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Place Wood Post Approach Place Wood Post Approach Place Thrie Beam Barrier and W6x15 Steel Posts Railing Transition (Typ.). Refer Railin Transition (Typ.). Refer to S.P. A77J for details. Place Thrie Beam Barrier and W6x15 Steel Posts 9 on pedestals with TS 6" x 6" x 1-10" (0.1875 thick) on pedestals with TS 6" x 6" x 1-10" (0.1875 thick) to S.P. A77J for details. block (Typ.). Refer to S.P. A77C and A78B for details. block (Typ.). Refer to S.P. A77C and A78B for details. Place Terminal System Type Place Terminal System Type ET (no flare, Typ.). Refer to ET (no flare, Typ.). Refer to ►� 1999 R.S.P. A77M for details. Z1999 R.S.P. A77M for details. 25'-0" 25'-0" 50'-0" 31'-3" 25'-0" 50'-0" * Place Terminal Section. Refer — T — T * — T — — T to S.P. A78B for details (Typ.) R Place Terminal Section. Refer R/W to S.P. A78B for details (Typ.) T ---- _ _ ___________ I 8.5' — - -';� — 5' _ _ EP� - - - - - - - - - - - - - - - - - - - - — EP� - - - - - - - - - - - - - � - - - - - - - 4 -4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 55' -0— SOUTHBOUND f— SOUTHBOUND ss' EP� - - - - - - - - - - - - - - - West Lane - - - - - - - - - - - - - - - - - - - EPS - - - - - - - - - - - - - West Lane - - - - - - - — _ — --- ----- --- ______ _ ________ ----- ----- _ .@..... .....&......$.....�..... -----,�: ..... .....:$ _ ==1..... .....�.....�.._.. �— �...: :....&._.._.�..... .: Centerline of R/W Minor Structure #W181a ' Bridge No. 29C-143--,1 EPJ - - - - - - - - - - - - - - - — - - - — — — Existing Median — - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - —Existing Double Thrie Beam EP - - - - - - - - - - to remain In place. Barrier to remain in place. 311 320 8 319 I ss' I " I ss' NORTHBOUND -0- 348 349 Exist. 6" A.C. Dike EP NORTHBOUND � - - - - to remain in place- - - - - - -� - - - - - - — — — — — — — — — — — — — - - - - L - - - - - - - - - - - - - - - - - - — T - - - - 6.5' - - T - - - - 7' - - T T Place 10" x 10' Wood Place 10" x 10" Wood R W Place 10" x 10" Wood / v Place 10" x 10" Wood RAW Post and Block (Typ.) 0 a Post and Block (Typ.) Post and Block (Typ.) o Post and Block (Typ.) * Minor Structure #W181 0 10 20 SCALE IN FEET Bridge No . 29C - 143 ° 10 20 SCALE IN FEETESSfpy ��, T RYAiy`+,�Y��F'✓ !Y No. C23341NOTE: A ,t Exp. 12-31-05 P Place Thrie Beam Barrier and W6x15 Steel Posts ~ cm on pedestal with TS 6" x 6" x 1-10" (0.1875 thick) Denotes approximate buried telephone pF block (Typ.) Refer to S.P. A77C and A788 for details. cable location.— — T T Utility company to verify location of, 7 Place Wood Posts Approach and relocate conflicting telephone cables Railing Transition (Typ.). Refer in areas of guardrail placement prior to to SPA77J for detailsPlace Terminal System Type construction start date. — Place Terminal System Type SR . . . T (3' offset). ET (1' flare). Refer to 1999 Refer to 1999 R.S.P. A77L for details. R.S.P. A77M for details. Place 6'-3" Tronsistion Section 22' 32' MBGR to Thrie Beam (Typ.) Refer to S.P. A78C for details. 37'-6" 50'-0" 25'-0" 50'-0" Existing MBGR. Refer to Existing A.C. Dike. Refer R/W Sheet 4 for rail adjustment. — — — — \ to Sheet 4 for dike � r' removal/replacement. r G 23 Spaces — — — — — ® —1 Thrie Beam BridgeRady- -------------------------- ��. r —� 1 2" ---------- ---------------- — _ _ — — — — — — Place Terminal Section. Refer 'r „'� Place Terminal Section Type B. o 6'-3" (Typ.) to S.P. A788 for details (Typ.) �' " e5 Refer to S.P. A776 for details (Typ.) 4— SOUTHBOUND ss' 's q� s rr rr ,r EP West Lane Place Curved W—Beam Guardrail (Typ.). Refer L " to Curved MBGR Detail, this sheet for details. r' rr a rr ri rr r� rr o — - - - - - - - - - - - - — - - — f — ��- - >T — ter- - - - - - r rr a rr — — r rr o r� i o 0 r o r. r Place W6x15 Steel Posts on Pedestals with — — — — — Bridge No. 29C-144 �% -r — � TS 6" x 6" x V-10" (0.1875" thickness) — — » — o block (Typ.). Refer to S.P. A77C and A78B r rr rr r �. .r rr r� — - - - - - - - - - - - - - - - - - - - - - - - - ' o Place 10' x 10' Wood Existing Double Thrie Beam ,' p Post and Blocks for details. Barrier to remain in lace. EP 1 ;;�( 1 NORTHBOUND � 55' r rr i' EP 397 ,� r;r r1' 398 399 yr 3.5' 3.5' — - - - - - - - 1 - - - r ri rr rr — - - Place Terminal Section Type B. Z — —T — IT - - =---��--- _—L — — T — — T — —T — —T — - Refer to S.P. A77B for details. Q / f ,r __— _ PosPlact and Blocks D 50'-0" z.' W V) EY Place TerminaTSystem ype 42' WET (no flare). eero999 R.S.P. A77M for details. g 0 15 30 Curved MBGR Detail 2 4 N Bridge No. 29C - 144 SCALE IN FEET W SCALE IN FEET R/W Q Z H U W O DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL a , - 01/02 t i10 COUNTY OF SAN JOAQUIN SCALE AS NOTED MBGR Plan Layout WEST LANE RESURFACING NO. SHEETS � t ` A"-a `x`_10 I("l � � ��' l�.v Construction Details (Eight Mile Road to Arnibtrong Road) 6 7 FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE