RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retaining Block
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5 RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retining Block A (Typ.) B (Typ.) 3D VIEW b d d c A B BAR DIAGRAM BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL LENGTH A 2'-8" (813 mm) 2'-8" (0.81 m) 10 26'-8" (8.13 m) B 3'-6" (1067 mm) 2'-0 3 4" (629 mm) 1'-8 3 4" (527 mm) 1'-4 4" 1 (413 mm) 11'-9" (3.58 m) 2 23'-6" (7.16 m) TOTAL: 50'-2" (15.29 m) *All brs #4, ASTM A615 Grde 60 (13 mm, 420 mp) 1 OF 2
6 RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retining Block 43 1/2" (1105 mm) 26 1/4" (666 mm) Min. Bend Rdius 22 3/8" (568 mm) #4 verticl brs, 32" (813 mm) long, ll inside cge (typ. of 6) TOP VIEW #4 bent hoop, bent s shown (typ. of 2) (continuous br, overlp 12" (305 mm) min., bck end) 20" (508 mm) 15 1/2" (394 mm) 26 5/8" (676 mm) 17" 432 mm 32" (813 mm) Min. Cover 1 3 4" (44 mm) 7" (178 mm) 18" (457 mm) 7" (178 mm) 4" (100 mm) di. rebr spcer (typ. of 4) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) 6" (150 mm) di. rebr spcer (typ. of 2) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) FRONT VIEW SIDE VIEW BACK VIEW Notes: 1. All br shll comply with ASTM A615, Grde 60 (13 mm, 420 MP). 2. Tie ll br intersections. 3. Mintin concrete cover of no less thn 1 inch (25 mm) over ll reinforcing steel. Actul cover vries. 2 OF 2
7 RETAINING BLOCKS Reinforcing Steel R-7236HC 72" (1,830 mm) Hollow Core Retining Block A (Typ.) B (Typ.) 3D VIEW b d d c A BAR DIAGRAM B BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL LENGTH A 2'-8" (813 mm) 2'-8" (0.81 m) 12 32'-0" (9.75 m) B 5'-12" 1 (1562 mm) 2'-0 3 4" (629 mm) 1'-6 2" 1 (470 mm) 1'-3 4" 1 (387 mm) 14'-10" (4.52 m) 2 29'-8" (9.04 m) TOTAL: 61'-8" (18.79 m) *All brs #4, ASTM A615 Grde 60 (13 mm, 420 mp) 1 OF 2
8 RETAINING BLOCKS Reinforcing Steel R-7236HC 72" (1,830 mm) Hollow Core Retining Block 63" (1600 mm) 26 1/4" (666 mm) Min. Bend Rdius Min. Cover 1 3 8" (35 mm) 20 1/4" (514 mm) #4 verticl brs, 32" (813 mm) long, ll inside cge (typ. of 8) #4 bent hoop, bent s shown (typ. of 2) (continuous br, overlp 12" (305 mm) min., bck end) TOP VIEW 20" (508 mm) 15 1/2" (394 mm) 26 1/2" (673 mm) 19 1/2" (495 mm) 14 1/2" 368 mm 7" (178 mm) 32" (813 mm) 18" (457 mm) 7" (178 mm) 6" (150 mm) di. rebr spcer (typ. of 2) 4" (100 mm) di. rebr spcer (typ. of 4) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) FRONT VIEW SIDE VIEW BACK VIEW Notes: 1. All br shll comply with ASTM A615, Grde 60 (13 mm, 420 MP). 2. Tie ll br intersections. 3. Mintin concrete cover of no less thn 1 inch (25 mm) over ll reinforcing steel. Actul cover vries. 2 OF 2
9 RETAINING BLOCKS Reinforcing Steel R-9636HC 96" (2,440 mm) Hollow Core Retining Block B (Typ.) A (Typ.) 3D VIEW b d d c A BAR DIAGRAM B BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL LENGTH A 2'-8" (813 mm) 2'-8" (0.81 m) 14 37'-4" (11.38 m) B 7'-12" 1 (2172 mm) 2'-0 3 4" (629 mm) 1'-4" (406 mm) 1'-2" (356 mm) 18'-8" (5.69 m) 2 37'-4" (11.38 m) TOTAL: 74'-8" (22.76 m) *All brs #4, ASTM A615 Grde 60 (13 mm, 420 mp) 1 OF 2
10 RETAINING BLOCKS Reinforcing Steel R-9636HC 96" (2,440 mm) Hollow Core Retining Block 87" (2210 mm) 26 1/4" (666 mm) Min. bend rdius Min. Cover 1 3 8" (35 mm) 17 5/8" (450 mm) #4 bent hoop, bent s shown (typ. of 2) (continuous br, overlp 12" (305 mm) min., bck end) TOP VIEW #4 verticl brs, 32" (813 mm) long, ll inside cge (typ. of 10) 20" (508 mm) 15 1/2" (394 mm) 26 1/2" (673 mm) 20 1/2" (521 mm) 23" (584 mm) 12" 305 mm 7" (178 mm) 32" (813 mm) 18" (457 mm) 7" (178 mm) 6" (150 mm) di. rebr spcer (typ. of 2) 4" (100 mm) di. rebr spcer (typ. of 4) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) FRONT VIEW SIDE VIEW BACK VIEW Notes: 1. All br shll comply with ASTM A615, Grde 60 (13 mm, 420 MP). 2. Tie ll br intersections. 3. Mintin concrete cover of no less thn 1 inch (25 mm) over ll reinforcing steel. Actul cover vries. 2 OF 2
11 Typicl Dringe Detil - Cross Section Grde to drin surfce wter wy from wll Applicble for sites with groundwter well below the leveling pd elevtion nd well-drined retined soils. Drinstone (AASHTO No. 57 or equivlent) to extend t lest 12 inches (305 mm) behind 18-inch high Redi-Rock blocks Non-woven geotextile fbric t bck of XL blocks nd between drinstone nd retined soil (if specified by Engineer bsed on site soil conditions) Non-woven geotextile fbric between djcent blocks t fce (required) Fill ll void spces in nd between blocks with drinstone (AASHTO No. 57 or equivlent) Perforted pipe, grvity drin to outlet (s specified by Engineer) Crushed stone leveling pd Alternte Detil for Concrete or Impervious Leveling Pd Perforted pipe, grvity drin to outlet (s specified by Engineer) Concrete or impervious leveling pd DRAWN BY: APPROVED BY: DATE: SHEET: This drwing is for reference only. Determintion of the suitbility nd/or mnner of use of ny detils contined in this document is the sole responsibility of the design engineer of record. Finl project designs, including ll construction detils, shll be prepred by licensed professionl engineer using the ctul conditions of the proposed site. NWL JRJ 22JUN2018 TITLE: FILE: XL Typicl Dringe Detils 1 of 1 XL Typicl Drin Section dwg US 31 SOUTH, CHARLEVOIX, MI (866) ext 3010 engineering@redi-rock.com
12 Typicl Dringe Detil - Isometric View Grde to drin surfce wter wy from wll Extend geotextile over drinstone nd below surfce mterils Non-woven geotextile fbric between djcent blocks t fce (Required between ll blocks. Shown only in indicted loction for clrity.) Drinstone (AASHTO No. 57 or equivlent) to extend t lest 12 inches (305 mm) behind 18-inch high Redi-Rock blocks Non-woven geotextile fbric t bck of XL blocks nd between drinstone nd retined soil (If specified by Engineer bsed on site soil conditions. Shown cut wy.) Fill ll void spces in nd between blocks with drinstone (AASHTO No. 57 or equivlent) Crushed stone leveling pd Perforted pipe, grvity drin to outlet (s specified by Engineer) This drwing is for reference only. Determintion of the suitbility nd/or mnner of use of ny detils contined in this document is the sole responsibility of the design engineer of record. Finl project designs, including ll construction detils, shll be prepred by licensed professionl engineer using the ctul conditions of the proposed site. DRAWN BY: APPROVED BY: DATE: SHEET: NWL JRJ 22JUN of 1 TITLE: FILE: Typicl XL Dringe Detil XL Typicl Drin Iso dwg US 31 SOUTH, CHARLEVOIX, MI (866) ext 3010 engineering@redi-rock.com
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