SP6998 - SP7003 - Laserfiche WebLink

Home Browse Search

F C017St Limits of Clearing and Grubbin and mailbox relocation. EP 9' —10' 0.25' Mill—In—Place Details See Shoulder Shape at 2% & Compact _2% EP 9,-10, 0.25' AC Overlay See Shoulder 27. 30, --,,Details TAT -7 �--------------- - -- i Existing Roadway -- - -- J- ------------- -- -------j Existing Surface TYPICAL SECTION Sta 10+50 to Sta 114+90 (Mill—In—Place) Sta 11+50 to Sta 60+94 Sta 64+17 to Sta 113+90 SHOULDER SCHEDULE (Left Side) (Right Side) Location Detail Location Detail 11+50 to 20+00 3 96+00 to 99+00 2 20+00 to 28+00 2 99+00 to 105+00 3 28+00 to 31 +00 3 105+00 to 1 1 1 +00 2 31 +00 to 45+50 2 111+00 to 114+50 1 45+50 to 63+00 3 114+50 to 114+90 2 63+00 to 80+00 2 111+00 3 49+00 80+00 to 84+603 111+00 to 111+50 1 84+60 to 90+00 2 111+50 to 114+90 90+00 to 96+00 3 3 1 Ll GENERAL NOTES: SHOULDER SCHEDULE 1. (Right Side) Location Detail Location Detail 11+50 to 30+70 2 89+50 to 93+00 3 30+70 to 36+30 1 93+00 to 96+00 2 36+30 to 43+40 2 96+00 to 99+00 3 43+40 to 45+00 3 1 99+00 to 107+00 2 45+00 to 49+00 2 107+00 to 111+00 3 49+00 to 59+00 3 111+00 to 111+50 1 59+00 to 80+00 2 111+50 to 114+90 3 80+00 to 85+00 3 85+00 to 89+50 2 Grade Existing Shoulder to place Tapered Edge 1' minimum width (Typ) iF Const I_ Limits of Clearing & Grubbin 27, 30� Existing J Roadway EP Earthwork (Misc Areas) Grade (Exist) 8% _ f Const Limits of Clearing and Grubbing and mailbox relocation. EP 2' 1 ' 4' TE Vo 30° --_ 8q dor Conform Existing Variable Depth Roadway Shoulder Backing SHOULDER DETAIL 2 Const 1' Limits of Clearing and Grubbing and mailbox relocation EP ✓ot ' - - TE � L0.25' Shoulder Backing SHOULDER DETAIL 1 Conform __�ar _87- 30° _27' Variable Depth-- Shoulder Backing Existing Roadway COUNTY OF SAN JOAQUIN— NO SCALETYPICAL SECTION SOWLES ROAD RESURFACING Sheet No. AND GENERAL NOTES (Peltier Road to Collier Road) 2 of 6 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Hung Ho 6/18 r--ItIf 04 �„/ a G/ �id' � � �'�''� ��f 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. SFIUULULK ULIAIL 3 2. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 3. Existing highway and utility facilities must remain in place unless otherwise noted. 4. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 5. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage. N 6. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material must be deposited or drifted von the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 7. Shoulder Backing material at all intersections radii must receive Penetration Treatment at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to O intersection radii plus fifty feet (50') in each direction or to the intersection conform. 8. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. M Z 9. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for P replacement and/or errors caused by their unnecessary loss or disturbance. COUNTY OF SAN JOAQUIN— NO SCALETYPICAL SECTION SOWLES ROAD RESURFACING Sheet No. AND GENERAL NOTES (Peltier Road to Collier Road) 2 of 6 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Hung Ho 6/18 r--ItIf 04 �„/ a G/ �id' � � �'�''� ��f