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EP 6 Conform ® EP 12' min ' 0 - Existing width 0.30' HMA over shaped and compacted native material DRIyEM (TYPE D) - - P HMA Overlay oust 6' -i Driveway o Varma (1 pq Var c -Existing 6 � 1I�11� ax) - Surface Existing Roadwa -R & D Excavated Material Y 0.30' HMA over shaped and compacted native material SECTION U-0 EP Conform ® EP r► A Cof t EP (-- -HMA Overlay--�- 6'--� E 6' R R ' Dwy/Frontage, '0 0.04' Var c Conform Varma (10q�nax} 0 Existing 12 min Lo► A �� -1 Surface Existin width ' g - - - - - -- -Var de th HMA over Variable depth HMA over r Existing Roadway- existing surface existing paved driveway SECTION 6_A g � }TYPICAL DRIVEWAY DETAILS C',grs�ioTMs ' Dstp_ s Place AC Dike- kny Porery �:ing This rj; a v+ng Should writ(Type A) 1 trta ...:r , _ 9y InsfNK"ng Th: Site Of Wrw C01751 ,t Shoulder Backing Limits of Clearing & Grubbing and Mailbox Relocation EP --_- E ° ; `Match Existinq Slope � `mar — '- Shoulder-- Existing Roa way i Existing Backing Surface .1 Sto 18+00 to Sto 19+50 (Lt) Sta 10+50 to Sta 12+00 (Rt) Sta 25+08 to Sta 30+00 (Lt) Sta 16+00 to Sta 19+00 (Rt) Sto 41 +50 to Sto 43+50 (Lt) Sto 21+50 to Sta 24+50 (Rt) Sta 67+50 to Sto '75+50 (Lt) Sta 32+00 to Sta 41+50 (Rt) Sta 114+50 to Sta 118+50 (Lt) Sta 44+50 to Sta 51+00 (Rt) Sto 128+50 to Sta 132+50 (Lt) Sta 55+50 to Sta 67+00 (Rt) Sta 136+50 to Sta 138+50 (Lt) Sta 73+50 to Sta 86+89 (Rt) Sto 159+50 to Sto 161+50 (Lt) Sta 99+20 to Stu 101 +50 (Rt) Sta 166+00 to Sta 169+50 (Lt) Sta 110+00 to Sto 136+00 (Rt) Sto 171+00 to Sta 173+00 (Lt) Sto 142+07 to Sta 170+50 (Rt) COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER . 1 1/12/23 1 C(- . EP as i--- _ v \/�--Existing 0.17' � 1.00 / Pavement Repair i ae ,� * Surface HMA Overlay (Type 4) i - Class II Aggregate Base 1 PAVEMENT REPAIR (TYPE A) Sto 107+46 to Sta 1 1 1 +00 (Lt) Remove Existing AC Dike and portion of paved shoulder as shown. *Class li Aggregate Base to be paid for as Shoulder Backing item of work AC Dike- EP ETW Const Existin �- --9'-10'�r -I to remain ' Var in place .04'- HMA 04 HMA OVERLAY TO AC DIKE CONFORM NOTE: A 50' AC transition is required at the begin and end of each location where AC Dike is present. NO SCALE I CONSTRUCTION DETAILS DATE CHECKED ' _DATE 1/12/23 �� %) 11/12/23 Existing 4' min HMA S u rf a c �e'j ee Note Be ow Existina� Roodw6y PAVEMENT REPAIR (TYPE 1) Existing- 4'- min -Remove and Replace Surface See Note Below 1 0.17' 0.67] 0.50' I_ -_ PAVEMENT REPAIR VEMENT REPAI NOTE: Approximate dimensions and locations used for estimating purposes are available on Bid Express website. Dimensions and locations are subject to change at the Engineer's discretion. Note: For location see Sheet 3. Limits of Clearing & Grubbing 6'017SI and Mailbox Relocation EP 2' �{ Var' �Maa_tch _Existing Slope -� - -- - - Shoulder Existing Roadway -Existing Backing Surface CLEMENTS ROAD RESURFACINGI Sheet No. (Brandt Road to State Route 88) 6 of 7 SHOULDER DETAIL 2 Sto 9+40 to Sto 12+01 (Lt) Sta 9+40 to Sto 10+50 (Rt) Sta 15+99 to Sto 18+00 (Lt) Sta 12+00 to Sta 16+00 (Rt) Sta 19+50 to Sta 24+50 (Lt) Sta 19+00 to Sta 21+50 (Rt) Sto 29+00 to Sta 41+50 (Lt) Sta 24+50 to Sta 32+00 (Rt) Sta 43+50 to Sta 67+50 (Lt) Sta 41+50 to Sta 44+50 (Rt) Sto 75+50 to Sta 86+88 (Lt) Sta 51+00 to Sta 55+50 (Rt) Sta 99+33 to Sta 107+50 (Lt) Sta 67+00 to Sto 73+50 (Rt) Sto 111+00 to Sto 114+50 (Lt) Sto 101+50 to Sto 107+50 (Rt) Sta 118+50 to Sto 128+50 (Lt) Sta 136+00 to Sto 140+00 (Rt) Sta 132+50 to Sta 136+50 Lt Sto 170+50 to Sta 175+75 (Rt) Sto 138+50 to Sto 139+98 Lt Sta 142+42 to Sta 159+50 Lt Sta 161+50 to Sta 166+00 Lt Sta 142+42 to Sta 159+50 Lt Sta 169+50 to Sto 171+00 Lt ll_t� Sto 173+00 to Sta 175+75 CLEMENTS ROAD RESURFACINGI Sheet No. (Brandt Road to State Route 88) 6 of 7