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— <br />44 <br />C <br />B <br />SHAW <br />46 <br />A EF0155 Z �B <br />HMA Overlay• - <br />0.25' <br />tllll Existing <br />Existing Roadway; ,Ditch, <br />F— — — — — — <br />Zone A: Sta 41 +10 to Sta 42+85 (Rt) <br />-Existing <br />HMA Overlay ETW , EP -HP Brick Wall <br />0.25' P2MA d Conform <br />A <br />I l Existing <br />Existing Roadway - Ditch <br />0 <br />LJ <br />0 <br />ROAD o <br />47 48 v <br />N <br />Existing Dwy- <br />1448 Shaw Road"', <br />HMA Overlay <br />0.25' <br />"ExistingRoadwa' <br />Zone B: Sta 42+85 to Sta 43+95(Rt) <br />HMA Overlay ETW --2> EP <br />0.25 Tapered 0.04' <br />HMA <br />Existing Roadway <br />---- <br />Zone C: Sta 43+95 to Sta 44+40 (Rt) Zone D: Sta 44+40 to Sta 48+23 (Rt) <br />Existing 4' min --TYPE 1 = 0.50' HMA <br />Surface See Note Below TYPE 2 = 0.25' HMA <br />Existing <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate dimensions used for <br />estimating purposes are available upon request. Dimensions, <br />locations and Type are subject to change at the Engineer's discretion. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />D. gam9m11R.. Gong%y 13119120201 ' -4 . <br />NO SCALE <br />DATE CHECKED <br />Conform ® EP-,\ - A 97 <br />EP 1 Const EP <br />$, --■-vHMA Overlay Driveway -E <br />R7R 1 Var_ VaL <br />c <br />'- (10�°..M ax) icy <br />Conform i- A 'I <br />12' min Existing _Roadway, <br />Existing width 0.04 <br />Variable depth HMA over Var depth HMA over- Existing Surface i <br />existing paved driveway existing surface <br />DRIVEWAYS (TYPE E) SECTION A—A <br />Conform ® EP B f <br />EP -- Const EP <br />- �---�-HMA Overlay - -48'- - E <br />Dwy/Frontage o <br />8 1:1 1:1 _ Ic <br />- - ' VIII/ 10m ax) 0 <br />Conform L►g ExistingRoadway' <br />_y � <br />1.2 mm _ . C -) - - - - - Existing <br />Existing width 0.30' HMA over shaped and- --R & D Surface <br />0.30' HMA over shaped and compacted native material Excavated Material <br />compacted native material <br />DRIVEWAYS STYPE D) SECTION B—B <br />NOTE: Portion of existing driveway shall be removed 8' or as noted below from <br />the edge of pavement. Concrete driveways shall be saw cut to provide a <br />neat joint at the conform line. <br />i rx- ..# %.#1 E. 'tw o e v%j <br />I 117"I1-of16 Ur%IVC.VVHTJ ULIAIL htctlon*81 /,'Y� 4 -Tl tv,nt- <br />CONCRETE DRIVEWAY: INo %IU -- <br />A'Sta 28+15 (Lt) -10' onto. IQ zz/?0 <br />Any Person U811111V This Di ng Should Ver= <br />If InformaUm 1111 ln- - --The site Of WT <br />Lim'ts of CI & G bb' <br />Const I -•-i`-- ---- Limits of Clearing & Grubbing <br />i Baring ru ing <br />1 *6' EP ---12'- 16'--�-► <br />2' <br />g% `Match Existing Slope <br />Uw - <br />i <br />SHAW <br />ROAD <br />SHOULDER <br />SCHEDULE (Right Side Only) <br />Zone <br />Begin Sta <br />End Sta <br />_ <br />Description of Planing Operation <br />A <br />41+10 <br />42+85 <br />1' wide +eerrr to Conform cIASS 2 AR <br />B <br />42+85 <br />43+95 <br />0.25' HMA <br />to Steep Driveway (Existing) <br />C <br />43+95 <br />44+40 <br />2' wide - <br />0.25' to 0.04' Tapered HMA <br />D <br />44+40 <br />48+23 <br />2' wide to <br />0.04' Tapered HMA Conform at Existing -EP <br />Existing 4' min --TYPE 1 = 0.50' HMA <br />Surface See Note Below TYPE 2 = 0.25' HMA <br />Existing <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate dimensions used for <br />estimating purposes are available upon request. Dimensions, <br />locations and Type are subject to change at the Engineer's discretion. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />D. gam9m11R.. Gong%y 13119120201 ' -4 . <br />NO SCALE <br />DATE CHECKED <br />Conform ® EP-,\ - A 97 <br />EP 1 Const EP <br />$, --■-vHMA Overlay Driveway -E <br />R7R 1 Var_ VaL <br />c <br />'- (10�°..M ax) icy <br />Conform i- A 'I <br />12' min Existing _Roadway, <br />Existing width 0.04 <br />Variable depth HMA over Var depth HMA over- Existing Surface i <br />existing paved driveway existing surface <br />DRIVEWAYS (TYPE E) SECTION A—A <br />Conform ® EP B f <br />EP -- Const EP <br />- �---�-HMA Overlay - -48'- - E <br />Dwy/Frontage o <br />8 1:1 1:1 _ Ic <br />- - ' VIII/ 10m ax) 0 <br />Conform L►g ExistingRoadway' <br />_y � <br />1.2 mm _ . C -) - - - - - Existing <br />Existing width 0.30' HMA over shaped and- --R & D Surface <br />0.30' HMA over shaped and compacted native material Excavated Material <br />compacted native material <br />DRIVEWAYS STYPE D) SECTION B—B <br />NOTE: Portion of existing driveway shall be removed 8' or as noted below from <br />the edge of pavement. Concrete driveways shall be saw cut to provide a <br />neat joint at the conform line. <br />i rx- ..# %.#1 E. 'tw o e v%j <br />I 117"I1-of16 Ur%IVC.VVHTJ ULIAIL htctlon*81 /,'Y� 4 -Tl tv,nt- <br />CONCRETE DRIVEWAY: INo %IU -- <br />A'Sta 28+15 (Lt) -10' onto. IQ zz/?0 <br />Any Person U811111V This Di ng Should Ver= <br />If InformaUm 1111 ln- - --The site Of WT <br />Lim'ts of CI & G bb' <br />Const I -•-i`-- ---- Limits of Clearing & Grubbing <br />i Baring ru ing <br />1 *6' EP ---12'- 16'--�-► <br />2' <br />g% `Match Existing Slope <br />Uw - <br />i <br />CONSTRUCTION DETAILS <br />DATE <br />I S / z - <br />Co t ETW EP <br />Paved 4' <br />Shoulder 29 <br />8�_ L <br />f Existing Roadway <br />f - Shoulder <br />Backing <br />Earthwork <br />Misc Areas) <br />F <br />i <br />Conform <br />Existing <br />Grade <br />EARTHWORK <br />Shoulder <br />Existing <br />Roadway <br />Existing <br />Backing <br />Sta <br />Sta <br />Sta <br />26+00 <br />32+10 <br />32+95 <br />---------- <br />Sta <br />Sta <br />Sta <br />Grade <br />(Rt) <br />(Rt)46 svr4mte <br />(Rt) <br />SHOULDER <br />DETAIL <br />Shaw Road: Sta 13+00 <br />to <br />Sta <br />18+60 <br />(Rt) *4' <br />Sta 19+25 <br />to <br />Sta <br />25+60 <br />(Rt) <br />Sta 34+25 <br />to <br />Sta <br />40+75 <br />(Rt) <br />Sta 13+00 <br />to <br />Sta <br />14+00 <br />(Lt) <br />Sta 15+80 <br />to <br />Sta <br />48+23 <br />(Lt) <br />piace <br />Loam instead <br />o€- <br />4eulder <br />Backing <br />CONSTRUCTION DETAILS <br />DATE <br />I S / z - <br />Co t ETW EP <br />Paved 4' <br />Shoulder 29 <br />8�_ L <br />f Existing Roadway <br />f - Shoulder <br />Backing <br />Earthwork <br />Misc Areas) <br />F <br />i <br />Conform <br />Existing <br />Grade <br />EARTHWORK <br />(MISCELLANEOUS <br />AREAS <br />Sta <br />Sta <br />Sta <br />26+00 <br />32+10 <br />32+95 <br />to <br />to <br />to <br />Sta <br />Sta <br />Sta <br />31 +20 <br />32+50 <br />33+70 <br />(Rt) <br />(Rt)46 svr4mte <br />(Rt) <br />ELLEN STREET AND SHAW ROAD RESURFACING I Sheet No. <br />(State Route 26 to North End) 4 of 5 <br />