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Const. Conform ® E.P. GENERAL NOTES I I - EP -- 1 . The Contractor shall obtain an encroachment permit from Caltrans Limits of Clearing and Grubbing and Mail Box Relocation for work and traffic control within the State's Right of Way. °° , 1:1 1 :1 2. Existing drainage facilities shall remain in place unless otherwise 24' Pavement Reinforcing Fabric 24' Pavement Reinforcing Fabric � noted. The Contractor shall conduct earthwork operations so as SeeSee r not to modify or obstruct the existing drainage. Shoulder -- Shoulder Schedule 3. All shoulder work (except for final shoulder grading) shall be 1 1 - completed prior to placing final lift of asphalt concrete. 8' I 12 _ 2 - - - � - -_2' 12 --- --a 12' 8' Schedule Conform--- - - - .-{� — - - 4. Asphalt Concrete used for Pavement Repair shall not be placed rExisting Width in layers which exceed 0.50' in compacted thickness. 12' Min. _Vor. _Var. Va—_� Va_ r, 5. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete used in pavement repair has been in 0.30' Asphalt Concrete Over shaped and compacted native place for 24 hours. _ _ _ _ — — - 6• Asphalt Concrete shall be placed in two (2) layers of approximate — — — — — — — — — — — — — L equal thickness with pavement reinforcing fabric placed on the ExistingRoadway I 0.25' A.C. Overlay y I TYPED existing surface. 7. Contractor shall scarify native soil adjacent to pavement at intersection radii to a depth of 6" and blend shoulder backing TYPICAL SECTION �-- Conform ® E.P. material prior to compaction. Limits of this work shall be limited to intersection radii plus 50' in each direction. Payment for Sta. 60+70 to Sta. 118+02 - -- --EP ----_ blending shall be considered as included in the price for Shoulder Backing. 00 R R 8. Where superelevations exist on horizontal curves, the new surface slope and drainage shall conform to existing or 0.80' A C. Widening I as directed by the Engineer. Const. 9. All existing trees, shrubs, fences, concrete walks and other R = Conform to Conform frontage improvements are to remain in place unless otherwise Limits of Clearing and Grubbing a � �� noted. - existing radii and Mail Box Relocation -' 10. Remove abandoned A.C. driveways at Sta. 84+12 (Lt.), I �8 Sta. 106+43 (Lt.) and Sta. 107+75 (Lt.). Payment for Variable depth Asphalt Concrete this work shall be by the Clearing and Grubbing Item. r i - Structure Backfill over existingpaved driveway. P Y 11 . The Contractor shall enter into on agreement with the Central o o E (95% Relative California Traction Company for work within the railroad's jurisdiction. o `o Compaction) dor_ o TYPEE 12. 9Hand grinding will be required at locations where existing water valves, 0 storm drain inlets, etc., are within the planing limits. - - - - - - - - - - — -' 1_a� 0_D. , , � TYPICAL DRIVEWAYS L--- Exist. Curb & Gutter O.D. + 2' _ LEGEND. DETAIL 3 TRENCH DETAIL 4' Min. 0.00' Depth of Asphalt Concrete Pavement Planing See Note Below ■ Limits of Asphalt Concrete Pavement Planing Existing Surface- — — — — � — Const. RW Const. -_ -t- T 55' Limits of Clearing and Grubbing _ _( YR) - -- 7'f and Mail Box Relocation r — — — — — — V h A C- ar. Dept . Layer 8' i 0.80' Asphalt Concrete 45't (Typ.) 5.0' 5.0' 1 .0't- - 0.97' - 1 .45' 1 -- -- -- --- Exist. A.C. Dike R & D Exist. 1.0r 2.5' E -- -a X I to remain in place Dike/Curb ----- o (Unless Noted Otherwise) 1 P.C.C. CURB 0 Exist. Chain Link VOf % Type B3 -- - o Fence to remain ( ) 1 I 0.25' A.C. YP 0 X in lace Note: Width 4 minimum). Overlay _ p Approximate dimensions used for estimating purposes I — I 18" S.D.I.- L Borrow ed are available upon request. Dimensions and locations ___ 2% _ are subject to change at Engineers discretion. Var. a - - — — — — — — —I o ' I 8q of 1 0.80' A.G. Widening 1 PAVEMENT REPAIR DETAIL DETAIL 2 ; 17 Pipe Flow Line Refer to Plan Sheets— - for actual grade —�+ Y I 12"0 Stub (R.C.P. CL. III) _ Width _ - 18"0 R.C.P. Refer to Plan Sheet No. 5 for Actual Width Const. (CL. V) Planed Surface Limits of Clearing and Grubbing DETAIL 4 — Existing Surface L and Mail Box Relocation i+• 2'-6• , .t SHOULDER SCHEDULE A - 6 � Sta. to Sto. (Left) Detail Sta. to Sta. (Right) Detail IYa—r- _ 0 60+70 to _64+80 1 2 60+70 to 60+84 1 1 ' VO 67+64 to 74+00 60+8,+ to 64+79 2 PLANING DETAIL 74+00 to 91 +00 1 67+64 to 70+50 2 Var. Depth 91 +00 to 99+30 3 70+50 to 77+88 4 Sta. 109+95 to Sta. 110+95 (Rt.) ESslgy�, Shoulder Backing 99+30 to 118+02 1 77+88 to 114+85 1 Sta. 111 +75 to Sta. 112+50 (Lt.) DETAIL 1 - 114+85 to 117+00 3 * No. C2ss94 - - - -- - - - Traffic loops damaged by grinding operations shall be Exp. 3-31-D5 117+00 to 118+02 1 replaced under the Supplemental Work Item. cin- OF CPQ\E SHOULDER DETAIL g-26 oz DRAWN BY DATE PROJECT ENGINEER DATE KED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL "ncentLi 4/02 �- 1 �� 4`,Z ,lam g�y COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND WILSON WAY IMPROVEMENTS N0. SHEETS �� fid" ��4 CONSTRUCTION DETAILS (Alpine Avenue to 600 'f North of McAllen/Newton Roads) 2 F - NAME DRAWER SHEET NO. ACAD I REVISIONS DATE ��Acodtemp\projects\wilson way\wilson big plan.dwg