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149+21.68 (55.89' Lt) <br />BOW Elev 16.70 <br />Joao <br />County 149+21.71 (54.89' Lt)--,x <br />BOW Elev 16.70 <br />149+24.78 (51.37' Lt)- <br />CURB RAMP 7 Adjust Pull Box F&C <br />CASE C to finished grade <br />149+22.04 (43.48' Lt) - <br />BOW Elev 15.99 <br />149+20.18 (41.00' Lt) Q� <br />BOW Elev 15.95 <br />149+07.46 (38.49' Lt) 7 <br />BOW Elev 16.87 <br />7:7ransition to match <br />existing sidewalk slope 5 <br />149+08.21 (33.55' Lt) <br />FL Elev 16.13 <br />M ATH EW S <br />149 <br />i� <br />I <br />I149+26.68 (56.03' Lt) <br />,_FL Elev 15.96± <br />149+26.71 (55.03' Lt) <br />FL Elev 15.96 <br />N <br />?�[ 149+27.04 (43.63' Lt) <br />��yy FL Elev 15.93 <br />149+21.44 (36.16' Lt) <br />FL Elev 15.89 <br />149+19.05 (35.53' Lt) <br />FL Elev 15.88 <br />Adjust Exist SDI F&G <br />CURVE DATA <br />ALONG <br />FL <br />149+14.83 <br />R <br />A <br />T <br />L <br />X <br />Y <br />7.50' <br />76' 66'42" <br />5.96' <br />10.08' <br />5.04' <br />5.04' <br />149+21.68 (55.89' Lt) <br />BOW Elev 16.70 <br />Joao <br />County 149+21.71 (54.89' Lt)--,x <br />BOW Elev 16.70 <br />149+24.78 (51.37' Lt)- <br />CURB RAMP 7 Adjust Pull Box F&C <br />CASE C to finished grade <br />149+22.04 (43.48' Lt) - <br />BOW Elev 15.99 <br />149+20.18 (41.00' Lt) Q� <br />BOW Elev 15.95 <br />149+07.46 (38.49' Lt) 7 <br />BOW Elev 16.87 <br />7:7ransition to match <br />existing sidewalk slope 5 <br />149+08.21 (33.55' Lt) <br />FL Elev 16.13 <br />M ATH EW S <br />149 <br />i� <br />I <br />I149+26.68 (56.03' Lt) <br />,_FL Elev 15.96± <br />149+26.71 (55.03' Lt) <br />FL Elev 15.96 <br />N <br />?�[ 149+27.04 (43.63' Lt) <br />��yy FL Elev 15.93 <br />149+21.44 (36.16' Lt) <br />FL Elev 15.89 <br />149+19.05 (35.53' Lt) <br />FL Elev 15.88 <br />Adjust Exist SDI F&G <br />CURB RAMP DETAIL <br />Mathews Road: Eastside of Route 5 <br />NOTES. <br />1. ± indicates existing elevation (Conform) <br />2. For accurate right of way data, contact Right of Way <br />Engineering at the Caltrans District 10 Office. <br />3. Existing utility facility information is incomplete. <br />4. For details not shown, see Caltrans' RSP A87A, A87B, A88A and <br />SP D71. <br />LEGEND: <br />® 1' wide x 0.50' thick HMA (Miscellaneous Areas) <br />°000000 Detectable Warning Surface <br />DRAWN BY DATE <br />Ryan Yamada 06/17 <br />DRAWER SHEET NO. <br />A 5-63 - <br />PROJECT ENGINEER DATE CHECKED BY DATE <br />R SION_ DATE <br />Conform <br />- ® EP (New) <br />0.30' HMA over shaped & <br />compacted native <br />:A <br />Existing Width <br />12' Min <br />TYPE D <br />New EP <br />oI- <br />1:1 <br />8' <br />New <br />Const <br />EP Driveway <br />;rte -HMA Overlay 8' <br />I E <br />o <br />Vor c°� <br />Match Exist Slope (109, Max) <br />1 - <br />Existing ** 0.30 HMA Existing <br />Roadway Surface <br />SECTION A -A <br />Ash Street:** Sta 165+14 (Lt) -Thickness of this <br />driveway will be 0.50' of HMA over <br />shaped and compacted native material. <br />Conform <br />® EP (New) B <br />New -EP <br />Variable depth HMA over <br />*8 R existingaved R <br />driveways andfrontages <br />Conform <br />® 0.04' 6B - <br />over over <br />existing Existing Width <br />surface <br />12' Min <br />TYPE E <br />New <br />ew <br />EP Driveway <br />Ir -v' -HMA Overlay *8' <br />I E <br />� c <br />I Var o <br />Match Exist Slope v <br />I� -- -- -- -- -- -- -- -- -- - (1090 max)L 0.04' <br />r- <br />----� Var depth <br />Existing HMA over <br />Roadway existing surface Existing <br />Surface <br />SECTION B -B <br />Mathews Road: * Sta 125+41 Rt - 6' HMA Bus Stop Frontage <br />* Sta 151+10 Rt - 4' HMA Frontage <br />* Sta 152+56 Rt - 6' HMA Dwy/Frontage <br />* Sta 153+92 Lt) - 4' HMA Frontage <br />* Sta 153+95 Rt - 6' HMA Dwy/Frontage <br />Ash Street: * Sta 163+02 Rt - 4' HMA Frontage <br />* Sta 163+65 Rt - 4' HMA Frontage <br />* Sta 163+94 IRtl - 4' HMA Frontage <br />TYPICAL DRIVEWAY DETAILS <br />Existing 4' Minimum <br />Surface <br />0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: <br />Approximate dimensions and locations used for estimating <br />purposes are available upon request. Dimensions and <br />locations are subject to change at Engineer's discretion. <br />Rim Elevation of <br />grate will be 0.20' <br />below surrounding <br />ground elevation <br />(Typ). <br />8'x8' <br />V -17 <br />12"0 RCP <br />(Class IV) <br />0.50 HMA <br />(Miscellaneous <br />Areas) Apron 1 %_ <br />Adjust F&G <br />to Finishedl_ <br />-"� Grade <br />I <br />I� I <br />II I: <br />rl r <br />HMA (Type A) <br />li <br />I, II <br />Overlay <br />la I I I <br />I I <br />II <br />11 <br />A I a <br />Refer to SJCO Std <br />Drawing D1 4A & <br />D1 4B (Typ) <br />18" STORM DRAIN INLET CONNECTION DETAIL <br />Mathews Road: Sta 154+31 (24' Lt) to Sta 154+50 (30' Lt) <br />COUNTY OF SAN JOAQUIN <br />000011 <br />T'. 019 <br />'ON .L33HS <br />Retaining Curb <br />if Necessa/5.07o <br />New Curb Ramp with <br />Detectable Warning <br />Surface <br />Varies 6" <br />1, U Existing <br />cnPavement <br />Futter ----15 Max ---- a <br />213MV 14 <br />Imported Borrow as required toT_-_ <br />Place HMA (Misc Areas) 0.50' thick <br />restore adjacent areas, sprinkler to restore pavement <br />system and street signs. <br />CASE C <br />Top of New Curb Ramp with <br />Ramp Detectable Warning <br />4'-2" Surface <br />Varies Min <br />1 Existing <br />7.57. 5.0% � Pavement <br />or Flatter ______ Max_ 3 <br />-- `. - ;Max a <br />Imported Borrow as required to <br />restore adjacent areas, sprinkler Place HMA (Misc Areas) 0.50' thick <br />system and street signs. to restore pavement <br />CASE F <br />CENTERLINE SECTION OF CURB RAMPS <br />NOTE: <br />HMA width may be increased as needed for conform or slope reasons with approval <br />from the Engineer. All HMA (Misc Areas) and Imported Borrow will be paid <br />under the Minor Concrete (Curb, Gutter & Sidewalk) item of work. For Ramp <br />Cases and details not shown, refer to Caltrans' RSP A88A. <br />Va ries 2t-81, <br />" <br />Score mark if monolithic pour 6 20 Match <br />r4" xisting 1.5% (Max) 2" <br />See Note Below <br />Varies <br />8"± <br />12"yC-C -` •` 6" <br />>.: s <br />6" (Typ) ,�. :• <br />5/8"x 24" steel dowel, greased 4" (Min) Class 4 <br />and wrapped one side through all 6" 6" Aggregate Subbase under <br />expansion and cold joints (Typ) new sidewalks (Typ) <br />VERTICAL CURB. GUTTER AND SIDEWALK DETAIL <br />NOTE: <br />Transition new sidewalk cross slope and conform to existing sidewalk cross slope. <br />30" <br />NO DUMPING <br />6" C <br />FLOWS TO RIVER <br />7 - <br />DRAINAGE <br />INLET MARKER <br />(STAMPED CONCRETE IMPRINT) <br />Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />REG" RD DRAWING <br />corrections ey <br />No Change <br />D11111119- <br />y <br />Any Person Using This Drawing ShpcApid <br />All Information By Inspecting The Site OVf r_wy.t <br />Surface of 0.25" <br />Concrete 0.0625" <br />0.25" <br />-�I I 0.125- <br />SECTION C -C <br />STAMPED CONCRETE <br />IMPRINT DETAIL <br />No. 4258104 <br />7C <br />CIV1� <br />AA�f <br />David Mendoza <br />RCE 42581 <br />ASH STREET AND MATHEWS ROAD RESURFACING SHEET TOTAL <br />NO SCALE CONSTRUCTION DETAILS No. SHEETS <br />(Harlan Road to French Camp Road; Howard Road to Harlan Road 1 6 7 <br />149+26.83 (36.77' Rt) <br />149+14.83 <br />(36.75' <br />Rt) I <br />FL Elev 16.22 <br />SW Elev 16.92 <br />149+04+78 (37.23' Rt) <br />6.3%_ <br />U°O° <br />°�� °°�� <br />149+26.78 (41.77' Rt) <br />BOW Elev 17.02± <br />5' <br />O UpUV° <br />°° <br />FL Elev 16.16 <br />I <br />° <br />I <br />149+09.77 (42.24' <br />Rt) <br />�--11.5' <br />BOW Elev 17.05 <br />149+14.78 (41.75' <br />Rt) <br />CURB RAMP 8 II i <br />� <br />SW Elev 16.98 <br />CASE F 3 I <br />�I <br />PP <br />w <br />�I <br />CURB RAMP DETAIL <br />Mathews Road: Eastside of Route 5 <br />NOTES. <br />1. ± indicates existing elevation (Conform) <br />2. For accurate right of way data, contact Right of Way <br />Engineering at the Caltrans District 10 Office. <br />3. Existing utility facility information is incomplete. <br />4. For details not shown, see Caltrans' RSP A87A, A87B, A88A and <br />SP D71. <br />LEGEND: <br />® 1' wide x 0.50' thick HMA (Miscellaneous Areas) <br />°000000 Detectable Warning Surface <br />DRAWN BY DATE <br />Ryan Yamada 06/17 <br />DRAWER SHEET NO. <br />A 5-63 - <br />PROJECT ENGINEER DATE CHECKED BY DATE <br />R SION_ DATE <br />Conform <br />- ® EP (New) <br />0.30' HMA over shaped & <br />compacted native <br />:A <br />Existing Width <br />12' Min <br />TYPE D <br />New EP <br />oI- <br />1:1 <br />8' <br />New <br />Const <br />EP Driveway <br />;rte -HMA Overlay 8' <br />I E <br />o <br />Vor c°� <br />Match Exist Slope (109, Max) <br />1 - <br />Existing ** 0.30 HMA Existing <br />Roadway Surface <br />SECTION A -A <br />Ash Street:** Sta 165+14 (Lt) -Thickness of this <br />driveway will be 0.50' of HMA over <br />shaped and compacted native material. <br />Conform <br />® EP (New) B <br />New -EP <br />Variable depth HMA over <br />*8 R existingaved R <br />driveways andfrontages <br />Conform <br />® 0.04' 6B - <br />over over <br />existing Existing Width <br />surface <br />12' Min <br />TYPE E <br />New <br />ew <br />EP Driveway <br />Ir -v' -HMA Overlay *8' <br />I E <br />� c <br />I Var o <br />Match Exist Slope v <br />I� -- -- -- -- -- -- -- -- -- - (1090 max)L 0.04' <br />r- <br />----� Var depth <br />Existing HMA over <br />Roadway existing surface Existing <br />Surface <br />SECTION B -B <br />Mathews Road: * Sta 125+41 Rt - 6' HMA Bus Stop Frontage <br />* Sta 151+10 Rt - 4' HMA Frontage <br />* Sta 152+56 Rt - 6' HMA Dwy/Frontage <br />* Sta 153+92 Lt) - 4' HMA Frontage <br />* Sta 153+95 Rt - 6' HMA Dwy/Frontage <br />Ash Street: * Sta 163+02 Rt - 4' HMA Frontage <br />* Sta 163+65 Rt - 4' HMA Frontage <br />* Sta 163+94 IRtl - 4' HMA Frontage <br />TYPICAL DRIVEWAY DETAILS <br />Existing 4' Minimum <br />Surface <br />0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: <br />Approximate dimensions and locations used for estimating <br />purposes are available upon request. Dimensions and <br />locations are subject to change at Engineer's discretion. <br />Rim Elevation of <br />grate will be 0.20' <br />below surrounding <br />ground elevation <br />(Typ). <br />8'x8' <br />V -17 <br />12"0 RCP <br />(Class IV) <br />0.50 HMA <br />(Miscellaneous <br />Areas) Apron 1 %_ <br />Adjust F&G <br />to Finishedl_ <br />-"� Grade <br />I <br />I� I <br />II I: <br />rl r <br />HMA (Type A) <br />li <br />I, II <br />Overlay <br />la I I I <br />I I <br />II <br />11 <br />A I a <br />Refer to SJCO Std <br />Drawing D1 4A & <br />D1 4B (Typ) <br />18" STORM DRAIN INLET CONNECTION DETAIL <br />Mathews Road: Sta 154+31 (24' Lt) to Sta 154+50 (30' Lt) <br />COUNTY OF SAN JOAQUIN <br />000011 <br />T'. 019 <br />'ON .L33HS <br />Retaining Curb <br />if Necessa/5.07o <br />New Curb Ramp with <br />Detectable Warning <br />Surface <br />Varies 6" <br />1, U Existing <br />cnPavement <br />Futter ----15 Max ---- a <br />213MV 14 <br />Imported Borrow as required toT_-_ <br />Place HMA (Misc Areas) 0.50' thick <br />restore adjacent areas, sprinkler to restore pavement <br />system and street signs. <br />CASE C <br />Top of New Curb Ramp with <br />Ramp Detectable Warning <br />4'-2" Surface <br />Varies Min <br />1 Existing <br />7.57. 5.0% � Pavement <br />or Flatter ______ Max_ 3 <br />-- `. - ;Max a <br />Imported Borrow as required to <br />restore adjacent areas, sprinkler Place HMA (Misc Areas) 0.50' thick <br />system and street signs. to restore pavement <br />CASE F <br />CENTERLINE SECTION OF CURB RAMPS <br />NOTE: <br />HMA width may be increased as needed for conform or slope reasons with approval <br />from the Engineer. All HMA (Misc Areas) and Imported Borrow will be paid <br />under the Minor Concrete (Curb, Gutter & Sidewalk) item of work. For Ramp <br />Cases and details not shown, refer to Caltrans' RSP A88A. <br />Va ries 2t-81, <br />" <br />Score mark if monolithic pour 6 20 Match <br />r4" xisting 1.5% (Max) 2" <br />See Note Below <br />Varies <br />8"± <br />12"yC-C -` •` 6" <br />>.: s <br />6" (Typ) ,�. :• <br />5/8"x 24" steel dowel, greased 4" (Min) Class 4 <br />and wrapped one side through all 6" 6" Aggregate Subbase under <br />expansion and cold joints (Typ) new sidewalks (Typ) <br />VERTICAL CURB. GUTTER AND SIDEWALK DETAIL <br />NOTE: <br />Transition new sidewalk cross slope and conform to existing sidewalk cross slope. <br />30" <br />NO DUMPING <br />6" C <br />FLOWS TO RIVER <br />7 - <br />DRAINAGE <br />INLET MARKER <br />(STAMPED CONCRETE IMPRINT) <br />Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />REG" RD DRAWING <br />corrections ey <br />No Change <br />D11111119- <br />y <br />Any Person Using This Drawing ShpcApid <br />All Information By Inspecting The Site OVf r_wy.t <br />Surface of 0.25" <br />Concrete 0.0625" <br />0.25" <br />-�I I 0.125- <br />SECTION C -C <br />STAMPED CONCRETE <br />IMPRINT DETAIL <br />No. 4258104 <br />7C <br />CIV1� <br />AA�f <br />David Mendoza <br />RCE 42581 <br />ASH STREET AND MATHEWS ROAD RESURFACING SHEET TOTAL <br />NO SCALE CONSTRUCTION DETAILS No. SHEETS <br />(Harlan Road to French Camp Road; Howard Road to Harlan Road 1 6 7 <br />