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R/W 00/7St. <br />_ 50' <br />See <br />shoulder <br />details <br />on this <br />sheet <br />R/W <br />$" U —lU 12- 12 <br />Travel way Travel way i Travel way Travel way <br />1 <br />Var. _Var. <br />Var. <br />8' <br />See <br />shoulder <br />Vali details <br />— — — — — Existing roadway <br />-------- --------- <br />------ --------- <br />J <br />R/W <br />Overlay 0.13' R.A.C. For longitudinal planing <br />LEFT TYPICAL SECTION RIGHT detail see sheet 9 (Typ.) <br />Sta: 17+05 to Sta: 28+90 Sta: 17+05 to Sta: 48+53 <br />See <br />shoulder <br />details <br />on this <br />sheet <br />50' <br />12' <br />Travel way <br />12' <br />Travel way <br />f Sta: 50+61 to Sta: 60+88 <br />Const <br />I 50' <br />6' _ ! 6' I 12 12 4'- <br />$' I <br />Travel way <br />Travel way <br />e <br />I <br />Var. Var. <br />r Va r.� <br />------ Existing roadway--_-- <br />------- <br />R/W <br />Overlay 0.13' R.A.C. For longitudinal planing <br />TYPICAL SECTION detail see sheet 9 (Typ.) <br />LEFT RIGHT <br />Sta: 28+90 to Sta: 60+88 Sta: 48+53 to Sta: 50+61 <br />GENERAL NOTES: <br />1. Placement of rubberized asphalt concrete surfacing shall not begin until the <br />asphalt concrete used in pavement repair has been in place for 18 hours. <br />2. Utility frames and covers shall be adjusted to grade after the resurfacing project is <br />complete. <br />3. Hand grinding of asphalt concrete pavement will 6e r9quired at locations where water <br />valvl,s, detector loops, utility boxes, and maintenance holes are within the planing <br />limit and pavement repair. Also, hand grind 6' around all S.D.I.'s when in paving <br />limits. <br />4. Existing pavement markers shall be removed and prepare surface prior to placing the <br />rubberized asphalt concrete. <br />5. Street side storm drain inlets shall be protected from water runoff, sediments, and <br />chemical pollutant in a manner consistent with the require lents of the (N.P.D.E.S.) <br />and S.W.P.P.P. <br />6. On curb ramps with no detectable warning surface, the contractor shall place <br />detectable warning surfaces as shown on the plans. The cost for this item is to be <br />included in the retrofit curb ramp detectable warning surface item of work. <br />7. All new curb, gutter and sidewalk shall conform to the existing flowline elevations, <br />with a straight grade between conforms. <br />8. Asphalt concrete (miscellaneous areas) shall be placed in two lifts. <br />9. Install expansion joints at B.C.R. and E.C.R. and at beginning and end of new <br />sidewalk. <br />10. All minor concrete work (Including ADA ramps, and curb, gutter and sidewalk) that <br />is to be removed shall be saw cut to the limits shown on the plans. The cost of <br />the saw cutting is to be included in the minor concrete (curb, gutter and sidewalk) <br />item of work. <br />11. Part circle culverts and steel plating at driveways are to remain in place unless <br />otherwise directed by the Engineer. <br />12. Reference to class "B" concrete in these plans or special provisions shall be <br />considered the same as class 3 concrete. <br />13. Adjust sanitary sewer maintenance holes per City of Stockton Std. Dwg. 39 and Dwg. 54. <br />14. Adjust storm drain maintenance holes per S.J. Co. Std. CW -36. <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />Enrique Siva 03/09 <br />1 6 �! <br />j.Puw <br />FILE NAME DRAWER SHEET N0. ACAD <br />E:Projects\2008\Wilson Way\All plans\Typ Sect <br />DATE APPROVAL RECOMMENDED DATE <br />3lir)b y <br />REVISIONS DATE <br />Existing curb, gutter and <br />walkway, valley gutter <br />or decorative rock planters <br />to remain in place. <br />JF <br />Const. <br />Limits of <br />2.5' 36'-48' <br />80 <br />Var. I <br />' Existing roadway <br />L— --------- <br />For longitudinal <br />planing detail <br />see sheet 9. <br />SHOULDER DETAIL A <br />Limits of <br />clearing and grubbing <br />1' <br />Exist. A.C. dike -- <br />t r m 'n 'n I <br />Const. <br />I <br />Var. <br />o e al I pace. For Ion 't <br />din I <br />gl u I a <br />planing detail <br />see sheet 9. <br />SHOULDER DETAIL C <br />SHOULDER SCHEDULE <br />WILSON WAY <br />D <br />SHOULDER SCHEDULE <br />WILSON WAY <br />LEFT SIDE <br />Detail <br />RIGHT SIDE <br />Detail <br />Sta. 17+05 to Sta. 35+57 <br />A <br />Sta. 17+05 to Sta. 31+00 <br />A <br />Sta. 35+57 to Sta. 37+05 <br />B <br />Sta. 31+00 to Sta. 32+11 <br />B <br />Sta. 37+05 to Sta. 49+38 <br />A <br />Sta. 32+11 to Sta. 39+96 <br />A <br />Sta. 49+38 to Sta. 50+06 <br />D <br />WALKWAY <br />Sta. 09+00 to Sli. 09+65 <br />D <br />MISTLETOE AVE <br />Sta. <br />50+49 <br />to <br />Sta. <br />56+10 <br />B <br />SANGUINETTI <br />Sta. 56+10 to Sta. 57+20 <br />D <br />Sta. 57+20 to Sta. 58+10 <br />A <br />Sta. <br />08+20 <br />to <br />Sta. <br />09+30 <br />D <br />ALPINE AVENUE <br />Sta. <br />59+21 <br />to <br />Sta. <br />60+88 <br />C <br />Sta. <br />Sta. <br />08+00 <br />to <br />Sta. <br />08+99 <br />B <br />SANGUINETTI <br />LN. <br />Sta. <br />08+99 <br />to <br />Sta, <br />09+60 <br />A <br />SANGUINETTI <br />LN. <br />Sta. <br />41+49 <br />to <br />Sta. <br />42+52 <br />A <br />Sta. <br />42+52 <br />to <br />Sta. <br />44+05 <br />B <br />Sta. <br />44+05 <br />to <br />Sta. <br />44+93 <br />A <br />Sta. <br />10+70 <br />to <br />Sta, <br />11+30 <br />D <br />Sta. <br />45+38 <br />to <br />Sta. <br />47+50 <br />A <br />Sta. <br />08+45 <br />to <br />Sta. <br />09+66 <br />D <br />Sto. <br />48+40 <br />to <br />Sta. <br />50+75 <br />A <br />VAI L AVE <br />E STREET <br />Sta. <br />10+45 <br />to <br />Sta. <br />11+60 <br />D <br />MISTLETOE <br />AVE <br />Sta. <br />11+02 <br />to <br />Sta. <br />11+60 <br />A <br />MISTLETOE <br />AVE <br />Sta. <br />51+56 <br />to <br />Sta, <br />54+31 <br />A <br />Sta. <br />08+90 <br />to <br />Sta. <br />09+22 <br />D <br />BELVEDERE AVE <br />Sta. <br />55+48 <br />to <br />Sta. <br />60+30 <br />A <br />Sta. 60+30 to Sta, 60+88 <br />C <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />TYPICAL SECTION, GENERAL NOTES, <br />AND SHOULDER DETAILS <br />'ON 133HS I 83MV80 <br />JF <br />Const. <br />Limits of <br />clearing and grubbing <br />36, 1 <br />8' <br />I <br />Va r. <br />—Var <br />Existing—roadway — _ - � Existing A.C. <br />shoulder <br />For longitudinal <br />planing detail <br />see sheet 9. <br />SHOULDER DETAIL B <br />1' <br />Conform. <br />Limits of <br />clearing and grubbing <br />IF'—a1' <br />Var. <br />Existing roadway <br />L --------------- <br />Place shoulder backing <br />SHOULDER DETAIL D <br />Limits of <br />clearing and grub*ng <br />f� 36, ►� 1, 2. <br />28, I 7, <br />1 --- <br />Vo- <br />Var <br />Existing <br />driveway culverts <br />covered with A.C. <br />to remain in place <br />See Longitudinal 0� Existing curb, gutter <br />planing detail at 0' and sidewalk <br />driveway culverts to remain in place. <br />at sheet 9 <br />DRIVEWAY CULVERTS <br />�k Note: Surfacing within one foot of driveway <br />culverts may be placed by hand and raked <br />to provide a smooth, uniform surface. <br />Sta. 32+35 to 32+70 (RT.) <br />Sta. 33+71 to 34+03 (RT.) <br />I No. 38465 I A <br />*` Exp. 3-31-11 /* <br />Peter D. Martin <br />Registered Civil Enginner <br />WILSON WAY RESURFACING <br />(Orwood Street to Diverting Canal) <br />SHEET TOTAL <br />NO. SHEETS <br />2 10 <br />