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81MVN0 1WVN 1111 Const. I I Limits of Clearing and Grubbing and Mailbox Relocation GENERAL NOTES 1 . 0.25' Asphalt Concrete surfacing shall be placed in two (2) layers of approximate See - equal thickness with Pavement Reinforcing Fabric placed on existing surface. Shoulder I See 2. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete Details, 4' 12' 12' ❑1 Shoulder used in Pavement Repair has been in place for 18 hours. this 4' Details, 3. Shoulder Backing at all intersection radii except where A.C. Dike exists shall receive Sheet. this Sheet. Penetration Treatment within 4 feet of the Edge of Pavement as specified in the I special provisions and as directed by the Engineer. 4. At the option of the Contractor, the Asphalt Concrete grinding materials from various items of work may be deposited equally throughout the project in the 24' Pavement Reinforcing Fabric Shoulder Backing areas only if the deposited material is fully incorporated into the existing shoulders. 5. The contractor shall conduct Shoulder Backing operations so as not to disturb or obstruct any existing drainage. _Vor. _Vor. Vo r.- Var,_ 6. All earthwork, except final grading of the shoulders, shall be completed prior to placing final layer of asphalt concrete. No Shoulder Backing shall be deposited or drifted on the final lift of asphalt concrete surfacing. 7. All existing frontage improvements shall remain in place unless otherwise noted. I _ _ _ — — — {- — — — — — — — — — — — — — — — — — — — — — — — Existing Roadway I 0.25' Asphalt Concrete Overlay TYPICAL SECTION F11Sta, 184+00 to Sta. 274+00 5' - Sto. 276+60 to Sta. 390+65 Sta. 276+60 to Sta. 390+65 12' 12' DESIGN DESIGNATION M F" m (10 Year - 2012) v A.D.T. = 9000 T = 5% A.H.V. = 900 V = 60 D = 55% Const. 1 Limits of Clearing and Grubbing and Mailbox Relocation TYPICAL TRAFFIC See I LANE LAYOUT Shoulder See Shoulder Details, *0' or 4' *Var. �I� *Vor. *0' or 4' Details, this T Sheet. I this - - I Sheet. Var -Vor. I Var. Vo r.- 4. Idi a ° ° • ° • a° ° ° a .. . e,Q va < a° a n III III III III III III III II II„III-111 I — — — — — — — — — — — — — — - - iiT LITI ISI I1�. Existing Roadway 0.80' Portland Cement Concrete Pavement TYPICAL SECTION AT JACK TONE ROAD INTERSECTION Sta. 274+00 to Sto. 276+60 (Mariposa Road) * See Plan for Dimensions Sta. 3+50 to Sta. 6+50 (Jack Tone Road) Const. Const. Ir -fir--Limits of Clearing and Grubbing � Const. Limits of Limits of Clearing and Grubbing Earthwork (Misc. Areas) I II Limits of Clearing and Grubbing 4' 4' Var. Var. 4' 4' —Vo r.— F--- —Var. 2' 4' U Finished Surface I I Finished Surface I Finished Surface a i8% "wo Var. 8% Conform UJ Conform tbstr ct C fSurplus Material 8 • Or o� p M�� a shall not o u on arm p J 4% Existing Drainage — J ~Q� 'Q F Q ExisBackfill _ Existing Roadway No. 38465 Q ^\ Exp. 3-31-05 * (n Existing Roadway Shoulder Backing �9 CIVIL EO��Q O Shoulder Backing 9 Y Shoulder Backing Remove Exist Shoulder Disposal Area for QF CFS � Material To 0.25' Below Surplus Excavated J Exist. Road Surface Grade Material w �` � � SHOULDER DETAIL 3 Qz SHOULDER DETAIL 1 SHOULDER DETAIL 2 Peter D. Martin Sta. 275+52 to Sta. 390+65 (Lt.) REGISTERED CIVIL ENGINEER 38465 U Sta. 184+00 to Sta. 275+52 (Lt.) Sta. 184+00 to Sta. 279+00 (Rt.) Sta. 279+00 to Sta. 390+65 (Rt.) 0 01 CL DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE TYPICAL SECTIONS MARIPOSA ROAD RESURFACING SHEET TOTAL ullar x, 03 2/� � �� a��yioy Z�z i4 COUNTY OF SAN JOAQUIN NO SCALE NO. SHEETS SME °� / GENERAL NOTES (0.4 mile east of Austin Road to Gawne Road) 2 6 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE E:\Projects\Mariposa (22591)\Plans\Mariposa All.dwg