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B- <br />U <br />---M — <br />Conform at existing <br />A.C. walkway. <br />Retaining curb as necessary <br />at back edge of sidewalk. <br />RW <br />pPlace truncated <br />\ domes curb ramp <br />per R.S.P.P A88A <br />R O, (Typical). <br />J ) Existing light pole <br />to remain in place. <br />�`- Existing fence pole <br />{_ \ (TYP•) <br />Contractor shall remove 23'f L.F. of existing -----Y%\ 'Ty, <br />chain link fence section and post, and restore , <br />them at new position as required by the new <br />ramp. All new materials shall be the some #- <br />materials as the existing. Removal and restoration <br />of fence shall be considered cs included in the <br />construction lump sum price for relocate fence. -'- <br />TYPE 1 RAMP DETAIL <br />Sta. 39+85 (LT.) <br />Refer to S.P. A88A case "G" for Ramp details. <br />Conform at existing expansion joint or <br />existing A.C, walkway. <br />BCR <br />---------------� <br />Place truncated domes <br />at curb ramp per <br />R.S.P. A88A (Typical). <br />Retaining curb as <br />necessary at back <br />edge of sidewalk, i " ` �A/ <br />00'/ <br />Widen sidewalk <br />as required. <br />1:1 (TYP•) <br />6 (Typ.) — <br />'Obb -in' <br />---- I --- <br />N <br />------------ <br />---+---- Front edge <br />of sidewalk <br />(Flowline) <br />TYPE 2 RAMP DETAIL <br />New <br />concrete <br />sidewalk <br />GUTTER DETAIL <br />AT SDI LOCATIONS <br />DRAWN BY <br />Enrique Sdva <br />FILE NAME <br />WW•ANINun.M <br />/ Flowline <br />----------------- <br />`2 7o <br />a <br />6" L Place -• <br />(Min) Truncated <br />Domes <br />RAMP DIMENSION SCHEDULE <br />No. <br />Location <br />Quad. <br />Type <br />Ramp dimensions <br />BCR <br />B <br />C <br />S <br />L <br />1 <br />Wilson Way/Songuinetti Lane <br />SE <br />1 <br />Set ® Wilson Way <br />16.2 <br />25.4' <br />NA <br />18.0' <br />2 <br />Wilson Way/E Street <br />SW <br />2 <br />Set ® E Street <br />14.2' <br />23.1' <br />14.2' <br />17.5' <br />3 <br />Wilson Way/Mistletoe Avenue <br />NW <br />2 <br />Set 0 Wilson Way <br />9,5' <br />19.1' <br />30.0' <br />17.8' <br />4 <br />Wilson Way/Belvedere Avenue <br />SE <br />2 <br />Set ® Wilson Way <br />19.1' <br />26.5' <br />18.5' <br />18.2' <br />5 <br />Wilson Way/Alpine Avenue <br />SW <br />2 <br />Set @ Alpine Ave <br />1 18.6' <br />29.9' <br />NA <br />New R.A.C. walkway <br />O� ' <br />\ \ <br />Existingdrainagepipe <br />��� \ and h <br />p padwalls <br />y� \ to remain in place. <br />B <br />f WILSON WAY <br />49 50 <br />WALKWAY DETAIL <br />Sta. 49+38 to Sta. 50+06 <br />Const. <br />I E.P. , <br />36 7 2 <br />r R.A.C. walkway <br />I0.13' Conform <br />Vor. _ 2%f_ <br />I Va�� <br />I ' <br />ust existing ------J <br />.I. to final Existing roadway Place Compact existing native <br />grade, shoulder backing. material to 90% <br />relative compaction. <br />SECTION B -B <br />SECTION A -A <br />DATE PROJECT ENGINEER DATE CHECKED <br />03109 <br />L2 <br />DRAWER SHEF N0. ACAD <br />E: P rojects\2008\Wil son Way\AII plans\Const Det <br />us rlecessury <br />4" (Min.) Aggregate Subbase, <br />Class 4 Compact to a minimum <br />relative compaction of 90% <br />(Typical) <br />DATE I APPROVAL RECOMMENDED I DATE <br />REVISIONS <br />DATE <br />COUNTY OF SAN JOAQUIN <br />E.P. Conform ®-E.P_ <br />41 R R <br />R=existing radii 1� Conforms <br />1 i <br />Variable depth asphalt concrete <br />over existing paved driveway. <br />Pavement <br />repair area <br />For loop detectors <br />y,� installation. <br />+ Refer to S.S.P. <br />• • section 10-1,39, <br />l\ <br />s <br />u �• �/ / TS \ ,� <br />WILSON WAY <br />LOOP REPLACEMENT DETAIL <br />NO SCALE <br />Y No. 38465 <br />* Exp. 3-31-11 <br />s <br />'00, - 14461100 � <br />Peter D. Martin <br />Registered Civil Enginner <br />CONSTRUCTION DETAILS <br />'ON 133HS I 83MV80 <br />Limits of clearing & grubbing. <br />1 <br />36'-48' 2' <br />�281-40'8' , <br />00 <br />77 <br />Existing roadway J <br />Grading Plan Exist. vertical or rolled curb <br />to remain in place. <br />LONGITUDINAL PLANING DETAIL <br />Note: Contractor is to plane all asphalt concrete <br />pavement adjacent to gutter lip to a depth of 0.08' <br />below the gutter lip. <br />C�t <br />Limits of <br />1 clearing ana gruooinc <br />36' 1' <br />28, 7, <br />i 2, <br />Existing driveway culverts <br />covered with A.C. <br />to remain in place <br />Grading planeO � Existing curb, gutter <br />o <br />,oe and sidewalk <br />to remain in place. <br />,NGITUDINAL PLANING DETAIL <br />DRIVEWAY CULVERTS <br />Sta. 32+35 to 32+70 (RT.) <br />Sta. 33+71 to 34+03 (RT.) <br />4' Minimum 0. <br />Existing <br />ace <br />concrete' <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum). The maximum layer <br />thickness placement shall not exceed 0.20'. <br />Approximate dimensions used for estimating <br />purposes are available upon request. Dimensions <br />and locations are subject to change at Engineer's <br />discretion. <br />Maximum Payment Width <br />for AC (Misc. Areas). t <br />New CG & S 1 Existing <br />Pavement <br />Place AC (Misc. Areas) <br />0.6' Thick to restore <br />Pavement <br />TYPICAL SECTION OF A.C. <br />MISC. AREAS <br />t A.C. Width may be increased as needed for conform <br />or slope reasons with approval from the Engineer. <br />WILSON WAY RESURFACING <br />(Orwood Street to Alpine Avenue) <br />SHEETI TOTAL <br />N0. I SHEETS <br />s 1 10 <br />