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J (D f Const. Earthwork Limits of Clearing and Grubbing and Mailbox Relocation �y Const. ) r (Misc. Areas 1' 4' 10't ► 10't 4' 1 8 2 2 I Finished Surface 18' Pavement Reinforcing Fabric 0'—4Conform E Shoulder Backing E — r LC -Var. l Var._ .:� ') o `Var. Val_ o — V _ _ L) _ I ----- - - - - .r — — — — — — — — — — — — — — — — — — _ — — — — — — — _ _ _ � 0.25' Asphalt Exist. Roadway Shoulder Backing (Typ.) Exist. Roadway TYPICAL SECTION Concrete Overlay 4 �; Sto. 0+16 to Sto. 68+80 2� EMTHWORK (Misc. Areas) SHOULDER SCHEDULE (Lt.&Rt.) (Cherry & Schmiedt Rood) _ Sta. 8+00 to 12+00 (Rt.) , - Sto. 58+50 to 64+00 (Rt.) KIRSCHENMAN ROAD R/W Const. (LEFT) (RIGHT) i' 41tf --w— Vo r. Sta. 11+50 to Sta. 13+50 2 Sta. Sto. 2+75 to Sta. 4+25 1.5 Sta. r Limits of Clearing and Grubbing land Mailbox Relocation Sto. 22+50 to Sto. 25+00 2.5 Sto. Sta. 10+00 to Sto. 14+00 4 Sto. f I I Sta. 16+00 to Sto. 20+00 4 Sta. 4' 8` I 8 t 4' 1 Sta. 23+00 to Sto. 25+00 2 Sto. E *O E Total 4.5 Sto. Total 11.5 Sto. o Shoulder Backing _Var. Var. c Var. Vor C a o _ GENERAL NOTES: Exist. Roadway TYPICAL SECTION 0.25' Asphalt 1 . Contractor shall scarify native soil adjacent to pavement Sto. 69+50 to Sto. 75+50 Concrete Overlay at intersection radii to a depth of 6' and blend shoulder (Schmiedt Rood) backing material prior to com action.Limits of this work R/W = Stationing g p p See plans for � Const. shall be confined to intersection radii plus 50 feet in each }�+ D Alignment Schedules 0 direction. Payment for blending shall be considered as o Sheets 4 & 5 R/W Const. included in the pace for Shoulder Backing. Vor 2. Existing drainage facilities shall remain In place unless otherwise ALimits of Clearing and Clubbing land Mailbox Relocation noted. The Contractor shall conduct earthwork operations as z not to modify or obstruct the existing drainage. D 12' 8' 2' 1' 3. All earthwork (except for final shoulder grading) shall be M E ©� E completed prior to placing final lift of asphalt concrete. s o Shoulder Backing _2� 2%_ 4. Placement of asphalt concrete overlay shall not begin until C `�/ar' Vo i- c the asphalt concrete used in pavement leveling hos been 3 - - — -- - - - - - - - - - --- - - - -- -�.- - in place for 18 hours. Exist. Roodwoy TYPICAL SECTION 0.12' Asphalt Concrete overlay 5. Asphalt Concrete shall be placed as noted below: a Sta. 75+50 to Sta. 82+80 0.12' Thickness Variable Depth (Schmiedt Rood) One (1) layer over variable depth A.C. Leveling. A.C. Leveling � CA 0.25' Thickness V � R/W Const. Two (2) layers of approximate equal thickness. -►� Var. - with pavement reinforcing fabric placed on the existing surface. Limits of Clearing and Grubbing and Mailbox Relocation 6. All existing trees, schrubs, fences and other frontage improvements are to remain in place unless otherwise noted. • 1 +2 8 8 2' 1' 7. All native, includingEarthwork areas, that will receive A.C. o Shoulder Backing ©� _2% I I O 6`0 leveling sholl be cmpacted to a relative compaction of not 27.- less than 95% prior to the commencement of paving operations. A ' m U �Vaf• Var `c `V _ _ _ _ Payment shall be considered as included in the prices paid ,, - - — — — — — — — — —— — — — - - - - - -- — - for the various items of work involved and no additional M Exist. Roadway TYPICAL SECTION 0.12' Asphalt Concrete overlay compensation will be allowed therefor. z QQ 4' — Sta. 5+75 to 10+25 (Lt.) Variable Depth Sta. 0+25 to Sta. 26+83 o A.C. Leveling (Kirschenman Rood) *O See Note 7, Thia Sheet. COUNTY OF SAN JOAQUIN NO SCALE Typical Sections and Cherry Road, Schmiedt Road & Sheet No. General Notes Kirschenman Road Resurfacing 2 of 11 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE