE Q�o�E�s�o�,1 CITY ENGINEER R.C.E. 0. 22397 Mo,�z� DESIGN ASSOCIATED ENGINEERS RECOMMENDED vQ� 'p2 R W Q N 316 EAST E STREET n No. 36926 DRAWN P.O. BOX 9419 SHEET Exp. 6-30-86 * ONTARIO. CA. 91761 cly\�. �� (714) 986-5818 OF _��_._ - +,f 0f cA``�o� � CHECKEDDRWG. R.C.E.w2f.W.&IM182 NO' 1A DATE 3-3- If-FILE NO,,- 84-215- _� Z 03' A