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LimnConst.Limits of Clearing and Grubbing � I LimitsConst. SHOULDER SCHEDULE of Clearing and Grubbing-� Locations Lt. Locations Rt. I Ste. 373+00 to Ste. 376+02 1 Ste. 372+00 to Ste. 376+02 1 Vor. 12' Var. Ste. 375+02 to Ste. 380+00 2 Ste. 376+02 to Stu. 380+00 2 4' 12' 2'-g' 1'-4' Ste. 380+00 to Ste. 381+50 1 Sta. 380+00 to Ste. 382+00 3 Finished Grade Exist- A.C. Dice Ste. 382+00 to Ste. 384+00 3 Ste. 382+50 to Ste. 384+50 4 to remain Finished Grace Ste. 385+00 to Ste. 388+00 1 Ste. 385+00 to Ste. 386+00 3 Conform in place to. 388+50 to Sta. 389+00 3 Sta. 386+00 to Sta. 388+00 1 Var' — Var. Ste. 389+50 to Ste. 391+50 4 Ste. 388+50 to Ste. 389+00 3 _ Ste. 392+00 to Ste. 396+00 3 Ste. 389+50 to Sta. 391+50 4 2Ex,,tng Ste. 397+00 to Ste. 405+00 1 Sta. 392+00 to Sta. 395+00 3 Ste. 405+50 to Ste. 406+50 3 Ste. 396+00 to Ste. 401+00 1 Var. Depth (Shld. Backing) Roadway0.04' Min. A.C. Existing Roadway Ste. 406+50 to Ste. 407+50 4 Ste. 402+00 to Ste. 408+00 3 0.21'-30' Asphalt Concrete Overly Ste. 408+00 to Ste. 409+00 3 Ste. 409+00 to Ste. 414+00 1 P Y 0.21'-30' Asphalt Concrete Overlay Ste. 410+00 to Ste. 415+00 1 SHOULDER DETAIL — 1 Ste. 415+00 to Ste. 419+D0 3 � .SHOULDER DETAIL — 2 � Sta. 416+00 to Sta. 418+00 3 Sta. 419+00 to Sta. 420+50 1 Ste. 419+00 to Ste. 420+00 1 Ste. 420+50 to Ste. 421+50 3 Const. Const. Ste. 420+50 to Ste. 421+50 3 Ste. 422+00 to Ste. 429+00 1 Limits of Clearing and Grubbing Limits of Clearing and Grubbing and Earthwork (Mist. Area) Sta. 422+00 to Ste. 430+00 1 Sta. 430+00 to Sta. 438+00 3 Conform Var. Ste. 431+00 to Ste. 432+00 3 Sta. 439+00 to Ste. 451+00 1 Var. Sta. 432+50 to Sta. 433+50 4 1'-4' Yar. Sta. 451+00 to Sta. 463+33 2 3 -8 i212 _—^ Ste. 434+00 to Ste. 440+00 3 Ste. 463+33 to Ste. 465+89 1 $ -1 Conform Finished Grade Finished Grade 1 Ste. 441+00 to Ste. 451+00 1 Ste. 466+50 to Ste. 468+50 4 Ste. 451+46 to Ste. 463+20 2 Ste. 469+00 to Ste. 470+00 3 8 Var. 8 Var Ste. 463+20 to Ste. 464+00 3 Ste. 471+00 to Ste. 471+48 1 3 y __ Ste. 465+00 to Ste. 465+89 1 Ste. 471+48 to Ste. 474+95 2 M Ste. 465+89 to Ste. 469+95 3 Sta. 474+95 to Ste. 483+00 1 Var. Depth (Shad. Backing) • -- — I Sta. 470+00 to Sta. 471+45 1 Sta. 483+50 to Sta. 484+50 3 Existing Roadway 0.21'-0.30'(Shid. Backing) Existing Roadway Ste. 471+45 to Sta. 475+00 2 Ste. 485+00 to Ste. 489+00 1 I Ste. 475+00 to Ste. 477+00 1 Ste. 489+50 to Ste. 490+50 3 0.21'-30' Asphalt Concrete Overlay 0.21'-30' Asphalt Concrete Overlay —! I Ste. 477+50 to Ste. 480+50 4 Ste. 491+00 to Ste. 500+00 1 SHOULDER DETAIL — 3 ♦ i Ste. 481+Q0 to Stu. 482+D0 3 Ste. 500+50 to Ste. 503+98 4 IA SHOULDER DETAIL — f Notes Ste. 483+00 to Ste. 499+00 1 Ste. 503+98 to Ste. 506+37 2 Refer to X-Sections for exact dimensions Const. Sta. 500+00 to Ste. 502+00 3 Ste. 506+37 to Ste. 507+00 3 where variable dimensions are noted. Ste. 502+50 to Ste. 503+98 4 Ste. 507+50 to Ste. 508+50 4 2 12 - Use Shoulder Detail 5 ® Bridges Lt. & Rt. Ste. 503+98 to Ste. 506+37 2 Ste. 509+00 to Ste. 523+00 1 ` i (a) Ste. 491+42t to Ste. 492+00t 0.04' A.C. Finished Grade Ste. 506+37 to Ste. 507+00 3 Ste. 524+00 to Ste. 527+00 3 � (b) Ste. 514+93t to Ste. 515+11t Ste. 508+00 to Ste. 523+00 1Ste. 528+00 to Ste. 534+00 1 z • Depth of Shoulder Backing shall conform �L, - Var. Sta. 523+50 to Sta. 524+50 4 Ste. 534+50 to Ste. 535+50 4 to depth of adjacent A.C. overlay. — Stu. 525+00 to Ste. 529+00 3 P 1 Y� Sta. 536+00 to Sta. 539+65 3 1 Approximately 87 C.Y. of Excavation shall - — -- — — Ste. 529+50 to Ste. 530+50 1 p be considered as included in the paymentSte. 531+00 to Ste. 534+00 3 for shoulder backing. 0.10' Asphalt Concrete Overlay Ste. 534+50 to Ste. 535+50 4 0 SHOULDER DETAIL — 5 Sta. 536+00 to Sta. 539+65 3 SHOULDER DETAILS Z (&idgs Typ.) Stations omitted are transition areas between shoulder details. COUNTY OF SAN JOAUIN NO SCALE SHOULDER DETAILS CLEMENTS ROMR AC . (Brandt Road to, State Rout 88 DRAWN BY DATE PROJECT ENGINEER gg�DATE CHECKED DATE SUBMITTED QATE APP 0 COMMENDED DATE �� /yam, \ Ywn.d S. .,ld.nq E/98 7d7 96 Oc. 3/7�9G /!l 'y8196 J %7G boor� d,$ i