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'ON 133HS 83M`dJG <br /> 0.25' A.C. Overlay 180' P.C.C. Deck 200' 0,25' A,C, Overlay <br /> A.C, Trans. Bridge No. B29C-346 A.C. Trans. <br /> I I ■110' n n ■100' <br /> Sta. 49+35 (Lt.) I i > � <br /> Place A.C. Overslde I Place A.C. Dike o 0 0 0 c,,,,,,,� <br /> Drain per SP D87D + i � + See Dike Schedule o 3 Survey 3 o o + + p <br /> o (A.C. Misc. Areas) cJn t� � N for Details Ln + + ® c„ N N n <br /> I � <br /> (TyDpey E) N o N o 0 Dwy. Place A.C. Dike I r <br /> r s 77 7 (Type E) ` See Dike Schedule E P <br /> :3 1 for Details I (D <br /> CD ------- ---------------- -- ----------------- ---- - <br /> I I N) 1 I <br /> c0 <br /> � I� ss ss s <br /> 0 49 50 1 5 5354 55 5 L,)4] (Tl <br /> 57 ss ss1 + <br /> � I + + s , 1v1L <br /> � I w --------------------------------------------------- o O <br /> (DI 1 • O ® w - -1cn <br /> (DIOD <br /> o Conform �I(TyDpey E)� 4 Place A.C. Dike E.P. <br /> CD Iww FF N 1' from MBGR I See Dike Schedule <br /> � . ____________----a�sm�asa� 1 for Details <br /> • • 1 10 <br /> -----------------� I <br /> CD <br /> ,00 „ ss—ss—ss—SS—SS—ss—ss—ss—ss—ss—SS—SS— <br /> ,fi �� <br /> Z �\ .. , . � <br /> w ' w w w w w w w w w w w w <br /> F0-- <br /> 109 Conform , ,�� R & D Exist. End Section <br /> ® P.C.C. �i Place End Section (Typs C) <br /> \k\ \ Pavement ' ✓ / per S.P. A77B <br /> Exist, Manhole Frame and Cover <br /> � 11 <br /> to be adjusted by Others DIKE SCHEDULE <br /> IL_q; IM I <br /> LEFT RIGHT <br /> 01 R & D Exist. P.C.C. Median <br /> Place 1.0' A.C. (Misc. Areas) Station to Station Type Station to Station Type <br /> See Curb and Island Replacement 49+35 to 54+83 C 53+37 to 54+83 C <br /> Details, Sheet No. 2 <br /> 49+35 to 54+83 C 54+83 to 60+90 A <br /> 02 R & D Exist. Terminal System 54+83 to 63+00 A <br /> Place Terminal System (Type SRT) <br /> per S.P. A77L <br /> 0 Adjust Exist. Metal Beam Guard Railing <br /> per SP A77A, A77AA, A77F, & A77FA I � <br /> I I <br /> I <br /> I <br /> 24't C nform <br /> End A.C. <br /> Q I Widening ?> <br /> 1 Sta. 63+00 (Lt.) a o <br /> (D Place A.C. Overslde N <br /> Exist. Fence per SP D87D <br /> Place A.C. Dike to remain Drainp <br /> I (A.C. Misc. Areas) <br /> See Dike Schedule W in place <br /> I for DetailsSurvey au, + <br /> m <br /> Q D O v <br /> I IQ n 3 <br /> Cn <br /> 1 SS— SS ss—ss—ss—ss A ss—ss—ss ss ss—ss— SS SS SS S SS <br /> ol0 58 SCHULTE 59 N 60 61 62 4 — - 165 <br /> o , 63 Sta. 63+36ROAD <br /> W w w w w PI a 18 S.D.I. µ <br /> � I w - w w w w w w w 6F w w_________ <br /> (D I Exist. Manhole Frame & <br /> CD + Cover to be adjusted 50 + <br /> Q Place A.C, Dike by Others A.C. Trans. u,3 <br /> 0- See Dike Schedule —_ — _ _ <br /> for Details I(Ty) Dwy. DO <br /> (p (Type E) M +o R & D 4 L.F. of <br /> 5 n o damaged steel pipe <br /> Sta, 60+90 (Rt.) 4 Place 4 L.F. C.S.P, <br /> ,Z)7 Place A.C. Overside (0.079" Thick), S=Level <br /> .� Drain per SP D87D See SP 97A for <br /> (A.C. Misc. Areas) 00 Coupling Details <br /> ® R & D6L.F, of <br /> damaged steel pipe <br /> Place 4 L.F. C.S.P. <br /> (0.079" Thick). S=Level <br /> RECORD <br /> pp See SP 97A for ; o END OF PROJECT <br /> G��J f�® DRAWING–AiCoupling Details o <br /> orrections By ti <br /> 'do Changes <br /> o y <br /> Jate .By <br /> o o6 6 <br /> Any Person Using This Drawing Should Verify <br /> All information By inspPcfinq ThP Sino Of VVork <br /> Conform & 44't <br /> End A.C. 4' <br /> I <br /> Widening it I <br /> I <br /> 0.25' A.C. Overlay <br /> I I <br /> I I <br /> I I <br /> I <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> �,�te2r� OfI� - COUNTY OF SAN JOAQUIN SCALE: 1 "=30' STREET IMPROVEMENTS PLAN SCHULTE ROAD RESURFACING NO. SHEETS <br /> A. 4/X/64 0 A&o f,� (Mountain House Parkway to Hansen Road) 5 s <br /> FILE NAME DRAWER SHEET NO. 1 C t REVISIONS DATE <br /> IIejZ1 I E:\Projects\2006\Schulte Road (22688)\Plans\Schulte AII.Dwg <br /> f <br />