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HomeMy WebLinkAbout2101-S P� CHO 0 o -� O z CHARLES SMITH AVENUE EX. R 1 EXIST. R/W EXIST. R/W -EXIST. 8" CURB & GUTTER TYPE "N" r ::WER & W56jam EXIST. EDGE OF PAVEMENT PROP. EDGE OF PAVEMENT C L INT. EXIST. POWER POLE EXIST. POLE W/ REDWOOD HEADER+ 1 IXTH S g 14EXIST. EP 12 CALTS R/W — — - =10+00.00 CHARLES SMITH AVE - - - - - I 13 _ __ _ ____ _ _ _..._. -- - — 1 - - — EXIST. 8" CURB GU ER EXIST. MEDIAN TO REMAIN `S0, g EXIST. POWER POLE - _ — _ _ 9 0 `� z CALTRANS R/W N89'44'S0"E 1 T' 1 �-OST. EDGE OF PAVEMENT 10 C - - - — - - - - - - _ — �- --y - -�---- 168 N - - 11 N89'50'23'E — — — — — EXIST. MEDIAN TO REMAIN T-_ --- _� �-- - - #j -,'- 9 8 N 1 iv L 10 i �- ....._y -.� — _ PROP. A.C. BERM - 6 _ 13 0 `'' - -- -10 7- o _ 50' 6 $I 9 0 4 EXIST. 8" CUB & GUTT R —EXIST. A.C. 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I 40 0 20 40 so SIXTH STREET g CHARLES ( IN FEET SMITH 1 inch = 40 o ft M 1 10 SIGNING..+ STRIPING GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF RANCHO n CUCAMONGA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA (DATED: JULY 2002). 'V PAINT 4" SOLID DOUBLE YELLOW LANE UNE (RPMS) PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133 2. PAVEMENT MARKINGS AND LEGENDS SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD STENCILS. � PAINT 4" SOLID WHITE LANE LINE (RPMS) PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 133 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON A Q PAINT 4" BROKEN WHITE LANE LINE (RPMS) PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 133 Uj CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. RE TO CONFORM TO PAINT TYPE IV (LF) ARROW THERMOPLASTIC PAVEMENT MARKING 5. ALL SIGNS SHALL 8E MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CIN STANDARD DETAIL NO. 139. �5 PAINT TYPE I ARROW THERMOPLASTIC PAVEMENT MARKING N 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR 'CAT-TRACKING' TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. © PROVIDE PAVEMENT MARKING WORD "STOP" & BAR PER CALTRANS STD. DWG. NO. A24D DESCRIPTION OF REVISION CIN � CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINES OF 300 MM (12') STRIPES PER CITY STANDARD DETAIL NO. 1006. Q INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 401A & B DATE APPROVED z 9. ALL CONFLICTING STRIPING AND MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE ENGINEER. PAINT TYPE IV (RT) ARROW THERMOPLASTIC PAVEMENT MARKING UJ 10. ALL PROPOSED SCHOOL SIGNS SHALL $E LIME-GREEN COLOR. CITY OF RANCHO CUCAMONGA 11. AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT INTERSECTIONS WITH 50' SOLID STRIPE AND RAISED PAVEMENT MARKERS PER DETAIL "A" SHOWN HER Q REMOVE EXISTING CONFLICTING STRIPING, MARKING OR SIGN 12. INSTALL BLUE TWO-WAY REFLECTIVE PAVEMENT MARKERS AT EACH FIRE HYDRANT. EON. 10 PROTECT EXIST. STRIPING IN PLACE 11 INSTALL TYPE "K" MARKER SIGNING + STRIPING PLAN 0 12 PAINT 4" SOLID WHITE EDGELINE FOR 13 PAINT 8" SOLID WHITE LANE LINE (RPMS) PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133 SIXTH STREET BENCHMARK: 14 INSTALL TYPE "P" MARKER T ELEV: 1019.706 `NG A L E o CITY OF RANCHO CUCAMONGA 15 PROVIDE PAVEMENT MARKING WORD "STOP AHEAD" PER CALTRANS STD. DWG. N0. A24D PARCEL MAP NO. 16009 a BENCHMARK N0. 10018 FD. 2" BRASS DISK IN TOP 16 PAINT 4" BROKEN YELLOW (TEMP.) TO GUIDE N-S TRAFFIC PER CALTRANS DETAIL 40 YELLOW OF EAST END OF SOUTH CONCRETE END WALL OF ( ) Approved By IN 2 FT. ARCH CULVERT STAMPED "SONS BM DIAL TOLL FREE DATE: N0. 700-26-1968" SOUTH OF ATCLES W S T TOPEKA v FES • CITY ENGINEER 0 SANTA A RAILWAY 0.12 MILES WEST OF RCE NO. 1 nwmlmw�ROCHESTER AVENUE. $.5 FT. SOUTH OF SOUTH RAIL. t 8��-2Z7-2800 a < DESIGNED BY: u �4' s llI' RECOMMENDED: BASIS OF BEARING: AT LEAST TWO DAYS 4a ' I n NO. C 047255 SC BEING NORTH 00'11'08" EAST AS SHOWN AS BEFORE YOU DIGd,;�t _ m (\-JC �P. 12/ai/o7 A DRAWN BY: � F U��O E THE CENTERLINE OF HYSSOP DRIVE PER SHEET RS 36/19 UNDERGROUND SERVICE ALERT � \P 0G E r s 1 Y E E e � � o L� OF L�, OF SOUTHERN CALIFORNIA '4 oCl 1$_,Fo¢a CHECKED BY: 10390 Commerce Center Drive,Suite 200 Rancho Cucamonga,California 91730 DRAWING NO. JC tel 909.581.0676 a fax 909.581.0696 www.fuscoo.com �.J