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8" X 8" X%" BEARING PLATE PAVEMENT OR GROUND LINE—y 5/8110 X 7Y211 HEX HEAD BOLT AND 5/a" NUT IMPACT HEAD ---1 " B HEX NUT WITH (1 ) WASHER 5/8116 X 9Y211 HEX HEAD BOLT AND 5/8" NUT WITH (2) WASHERS. SOIL TUBE T S 8 X 6 X 1/8 6'-0" LENGTH B SECTION A- A POST NO. 1 WOOD POST BCT CABLE ANCHOR ASSY -\ GROUND STRUT 5/a " Y X 91/211 HEX HEAD BOLT AND %" NUT WITH (2) WASHERS SOIL TUBE T S 8 X 6 X 1/8 6'-0" LENGTH- PLAN ENGTH- 1 " Hex WOOD POST 5y2" NUT WITH 5/a'"0 X 10" (1) WASHER H.G.R. BOLT AND PIPE SLEEVE 5/a" NUT WITH (1) WASHER UNDER NUT ONLY----------' 8" X 8" X 5/8" BEARING PLATE GROUND STRUT - 5/8"10 X 71/2" HEX HEAD BOLT WITH %" NUT SOIL TUBE TS 8 X 6 X 1/8 6'-0" LENGTH --- SECTION B -B PARTIAL VIEW POST NO. 1 71/211 I r� PAVEMENT OR GROUND LINE 5/$110 X 9%21' HEX HEAD BOLT AND 5/a" NUT WITH (2) WASHERS SECTION C -C AT POST NO. 2 W -BEAM RAIL i TERMINAL SYSTEM (TYPE SKT) NOTES: 6 8 2 X " x 1'- "" WOOD BLOCK -- _ 1 . FOR ADDITIONAL DETAILS OF TERMINAL SYSTEM (TYPE SKT), OW 145.55 B8 AND %" NUT REFER TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. o 0 LO LO WITH (1) WASHER 6" X 81" X 6'-01" UNDER NUT ONLY. 2. TERMINAL SYSTEM (TYPE SKT) MUST BE CONSTRUCTED SO WOOD POST- SEE NOTE 5 — THAT THE FULL LENGTH OF THE TERMINAL SYSTEM GUARD o� O Qi RAILING IS IN STRAIGHT ALIGNMENT. TERMINAL SYSTEM PAVEMENT OR _' RL�4sn� � V✓a<< (TYPE SKT) CAN BE FLARED AT A MAXIMUM RATE OF 25:1 GROUND LINE----,,`- w 0 Z 0 TO PREVENT THE IMPACT HEAD FROM ENCROACHING ON THE o SHOULDER. THE FLARE IS NOT REQUIRED AND MAY BE 11 ELEV ION DECREASED OR ELIMINATED FOR SPECIFIC INSTALLATIONS. I 31/2110 a v HOLES---/ � HO ao LES - II �ji N Q 3. TERMINAL SYSTEM (TYPE SKT) NOT TO BE USED WHERE ,I EXTRUSION OF THE RAIL ON THE BACK SIDE OF THE M D INSTALLATION WOULD BE IN THE PATH OF PEDESTRIAN TRAFFIC PROJECT ENGINEER OR WHERE THERE IS LESS THAN 25'-0" BETWEEN THE OUTLET SIDE OF THE IMPACTED HEAD AND ANY ADJACENT VEHICLE - I TRAFFIC. SECTION D -D 0 X O POST NO. 3 THROUGH NO. 8 SEE OTE ALIGNMENT OF RAILING AT EDGE OF PAVED SHOULDER OR OFFSET LINE OF EDGE OF TRAVELED WAY. ATTACH IMPACT HEAD 6" X 8" TO WOOD POST NO. 1 WOOD POST (POST WITH LAG SCREWS. - NO. 3 THRU NO. 8)-� CABLE ANCHOR BOX--\ W -BEAM ELEMENT W -BEAM ELEMENT END SECTION -- PAY I TMTTS FOR TERMINAL SYSTEM (TYPE SKT) See 6/-3" 6/-311 6'- 3" )te 2 a i RAIL SPLICE - M Q OW 145.55 U / o 0 LO LO 4' FILL AT BACK ¢CnQ_ PE,Q,-CALTRANS PLAN 133-6 Z/ Z Iu I!E SEE NOTE 5 — Cm � I J O I O Qi N TE: STATIONING PER FILL AT FRONT RL�4sn� � V✓a<< YU R" LINE w 0 Z 0 OF WALL �RE / z WALL ELEV ION per t.C.0. 010 z� a v II �ji N Q Q U D PROJECT ENGINEER W N N B. WALDROP I DRAWN BY 0 X O J N J. JACKSON C2 _3(n W U- = W U X X V58 PLAN 0 6,-31" 4. FOR THE LENGTH AND TYPE OF METAL BEAM GUARD RAILING OR METAL BARRIER RAILING THE TERMINAL SYSTEM IS ATTACHED TO, SEE PROJECT PLANS. FOR TYPICAL USE OF THIS TERMINAL SYSTEM WITH GUARD RAILING, SEE THE RSP A77P, RSP A77Q AND RSP A77R SERIES OF THE REVISED STANDARD PLANS. 5. ATTACH RAIL ELEMENT TO THIS POST AND BLOCK. PAYMENT FOR THIS POST, BLOCK AND HARDWARE IS INCLUDED IN PAYMENT FOR THE TYPE OF RAILING OR BARRIER THE TERMINAL SYSTEM IS ATTACHED TO, NOT PART OF PAYMENT FOR TERMINAL SYSTEM (TYPE SKT). GUARDRAIL EXIT START AWAY FROM TRAFFIC FOR TYPICAL GRADING REQUIREMENTS, SEE TYPE 11A LAYOUT ON REVISED STANDARD PLAN RSP A77P1. \--IMPACT HEAD o � 1 61-311 6/-311 6/-311 -WOOD POST NO.'S RAIL I � C I WOOD POST N0. 29 A SPLICE D SEE SECTION C -C. PAVEMENT OR GROUND LINE - _CABLE GROUND \ WOOD POST ANCHOR STRUT NO. 4 BOX WOOD POST NOS. 59 6 7 D AND 8, SEE SECTION D- D. SOIL TUBE WOOD POST N0. 31 C ELEVATION SEE SECTION D -D. A TERMINAL SYSTEM (TYPE SKT) NO SCALE WOOD POST NO. 19 SEE SECTIONS A -A AND B -B. ANCHOR CABLE DATE CHECKED BY DATE VICTORY ROAD BRIDGE No. 29C-467 J. WALKER - REPLACEMENT PROJECT DATE SHEET NAME SCALE OVER LONE TREE CREEK 8/28/18 CONSTRUCTION DETAILS AS NOTED FEDERAL PROJECT NO. BRLO-5929(216) QRpFESS�C� q 1 i M w No. C-59724 m V� V 1 \- 9TF CF I CAL�Fp�� 'ON 133HS 83MVHG IROW -- TCE I I U- �9�- I --mo y� TRVCT 22 L -F—R. TA — INT TYPE -4; (CASE 2) u 68#92 56-.Wnom �eW 4-7.00— B 8 W 445.60� W 14V.1019W 1145 Q TEMP FENCING (TYPE CHAINLINK) FG 149.57 I FG 148.52 FG 146.93 6+74 C/L DWY 3 (N) EP x I I �Cty l�ne D e te�-ed WALL PLAN VIEW N.T,S. 00 II - 22'Co °O i TOW �D 6 '�- 6' 10' 149,00 TOW T B 148.00 TOW 147.00 147.70 147.00 Tq± OF FOOTING 144.50 WALL PENETRATION 6+85.38, 36.83' RT. 12" FL 14 5.5 4 RETAINING WALL OW 145.55 BOW BOW 145.60 145.68 UTILITY OPENING 4' FILL AT BACK PE,Q,-CALTRANS PLAN 133-6 U OF WALL I D. N TE: STATIONING PER FILL AT FRONT RL�4sn� � V✓a<< R" LINE OF WALL 'De I e+ed WALL ELEV ION per t.C.0. 010 N.T. . -- FG / LOL 4 �1 TOW RETAINING WALL TY?(5, (CASE 2) PER C4TRANS STD RSP 13 -g SLOPt AWAY FROM BOW RETAINING WALL EG No C' hanges V BOTTOM All Inftwmation ft lnspec*V The Site Of Work ITT oPau!H COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS BRIDGE DIVISION I a 1810 E. HAZELTON AVENUE STOCKTON, CA 95205 q�lFOa�.1 PHONE: (209) 468-3000 PROJECT MANAGE CONSULTANT) FAX: (209) 468-2999 CONCRETE BACKFI . PLACE AGAINST FIRM COMPETENT EXISTING SOILS, TYPICAL CTION T.S. TYPE 5 WALL SHEET NO. N v 5 $ OF 27 BEYOND ENGINEERING 2525 NATOMAS PARK DRIVE, SCUTE 900 SACRAMENTO, CA 95833 DT -3 916.841.9100 TEL 916.641.9222 FAX WWW.NV5.COM w LO M I v rn CV 6 z w c� 0 Cr m a a 0 Cr (L' 0 U_ a z U w 0 Cr