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HomeMy WebLinkAbout2205-S57+00 `--EXISTING CENTERLINE STRIPING TO BE REMOVED F BETWEEN, S A IIaNS 57+29.61 AND 4,2I-97.99 kiu ,.r BENCH MARK If 1111Iwo] 2:;1.11kiIn[ 1Ra7_18ACeffiNk `1:E3I CHISELED ■ " SOUTH END RETURN SOIFTA WEST CCRNER CARALPA STREET AND EAST 1389.968 SOILS ENGINEER PATEL & ASSOCIATES, INC. P.O. BOX 1121 VICTORVILLE, CALIFORNIA 92393 ATTN: RAMESH B. PATEL, P.E. PHONE: (760) 246-1436 FAX: (760) 243-1471 LIMITS OF STRIPING IMPROVEMENTS INSTALL SIGN ON INSTALL SIGN ON STREET LIGHT POLE STREETPOLE 133 4—INCH SOLID WHITE 59+00 ®+00 RN LANE mm ABBREVIATIONS GENERAL DELINEATION NOTES A.C. ASPHALT CONCRETE B.C. BEGIN CURVE 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL B.W. BACK OF WALK GRAPHIC SCALE CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL 20 0 10 20 40 CATCH BASIN ® INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CALTRANS STANDARDS AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133 , UNLESS OTHERWISE APPROVED OR C.B. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STD. SPECIFICATION 8010-21C-19 AND DIRECTED BY THE CITY ENGINEER. C.F. CURB FACE C.L. CENTERLINE 2. PROCEDURES FOR PAINTING OF STRIPING AN PAVEMENT MARKINGS AND INSTALLATION OF DEP. DEPRESSION PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS E.C. END CURVE CONSTRUCTION AND THE FOLLOWING PROVISIONS. E.D. EDGE OF DRAIN 61 REMOVE EXISTING SIGN a. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS E.G. EXISTING GRADE OTHERWISE NOTED. E.V.C. END VERTICAL CURVE b. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET F.F. FINISHED FLOOR "W31 (CA)" - END "R5-1"- DO NOT ENTER SANDBLASTING, "R26 (CA)" - NO PARKING "R3 -5R"- RIGHT TURN ONLY CLIENT a SUFFICIEN CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE F.G. FINISHED GRADE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F.H. FIRE HYDRANT "W1-1" - CURVE ARROW "R7-9"- NO PARKING BIKE LANE "W3-1"- "WI d. ALL CONTROL POINTS AND SPOTTING REMOVES DURING SANDBLASTING SHALL BE REPLACED F.L. FLOWLINE PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. F.S. FINISHED SURFACE e. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY G.B. GRADE BREAK "R81B (CA)'- END TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND G.F. GARAGE FLOOR 91730 MARKINGS. H.P. HIGH POINT f. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL H.R. HEIGHT OF RETAINI WALL EXISTING STREET LIGHT BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS I " * WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. INV. INVERT ELEVATION ION ., g. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS M.H. MANHOLE WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY P.V.C. POLYVINYL CHLORIDE ENGINEER. R.C.P. REINFORCED CONCRETE PIPE h. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS RNV RIGHT OF WAY AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. T.C. TOP OF CURB 1. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY T.F. TOP OF FOOTING AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. T.G. TOP OF GRATE 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO, 401-A. T.P. TOP OF PIPE T.S. TOP OF SLOPE 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. T.W. TOP OF WALL T.R.W. TOP OF RETAINING WALL W.W.M. WELDED WIRE MESH • ri II OFF: 1 STA: 60+70 OFF: 18' LT 61+00 M x STA: 2+40 OF :18 LT Ask 63+00 T INTO EXISTING STRIPING:' EXISTING CENTERLINE° STRIPIN TO BE REMOVED I ETWEEN STATIONS �� ca Al AKIn 90 -i -Q-7 00 \\Server\pro j\207073-100\Streets\207073--100 ST03,dwg . 4/3/2008 2:26:17 PM PD- `--EXISTING EDGE OF PAVEMENT VICT01?11" %W)l TI?EEI STRIPING LEGEND GRAPHIC SCALE SNUMBER IN CIRCLES INDICATED DETAIL NO. IN CITY STANDARD PLANS 20 0 10 20 40 80 ® INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CALTRANS STANDARDS ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STD. SPECIFICATION 8010-21C-19 AND "STOP" MARKING PER CALTRANS STANDARDS ( IN FEET } 1. inch = 20 ft. SIGN LEGEND INSTALL ROAD SIDE SIGN AS INDICATED EXISTING SIGN TO REMAIN 61 REMOVE EXISTING SIGN EXISTING SIGN TO BE RELOCATED —r-- FURNISH AND INSTALL TRAFFIC SIGNS PER CITY STANDARD PLAN NO. 401-B "R1-1" - STOP "R6-1"- ONE WAY "W31 (CA)" - END "R5-1"- DO NOT ENTER "R26 (CA)" - NO PARKING "R3 -5R"- RIGHT TURN ONLY CLIENT "R4-7"- KEEP RIGHT "WI -7"- DOUBLE ARROW W/ OM1 -3 MARKER "WI -6"- SINGLE ARROW "R81 (CA)" - BIKE LANE RUNO MANCiINELLI "W1-1" - CURVE ARROW "R7-9"- NO PARKING BIKE LANE "W3-1"- "WI STOP AHEAD -IA"- TURN / ADVISORY SPEED "R2-1"- SPEED LIMIT 20 "D11-1 / M7-1 (CA)" - BIKE ROUTE / RIGHT ARROW 10681 FOOTHILL BLVD., SUITE 395 "W31A (CA)"- ROAD ENDS - FT "R81A (CA)" - BEGIN "R81B (CA)'- END RANCHO CUCAMONGA, CALIFORNIA 91730 + FURNISH AND INSTALL STREET NAME SIGN PER CITY STANDARD PLAN NO. 401-A ATTN: CHARLES J. BUQUET EXISTING STREET LIGHT PHONE: (909) 481-1822 r -w.,. ,^^f%% Ae%4 a^f%A PROPOSED 5800 LUMEN HPSV STREET LIGHT PER VICTORIA STREET IMPROVEMENT PLANS BY OTHERS M x STA: 2+40 OF :18 LT Ask 63+00 T INTO EXISTING STRIPING:' EXISTING CENTERLINE° STRIPIN TO BE REMOVED I ETWEEN STATIONS �� ca Al AKIn 90 -i -Q-7 00 \\Server\pro j\207073-100\Streets\207073--100 ST03,dwg . 4/3/2008 2:26:17 PM PD-