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GENERAL NOTES <br /> 1 . The Asphalt Concrete (0.21 '-0.25' resurfacing) shall be Const. <br /> placed in two (2) layers with pavement reinforcing fabric Limits of Clearing and Grublbing and Mailbox Relocation <br /> placed on existing or prepared surface. n <br /> 0 , <br /> 2. All Pavement Repair must be completed 18 hours prior to11 <br /> placement of Asphalt Concrete. -3 2' 0 24' Pavement ' Reinforcin Fabric 2' 0'-1 ' <br /> 3. Shoulder Backing material at all radii shall be blended with Existing Dike to remain n <br /> the top 6" of native material as directed by the Engineer. � <br /> Payment for blending shall be considered as included in 1 -var. I Var. 89, O <br /> the unit price paid for Shoulder Backing. _ Va 3 <br /> 4. All earthwork (except for final lift of shoulder backing) L--------- t-- ---------- <br /> shall be completed prior to placingfinal layer of asphalt 0.04' Exist. Roadway 0.17 ac <br /> Asphalt 'k -Shoulder Backing <br /> y p y l Concrete Overlay g <br /> concrete. No Shoulder Backing Material shall be deposited Grace Street: Sta. 24+50 to Sta. 29+00 <br /> or drifted on the final lift of asphalt concrete surfacing. 1 Q <br /> 5. The contractor shall conduct the Shoulder Backing operations TYPICAL SECTION Cady Street: Sta. 10+21 to Sta. 13+21 <br /> so as not to disturb or obstruct an existing drainage. 'k LINDEN (Old Town) Market Street: Sta. 15+12 to Sta. 17+42 Rt.) <br /> y g g lone Asphalt Concrete Overlay Market Street: Sta. 15+77 to Sta. 17+42 (Lt.) <br /> Ione Street: Sta 6+55 to Sta. 9+12 <br /> L Cady Street =14' <br /> Const. <br /> Limits of Clearing and Grubbing Const. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> D 1 24' Pavement , Reinforcing Fabric 1 1 16' I 16' 03 1, <br /> 24' Pavement ' Reinforcing Fabric 2 0 -1 <br /> v -Var. Var. ® g o <br /> 7-3 <br /> - _Var. + Var. 89; o <br /> I 2 <br /> ZL--------- — T------ _____ J Var <br /> > Exist. Roadway See Sheet No. 17 - L- _____ -—- <br /> for Dike Detail. ----------j----- -----------� <br /> "' TYPICAL SECTION 0.04' 0.21' As halt <br /> FARMINGTON <br /> Exist. Roadway TYPICAL SECTION ConcreteOverlayShoulder Backing <br /> 0.21 ' Asphalt Concrete Overlay ®Paddy Creek Lane FRASER RANCHETTES Q3 Nathelle Lane <br /> Elm Street <br /> 0.17' Asphalt Concrete Overla <br /> First Street and SeconY Street Ct <br /> Const. <br /> Const. Limits of Clearing and Grubbing and Mailbox Relocation <br /> I <br /> Limits of Clean.n and Grubbing 1, 0'-1' 2' 13'-16' 13'-16' 2' <br /> I 1 <br /> N 1 16 16 1 0 24' Pavement ' Reinforcing Fabric o <br /> 24 Pavement , Reinforcing Fabric 0• 0. <br /> 0 2' i 2' Var �8% _Var. Var._ 89,E o <br /> 0 Var. Var. Val <br /> m 7 <br /> Lt —————————--- --- _———— -------- <br /> -------- TYPICAL SECTION <br /> L -------J Exist. Roadway 7Shoulder Backing <br /> m Exist. Roadway TYPICAL SECTION 0.21' A.C. Overlay 0.04' (Typ.) Shoulder BackingRANCHO VILLAGE <br /> o RANCHO VILLAGE Victor Road 0.25' Asphalt Concrete Overlay <br /> Pony Lane and Pinto Lane <br /> COUNTY OF SAN JOA SCALE NO TYPICAL SECTION LINDEN—FARMINGT IN ERASER RANCHETTES—RAN HO VILLAGE Sheet No. <br /> & GENERAL NOTES Various Streets — Road District 4q 4 of 22 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> s/s o�q� ye <br />