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F11 Limits of Mailbox relocation. f ❑2 12' - Sta. 6+00 to Sto. 30+00 Lt. ch"ll! Q 14' - Sto. 30+00 to Sto. 57+15 Lt. Limits of Clearin and Grubbing *15' - Sto. 57+80 to Sto. 63+35 Lt. 9 9 14' - Sto. 63+35 to Sto. 75+50 Ll. See Shoulder 0 See Shoulder 15' ' - 20' 12' - 20' 14' - Sto. 81+50 to Sto. 89+05 Lt. Details El Details 15' - Sto. 89+05 to Sta. 93+55 Lt. Var. 22' - 24' Pavement ReinforcingFabric Vor. *15' - Sto. 93+55 to Sta. 93+75 Lt. 1'-8' 14' - Sta. 93+80 to Sto. 102+57 Lt. Tra - Sta. 102+57 to Sto. 102+96 Lt. 20' - Sto. 102+96 to Sto. 107+95 Lt. Ivo, Vor_.� Tra - Sto. 107+95 to Sto. 108+41 Lt. 14' - Sto. 108+41 to Sto. 125+60 Lt. ❑3 12' - Stu. 6+00 to Sto. 30+00 Rt 14' - Sta. 30+00 to Sto. 57+15 Rt. L =Rood.oy *15' - Stu. 57+80 to Sto. 62+95 Rt.14' - Sta. 62+95 to Sto. 96+86 Rt. ExiSEC110N *0.17'-0.25' Asphalt Concrete Overlay 15' - Sto. 96+86 to Sto. 100+61 Rt. Sta. 6+00 t0 Sta. 125+6� *15' – Sto. 100+61 to Sta. 100+81 Rt. ) SID. 102+49 to 108+18 (0.17' A.C. Overlay) 15' – Sta. 100+81 to Sto. 102+49 Rt. (0.25' A.C. Overlay all other locations.) Tr a – Sto. 102+49 to Sta. 102+96 Rt. 20' – Sta. 102+96 to Sto. 107+95 Rt. Tr 4q – Sto. 107+95 to Sto. 108+41 Rt. L247WE 14 – Sto. 108+41 to SID. 113+95 Rt. 20' – St . 113+95 to St . 122+69 Rt. —15------------ 14" – Sto. 122+69 to Sto. 125+60 Rt. 1. All Earthwork (except for final grading of Class 2 Aggregate Base) shall be completed prior to placing final layer of asphalt, a lecenA. teDd'ke ® 22; — Sta. 6+50 to Sta 30+00 see snt. 14 for locations 24 — All other locations 2. Asphalt concrete shall be placed in two layers of approximate equal thickness m • Dike replacement. with pavement reinforcing fabric on the existing pavement surface. 3. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete o SHOULDER SCHEDULE used in pavement repair has been in place for 12 hours. as n 4. Place Survey Monument Frame and Cover at Sto. 30+003, Sia. 45+61±, Sto. 62+023, / _ — _ _ — — — — — LOCATION TYPE Sta. 70+903, Sta. 76+053, Sta. 82+823, Sta. 87+313, Sto. 90+033, Stu. 90+973, mu, Sto. 96+583, Sta. 100+483, Sta. 102+383, Sta. 108+523, Sta. 114+293, Sta. 119+313, p St.. 6+00 to Sta. 31+50 (Lt.) 4- 4- 1 0.25' Asphalt Sto. 31+50 to St.. 53+53 (Lt.) 2' 2' t Stu. 120+953, Sto. 123+183, & 123+193. Exact Location to be determined by the Engineer. Concrete Overlay o Sts. 57+80 to St.. 63+35 (Lt.) DIKE 4 5. No Shoulder Backing behind A.C. Dikes Sta. 63+35 to Sto. 64+w 2SHOULDER DETAIL — TYPE 4 Stu. 64+50 to Sto- 70+00 (Lt.) 4' 4' 1 o Sta. 70+00 to Sto. 75+50 (Lt.) 4' 2' 1 Sta. 75+50 to Sta. 81+50 (Lt.) DIKE 4 Sta. 8f+50 to Sls. 89+05 Lt. 4' 4' 1 c o Sta. 89+05 to Sla. 9}+]5 LL DIKE 4 L �` Sto. 94+86 to Sto. 96+70 (1-C) 2' 2' 1 Called A1� Earthwork Limits of Clearing & Grubbing m Sta. 96+70 to Sta. 101+00 (LL) 4' 4' 2 z Sta. 102+49 to Sta. 108+52 Lt. pKE 4 (Mist. Arens) Sta. 108+52 to Sta. 111+50 I- 2' 2' 2 Exist.remain Sto. 111+50 to Sta. 113+95 (Lt.) 4' 4• 1 14 2-4}2-4 �.'�14' 2-4 T2-4 to remain 20 n place T W i Sta. 117+25 to Sta. 119+20 (L1.) 2' 2' 2 0 -1- 8 se ® P ( YP) n see Schedule see Shoulder 6' y Sta. 5+00 to Sto. 45+62 (M.) 2' 4' 1 f Schedule Schedule Conform Sta. 45+62 to Sto. 5}+53 (Rl.) 2' 2' 1 Finished Surface ( Finished Surface _ O Sta. 57+80 to St.. 62+95 (Rt.) DIKE 4 Ste. 64+35 to Sto. 70+00 Rl.jj 4' 4' 1 I Conform (( Ste. 70+00 to Sto. 72+50 (RL 2' 2' 1 .. _ L — Sta. 72+50 to Sts. 92+50 (Rt.) 4' 4' 1 — — — — — z Sta. 94+86 to Sta. 96+86 (Rt.) 2- 2- 1 �f` � — See Slit. 1 11 rr.�� Sta. 96+86 to S1o.102+49 (Rt) DIKE 4 — — — — — — L L — — — — — —� for Ploning detail u�i Sta. 10}+00 to Sta.108+52 R. D#KE 4 Class 2 Agrregote Base(Typ.) Class 2 Agrregole Bose(TYp-) 0 Sta. 108+52 la Sta.113+95 Rl. 4' 4' 1 z Sta. 713+96 to sta.t22+69 (Rt.) SIDEWALK 3SHOULDER DETAIL — TYPE SHOULDER DETAIL — TYPE 2 SHOULDER DETAIL — TYPE 3 COUNTY OF SAN JOAQUIN No SCALE EWOTT ROAD RESURFACING Sheet No. TYPICAL SECTION (Pettier Road to Stall Route Highway W) 2 of 15 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL ACOMMENDED DATE A-V- -s-s- f0/DO P� /v�V /o/a✓/a ,� r�~w f t�i7