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HomeMy WebLinkAbout4984-33Airport Drive Etiwanda Ave 600' CURB TAPER 200' 14 W9-1 2 14 R26(S)(CA)R4-1 14 4 14 R26(S)(CA) 14 W4-2 s Drive Way 4 4 2 4 R26(S)(C -- Driveway RAW 2 Driveway 17 --- _ - - ......................... _ _. _ 1......R4....7/TYPE K(CA)............................................. cr_/� — — — R6 1(Rt) N JOIN EXISTING STRIPING STA. 0-15 CURB — — -a:BEGIN — — — — — °; — — — _ — ' 18 _ 6 io' � N _ �, — — _ — — — — — — — — 100' TAPER o -- — - - — 6 1 R61C - 1' C-4 1 -1 +oo _ o+oo — — +00 2+00 CITY OF ONTARIO 3T--� 00 - 4+00 - _ - 5� oo _ - 6+00 - 7+o -f o � _ _ � - _ _ _ - _ _ _ r - go 1 +00 N _ 7 `v CITY OF FONTANA N TYPE IV(L) 5 N TYPE IV(L) 5 ' - — — — — — — — — — — — — — END TAPER r _ 'n - - i 19 17 Ln c`flo 100' --�► I i•, JOIN EXISTING STRIPING STA. 1+40 N ' c0 ...... . ..... ....... /// ....... . ........ ............ ............... CURB , -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - -- -- -- -- + R W 8 2 15 5 18 ` / 14 R61C TYPE IV(R) 3 195 �\ 5 ; Drl Ve Way R26(S)(CA) 15 15 \ \ TYPE IV(R) h h ' R14-1 R4-7/ 15 R26(S)(CA) 14 \� 2 SEE SHEET 1 FOR STRIPING TYPE K(CA) R3-7/ R26(S)(CA) �3 195' 15 R26(S)(CA) AiTport Drive SCE EASEMENT , EtjTw-anda Ave 14 R61D C TYPE IV(R) 14 R26(S)(CA)/R3-7 TYPE IV(R) IJ 1 ®vl� r A V e 11 (.0 e 5 ( ) N (D I �J TYPE 1 V L 5 300' ' 3 180' TYPE IV(R) 5 TYPE IV(L) 2 17 TCURB 14 R4-7/TYPE K(CA) W6-1 14 7 5 2 3 /Z h h W9-1 V SEE SHEET 1 FOR STRIPING Slover,Avenue SIGNING AND STRIPING GENERAL NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALLCONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 3. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, AND CITY OF ONTARIO, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 5. TWO WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY OF FONTANA TRAFFIC ENGINEER (909) 350-7610, CITY OF ONTARIO (909)295-2155 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS. 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY OF FONTANA STANDARD DETAIL 4003. FOR 5' WIDE SIDEWALKS LOCATE SIGNS AT BACK OF WALK. 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10.CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON PLANS, PER CITY STANDARD DETAIL 1003. 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY TRAFFIC ENGINEER. 12.ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13.SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G MARKERS ON, DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 14.BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. APPROVED CITY OF ONTARIO I\ BRIDGE DECK 14 3 EA. TYPE F + 0° z CLASS 2 DELINEATORS it �►- w Z ® 75' O.C. (TYP) ,Z w Q .�: m F— i ON! I SIGNING AND STRIPING CONSTRUCTION NOTES: Q1 WET SANDBLAST AND REMOVE ALL EXISTING STRIPES AND PAVEMENT MARKINGS. n2 INSTALL 4" LANE LINE OR (50' SOLID LANE LINE AT INTERSECTION) WITH RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A20A, DETAIL 12. n3 INSTALL 8" WHITE CHANNELIZING LINE PER STATE STANDARD PLAN A20D, DETAIL 38. ® INSTALL TYPE VI -LANE DROP ARROW AT 100' O.C. PER STATE STANDARD PLAN A24A. a INSTALL TYPE IV (L OR R) PAVEMENT MARKING ARROWS PER STATE STANDARD PLAN A24A AS INDICATED. © INSTALL 4" DOUBLE YELLOW LINE WITH RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A20A, DETAIL 22 OR SiOP DETAIL 29 AS SHOWN. n7 INSTALL 12" WIDE SOLID WHITE CROSSWALK OR LIMIT LINE PER CITY OF FONTANA PLAN No. 1006. ® INSTALL TWO-WAY LEFT TURN LANES PER STATE STANDARD PLAN A20B, DETAIL 32. ag INSTALL 24" WHITE STOP LINE PER CALTRANS MUTCD FIGURE 88-6(CA) 15' CLEAR OF CLOSEST`TRACK. 10 INSTALL RAILROAD CROSSING SYMBOL PER STATE STANDARD PLAN A24C. 11 INSTALL PAVEMENT MARKINGS WORDS PER STATE STANDARD PLAN A24D OR A24E AS INDICATED. 12 PAINT 4" WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS PER STATE STANDARD PLAN A20D, DETAIL 40. 13 INSTALL 4" WHITE RIGHT EDGELINE PER STATE STANDARD PLAN A20B, DETAIL 27B. 14 INSTALL ROAD SIGN AND POST AS SHOWN. R61 SIGNS USE 2-4"x6" WOOD POSTS. 15 RELOCATE EXISTING ROAD SIGN AND/OR POST AS SHOWN. 16 REMOVE EXISTING SIGNS. 17 INSTALL TYPE "H" RPM'S PER DETAIL 26. 18 INSTALL TYPE 1 (18') ARROW PER STATE STANDARD PLAN A24A WITH 100' SPACING. 19 INSTALL ,12" WHITE DIAGONAL LINES AT 30' O.C. AS SHOWN. SHOULD CONSTRUCTION OF THE REQUIRED TA. 19+00 R61 -C(93"00") ONLY VA ONLY ONLY ONLY ONLY ONLY R61—D(7911x30") QTS LEGEND i EXISTING TA. 19+00 R61 -C(93"00") ONLY VA ONLY ONLY ONLY ONLY ONLY R61—D(7911x30") QTS LEGEND EXISTING PROPOSED PAVEMENT ARROW STREET LIGHT LUMINAIRE F ROAD SIDE SIGN TRAFFIC STRIPE OR MARKING S1 SiOP PAVEMENT LEGEND SS -2 North 1"= 40'