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HomeMy WebLinkAbout3333-1REMOVE EXISTING STRIPING SIERRA K ; PARKWA, © WEST SIDE E= , E (_ 63 67' 3 180 L.F. 60:1 TAPER COORDINATE STRIPING AT SIERRA I I} 64' I 29' i SCALE: 1 " — 40' 77- LAKES PKWY WITH CASMALIA AVE 7n 16' ' 12' � 12' 12' 2'4113 16' ` ` 26' F _REMOVE EXISTING STRIPING (0 WEST SIDE Z _ _ J a (CALTRANS) AND STATUS OF TRAFFIC. cc ' - z - - - - --_ _ _ w P SIGNAL INSTALATION ! \ d - J = _ _ _ _ J x ST `IPI ER G ? 757 ' '` t O 0- -' Q cr _ _ c� _ h EX. CALTRANS R/W r" / I 0 3 # i i \ P y� 'I- O w -- - - _ c9 Q% Q V) OD Q� --� { l - !r• _ t t\ .d -- 13- P IST R1: Ii .-..-.W I. -_ -..-..-00- --x N .. A 04 +0 .� IX Z _ _ I �� _ _ _ J rrf r = mss.-etrec_��-s.-;+ Y,fa- M Z - ,- \ _..: R _ wwUJI _.._._._____ EX C _._ mY _ - — — —. —.. __ __ ____ _. r� __OO W p d — ____.._ r _ __ 1 I I __. _.. _ r- ____ La co y. rcjNC&G i co o 4 m _ N d- i Q N U o z 43 ___ ____ . ___ _- V) } w w w TEMP 41 ' MEDIAN CURB �"r- -m N -}— - - - - -- 2 3 — O 26 Z Z 87 I 8 29 30 _ --- ,p �\ 35 36 _ L-270 N o �- - --- We -- ��� ,»J - �` - _.- - - m N 1O F— Nlu �= _ MEDIAN o , N 04X 4 N r N EX. C&G N L=111 ' L=50' _.. 7 w.____. _. 6 �� y�_ �,,J!�^�,,,� Z EX. C&G EX. C&G Lo - _. • EX. AC BERM �` I o r r U) p x . w - .4 _. I A. w FUTURE ' °- t° EX. CALTRANS R/W 0- C4 v rW _h Z� W _._... M Q U to C` f d Y R/W —� W ._. z RAMP a m `- _ O� I t m U~ W 00 04 w PROP. R/W ` /g Y fig a- d z Q 04 q L3 W co N cn to N U 3� C2 N 00 I 1 In O h I N w ` ' i p F— +° Q �' + '�'� o+ 00 + STRIPING BY OTHERS ;I ��' N ~ I I N M 3L X17 5 I, 5` . ,. �: p F P7 g4 € z F U U 120 L.F. TRAN ITION = "` '' I �I 000 I W 3; M 0 REMOVE E (STING STRIPING EAST SIDE J CALTRANS R I 120 L.F. TRANSITION R/W 16 134 12 12 12 12 16 o o M s 00 re) 413 L.F. 2.6:1 TAPER Q 1 ° 1'� 9 64' 1,12' d a.i ro 00 PRT'N 204 L.F. E US TURNOUT a 4t ) f 11 vIt 56' 65 IOFFRAMP I I# / LTRANS R W WESTBOUND A N UE; rh� RA tt SIGNING AND STRIPING GENERAL NOTES CASMALIA 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE SIGNING AND STRIPING NOTES: PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1 2002. 40 REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN 51 INSTALL STREET SIGN ON STREET LIGHT AS NOTED ON PLAN 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 41 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 29 52 APPLY DIRECTION ARROWS & PAVEMENT MARKINGS AS SHOWN PER DETAIL A24 SCALE: 1 " = 40' 3. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 42 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22 APPLY 4" DASHED WHITE WHITE LANE LINE EXTENSION PER DETAIL 40A. —7 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE 43 APPLY 8" SOLID WHITE STRIPE PER DETAIL 38, MODIFIED TO REPLACE TYPE G 54 APPLY 4" SOLID WHITE RIGHT EDGLINE DETAIL 27B APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS MARKERS WITH TYPE C MARKERS. SCALE IN FEET PER SECTION 85. 0P PROTECT IN PLACE 0 40 80 120 4�4 APPLY 4" SOLID WHITE STRIPE, MODIFIED TO REPLACE TYPE G MARKERS WITH in 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS WITH TYPE C MARKERS. SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. 45 APPLY 12" WHITE STOP BAR OR CROSSWALK REMOVE EXISTING STRIPING 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139. 46 APPLY 4" WHITE SKIP LANE LINE PER DETAIL 12, MODIFIED TO REPLACE TYPE WEST SIDE REMOVE EXISTING STRIPING 180 L.F. 60:1 TAPER G MARKERS WITH TYPE C MARKERS. d � WEST SIDE 7. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC a 120 L.F. TRANSITION d CONTROL AT ALL TIMES. 47 APPLY 8" LANE DROP MARKINGS PER DETAIL 37B � w w 8. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG „ � z 0- APPLICATION. 49 APPLY 4 DOUBLE YELLOW STRIPE PER DETAIL 28 qQ Q t- U z � U � w Q w 50 INSTALL STREET SIGN ON POST AS NOTED ON PLANw 0 o Z O p ¢ 9. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STANDARD DRAWING NO. 1006. rn N w o oF- og /W 1 p0 Z 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED IN TWO SEPARATE COATS. A FINAL COAT IS + m a+0 �+ W TO BE APPLIED BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST COAT EX_ R/W U M 17 m G50---..-..-..-.. 1 ..-..-..-..--------•------._..-..-..-..-..--µ----------.--..-.---------.-..-..-..-..-..-..-------------.- _- - _-._.__�---------------------_.��_----- ---- -- ----- ------------'_----._.__------- _ G27-3. P W41-_.___ N _. _. w. a, �`- EX. C&G - rn LU 04 00 � 4 N 6 jTj__ It - N 6 i� - o- - - - - - - - - - - - - - - - -- - r- or - - - - - - - - -------------- I- = Z_ - .- r.: _. 37 - 38 a39 40 O f - 41 42 43 44 n 45 �46 47 48 - rn C&G I C&G _ cq O yF I N _Y o — _ - d m N � I N ° O m o W Da) w EXIST. FENCE -1 11 co 0 co N 30 co NN a co N OOTECT � p NII � 0C14 3 3 Ix 10 0U 0U IST. DU P ACCESS + ODoo W/ CLOSEC.L. GTE + cz m NOT INRECOM0 DR °'E 120 L.F. TRANSITION PRT' 204 L.F. DUT BUS TURNOUT ESE REGI DR4Y'I44t�S H}t __PA LNLA SIERRA DRIVE 120 L.F. TRANSITION R ., GIN 'E BASiS (F Sh081�O+d '��AM J40 j URNISHE 33Y OTHERS. 734E ENGINEEr WILL NOT BE ESPONSI E FOR ANY ERRORS OR OfiIsSIOPd s Y4MICH AV 1z IN LZ AVE BEEN INCORPORATED INTO THE DOCUMENTS AS RESULT HEREOF. sn J:\661-1404\streets\trafl .dwa. Plot. 08/23/2003 08:18:32 AM. fs