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Const. Const. <br /> _ Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> FAand MailboxJ <br /> 18 <br /> 2' 4' 12' 12' 4' 2' � � 1 <br /> � 11 ' Pavement Place A.C. Dike <br /> (Type A) <br /> 1' 22' Pavement enforcing Fabric 1 ' <br /> Reinforcing Fabric <br /> El F 1 Val. <br /> 8% Var. Vacs 8% <br /> �Or. �_ V°\` <br /> ✓. _ <br /> .°� Conform 1 __________ ______ _____________ _____�' Conform 0.21' Asphalt Concrete <br /> m `ng t <br /> a Shoulder Backing Existing Roadway 1 or <br /> Backing <br /> ° 0.21 ' Asphalt Concrete NEW HOPE ROAD <br /> NEW HOPE ROAD TYPICAL SECTION Sta. 34+30 to Sta. 41 +80 (Lt.) & (Rt.) <br /> 3 <br /> "_ 30' R/w Sta. 0+70 to Sta. 34+30 <br /> ° Var. 4' <br /> 6% GENERAL NOTES <br /> a m __ Enform– <br /> Con ,� .`r 1 . The Asphalt Concrete (0.21'-0.25' resurfacing) shall be placed in two (2) <br /> o `, layers of approximate equal thickness with pavement reinforcing fabric placed <br /> 'a ✓i on existing or prepared surface. <br /> m _- -g Shoulder Backing 2. All Pavement Repair must be completed 18 hours prior to placement of <br /> Zr --- Imported Borrow Asphalt ConcreteP p p <br /> NEW HOPE ROAD <br /> A❑ 3. Shoulder Backing Material at all intersection radii shall be blended with the <br /> Ea 6+10 t Misc. Areas top 6' of native soil material as directed by the Engineer. Payment for <br /> P Sta. 6+10 to Sta. 6+30 (Lt.)Sta. 7+50 to Sta. 12+50 Lt. blending shall be considered as included in the contract unit price paid <br /> % for Shoulder Backing. <br /> Const. <br /> 4. All earthwork (except for final lift of shoulder backing) shall be completed <br /> Limits of Clearing and Grubbing prior to placing final layer of asphalt concrete. No Shoulder Backing Material <br /> and Mailbox relocation. shall be deposited or drifted on the final lift of asphalt concrete surfacing. <br /> 1' 4' 4' 12'-16'12'-14' 4' 4' 1' 5. The contractor shall conduct the Shoulder Backing operations so as not to <br /> disturb or obstruct any existing drainage. <br /> A 22' Pavement Reinforcing Fabric 6. Removal of A.C. Dike, where shown on the plan shall be done in such a <br /> 8% Var. Var. 8% manner as not to damage the existing A.C. surface below the dike. Payment <br /> Conform Nar. �— —� Var onform for the dike removal shall be considered as included in the contract <br /> unit price for Clearing and Grubbing. <br /> 7. Existing rock frontage on Sacramento Boulevard from Sto. 7+70 Sta. 9+00 (Rt.) <br /> m Existing Roadway Shoulder Backing shall be pushed back, then replace on top of Shoulder Backing. <br /> M Shoulder Backing <br /> 0.25' As halt Concrete <br /> Fn SACRAMENTO BOULEVARD TYPICAL SECTION <br /> (� Sta. 6+63 to Sta. 27+66 <br /> COUNTY OF SAN JOAQU 4NO SCALE TYPICAL SECTION 0 WULWAIW AND NOPE Roan �RFA�c Sheet No. <br /> Town of Thornton 2 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SLEINIV ED DATE APPROVAL RECOMMENDED DATE <br /> 0 T, <br />