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4.0' Min <br />IR�O <br />EC J------------ fI� <br />I II <br />BC Sta 9+98.5 30' Lt <br />Place truncated domes at <br />curb ramp per SP A88A (Typ). <br />is F7 -� <br />1 <br />Front Edge of Sidewalk <br />-' (Flowline R=28') <br />s. <br />X <br />� M v <br />ap v <br />-as Sta 10+21 16' Lt <br />EC <br />•h. <br />If <br />Sta 10+50 16' Lt <br />TYPE 2 RAMP <br />av�el <br />e Sire <br />. v�o�� %See <br />F <0 Side e, <br />Vertical CG&S <br />per SJCo Std R-7 <br />\ Retaining Curb <br />as necessary at <br />\ 1 back edge of Sidewalk. <br />\ I <br />I \-- Place truncated domes <br />at curb ramp per <br />---------------------- RSP A88A (Typ). <br />I <br />i <br />TYPE 1 RAMP <br />ORANGE STREET <br />/ FL <br />Place <br />(Min) Truncated <br />Domes <br />6" <br />5% _2% - <br />Retaining Curb <br />as necessary <br />4" (Min) Aggregate Subbase, <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />SECTION A -A <br />Place detectable warning <br />surface at curb ramp <br />5.5' Min. per SP RSP A88A (Typ). <br />Curb, Gutter <br />& Sidewalk <br />ii <br />I; 7.59: <br />Max . <br />( ) <br />�, , 7.590 <br />I, (Max. <br />/ <br />Conform at <br />11 expansion T <br />P <br />Quad. <br />TypeB <br />Radius <br />FL <br />eg aon <br />Station <br />MDP Station <br />. <br />End Station <br />REMARKS <br />Front edge 1' <br />5' <br />4' <br />of sidewalk <br />(flowline). <br />14 <br />Center of Ramp <br />NSto 44+"21.7' Rt <br />Ci R2=10 <br />TYP E 3 RAMP <br />Orange Street <br />Sta 13+98 (Lt) <br />BC \ <br />000 <br />Q o o U U O A <br />oo000 'I <br />-R1=12' ��U EC � <br />1 <br />CD <br />`n + <br />v <br />o � 1 <br />00 <br />FT Install ADA Ramp i <br />o per SJCo Std R24 1 <br />I <br />I <br />- ` 20' <br />I <br />7.5' <br />TYPE 4 RAMP <br />7.5' <br />Center of Ramp , <br />Sta 10+21.3 24.4 Lt <br />I'(+ 44.,* <br />> Z I . � R <br />R1=10' <br />Fc BC <br />EC <br />CL <br />R2=12' <br />M <br />+ n. <br />+ <br />Ln� <br />ICU <br />Install ADA Ramp <br />per SJCo Std R24 0 <br />c <br />ADA RAMPS SCHEDULE <br />Orange St, Academy St and Carolina St <br />R°FL S <br />Location <br />Quad. <br />TypeB <br />Radius <br />FL <br />eg aon <br />Station <br />MDP Station <br />. <br />End Station <br />REMARKS <br />O <br />Academy St/Orange St <br />SE <br />2 <br />181 <br />9+70 1' Rt <br />9+75.6 7.2' Rt �Y- <br />9+I@'5 16' Rt <br />12 SQYD <br />14+01.7 27.2' Rt <br />FL Elev= 43.29 <br />NE10' <br />4 <br />15 SQYD <br />10+27.2 22' Lt <br />FL Elev= 42.96 <br />FL Elev= 45.25 <br />FL Elev= 45.03 <br />FL Elev= 44.81 <br />Stations and offsets @ Orange St <br />2O <br />Academy St/Orange St <br />NE <br />1 <br />28' <br />10+18 50' Rt <br />10+26 30' Rt <br />10+46 22' Rt <br />3' <br />12' <br />4 SQYD <br />Sta 13+26 Rt <br />3' <br />12' <br />FL Elev= 44.26 <br />FL Elev= 44.11,644.1 34 <br />FL Elev= 44.25 <br />Stations and offsets ® Orange St <br />O <br />Orange St/Indiana St <br />SE <br />1 <br />241 <br />17+96.2 22' Rt <br />18+12.8 25 J' Rt <br />18+20.2 46' Rt <br />R&D existing Curve Return. Reconstruct Curve <br />FL Elev= 41.92 <br />FL Elev= 41.82 <br />FL Elev= 41.72 <br />Return and install ADA Ramp <br />Stations and offsets @ Oran e St <br />O <br />Orange Street <br />-----i-.W-------.W----- 0i ----W- ---W'i 4*-. <br />3 <br />ORANGE STREET <br />14+16 22' Lt <br />14+24 22' Lt <br />14+32 22' Lt <br />_ <br />m <br />FL Elev= 43.33 <br />FL Elev= 43.29 <br />FL Elev= 43.25 <br />Stations and offsets ® Orange St <br />Location <br />OOrange St/Carolina St <br />(Bulb Out) <br />Og Orange St/Carolina St <br />(Bulb Out) <br />DRAWN BY <br />Enrique Siva <br />DRAWER <br />vel <br />Quad. <br />Type <br />R°FL S <br />Beg Station <br />MDP Station <br />End Station <br />Ra FL s 2 <br />Beg Station <br />MDP Station <br />End Station <br />SE <br />4 <br />12' <br />13+79 22' Rt <br />FL Elev= 43.45 <br />13+82.5 21.5' Rt <br />FL Elev= 43.43 <br />13+85.8 19.8' Rt <br />FL Elev= 43.41 <br />10, <br />13+85.8 19.8' Rt <br />FL Elev= 43.41 <br />13+95.9 18.9' Rt <br />FL Elev= 43.35 <br />12 SQYD <br />14+01.7 27.2' Rt <br />FL Elev= 43.29 <br />NE10' <br />4 <br />15 SQYD <br />10+27.2 22' Lt <br />FL Elev= 42.96 <br />10+18.8 27.7' Lt <br />FL Elev= 43.00 <br />10+ 19.8 37.9' Lt10+ <br />FL Elev= 42.96 <br />12' <br />19.8 37.9' Lt <br />FL Elev= 42.96 <br />10+21.4 41.1' Lt <br />FL Elev= 42.94 <br />10+22 44.5' Lt <br />FL Elev= 42.92 <br />DATE PROJECT ENGINEER <br />9/15 <br />SHEET NO. <br />8�9 <br />DATE CHECKED BY <br />DATE <br />COUNTY OF SAN JOAQUIN <br />/o/r1/ <br />existing <br />YP•) <br />Hot Mix Asphalt (Misc. Areas) <br />New Conc Dwy <br />r------- ------- <br />- <br />Conform <br />i <br />CL <br />JW <br />HOT MIX ASPHALT (MISC AREAS <br />Location <br />M <br />I <br />Area <br />Orange St <br />Depth <br />Width <br />Area <br />Stu 12+36 Rt <br />2.5' <br />28' <br />8 SQYD <br />Sta 15+65 Rt <br />5 SQYD <br />20' <br />11 SQYD <br />Stu 14+69 Lt <br />6.5' <br />16' <br />12 SQYD <br />Sta 16+91 Rt <br />9' <br />15' <br />15 SQYD <br />Sta 17+05 Rt <br />9P14' <br />00 <br />14 SQYD <br />Sta 17+22 Rt <br />9' <br />11' <br />11 SQYD <br />Academy St <br />0 <br />Area <br />Sta 12+15 Rt <br />3' <br />12' <br />4 SQYD <br />Sta 13+26 Rt <br />3' <br />12' <br />4 SQYD <br />Carolina St <br />M <br />I <br />Area <br />Sta 12+50 Lt <br />1 2.5' <br />1 20' <br />1 6 SQYD <br />8" Wide <br />Concrete Band <br />vt <br />I i 7 <br />C ..i <br />�-.�- <br />�__ <br />`C COi'1St Earthwork <br />Road Widening <br />15' l' -5' - <br />Saw <br />'-5'-Saw Cut 1 <br />Var <br />1 Existing Roadway <br />0.12' HMA <br />over Planing 0.60' HMA <br />0 <br />Seal Joint <br />R. <br />Interlocking 8" wide soldiers <br />Pavers <br />- I course Pavers <br />(Mission Style) <br />4" PCC over <br />/-4" Class 4 aggregate subbase <br />New Conc Dwy <br />Depth <br />Conform <br />Saw Cut <br />onform ® BOW <br />MINOR CONCRETE <br />Location <br />M <br />Orange St <br />Depth Width <br />x <br />Sta 14+09 Lt <br />2.5' 10 <br />cn' <br />Sta 14+45 Lt 1 <br />5.5' 18' <br />11 SQYD <br />Sta 17+15 Rt <br />8' 5' <br />5 SQYD <br />a <br />CD <br />Valley Gutter <br />Orange St: Stu 17+96 to Sta 18+20 (Rt) <br />MAILBOX RELOCATION <br />Division (209) 468-3088 for approved <br />DETAIL list of vendors. <br />o <br />0+0 <br />! !� I <br />CT! <br />3.5' wide -413 <br />-1 -0 <br />CL <br />1 <br />I <br />00 <br />'+ <br />A <br />(PHASE III) <br />3 <br />SHOEETS <br />Q+ <br />0 <br /><D N <br />(Orange Street, Carolina Street and Academy <br />Street ) <br />8 <br />11 <br />Q. <br />f <br />sSn���.�. �z <br />Saw Cut <br />onform ® BOW <br />MINOR CONCRETE <br />Location <br />0.12' <br />Orange St <br />Depth Width <br />Area <br />Sta 14+09 Lt <br />2.5' 10 <br />3 SQYD <br />Sta 14+45 Lt 1 <br />5.5' 18' <br />11 SQYD <br />Sta 17+15 Rt <br />8' 5' <br />5 SQYD <br />Academy St L Depth Width I Area <br />Stu 13+25 Lt 10.5 14' 1 16 SQYD <br />-_ 10' -- <br />Concrete Band <br />8" wide x 8" deep <br />(both sides) Concrete <br />Pavers <br />Geotextile Turn Asphalt <br />Up at curbs 1" to 1Y2"Pavement <br />�-Beding Sand <br />#4 Re -Bar ® 18" O.C. <br />(Both ways) <br />6" Class II <br />AB Subgrade <br />\--2" Dia Drain Hole locate compacted to 95% <br />at lowest elevations fill <br />with pea gravel <br />B SECTION B -B <br />INTERLOCKING PAVERS CROSSWALKI <br />7.5' <br />R&D Existing CG&S <br />and ADA Ramp <br />Install Vertical Curb, Gutter <br />and Sidewalk per SJCo Std R-7 <br />& Replace ADA Ramp <br />-4" (Min) Aggregate <br />Subbase Class 4 <br />Gutter Lip <br />N N 8" <br />0 <br />Face <br />f Curb <br />4' Min <br />v, C -------- 0 - ----- C� <br />Bow Ve�rti�al <br />ur <br />a <br />LA- N? 611 <br />'ON 133HS I d3MVaG <br />Roadway <br />0.12' <br />HMA Overlay <br />� �Q <br />9�` CI VIL <br />Reconstruction N <br />over planing <br />rn <br />`D o, <br />RECONSTRUCT CURB RETURN <br />E <br />SECTION C -C <br />Install Concrete CD <br />ADA RAMP DETAIL <br />1170' <br />a <br />CD <br />Valley Gutter <br />Orange St: Stu 17+96 to Sta 18+20 (Rt) <br />MAILBOX RELOCATION <br />Division (209) 468-3088 for approved <br />DETAIL list of vendors. <br />co a <br />0+0 <br />! !� I <br />CT! <br />3.5' wide -413 <br />-1 -0 <br />00 <br />1 <br />I <br />00 <br />AC Frontage <br />WOODBRIDGE STREETS IMPROVEMENTS <br />(PHASE III) <br />SHEET NO. <br />SHOEETS <br />Q+ <br />) <br /><D N <br />(Orange Street, Carolina Street and Academy <br />Street ) <br />8 <br />11 <br />Q. <br />sSn���.�. �z <br />w <br />-----i-.W-------.W----- 0i ----W- ---W'i 4*-. <br />ORANGE STREET <br />N <br />17 N : 18 <br />_ <br />m <br />- <br />IM <br />3O <br />7 <br />R&D Existing Curve Return. <br />° �,� 36'- <br />Reconstruct Curve Return CG&S <br />See detail and schedule this page. <br />I <br />ORANGE <br />STREET <br />PLANING <br />DETAIL <br />0.12' HMA Overlay <br />0.12' HMA Overlay <br />over planing <br />over planing <br />Roadway <br />-----Reconstruction <br />8,. 20' <br />o as <br />N N N <br />+ + + + <br />0 0000 0000 00 1 <br />L O <br />rn <br />--�--W-------W ---T-- - `L n <br />am _.._.._. J _..._� ,e so - - - ----� > <br />3 <br />4 <br />1 m <br />ACADEMY STREET lo <br />- t-� <br />T a <br />v <br />I <br />\, Saw cut concrete band. <br />Repair and re -install brick <br />pavers after drainage <br />pipe installation <br />ACADEMY STREET <br />PLANING DETAIL <br />0.12' HMA Overlay <br />over planing <br />Roadway <br />econs ruc ion <br />0.12' HMA Overlay <br />over planing <br />20'a 22'0 <br />as <br />N4 00 <br />N N N <br />O N <br />'o <br />.- <br />CAROLINA STREET <br />___ 14 cn 0 <br />_-- SD CJ-_ <br />�-4 <br />1.0 <br />RECORD DRAW I <br />Nth <br />•atlon� � > <br />��-'.-IV._ Saw cut concrete band. <br />Repair and re -install brick <br />3 r pavers after drainage <br />arson Using This Drawing Should Verity pipe installation <br />�rmstion 13y inspecting The Site -,f <br />48" Min 19 CAROLINA STREET <br />PLANING DETAIL <br />l� <br />* 2"x2" Square 8" OFESS1 <br />Perforated - ME,���, <br />Steel Tubing <br />cn o <br />No. 42581 <br />4.5' <br />0 <br />� �Q <br />9�` CI VIL <br />aF CP��F <br />RECONSTRUCT CURB RETURN <br />AND 7.5' <br />SECTION C -C <br />ADA RAMP DETAIL <br />Curb, Gutter and Sidewalk <br />* Contact: SJ Co County Traffic Maintenance <br />Orange St: Stu 17+96 to Sta 18+20 (Rt) <br />MAILBOX RELOCATION <br />Division (209) 468-3088 for approved <br />DETAIL list of vendors. <br />David Men /z <br />Orange St Sta 13+90 (Lt) <br />RCE 42581 <br />NO SCALE <br />CONSTRUCTION DETAILS <br />WOODBRIDGE STREETS IMPROVEMENTS <br />(PHASE III) <br />SHEET NO. <br />SHOEETS <br />(Orange Street, Carolina Street and Academy <br />Street ) <br />8 <br />11 <br />