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Ct Const. GENERAL NOTES I 1. The Contractor -shall obtain an Encroachment Permit from Caltrans for work Limits of Clearing and Grubbing and traffic control within the State's right-of-way. & Mailbox Relocation 2. Excavated Material generated by pavement repair and planing asphalt concrete See ❑1 11 ' I ❑1 1t' See pavement, shall be thoroughly pulverized and used as embankment. Shoulder Shoulder Material shall be distributed throughout the project and blended with the Details ❑2 20' Pavement Reinforcing Fabric Details top 6" of native material in the embankment area. The cost paid for This Sheet This Sheet Earthwork (Misc. Areas) shall include full compensation for on site hauling, I blending, shaping and compacting. �VVar. Var_._� 3. All shoulder backing work (except for final lift of shoulder backing shall be completed prior to placing final layer of asphalt concete. i I i (--------------- ----- ----------- ----_--_----J 4. Asphalt Concrete shall be placed in two (2) layers of approximately equal Existing Roadway I 0.25' Asphalt thickness with reinforcing fabric between the layers. Placement of the top TYPICAL SECTION Concrete Overlay layer shall not begin until the bottom layer has been in place for 24 hours. N 99 Frontage Road (W): Sto. 44+40 to Sta. 230+40 5. All fences shall remain in place. Woodson/Jahant Road : Sta. 8+50 to Sta. 21 +80 6. Where superelevations exist on horizontal curves, the new surface slope and $ drainage shall conform to existing. SHOULDER SCHEDULE N 99 FRONTAGE ROAD W DOD IN J ROAD ❑1 Refer Plan Sheet for width variations ❑3 WOODSON/JAHANT ROAD Sta. to Sta. (Left) Detaill Sta. to Sta. (Right) Detail Stu. to Sta. (Left) Detail Sta. to Sta. (Right) Detail (Sta. 10+69 - Sta. 14+76, Lt.) g > 44+40 to 131+84 1 44+40 to 230+40 1 8+50 to 10+69 1 8+50 to 11+05 1 ❑2 N 99 FRONTAGE ROAD (W): (Sto. 16+90 - Sta. 19+96, Lt.) 0.10' s O 131+84 to 134+87 2 10+69 to 14+76 2 11+05 to 14+82 2 28': Sta. 131+84 - Sta. 134+87 (Sta. 11 +05 - Sta. 14+82, Rt.) M 134+87 to 219+81 1 16+90 to 19+96 2 17+12 to 20+02 2 28': Sta. 219+81 - Sto. 225+48 (Sta. 17+12 - Sta. 20+02, Rt.) z 219+81 to 225+48 2 19+96 to 21+80 1 20+02 to 21+80 1 WOODSON/JAHANT ROAD 225+48 to 230+40 1 27': Sta. 10+69 - Sto. 11 +05 M 32': Sta. 11 +05 - Sta. 14+76 ® N 99 FRONTAGE ROAD (W): 32': Sta. 17+12 - Sta. 20+02 LEFT SHOULDER Const. Const. 2': Sta. 105+70 to Sta. 108+60 4': Sta. 108+60 to Sta. 111 +00 Limits of Clearing and Grubbing Limits of Clearing and Grubbing 2': Sta. 162+00 to Sta. 165+50 and Mailbox Relocation I and Mailbox Relocation RIGHT SHOULDER j ❑1 1416' 1't I ❑1 Sta. 59+50 to Sta. 111+00 2' Sta. 129+50 to Sta. 172+00 i ®2 _4 E I 6' 2't to. 180+00 to Sta. 225+00 i Var. 1E I WOODSON/JAHANT ROAD I Var_,_� Op`1' Exist. A.C. LEFT SHOULDER 1 o I I V°_�• Dike to J m i 4': Sta. 19+96 to Sta. 21+80 ------- - I remain n 0.12' Min. RIGHT SHOULDER J „ I Shoulder Backing Var. Depth Shoulder -------------------- ~ 4': Sta. 20+02 to Sta. 21+80 m Backing or Embankment (Typ.) -------- Z DETAIL 1 SHOULDER DETAILSETD AIL 2 COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION N 99 FRONTAGE ROAD (bW) RESURFACING Sheet No. Q Peltier Road to Liberty Road) 2 of is DRAWN BY DATE P CT ENGINEER DATE CH KED DATE APPROVAL RECOMMENDED DATE OMJf t 3�u a 91/r✓rtue o 3l3