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R&WOMWO 2.74 = SPAN RISE S L CU. YDS. LENRTN CACN TorAL 1I[NNT 22", 13" 1- CC 8-4 -39 /6-4 21.8 bs. 25". " 9=4" •4 /8-3" 24.4/bs. '2901. '18" l-O" 10'e •54 20=9r 27.7As. 36". 22"- /- 0" /3-Cr •70 25=4" 33.8 /bs 43" . 27" /= 2" /5=6" • 89 30-2" 403 lbs. 31 1- 4" /8-e 07 35=0" 46.8/bs 1 / .. .. / .. - 2 12 6 .. . / 2'/J2 ( ) SPANS & 2..FLARED ENDS OT N6 5 2 .. .. •., / T ALI 28 C If _ S eb 1 I . _ ..., �•-•i 1---I ;._ . 3 CONCRETE cnsrc Akin a cma str_N HEADWALL QUANTITIES P/pE DIMENSION CONCRETE REINFORCING 2f4 L - Cu. YDS. LENITN EACH roTAL WEIONT DIAMETER 15" 3 -- g,. ; 19 7' 8" 10- 2 lbs. .18" 4=6 24 9=l":: 12-/ Ibs.: 2/1 5-3" .30 /0=7" /4•1 lbs. 24� 6�- 0" -36 /2. 0„ 16.0 /bs: 3 0" = 7= 6" • 49 /5-d" 20.0 /bs. 36": 9r- D" '. • 64 /7=/1" 23.9 lbs.::. 42"" 10_6,. - -8/ . . 20'-Ir ' 27.9 /bs- . PAVING 81 DRAINAGE