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HomeMy WebLinkAbout3624-2LIMIT OF BUS BAY CONSTRUCTION 15 m 22.000m 15 m [50] [72.16'] [50'] A --j (-- 3.05 m TYP. SPACING ws$ wSEP w 3: FL - - - ;. . .4• , .. ¢i / R=20 m(65')MIN. .a- -IZM Cl-TYP. SEE NOTE 4 BUS STOP < TRANSITION TO SEE NOTE 5 ASIGN (BY OTHERS) SIDEWALK 200mm (8") CURB FACE � Z 31 �R/W � 3.05 m 2.44 m 1.2 0 300mm (12") MIN. [10'] 8] [4'] < (1.0') 2% ---a 0 m (3/8") LIP MAWX ALK EXISTING PAVEMENT--"� '-- • ' •. 100 mm [4"] P.C.C. SIDEWALK 2 250mm10"] AC OVER [[6"] - r 200 mm 8" CURB FACE PER CITY STD. NO. 1003., CURB BACK=400mm[16"] 150mm 95%C.A.B.PLAN rn d• -oo 150 mm (6") MIN. 95% COMPACTED CRUSHED AGGREGATE BASE EXPANSION JOINT FILLER OVER 300 mm (12") MIN. 95% COMPACTED NATIVE SUBGRADE 12 mm (1 2") TOOL RADIUS 60-C- 250) WITH 06 m Q 620 WW8") REICNFOR MENT .'... . SECTION A -A EXPANSION JOINT COF 6 mm 1 /4" TOTAL DEPTH 6 mm (1 /14 R .. FAR SIDE - ► a ' •. , a::: LOCATION WEAKENED PLANE JOINT I ECR TYPICAL BUS BAY LOCATION NOTE: CONSTRUCT EXPANSION JOINTS (EJ) AND WEAKENED PLANE JOINTS (WPJ) PER ABOVE DETAIL, OR AS DIRECTED BY THE CITY ENGINEER. Expansion Joint BUS BAY DETAIL CITY OF FONTANA STD. PLAN NO. 1014 End of Vertical Curve N.T.S. R�� CL EXIST. PROP. ROUTE 66 R/W R/W 18.288m (so') 18.288m (so') VARIES PER PLAN 18 31 LANDSCAPED 2.70m RAISED MEDIAN (8.86') 32 Al -200 CURB 35 SEE DETAIL "E", 0.60m ON SHEET 3-�\ (1.97') AC VERLAY C/L I PROFILE A5 ff 5G,,mm 2) MIN. GRADE2% .�.�p. l GRIND 12 EXIST__ EXIST. OPEN GRADED A.C. 12 TO BE REMOVED PRIOR TO OVERLAY 15.240m (50') .a- -IZM 15.850m(52') 3.6m 3.6m 3.6m i (11.81') (11.81') (11.81') LN1 _, LN2 LN3 /^ ~zF-�z <C w 0 0.30m Li 0��wQm c (1.0') 2% ---a BFPD f� �� �� o•�0iaiiiii'ii D165mm 135mm (5.3") A.C./ (6.5") A.B. TYPICAL SECTION 2.438m (8.00') SIDEWALK 2.4m (7.87') SHLDR I 0.300m HP 2:1 SIDEWALK O CURB TYPEG1 A2-200 DETAIL "B" EXIST. E.P. LOCATION VARIES SEE PLAN VIEW FROM EAST AVE. TO STA. 31+31.457 N.T.S. ' Undergr`ound Service Alert %VVINt Ga Call: TOLL FREE 1-800 _ = 227-2600 TWO WORKING DAYS BEFORE YOU DIG J i ,-. z� .a- -IZM � j0✓ -I © 45' F.L. = 0.00 z- SBd /^ ~zF-�z d ^ Q CL Li 0��wQm c SCE Southern California Edision BFPD MAWX ALK f- BVC E GRADE CALTRANS rn d• -oo SW Sidewalk d E CB Q pp d' N II N COF a E EC d _ FROM STA. 35+23.000 TO STA. 37+39.000 ECR N c0 W Water EJ Expansion Joint 0 VARIES DEPTH AC OVERLAY EXISTIN AC PVMT REFERENCE PLANS U 00 �= _J >- Q 0" CURB v 0" CUR Q I N� N > 0" CURB I 0" CURB E z �o X GUTTER R/W • 327mm� a (1.07').: - �5% CUT TO THIS LINE MAX. WALK'. WHEN REMOVING GRADE ° a EXISTING SIDEWALK FOR A NEW DRIVEWAY, dd BEGIN RAMP (TYP.) . N O Cv a 0 327mm 1.219m AFL fwl 1.5.46m (1.07') (4.0') "W" VARIES, SEE PLAN (5.07') 1.546m (5.07) PLAN NOTES: N.T.S. 1. THERE SHALL BE AT LEAST 6.00m (20') OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE SAME LOT. 2. DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATED BY AT LEAST 0.30m (1') OF FULL HEIGHT CURB. 3. NO PORTION OF A DRIVEWAY APPROACH SHALL EXTEND IN FRONT OF AN ADJOINING LOT. _ 4. INSTALL 6mm (1/4") EXPANSION JOINT FILLER AT LIMITS OF DRIVEWAY APPROACH. 4 J } f � 29' S PROP. F. S EXISTING OPEN GRADED TO BE REMOVED -_w- GRIND EXISTING AC TO PROVIDE 50mm (2") DETAIL „A,� MINIMUM OVERLAY 12 N.T.S. "- 10mm (3/8") LIP i d r z Jdf CURB TYPE�1 A2-200 135mm (5.3") A. C. 165mm (6.5") O AGG. BASE DETAIL "B N.T.S. REVISIONS PROP. EXIST. R/W R/W 2.438m [8.00'] SIDEWALK 2.4m i [7.87] SHLDR O SIDEWALK G) CURB TYPE A2-200 TOP OF CURB 200 mm (8") CURB FACE ).600m (1.97') 25mm (1 ")LIP BEVELLED © 45' F.L. = 0.00 PAVEMENT MODIFIED DRIVEWAY CITY OF FONTANA STD. PLAN NO. 1005A DIST w COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET No , TOTAL SHEETS 08 SBd 66 17.49/21.09 ABOVE FLOW LINE 2.438m (8') R/W MIN. WIDTH @ 2% 1.219m 1.219m (4') (4') WALK 10% 1 .� 2% BACK OF WALK =249mm (0.82' ABOVE FLOW LINE BACK OF DWY. =172mm (0.56') ABOVE FLOW LINE • =CONSTRUCT 2% EXP.RAMP 200mm (8") JOINT 6.35mm TO MEET EXIST. GRADE 15 COMMERCIAL (1 /4) AT 10% MAX SLAB SECTION NOTES: N.T.S. 1S IGNS WILL BE REMOVED/RELOCATED BY • SIGNING AND STRIPPING PLAN OR AS DIRECTED BY THE RESIDENT ENGINEER. 2• FENCES WILL BE REMOVED/RELOCATED BY INSTRUCTION OF RESIDENT ENGINEER ON FIELD. 3. PRIOR TO ANY WORK OUTSIDE OF EXISTING RIGHT -OF-WAY, CITY SHALL OBTAIN RIGHT -OF -ENTRY PERMITS FROM ADJACENT PROPERTY OWNERS. ABBREVIATIONS etric 2.438m [8'] AB Aggregate Base ADJACENT SIDEWALK AC AT Asphalt Concrete Aerial (topo) Target N.T.S. BC Beginning of Curve 35 135mm [5.3"] BCR Beginning of Curve Return SCE Southern California Edision BFPD Back Flow Preventer EXISTING BVC Beginning of Vertical Curve CALTRANS California Department SW Sidewalk of Transportation [5.3"] CB Catch Basin CL EXIST. PROP. CL Center Line ROUTE 66 R/W R/W COF City of Fontana BASE VAR. FROM 20.422m [67.00'] TO 15.850m EC End of Curve TSE Temp. Slope Easement FROM STA. 35+23.000 TO STA. 37+39.000 ECR End of Curb Return W Water EJ Expansion Joint TO WM Water Meter EVC End of Vertical Curve 18.288m [60'] 18.288m [60'] ( FH Fire Hydrant WV Water Valve FT Feet I 15.240m [50'] 1 15.240m [50'] I G GasGB Grade Break 2.70m (8.86) 0.60m [1.97'] SHLDR 2.438m GV Gas Valve [8.00'] HP Hinge Point 115.850m [52'] (A) 15.850m [52']I SIDEWALK HPSV High Pressure Sodium Vapor I.D. Inside Diameter 3.6m 3.6m 3.6m I k3i6m3.6m 3.6m I 2.4m in inches) .81') [7,87'] INV Invert Elevation LN LN2 LN1 4.20m LN1 LN2 LN3 SHLDR m meter 0.30m 12 0.30m MH Manhole G I N D [ 13. 8] i mm millimeter [ 1 *0 ] EXI ST. [ 1.0 ] I 0.300m HP N.A.P. Not Part of Project 290 2% I [0.98'] NSP New Standard Plan 2%�.--- O.C. On Curb A -.M----'�' 2:1 �02*� PCC Portland Cement Concrete ♦►•►.•♦ fir...••••••.•.••'. .�.►�.. .+x•...•.•••0.5SIDEWALK PIV Post Indicator Valve PP Power Pole PVC Polyvinyl Chloride•CURB TYPE (D RAC Rubberized Asphalt Concrete ® �• -A -200 RCP Reinforced Concrete Pipe ., (R/W) Right of DETAILS.P. 32 Standard Plan "B" DETAIL SBC San Bernardino County EXISTING 35 135mm [5.3"] "B" SCE Southern California Edision GROUND @AC/165mm " [6.5] EXISTING SD Storm Drain AGG. BASE GROUND SW Sidewalk 135mm [5.3"] TC Top of Curb O AC/165mm [6.5"] (A) 20.422m [67.00'] - STA. 34+97.627 TO STA. 35+23.000 TCE Temp. Construction Easement AGG. BASE VAR. FROM 20.422m [67.00'] TO 15.850m [52.00'] TSE Temp. Slope Easement FROM STA. 35+23.000 TO STA. 37+39.000 TSPB Traffic Signal Pull Box W Water NOTE: EXIST. OPEN -GRADED AC TO BE REMOVED PRIOR TO WM Water Meter LAYING OF AC OVERLAY WPJ Weakened Plane Joint WV Water Valve WWF Welded wire Fabric TYPICAL SECTION STA. 37+39.000 T 0 HEMLOCK AVE. NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. -FROM FOR REDUCED PLANS ORIGINAL o 20 40 so ago � ' � �----•---•�----�-------� EA 317900 SCALE IS IN MILLIMETERS � -�--w- QROFESS/pN HallFbreman Inc. RT yo��l�� CITY OF FONTANA, CALIFORNIA Public h�<�,��,F SCALE: A Civil Engineering - Planning . Surveying • Works W m DRAWN BY STREET & DRAIN IMPROVEMENTS 420 Exchange, Suite 100 •Irvine, CA 92602 5 714/665-4500 a No3/31/ * Exp.3/31/06 * A.N. DESIGNED ' BY FOOTHILL BOULEVARD - ROUTE 66 AS SHOWN PREPARED UNDER THE SUPERVISIQN OF: TF Clvl\�o���P OF CA��� E.M.R. CHECKED DATE: BY TYPICAL SECTIONS E.M.R. MAY 2005 OS JOB NO. APPROVED DR. NO. SHT. NO. APPROVAL DATE APPROVAL DATE HN URT HOGAN R.C.E. N0. 26229 DATE 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 2 OF 44