Loading...
HomeMy WebLinkAbout4960-5SEE I-15/DUNCAN CANYON ROAD INTERCHANGE PROJECT STRIPING IMPROVEMENTS (EA 08 -OH 1 304 ) 39 1 1) R3-7 "D" 617+00.00 38 12.00" Lt 9 BC `n N 1 2 2 8 Ln - - - N -ci I-- - - - - --------- N 61 3 -------- ---- --- �' 61 4 61 5 61 6 61 7 618 612 _ _ ____ __ ___._ ._. - 1 2 2 7 B j --N - - - - - - - - - - - - - - - - - - - - - - - - - Z/ _ _ 27B -77- 1 1 R2-1 4 SMPH Ln 4 5 : TAPER 1 - - - - 38A DUNCAN CANYON @ 20'O.C. ROAD Exist CL LEGEND EXISTING TRAFFIC DIRECTION --- MERGE LANE TYPE IV (R) ARROW 15 SQ FT ............................................................................ ROADSIDE SIGN SINGLE POST 3 EA ....................................................... XX PAVEMENT DELINEATION THERMOPLASTIC i ;i i - SEE I-15/DUNCAN CANYON ROAD INTERCHANGE PROJECT STRIPING IMPROVEMENTS (EA 08 -OH 1 304 ) 39 1 1) R3-7 "D" 617+00.00 38 12.00" Lt 9 BC `n N 1 2 2 8 Ln - - - N -ci I-- - - - - --------- N 61 3 -------- ---- --- �' 61 4 61 5 61 6 61 7 618 612 _ _ ____ __ ___._ ._. - 1 2 2 7 B j --N - - - - - - - - - - - - - - - - - - - - - - - - - Z/ _ _ 27B -77- 1 1 R2-1 4 SMPH Ln 4 5 : TAPER 1 - - - - 38A DUNCAN CANYON @ 20'O.C. ROAD Exist CL LEGEND EXISTING TRAFFIC DIRECTION --- MERGE LANE TYPE IV (R) ARROW 15 SQ FT ............................................................................ ROADSIDE SIGN SINGLE POST 3 EA ....................................................... XX PAVEMENT DELINEATION THERMOPLASTIC IID" 613+77011 38.009 Rt / Beg 45:1 TAPER i "Dj 613+67,11 MATCH LINE Beg IMPROVEMENTS m a N "'619 "' I'D" 619+92046 23075" Rt9 AP End 45:1 TAPER "DI' 619+67058 1 2.00" Rt 9 BC DUNCAN CANYON ROAD CONSTRUCT ION NOTES AND QUANTITY ESTIMATE o INSTALL ROADSIDE SIGNEA S SINGLE POST......................................................2 AS SHOWN ON PLANS. FOR INSTALLATION REFER TO CITY OF FONTANA STD PLAN NO. 4003 12 LANE LINE..................................................................................................520 LF 27B RIGHT EDGE LINE 2,199 LF ...................................................................................................................... 28 DOUBLE LEFT EDGE... .MEDIAN ... .. ..........1 9991 LF 38 CHANNELIZING LIN.E....................................................................................................74....LF 38A CHANNELIZING LINE 120 LF 39 BIKE LANE LINE 74 LF TOTAL 49978 LF IIDII 620+97.58 10. 57' Lt 9 PRC R=2000" R=2000' � R/W 622 �-- R /W ''DI'' 621+45-65 3.53' Rt 9 EC 0 20 40 80 120 160 SCALE: 1 11 = 40' N I N I'D" 623+62.57 EC 624 625 "D" 623+62.57 END Temp IMPROVEMENTS i IID" 613+77011 38.009 Rt / Beg 45:1 TAPER i "Dj 613+67,11 MATCH LINE Beg IMPROVEMENTS m a N "'619 "' I'D" 619+92046 23075" Rt9 AP End 45:1 TAPER "DI' 619+67058 1 2.00" Rt 9 BC DUNCAN CANYON ROAD CONSTRUCT ION NOTES AND QUANTITY ESTIMATE o INSTALL ROADSIDE SIGNEA S SINGLE POST......................................................2 AS SHOWN ON PLANS. FOR INSTALLATION REFER TO CITY OF FONTANA STD PLAN NO. 4003 12 LANE LINE..................................................................................................520 LF 27B RIGHT EDGE LINE 2,199 LF ...................................................................................................................... 28 DOUBLE LEFT EDGE... .MEDIAN ... .. ..........1 9991 LF 38 CHANNELIZING LIN.E....................................................................................................74....LF 38A CHANNELIZING LINE 120 LF 39 BIKE LANE LINE 74 LF TOTAL 49978 LF IIDII 620+97.58 10. 57' Lt 9 PRC R=2000" R=2000' � R/W 622 �-- R /W ''DI'' 621+45-65 3.53' Rt 9 EC 0 20 40 80 120 160 SCALE: 1 11 = 40' N I N I'D" 623+62.57 EC 624 625 "D" 623+62.57 END Temp IMPROVEMENTS