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HomeMy WebLinkAboutD-21490BI ro A 6" PERFORATED 6" 90' ELBOW 5" END CAP PVC DRAIN PIPE S.W CORNER OF S. R. 405 BOX CULWRT ..'- : 40 "'0" --- -- - -- - 35 N. W. CORNER OF S. R. 405 BOX CULVERT 20' -O° ': ELEV & 0 , S. W. CORNER OF..GRADY WAY BOX, CULVERT 40 -`0' III I i 0 1� 6 (FLAT 70P) 3, -0" 12' - -0" 2' -0" A UNEXP PLACE FIL 7ER FABRIC BETWEEN DRAINFILL AND EAR THFILL AT ALL POINTS OF CONTACT - 12" 40'-0" WI.NGWALL AT S. W. CORNER OF S. R 405 BOX CULVERT COVER PIPE OPENING -' N,,W S STEEL 1 =6" REEN 57RUC7URE - -- X.7 BACKFILL, 6 "- PERFORATED -- - LIMITS EX /S71NG BOX PVC DRAIN PIPE : CULVERT WALL o A ELEV. 1.0 - DE7AIL -- o ., 0. � �„ Or. •,-, " i-, 0., �• >, O'r; Oi�,. O O I _ 0Or.©Or�0OOOr00 00000 0 0 0 0 o O o 0 o o o 0 0 0 0o 0 o o 0 0 0 O O O O O O IIIIO O O O O O O O �. C 10000,00000 O O O O O O OC G , - WWWALL LOC MV A 8 S.W CORNER OF S. R. 405 BOX CULWRT ..'- : 40 "'0" �:£LEV 10.0 N. W. CORNER OF S. R. 405 BOX CULVERT 20' -O° ': ELEV & 0 , S. W. CORNER OF..GRADY WAY BOX, CULVERT 40 -`0' ELEV 15.0 30 6 (FLAT 70P) NOTE 'NEWS AND, DETAILS REPRESENTED ON THIS SHEET ARE TYPICAL FOR THE 7HREE WINGWALLS INCLUDED IN THIS - CONTRACT.' STEEL SCHEDULE LOCATION MARK WAN. S72E TYPE LENGTH o b 0 UNEXP & STY 1 30 6 K -6 14' -0" 12' - -0" 2' -0" 14' -6" _.I I_.. "IN -_ UNEXP 2 70 5 ST 39' -2" 39' -2" 14' -5" �-- _ UNEXP & BTM CJD 29 6 21 8' -0" 6' -0" 2' -0" _ UNEXP & STY 4 59 6 21 5' -O" Y -0" 2' -0" TOP 5 9 6 ST 38'- 11" 3B' -71 " EXP 6-D 2 5 21 15' -7" 13' --7" _ 2' -0" TOP 7 2 6 ST 39' -8' 39' -8" TOP 8 11 6 ST _ 39' -7" 39' -7" STY C 9D 9 5 ST 38'-11" 18' -11" 8 & TOP C 10 2 7 ST 1' -9" 1' -9" BTM & TOP 71D 2 7 ST 2' -5" 2' -5" BTU C 72D 2 5 ST 39 " -8" 39, -8" 3 T C 13 1 5 ST 39' -6" 39' -6" BTM & TOP 14 118 7 ST 10'-8" 10' -8" UNEXP 15 4 5 VL -5 19'-g" 79' -9 AV EXP 16 39 5 K -7 14' -0" 12' -0 AV 2' -0" EXP C17D 5 1 6 1 K -8 16' -3" 16' -3 AV EXP &UNEXP 18 2 1 5 1 ST 39' -4" 39' -4" 20'-0" KNGWALL AT IV W CORNER OF S. R. 405 BOX CULVERT STEEL SCHEDULE LOCAMV MARK OVAN Sl r TYPE LENGTH c b c UNEXP& BTU C 1 15 6 K -2 13 =1" I1' -1 AV 2' -0" 14' -6" _.I I_.. "IN -_ UNEXP 2 8 5 ST 19' -2" 19' -2" 14' -5" �-- �.Kr S(z(9L -UNEXP & BTM C JD 14 6 21 8' -0" 6' -0" 2' -0" UNEXP & BTM C4D 29 6 21 5' -0" 3' -0" 2' -0" TOP c5D 9 6 ST 18' -11" 18' -17" EXP 6 2 5 21 15' -7" 13 =7" 2' -0" TOP 7 2 6 ST 19' -8" 19' -8' EXP & TOP c8D 9 6 ST 19' -7" 19' -7" STY 9 9 5 ST W-11" 18' -11" BTM & TOP 10 2 7 ST 1' -9" 1' -9" BTM & TOP C 11 2 7 ST 2' -5" 2' -5" BTM 12 2 5 ST 19' -8" 19' -8" BTM C 13 1 5. ST 19' -6" 19' -6" 87M & TOP 14 78 7 ST 10' -8" 10' -8" UNEXP 15 6 5 IL-1 9' 10" 9' -1O AV EXP 15 19 5 K -3 13' -O" 11' -0 AV 2' -0" EXP 17 7 6 K-4 8' -10" 8 -10 AV EXP & UNEXP 18 2 • 5 ST 20' -4" 20=4" 40' -0" KNGWALL AT S. W. CORNER OF GRADY WAY BOX CULVERT STEEL SCHEDULE LOCAMLIV, MARK WAN. SW TYPE UN07H o b c UNEXP & BTM 1D 30 6 21 15' -7" 14' -6" 2' -0" 14' -6" _.I I_.. "IN -_ UNEXP 2 8 5, ST 39' -2" 39' -2" 14' -5" �-- �.Kr S(z(9L UNEXP & BTM 3 29 6 21 8' -0" 6-O" 2' -0" UNEXP & BTU C 4D 59 6 21 5' -0" X -0" 2' -0" TOP 5 9 6 ST EXP C 6D 2 5 21 15' -7" 13' -7" 2' -0" TOP 7 2 1 6 ST 39' -8" 39' -8" TOP (8D 9 6 ST 39' -7" 39' -7" BTM C .9 9 5 ST 36' -71" 38' -11" BTM & TOP 10 2 7 ST 1' -9" 1' -9" B7M & TOP C 71D 2 7 ST 2' -5" 2' -5" BTM 12 2 5 Sr 39' -8" 39' -8" BTM 13 1 5 ST 39' -6" 39' -6" BTM & TOP 14 118 7 ST 10' -8" 10' -8" UNEXP 15 7 5 ST 39' -2" 39' -2" EXP >6 39 5 1 21 15' -7" 73' -7" EXP 17 7 6 ST 39' -7" 39' -7" i I I � � I < r= r a a 0 0 ❑ ❑ i m O yv Q � W ^� U) O z C ^ 0 'V U � U a �D �I I CG v� Q �v w Q� w Q h j < RENSION NO DRANING N0. ESGR -3 ;NEE 11 OF 21 EM r BAR TYPES SPLICE LENGTHS 0 =3' -0" to 16' -7" 0 =8' -1" to 37' -6" �_ MIN o o= 9' -IOAV o =19' -9 AV -_19" f _ if ST K -1 K -5r5 Of / % b� a -7' -8" to 14' -6" b a =11' -1 AV 0 -9' -7" to 6 a= 12' -0°4V 14' -6" _.I I_.. "IN -_ 403' = 21 K -2 K -66 �!!�MAI 0 -7 =8" to 14' -3" AV 0 -9' -7" to b o =12' -0 AV 14' -5" �-- �.Kr S(z(9L K -3 K -7 lf`7 • - 0 =0' -8" to 17' -0" o=8'-/O Z -4 AV K -4 0 =0' -8" to 0 =16 =3 AV K -B 31' -11" • 2® � 7 i I I � � I < r= r a a 0 0 ❑ ❑ i m O yv Q � W ^� U) O z C ^ 0 'V U � U a �D �I I CG v� Q �v w Q� w Q h j < RENSION NO DRANING N0. ESGR -3 ;NEE 11 OF 21 EM r