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Const. Const. <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> Limits of Clearing and Grubbing and Mailbox Relocation 1 <br /> ❑ - - - 12' ❑ 4" 4, 2' �1 <br /> Feehoulder Detail 12i-36' _ 12' See Shoulder Details 0.25' A.C. Variable ~I_`_I <br /> Depth B <br /> A.C. a <br /> 24 Pavement Reinforcing Fabric 2❑ <br /> 8%a Var. <br /> Z 3 <br /> 3 Shoulder Backing <br /> 77 <br /> Depth Varies <br /> L - - <br /> � <br /> Q <br /> /yam fJ ` Existing Roadway ` 0.25" Asphalt Concrete Overlay Detail <br /> Ly r Sta. 7+50 to Sta. 9+20t (Lt.) <br /> Q G Sta. 7+50 to Sta. 9+40 (Rt.) <br /> Sta. 21 +03 to Sta. 72+40 (Lt. & Rt.) <br /> TYPICAL SECTIONED Pavement width varies from <br /> >. Sta. 7+50 to Sta. 72+40 <br /> 0lE 12' to 36' between Sta. 59+00 <br /> am jt -. and Sta. 71+00 (Lt.) Const. <br /> i m tl_-i <br /> V' d c _ 2❑ Pavement reinforcing fabric width Limits of Clearing and Grubbing <br /> o > G cn increases to 36' between and Mailbox Relocation <br /> n �' `lj ',• ,i Sta. 62+20 and Sta. 68+10 <br /> o _ <br /> – 12 4 2 <br /> i'sm .^ a 0.25' A.C. Variable <br /> o Depth <br /> o <br /> i i GENERAL NOTES I Reinforcing Fabric — <br /> M m <br /> 0.04' - Exist. A.C. Dike <br /> 0 1 . Shoulder Backing material at all intersection radii shall be blended to remain <br /> with the top 6" of native soil material as directed by the Engineer. <br /> o Payment for blending shall be considered as included in the — — — — <br /> contract unit price paid for Shoulder Backing. <br /> 2. All shoulder backing work (except for final shoulder grading) L <br /> shall be completed prior to placing final layer of asphalt concete. Detail 2 <br /> 3 Asphalt Concrete shall be placed in two (2) layers of approximately <br /> equal thickness with reinforcing fabric placed over existing or Sta. 9+20t to Sta. 21 +03 (Lt.) <br /> a prepared surface. Sta. 9+40t to Sta. 21 +03 (Rt.) <br /> 1 � <br /> a 4. All fences shall remain in place. SHOULDER DETAILS <br /> r <br /> W m <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION EAST MAIN STREET RESURFACING sheet No. <br /> Gillis Road to Alpine Road 2 of 7 <br /> DRAWN BY DATE PRDJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP V RECOMMENDED I Pr TTE <br /> Virrtr/Li I0/00 Zd�o <br />