28 Spaces @ 75"=175'-0" 6'-3" (TYP.) 8'-0" Soil Cut 1 2 3 4 5 6 7 8 9 10 12 13 11 14 15 16 17 18 19 20 21 22 23 24 25 25 C.I.P. 26 6'-3" 25'-0" or Two Section End Section 25'-0" or Two Section End Section A B P 2'-7" J BCT posts in 6' long (galvanized) foundation tubes, ground line strut, and BCT cable anchor A B W6x9 72" long Posts with 6x12x14 1/4" Blockouts CRT 6x8x72" long Wood Posts 11-16 with 6x12x14 1/4" Blockouts P J BCT posts in 6' long (galvanized) foundation tubes, ground line strut, and BCT cable anchor 2'-7" 1'-0" Top of Concrete Header At Grade 2'-7" Soil Cut 3'-0" 4'-0" System Layout 1 of 10 SECTION P-P SECTION J-J
4'-0" 2'-0" 17'-9" Excavated Pit 9" 9" 45 8'-0" 1'-0" Concrete Header 1'-0" 13 25 12 14 15 C.I.P. 2 of 10 Soil Cut Details
5/8"x10" Guardrail Post Bolt 5/8" Std. Guardrail splice bolts 5/8" x 22" Guardrail Post Bolt 5/8"x10" Guardrail Post Bolt c2 4'-0 1/4" 7'-8 7/8" a2 C x2 1/2" Rail Slot b2 d1 5/8" x10" Hex Head Bolt with washers c1 a1 5/8" x 7 1/2" Hex Head Bolt e1 b1 SPLICE DETAIL Post 2 Post 1 END RAIL DETAIL 3 of 10 DETAIL C SCALE 1 : 15 End Rail Detail Splice Detail
5/8"x14" long Guardrail Post Bolt 16D Double Head Nail 1" 7 1/8" 1" 1/4" 1'-0" 2'-7" 2'-8" 6" 1 7 1/8" 6'-0" 1'-2 1/4" Blockout Part a2 3'-4" SECTION A-A SIDE VIEW W6x9-Beam Post Part a1 4 of 10 Post 3-10 & 17-24 Detail W6x9 Posts
3" 6" 8" 5/8"x22" long Guardrail Post Bolt a2 16D Double Head Nail 7 1/8" 2'-8" 2'-7" 2'-8" 3 1/2" 6'-0" 1'-3 3'-4" CRT Wood Post Part e1 SIDE VIEW SECTION B-B 5 of 10 Post 11-16 Detail CRT Wood Posts
TS 8x6x0.1875 5 1/2" 7 1/2" 3" 6" 1" 4" 8" 2 3 7 1/8" 1'-5" 2'-4 1/2" 1'-11 7/8" 3'-10" 2 1/2" 1" 6'-0" 7/8" SIDE VIEW BCT (MGS) Timber Post Part b2 SIDE VIEW 6 of 10 Foundation Tube Part b1 BCT Timber Posts & Foundation Tube Detail
6'-8" 4'-2" Cable End Washer A325 1" Heavy Hex Nut A325 D BCT Anchor Cable Part d1 1'-3" 8" 7" 5" 4" 5/8" 8" 5" 1 1/8" 1"-8UNC Threaded Entire Length DETAIL D SCALE 1 : 5 1 1/2" 1 1/4" SIDE VIEW Anchor Cable Bearing Plate Part d2 BCT Anchor Cable Detail 7 of 10
8 1/4" 5 1/2" 3/16" R5/16" R7/16"x2" 1'-4" 4" 13/16" Yoke Detail R3/8" 4" 4" 4" 2" C6x8.2 R1" 3" 6" c3 55.0 5 5/8" 1 5'-7" Strut Detail Strut Anchor Bracket Part c2 Yoke 3" 1 1/2" 3/8" 2 6'-3" 6'-6" Ground Strut Part c1 1 3/8" 1 1/8" Anchor Bracket Bearing Plate Part c3 Ground Strut & Anchor Bracket Details 8 of 10
7'-3 1/2" 8 1/2" 2" R1/2"x1 1/4" Slot E 6'-3" 12 gauge DETAIL E SCALE 1 : 15 4" (TYP.) 13'-6 1/2" 6'-3" (TYP) F 12 gauge F SECTION F-F DETAIL G SCALE 1 : 15 R1/2" x1 1/4" Slot 26'-0 1/2" 7'-9" 3'-7 (TYP) G 25' 12 gauge, End Section x2 1/2" Slots Rail Section Details 9 of 10
9" b3 b2 b1 H 45 6" 9" 5" 19'-9" 2" 4'-2 1/4" DETAIL H SCALE 1 : 10 1 1/2" Concrete Cover 8" b3 b1 2'-8" (TYP) I 1'-2" Min. Lap b2 2 1/2" 9" 5 1/2" 1" chamfer 1'-5" (TYP) 4'-0" 1'-5" b3 1 1/2" Concrete Cover I 19'-6" SECTION I-I b1 R2" 3'-9" 5'-6" 1'-2" b3 b2 NOTE: All bars are Grade 60 No. 4 Bill of Bars 10 of 10 Item No. QTY. Description Material Specification - 1 Concrete Header f'c=4000 ksi b1 6 #4 Bar - Longitudinal - 234" long Grade 60 Steel b2 6 #4 Bar - Bent Longitudinal - 80" long Grade 60 Steel b3 22 #4 Bar - Transverse - 45" long Grade 60 Steel Concrete Header Details