DIA. DIA. A SQUARE A SQUARE C C 4" 3" 3" 4" 6 8 12 16 20 24 30 36 48 - - - - 6 8 8 11 16 15 20 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 13'-6" 10'-0" 8'-6" 6'-9" 5'-8" 4'-6" 3'-4" 2'-3" 1'-9" 0'-8" 0'-9" 1'-0" 1'-3" 1'-6" 1'-9" 2'-6" 3'-0" 4'-0" 0'-8" 0'-9" 1'-0" 1'-3" 1'-6" 1'-9" 2'-0" 2'-6" 3'-0" 22.7 42.8 86.8 143.5 0.1 0.2 0.4 1.0 1.9 3.1 5.5 9.5 21.2 6 8 12 16 20 24 30 36 48 - - - - 3 5 7 6 9 12 6 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 438.9 9'-0" 6'-9" 5'-6" 4'-6" 3'-9" 3'-0" 2'-3" 1'-6" 1'-6" 0'-9" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 1'-9" 2'-0" 7.0 16.7 30.4 169.5 0.1 0.1 0.2 0.4 0.6 1.1 1.9 3.3 6.7 6 8 12 16 20 24 30 36 48 - - - - 3 3 4 6 7 7 13 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 162.7 6'-6" 4'-9" 4'-0" 3'-3" 2'-9" 2'-3" 1'-6" 1'-6" 1'-3" 0'-9" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-3" 1'-6" 4.0 7.0 12.0 0.1 0.1 0.1 0.2 0.4 0.5 0.9 1.3 1.9 6 8 12 16 20 24 30 36 48 - - - - 6 6 8 11 9 14 11 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 1112.3 12'-3" 9'-3" 7'-9" 6'-3" 5'-3" 4'-3" 3'-3" 2'-3" 1'-9" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 1'-6" 1'-9" 2'-0" 2'-6" 22.0 46.9 79.3 131.9 266.7 500.8 0.2 0.2 0.4 0.9 1.6 2.3 4.1 6.8 14.8 6 8 12 16 20 24 30 36 48 - - - - 6 10 15 15 10 11 16 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 16'-9" 12"-6" 10'-6" 8'-6" 7'-0" 5'-9" 4'-3" 3'-0" 2'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-3" 1'-6" 1'-9" 2'-0" 2'-3" 2'-9" 3'-6" 47.0 360.5 0.2 0.4 0.9 2.0 3.3 5.6 9.5 16.3 37.2 22.0 32.7 62.0 50.1 93.9 109.5 203.4 B B DIA./4 3" 3" 3" 10 12 14 16 18 20 24 4 4 YARDS CUBIC CONCRETE A B C 5'-0" 4'-0" 3'-6" 3'-6" 3'-0" 3'-0" 2'-6" 2'-0" 4'-6" 5'-0" 5'-0" 6'-0" 6'-6" 7'-0" 7'-6" 10'-0" 1'-6" 1'-6" 2'-0" 2'-6" 2'-9" 3'-6" 3'-6" 3'-0" 1.98 2.58 3.46 4.29 5.25 7.96 146 250 D 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 4'-6" 5'-0" 7'-0" E 1'-0" 1'-3" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" F 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" G 0'-8" 1'-0" 1'-6" 1'-6" 1'-9" 1'-8" 2'-0" 2'-10" H 1'-11" 2'-4" 3'-1" 3'-1" 3'-5" 3'-10" 4'-4" 6'-0" 10 12 14 16 18 20 24 4 4 YARDS CUBIC CONCRETE A B C 4'-6" 4'-0" 3'-6" 3'-0" 3'-0" 2'-6" 2'-0" 4'-6" 5'-0" 5'-0" 5'-6" 6'-6" 7'-0" 7'-0" 9'-0" 0'-9" 0'-9" 0'-9" 1'-3" 2'-0" 1'-9" 2'-0" 1'-9" 1.05 1.40 1.79 2.44 3.04 4.11 143 D 1'-6" 1'-9" 2'-0" 2'-3" 2'-9" 3'-0" 3'-0" 4'-0" E 1'-0" 1'-3" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" F 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" G 0'-8" 0'-9" 1'-0" 1'-3" 1'-6" 1'-8" 1'-8" 2'-3" H 1'-7" 1'-8" 1'-9" 2'-3" 2'-9" 3'-1" 3'-1" 4'-2" A F H E D C B G E F 6&8 0.94 1.31 4 5 5 5 6 7 34 42 48 83 92 96 6&8 3'-0" 0.54 0.75 4 4 4 4 5 6 28 32 36 36 47 50 80 4 4 4 4 4 5 4 4 4 5 5 5 10 5 4 5 5 5 7 7 10 5 5 5 6 9 10 11 1136 2763 680 4 4 5 5 5 6 7 267 428 1063 (LBS) STEEL (LBS) STEEL (LBS) STEEL (LBS) STEEL SIZE BAR BAR SIZE SIZE BAR SIZE BAR SIZE BAR SIZE BAR (LBS) STEAL (LBS) STEEL SIZE BAR (LBS) STEEL C C A SQUARE A SQUARE 16"x22.5° 12"x22.5° 16"x11.25° 12"x11.25° 8"x11.25° 6"x11.25° A 6"x22.5° 8"x22.5° 6"x45° 8"x45° 12"x45° 16"x45° MIN. B MIN. C D E F CONC. CY NO. 1"x 1/4" 1"x 1/4" 9.33 4.72 2.33 1.43 5.13 2.88 1.33 0.72 2.37 1.17 0.56 0.40 2 2 2 2 2 2 2 2 2 2 2 2 2"x 3/8" 2"x 1/4" 1"x 1/4" 1"x 1/4" 2"x 3/8" 2"x 1/4" 2"x 3/8" 2"x 1/4" 1"x 1/4" 1"x 1/4" 30" 24" 18" 18" 30" 24" 18" 18" 30" 24" 18" 18" 3'-0" 3'-0" 2'-0" 1'-6" 2'-6" 2'-0" 1'-6" 0'-9" 2'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 2'-0" 2'-0" 3'-0" 2'-6" 1'-6" 1'-3" 2'-0" 2'-0" 2'-0" 1'-0" 7'-0" 5'-0" 4'-6" 3'-6" 4'-6" 3'-6" 3'-0" 3'-0" 4'-0" 3'-6" 3'-0" 2'-8" 1'-9" 1'-9" 2'-9" 3'-6" 3'-0" 3'-6" 4'-2" 4'-6" 1'-6" 2'-0" 2'-0" 3'-0" 2'-0" 2'-0" 3'-0" 4'-0" 3'-3" 4'-0" 5'-0" 5'-6" 3'-0" 4'-0" 5'-0" 6'-0" 6'-0" 6'-0" 4'-0" 3'-6" 5'-6" 4'-6" 3'-0" 2'-0" 4'-0" 3'-0" 3'-0" 2'-0" 1' 6" 1' MIN. C A MIN. B E F D and Fasteners. the Stated Dimensions and Shall Not Encase the M.J. Bolts Poured in Place Thrust Blocking Shall be Properly Formed to All Reinforcing Steel Shall be Epoxy Coated. Noted. Minimum Depth of Embedment For Reinforcing Steel to be as All Concrete Shall be L3500 Steel in Accordance with the Requirements Satisfy the Bend Test Requirements for Structural Grade A.S.T.M. Serial Designation A-305-507 and Shall All Reinforcing Steel Shall be Deformed Bars Conforming to GENERAL NOTES: REINFORCED CONCRETE ANCHORAGE CONCRETE GRAVITY BLOCK REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK REINFORCED CONCRETE THRUST BLOCKS REINFORCED CONCRETE ANCHORAGE CONCRETE GRAVITY BLOCK L SP S t a nd a r d s . c f g ... \t a b l e s \ p e n \ BW_ P E NT ABLE . t b P E NP ROJ : US E RDATE DGN3 / 9 / 2017 ... \ 2017 \ L SP s \l s p320 s 1 . dgn s eca w SHEET NO. Drawn: Checked: Approved: Date: Horz. Scale: PROJECT NO. EFFECTIVE DATE MARCH 22, 2017 DI A . DI A . DI A . DI A . DI A . REINFORCED CONCRETE THRUST BLOCK =11 1/4° =22 1/2° =45° =90° C ELEVATION SECTION C-C C DI A . DI A . =22 1/2° =45° UNDISTURBED EARTH UNDISTURBED EARTH REIN. CONC. TEE BLOCK AND PLUG BLOCK WATER MAIN RETAINER GLAND SLEEVE D.P. OR SOLID EACH DIRECTION EQUALLY SPACED IN NOTE: TENSION BARS PLUG DIA. BEND =90° SIZE EMBED. =90° UNDISTURBED EARTH FRONT VIEW STRAP EMBEDMENT GRAVITY BLOCK SIDE VIEW TOP BEND TOP VIEW TOP BEND LSP 320 1 JWH R.C. THRUST BLOCKS, R.C. ANCHORAGES, R.C. GRAVITY BLOCKS, R.C. TEE BLOCKS AND R.C. PLUG BLOCKS L SP 320 L SP 320 LSP 320 2/17/2017 B NONE A K S A R B E N F O E T A T S DAVID J. BEYERSDORF E-12239 R E E N I G N E L A T N E M N O R I V N E L A N O I S S E F O R P This document was originally issued and sealed by David Beyersdorf, E-12239, on 2-17-2017. This media should not be considered a certified document.