SP3052 - SP3057 - Laserfiche WebLink

Home Browse Search

ChIW. Limits of Clearing and Grubbing and Mailbox Relocation COt C°VA9t Earthwork See Shoulder i See Shoulder 2 4' 16'��-� , Misc. Areas) -x^-16' 4' 4' 1 Details 16 18 Details 1 Finished Surface I I Conform 30' Pavement Reinforcing Fabric i ,Finished Surface -20 Conform Shoulder Backing Existing Roadway Existing Roadway I Existing Roadway Shoulder Backing (Typ.) ---------------1----t---------J 0.17' A.C. Overlay SHOULDER DETAIL A SHOULDER DETAIL B TYPICAL SECTION Stu. 0+17 to Sto.109+50 IF Const GENERAL NOTES �� SHOULDER SCHEDULE ��-16'� a' z'—a• a i 1. The Asphalt Concrete (0.17' resurfacing) shall be LOCATION A B C I Finished Surface a placed in one (1) layer with pavement reinforcing Sta. 0+17 to Sta. 8+00 Lt. @ Rt. Conform o ' fabric placed on existing or prepared surface. Sta. 8+00 to Sta. 12+00 (Lt. & Rt.) I 'A+ 1�r_ n A '-' 2. All Pavement Repair must be completed 24 Sta. 12+00 to Sta. 18+00 (Lt. k Rt.) g `^ hours prior to placement of Asphalt Concrete. Sta. 18+00 to Sta. 23+00 (Lt & Rt.) + --� o. P p P Existing Roadway Shoulder 23+00 to Stu. 29+00 Shoulder Backing (Typ.) m 3. Shoulder Backing material at all radii shall be blended Stu. 81+50 to Stu. 84+43 with the top 6' of native material as directed by the Engineer. LOCATIONA B SHOULDER DETAIL C Limits of this work shall be confined to intersection radii plus i50' each direction. Payment for blending shall be considered as Sta. 29+00 to Sta. 30+50 c included in the unit price paid for Shoulder Backing. Stu. 30+50 to Sto. 44+00 (Lt.) i Sta. 44+00 to Sta. 48+00 (Lt.) / 4. All earthwork (except for final lift of shoulder backing) Sta 48+00 to Stu. 50+50 (Lt.) I V shall be completed prior to placing final layer of asphalt Stu. 50+50 to Sta. 52+00 (Lt.) ' V concrete. No Shoulder Backing Material shall be deposited Sta. 52+00 to Sto. 61+50 (Lt.) V or drifted on the final lift of asphalt concrete surfacing. Sto. 84+43 to Stu.-109+50 (Lt.) V Z 5. The contractor shall conduct the Shoulder Backing operations LOCATION A B C z No. 38 65 ♦ Epp. Y31-05 + so as not to disturb or obstruct any existing drainage. Sta. 29+00 to Sta. 41+00 Rt. V �r y 6. Removal of A.C. Dikes where shown on the plans shall be done Sta 41+00 to Sta. 44+00 (Rt.) V Cr CIVIL cin such manner as not to damage surface beneath dike. Sta 44+00 to Sta. 50+50 (RtJ V _ CN>F $ Payment for Dike removal and disposal shall be considered as included Stu. 50+50 to Sto. 81+50 (RL) V -- __. AE in the contract Lump Sum unit price for Clearing and Grubbing. Sta. 84+43 to Sta. 99+00- (Rt.) _ _ _V_ n 7. An existing gas pipeline runs along Howard Road, Sta. 99+00 to Sta.102+00 (Rt) V �1 Q approximately 6' north of the Edge of Pavement. I Sta. 102+00 to Sta.109+50 (Rt.) V Peter D. Martin P RCE 38465 COUNTY OF SAN JOAQUIN No scALE TYPICAL SECTION HOWARD ROAD RESURFACING Sheet 6 (Tracy Boulevard to 900'± West of Undine Road) 2 of 6 DRAWN By DATE I PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED DATE �en/rfatvffvae°atd 01/05 .Kd. u G.( r/10/o1- I h°(° �a!