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New Curb. Gutter <br />do Sidewalk <br />f] <br />posed New <br />Sidewalk <br />Install Sod and topsoil <br />as required to restore <br />excavated/graded areas <br />Various locations through the project n <br />10' 31' __-10• <br />C <br />.T <br />5• .5, New Curb. Gutter n ire <br />o & Sidewalk j <br />a• <br />Q a <br />o• <br />• <br />18' --- <br />6' <br />CURVE SCHMUtk <br />No. <br />Radius <br />FL <br />Station <br />MDP? Stobeq <br />End Station <br />PIPE 'TYPE <br />LENM <br />2+66.2 25.0' Rt <br />42+69.1 24.7' Rt <br />42+71.8 23.7' Rt <br />Sta 46+03 (Lt) <br />12• <br />FL Elev-9.363 <br />FL Elev=9.371 <br />Elev=9.380 <br />(� <br />Sto 45+26 (Rt) <br />42+71.8 23.7' Rt <br />42+74.0 22.9' Rt <br />42+.4 22.6' Rt <br />�j <br />Quadrant <br />FL Elev-9.380 <br />FL Elev-9.388 <br />FL EI 9.397 <br />3 <br />10' <br />43+07.1 22.6' Rt <br />43+09.4 22.9' Rt <br />43+11.6 7' Rt <br />24" Dia Reinforced <br />5 LF, <br />FL Elev=9.471 <br />FL Elev=9.479 <br />FL Elev-9. <br />LF <br />EI Camino Avenue <br />43+11.6 23.7' Rt <br />43+14.3 24.7' Rt <br />43+17.2 25.0' <br />a <br />12, <br />FL Elev 9.488 <br />FL Elev-9.496 <br />FL Elev-9.505 <br />REMOVAL OF PIPES (UNDER DRIVEWAYS) SCHEDULE <br />LOCATION <br />PIPE TYPE <br />LENts'TH <br />Station Offset Station Offset Station Offset Radius <br />UXATM <br />PIPE 'TYPE <br />LENM <br />Sta 33+98 (Lt) <br />12" Dia Reinforced <br />Concrete RCP <br />30 LF <br />Sta 46+03 (Lt) <br />12" Dia Reinforced <br />Concrete RCP <br />28 LF <br />Sta 34+44 (Rt) <br />12 Dia Reinforced <br />33 LF <br />Sto 45+26 (Rt) <br />12" Dia Reinforced <br />12 LF <br />Ave/Rivara Ave <br />Concrete (RCP) <br />Quadrant <br />30 <br />EI Camino Avenue <br />Concrete (RCP) <br />Pershing <br />Sta 34+95 (Lt) <br />12" Dia Reinforced <br />30 LF <br />Sta 45+36 (Rt) <br />24" Dia Reinforced <br />5 LF, <br />Ave/EI Camino Ave SE <br />Concrete RCP <br />50 <br />LF <br />EI Camino Avenue <br />Concrete RCP <br />Ave/EI Camino Ave NE <br />Sta 35+47 (Lt) <br />12" Dia Reinforced <br />28 LF <br />Sta 45+47 (Rt) <br />24" Dia Reinforced <br />5 <br />SW <br />Concrete (RCP) <br />15 <br />LF <br />EI Camino Avenue <br />Concrete (RCP) <br />Ave/Paloma Ave <br />Sto 35+94 (Lt) <br />12" Dia Reinforced <br />24 LF <br />Sto 45+72 (Rt) <br />12" Dia Reinforced <br />12 LF <br />-34 !:75 to Stetion <br />Concrete RCP <br />13 <br />Ei Camino Avenue <br />Concrete RCP <br />Sta 36+96 (Lt) <br />12" Dia Reinforced <br />27 LF <br />OTHER REMOVALS ALONG THE PROJECT <br />Concrete RCP <br />i 76 to Station <br />402 49 <br />Sta 37+53 (Rt) <br />12" Dia Reinforced <br />Concrete (RCP) <br />34 LF <br />Meadow Ave {Rt) <br />12" Dia Reinforced <br />Concrete RCP <br />40 LF <br />Sta 37+94 (Rt) <br />12" Dia Reinforced <br />33 LF, <br />Sta 38+85 <br />12" Dia Reinforced <br />43 LF <br />48+88 <br />Concrete RCP <br />173 <br />LF <br />SDI#7 to SDI#8 <br />Concrete RCP <br />52+38 <br />Sta 37+97 (Lt) <br />12" Dia Reinforced <br />25 LF <br />Rivara Ave (Lt) <br />12" Dia Reinforced <br />82 LF <br />Concrete (RCP <br />SDI#20 to SDI#22 <br />Concrete RCP <br />4e+12 to Stalfti i <br />Sto 38+91 (Lt) <br />12" Dia Reinforced <br />28 LF <br />Sto 46+48 <br />12" Dia Reinforced <br />60 LF <br />45!019 to Skokie i <br />Concrete RCP <br />(Rt) <br />SDMH#9 to SDI#23 <br />Concrete RCP <br />Sta 39+51 (Rt) <br />12" Dia Reinforced <br />32 LF <br />Sta 46+48 <br />12" Dia Reinforced <br />29 LF <br />55+00 <br />Concrete RCP) <br />254 <br />LF <br />SDI 23 to SDI 24 <br />Concrete RCP <br />Sta 39+99 (Rt) <br />12" Dia Reinforced <br />36 LF <br />Sto 47+23 (Rt) <br />12" Dia Reinforced <br />18 LF <br />Concrete (RCP) <br />Concrete RCP <br />Sta 42+06 (Rt) <br />12" Dia Reinforced <br />30 LF <br />Sta 53+22 (Lt) <br />12" Dia Reinforced <br />17 LF <br />Concrete RCP <br />Concrete RCP <br />Sto 42+36 (Lt) <br />4" Dia PVC Pipe (2) <br />22 LF <br />Sto 53+22 (Lt) <br />SDMH#I2A to SDI#36 <br />12" Dia Reinforced <br />Concrete RCP <br />84 LF <br />Sto 42+64 (Rt) <br />10" Dia PVC Pipe <br />11 LF <br />Sto 51+70 to 53+10 <br />12" Dia Reinforced <br />140 LF <br />Concrete RCP <br />Sta 42+91 (Lt) <br />12" Dia Reinforced <br />34 LF <br />Sta 57+69 <br />12" Dia Reinforced <br />33 LF <br />Concrete (RCP) <br />SDI 44 to SDI 45 <br />Concrete RCP <br />Sta 43+85 (Lt) <br />12" Dia Reinforced <br />29 LF. <br />Sto 60+09 <br />12" Dia Reinforced <br />33 LF <br />Concrete RCP <br />SDI 46 to SDI#47 <br />Concrete RCP <br />Sta 44+02 (Rt) <br />12" Dia Reinforced <br />29 LF <br />Sta 61+25 <br />12" Dia Reinforced <br />33 LF <br />Concrete (RCP) <br />SDI 52 to SDI 53 <br />Concrete RCP <br />Sta 44+71 (Lt) <br />12" Dia Reinforced <br />33 LF. <br />Sto 63+55 <br />12" Dia Reinforced <br />33 LF <br />Concrete (RCP) <br />SDI 54 to SDI 55 <br />Concrete RCP <br />Sta 44+85 (Rt)12" <br />Dia Reinforced <br />34 LF <br />Sto 64+64 <br />12" Dia Reinforced <br />33 LF <br />Concrete RCP <br />SDI 60 to SDI 61 <br />Concrete RCP <br />Sta 51 +91 (Lt) <br />Remove and Salvage <br />1 Each <br />Existion FH and Valvel <br />DRAWN BY <br />Cyprus Sommer <br />DRAWER <br />1P <br />DATE <br />7118122 <br />SHEET NO. <br />77-4 <br />155` <br />0.5' Gap for <br />to Drainage (Typ) <br />�"- 25'---1 <br />48 <br />0.5' Gap for <br />Drainage (Typ) <br />+ 7.0' 25' <br />1. <br />1 <br />Hot Mix Asphalt (Misc. Areas) <br />C0 <br />' + ==---------- New Conc Dwy <br />o N W <br />------- T---49 <br />O <br />+ 0 52 <br />122' <br />6" R-3/4* 6" <br />/ 4" Claes <br />10 <br />2 AB 1" <br />A . ° ° •" Sia <br />• <br />° ° C <br />--- - -__•-_ 14 n <br />e ° <br />°. <br />s. ° e <br />Type B VerticalCurb <br />per SJCo std R-8 <br />-F-- -- 7.5' -- - 1 a-3' Varies --- <br />New Curb. Gutter and Saw Cut <br />Sidewalk SJCo Std R-7 <br />1.0' <br />Var <br />_ Ill_ZrZ7_ - <br />R&D Existing CG&S - ----- <br />----A-- - <br />Place Existing <br />Roadway <br />HMA (Misc Areas) <br />PLACE HMA (MISC AREAS) DETAIL <br />Sto 48+50 to 48+88 (Lt) Sto 48+50 to 49+05 (Rt) <br />Sta 67+00 to 67+88 (Lt) Sto 51 +00 to 51 + 19 (Rt) <br />Sto 67+00 to 67+45 (Rt) <br />Conform <br />O EP A <br />EP <br />0.30' HMA over shaped <br />1:1 do compacted native 1:1 l8 <br />A <br />Conform <br />Existing Width <br />12 Min <br />Corl t <br />1 HMA EP 8' <br />Conform <br />Match (lox <br />Exist Slope Max) Existing <br />- „. 7 ,. Yot.., Surface <br />Existing R&D Excavated _ <br />Roadway Material <br />0.30' Conc over shaped and <br />compacted native material <br />SECTION A -,A <br />DRIVEWAY "TYPE D, ) <br />Sto 5+80 Rt Meadow Avenue <br />e <br />Bay Taper <br />-6.0,+ <br />2' �53 <br />65' <br />CURVE MEDIAN DATA <br />PCC RETAINING <br />BC MDPT EC <br />CS <br />Station Offset Station Offset Station Offset Radius <br />R1 <br />51+70 7.0' Rt 51+92.5 5.0' Rt 52+14.8 1.0' Rt 256' <br />.R2.52+14.8 <br />1.0' Rt 52+37.2 3.5' Lt 52+60 6.0' Lt 254' <br />CONCRETE MEDIAN DETAILS <br />Sto 47+63 to 49+18 <br />Sta 50+48 to 53+25 <br />Install Sod and topsoil <br />as required to restore 6" Proposed New <br />excavated/graded areas----- Sidewalk <br />Install PCC Retaining Curb <br />---See Schedule this sheet <br />1� 1.5% �.._ <br />7.5 - <br />RAMP <br />PCC RETAINING <br />CURB SCHEDULE <br />CS <br />O <br />Pershing <br />Ave/Meadow Ave <br />SW <br />Quadrant <br />36 <br />LF <br />0 <br />Pershing <br />Ave/Meadow Ave <br />SE <br />Quadrant <br />15 <br />LF <br />0 <br />Pershing <br />Ave/Rivara Ave <br />SW <br />Quadrant <br />30 <br />LF <br />a <br />Pershing <br />Ave/EI Camino Ave NW <br />Quadrant <br />15 <br />LF <br />7 s <br />Pershing <br />Ave/EI Camino Ave SE <br />Quadrant <br />50 <br />LF <br />7 6 <br />Pershing <br />Ave/EI Camino Ave NE <br />Quadrant <br />53 <br />LF <br />0 <br />Pershing <br />Ave/Valencia Ave <br />SW <br />Quadrant <br />15 <br />LF <br />22 <br />Pershing <br />Ave/Paloma Ave <br />NW <br />Quadrant <br />15 <br />LF <br />-34 !:75 to Stetion <br />38 i 88 <br />13 <br />I=F <br />i 76 to Station <br />402 49 <br />(U) <br />65 <br />1 E <br />64sNen 41 <br />!GO 49 64stien <br />422,30 <br />(U) <br />so <br />I E <br />Station 47+15 to Station <br />48+88 <br />(Lt) <br />173 <br />LF <br />Station 50+64 to Station <br />52+38 <br />(Lt) <br />174 <br />LF <br />Static., <br />4e+12 to Stalfti i <br />42+54 <br />(Rt) <br />422 <br />I:F <br />Sket*en <br />45!019 to Skokie i <br />46!50 <br />(Rt) <br />Station 51+00 to Station <br />55+00 <br />(Rt) <br />254 <br />LF <br />Conform <br />, r.x.� <br />ef <br />t .rM"'J <br />'ON J 33HS I 83Mv"d0 <br />4" PCC over <br />4" Class 4 aggregate base <br />-vMa_ New Conc Dwy <br />Conform <br />Confo <br />> S lox max .. <br />g► <br />d' <br />3 ` <br />-------- <br />Saw Cut <br />SurfaceExisting 4' Minimum <br />-TExistin <br />i <br />a • 1 <br />WrAL <br />,,= Dimensions and locations are to <br />determined <br />by the Engineer. <br />Sidewalk Curb dt Gutter <br />5'-4 1/2- 7 1/2- 2'-0"CL <br />4 3 <br />" i i <br />NIS 6 ' 1/2" Fillet at all comers <br />�1.5% r� <br />• •40 <br />12 24 - <br />Typ <br />g" 1-1/2-x3-1/2-- =22'm5/8" x 24" long steel �" Key unless poured -f--- <br />dowels greased and Monolithic Typ <br />wrapped one side <br />through all expansion - 4" (Min) Class 4 <br />and cold joints Aggregate Subbase <br />Compacted to Min <br />9OX R.C. <br />VIERTIC,At.. CURB, GUTTER AND SIDEWALK <br />4" <br />4- <br />#5 Rebar O <br />24" on center RECORD DRAWING <br />ALTERNAM KEY CONNECTION Corrections By t -- <br />No Changes By <br />Date .7 - 7!t <br />Any <br />!- <br />Any Person Using This Drawing Should Verity <br />#A Information By Inspecting The Site Of Work <br />PROJECT ENGINEER <br />7/15/22 <br />CG&S AROUND HERITAGE OAK TREE DETAIL REVISION <br />(SEE NEW DETAIL ON SHEET 14A) <br />CS <br />AT <br />1A <br />7/15/22 <br />PCC RETAINING CURB SCHEDULE REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />BY <br />CH'D <br />REVISIONS <br />SurfaceExisting 4' Minimum <br />-TExistin <br />i <br />a • 1 <br />WrAL <br />,,= Dimensions and locations are to <br />determined <br />by the Engineer. <br />Sidewalk Curb dt Gutter <br />5'-4 1/2- 7 1/2- 2'-0"CL <br />4 3 <br />" i i <br />NIS 6 ' 1/2" Fillet at all comers <br />�1.5% r� <br />• •40 <br />12 24 - <br />Typ <br />g" 1-1/2-x3-1/2-- =22'm5/8" x 24" long steel �" Key unless poured -f--- <br />dowels greased and Monolithic Typ <br />wrapped one side <br />through all expansion - 4" (Min) Class 4 <br />and cold joints Aggregate Subbase <br />Compacted to Min <br />9OX R.C. <br />VIERTIC,At.. CURB, GUTTER AND SIDEWALK <br />4" <br />4- <br />#5 Rebar O <br />24" on center RECORD DRAWING <br />ALTERNAM KEY CONNECTION Corrections By t -- <br />No Changes By <br />Date .7 - 7!t <br />Any <br />!- <br />Any Person Using This Drawing Should Verity <br />#A Information By Inspecting The Site Of Work <br />PROJECT ENGINEER <br />DATE <br />CHECKED BY <br />DATE <br />CD 0F SAN JOAQUINNO <br />SCALE <br />CONSTRUCTION DETAILS <br />PERSHING A1/ENUE WIDENING <br />(Meadow Avenue to Thornton Road) <br />HEET1 <br />SHO. <br />TOTAL <br />SHEETS <br />Cyprus Sommer <br />yp <br />7118122 <br />Awni Taha <br />7118122 <br />4-R <br />21 <br />