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"830 31"IVN 3113 <br /> Const. � <br /> o: <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 60' Earthwork <br /> See Note No. 5 16' 16' See Note No. 5 <br /> 2 8, 2 2'_ 1'-2' 14'-15' 1'-8' 2' 2' 2' <br /> Roadway8 –15 Road y 6 <br /> WideninI Widen ng <br /> 0.25' 0.30' 0.30' 0.25' <br /> GENERAL NOTES: <br /> _ Var. Var. <br /> Conform 1. The contractor shall use the Roadway Excavation material from existing <br /> alignmentproposed embankment. Excavated roadway material including <br /> Var. � �� Var Conform asphalt concrete subbase and imported borrow shall be removed to native soil. <br /> Existing roadway outside of new alignment shall be removed to match adjacent <br /> /XRC field elevation. <br /> Exist. Roadway 2. The 0.30' Asphalt Concrete Overlay is to be placed in two (2) layers of <br /> Shoulder Backing TYPICAL SECTION 0.35' T Shoulder Backing approximate equal thickness. <br /> Sto. 107+50 to Sta. 109+23 ( yP') <br /> Sto. 119+00 to Sta. 135+00 3. All earthwork, except for the final lift of Shoulder Backing, shall be <br /> completed prior to placing the final lift of Asphalt Concrete Surface <br /> No shoulder backing shall be deposited or drifted on the final lift of <br /> Asphalt Concrete Surface <br /> 4. Where the Plans or Specification describe portions of the work in general <br /> terms but not in complete details, it is understood that only the best <br /> general practice is to prevail and that the materials and workmanship of <br /> the first quality are to be used. Noted dimensions take precedent over <br /> 3 scale and any discrepancy shall be immediately brought to the attention <br /> Const. of the Resident Engineer. <br /> 5. The Contractor shall Install 5' long earth berms within the roadside ditch <br /> Limits of Clearing and Grubbing and Mailbox Relocation spaced as shown on plan. <br /> 60' Earthwork <br /> See Note No, 5 16' WIC 16' See Note No. 5 <br /> 2 6. 4' 2 4 Paved 12' 12 4' Paved 2'OW 2' 6' 2' <br /> +2% –2%� <br /> Shoulder Shoulder <br /> / <br /> 0.25' 0.30' A.C. 0.25' <br /> –2-�-� 89;_ <br /> Conform or. /// Conform <br /> Qriginol Qr rnd — Var <br /> _ O[aingl Gr�und- <br /> 1' Min, 1' Min. <br /> Shoulder Backing \ Compact Original Ground <br /> 0.70' (Class 2) Aggregate Base Shoulder Backing <br /> TYPICAL SECTION ® SUPER ELEVATION <br /> Sta. 113+70.69 to Sta. 121 +11 .13 <br /> Const. <br /> Limits of Clearing and (Grubbing and Mailbox Relocation <br /> 60' Earthwork <br /> See Note No. 5 — 16' ► 16' See Note No. 5 F�Si <br /> 2' 8. 2' 2' 4' Paved 12' I 12' 4' Paved 2' 2' 6 2' `��� D. M�g <br /> Shoulder Shoulder <br /> 0.30' A.C. 0 25, EXP 331- <br /> 0.25' * E.p. 3-31- <br /> Conform '� 01VIL pQ�' <br /> / / / Conform qc \F <br /> Var. j/// i/ ii!j/ij /j /i // j//i/ /i i//i//i/// // i///i// tel var. <br /> �i�al�rQmpd — 1rginqJI <br /> Gn1' Min. 1' Min. — Peter D. Martin <br /> RFGISTERED CML ENGINEER 38485 <br /> Compact Original Ground <br /> Shoulder Backing Shoulder Backing <br /> 0.70' (Class 2) Aggregate Base <br /> TYPICAL SECTION Embankment <br /> Sta. 110+00.00 to Sta. 113+70.69 <br /> Sta. 119+61 .13 to Sta. 120+00.00 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> P.T. 4706 Pct � � /ro/ob �C�i� e ¢f� eb COUNTY OF SAN JOAQUIN SCALE: NONE TYPICAL SECTION FAIRCHILD LANE IMPROVEMENTS NO. SHEETS <br /> �� �� �lafe��a 1 AND GENERAL NOTES (0.35 Mile East of Vignolo Road) 2 9 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />