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2908 49TH ST SW 2016-01-01 MF Import
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2908 49TH ST SW 2016-01-01 MF Import
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Last modified
4/25/2017 5:28:24 PM
Creation date
3/31/2017 2:59:56 PM
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Address Document
Street Name
49TH ST SW
Street Number
2908
Imported From Microfiche
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$ <br />� <br />N <br />� <br />m <br />� <br />0 <br />GEOSYNTHETIC REINFORCEMENT LENGTF' AND DOWELS <br />TOTAL FASCIA GEOSYNTHETIC REINFORCEMENT LENGTH ROWS OF �M4 e <br />WALL FOOTINO L DOWEL BARS <br />HEIGHT VNDTH �� REQUIRED <br />HiFi� B -_- - N <br />(R) (R - In) TypE 1 TYPB 2 TYPE � TYP! 4 TYPE 6 TYPE 6 (No.) <br />5 5 1'- 0" 9.0 8.0 8.5 B.0 8.0 8.0 2 <br />8' 1'- 0" 8.0 8.0 7•9 8.0 8.0 8.0 3 <br />T 1'-0" 8.4 8.9 9•3 8.4 6.4 8.4 3 <br />8' 1'- 0" 8.9 7.9 10.7 8.9 8.9 7.1 3 <br />9' 1'- 0" 7.4 8.9 12.7 7.4 7.4 B.1 3 <br />1 U 1' _ 0" 7.9 ' 10.0 13.5 7.9 7.l3 9.0 4 <br />11' 1' - 01/2" 8.4 11.0 74.7 8.4 8.4 10.0 4 <br />�2� r-o�n° e.e �z.o te.� s.a e.a �o.s a <br />13' 1' -1" 9.3 13.0 77.5 9.3 9.3 11.9 4 <br />14' 1' -1" 9.8 73.9 18.9 9.8 8.8 12.8 4 <br />15' 1' - 2" 10.5 14.9 20.3 10.5 10.5 13.7 8 <br />-18' -1'_2"- 11.2 18.0 21.7 712 17.2 14J 8 <br />1T 1' - 2 12" 11.9 17.0 22.9 11.9 11.9 15.8 8 <br />1A' 1'-21/2" 12.8 18.0 24.3 12.8 12.8 18.8 B <br />19' 1'- 3" 13.3 19.0 25.7 13.3 13.4 17.5 8 <br />20' 1' - 3" 14.0 20.1 27.1 14.0 14.1 18.5 10 <br />21' 1' - 31C2" 14.7 21.1 28.5 14.7 14.8 19.A 10 <br />22' 1' - 31/2" 15.4 22.2 29.9 15.4 15.5 20.4 70 <br />23' 1' - 4" 18.1 23.2 31.7 16.7 18.2 21.3 10 <br />24 1' - 4" 18.6 24.2 32.5 18.8 16.9 22.3 70 <br />25 1' _ S, 17.5 25.2 33.9 17.5 17.7 23.2 10 <br />28' 1' - 5" 1B2 28.3 35.3 18.2 18.4 24.2 10 <br />2T 1' - 5 7/2" 18.9 27.3 38.7 18.9 18.1 25.1 10 <br />2B' 1' - 5 72" 19.6 28.2 �.1 --- 19.8 � 19.9 28.1 10 <br />29' 1' - 8" 20.3 292 39.5 20.3 I 20.8 27.0 10 <br />30' 1' - 6" 21.0 30.3 40.7 21.0 27.3 28.0 10 <br />31' 1' - 81/2" 21.7 31.4 42.1 21.7 22.0 28.8 10 <br />32' 1' - 8 1/2" - 22.4 32.a 43.5 22.4 22.8 29.9 10 <br />--- . . __ .. .. . - --- ---� - -- ---- --- <br />33' 1' T' 23.1 33.3 44•9 231 23.4 30.8 1D <br />-- - � --- - . _.._ ------ -- - -- ----- <br />34' 1 T' 23.8 34.3 I �.3 23 8 24.2 31.8 10 <br />35 1- B" 24.5 35.4 � 4�•� I 24.5 24.9 32.7 10 <br />OEOSYNTHETIC REINFORCEMENT SPACING AND STRENGTH <br />TOTAL DEPTH OEOSYNTHETIC LONC�TERM OEOSYNTHETIC REINFORCEMENT STRENOTH RE�UIRED <br />BELOW REINFORCEMENT <br />HE�IGLLHi' TOP OF VERTIi:AL T�� <br />�� SURCHARGE SPACING (Ib/ft) <br />(*1 Z(�q (}q IYPE 1 TYPE 2 TYPE � TYPE 4 TYPE 6 TYPE E <br />5 0.7b 2M 22D � 22B 244 � 220 228 <br />UP TO 5 5 1.00 325 294 � 305 325 294 365 <br />s �.zs �os �s� � 3eo 4os I �e� aeo <br />0 Eo 10 0.76 418 415 438 418 � 415 438 <br />5< H+Hs 510 0 Eo 70 1.00 557 553 584 557 553 584 <br />0 io 10 1.25 BBB 891 731 898 891 731 <br />0 to 70 0.75 418 489 580 418 � 487 534 <br />10.1 to 20 0.75 786 815 BB2 788 875 882 <br />10 < H+Hs 5 20 0 io 10 1.00 .557 B85 774 557 823 712 <br />10.1to 20 7.00 1020 1087 � 1178 1020 1087 1178 <br />0 ro 10 1.25 898 830 967 898 779 I 889 <br />10.1 to 20 7.26 7272 7358 1484 1272 1358 � 1484 <br />0 l010 0.75 442 820 744 418 528 828 <br />10.1to 20 0.75 788 878 1000 788 878 977 <br />20.1 io 30 0.75 1114 1224 1320 1114 { 1224 1320 <br />0 to 10 1.00 588 829 � 887 557 704 939 <br />Zp < H+He 5 30 10.1 io 20 7.00 1020 11� 1332 � 7020 1788 1308 <br />20.1 io 30 1.00 1488 7832 1784 1488 � 1832 1784 <br />OEo 10 1.25 738 1034 1238 898 I 881 7008 <br />,0., �02� ,.25 ,ZM ,484 ,888 ; ,2,2 � ,484 ,832 <br />20.1 to 30 1.25 1980 2040 2208 I 1880 2040 I 7108 <br />0 to 10 0.75 484 8B3 B28 416 55B 877 <br />�o.t to zo o.�s �es es� toe� �ea 90� �ozs <br />20.1to 30 0.76 1714 1254 1388 1114 1254 1388 <br />30.1to 35 0.76 1284 1428 1548 1284 1428� 1618 <br />0 to 10 1.00 819 810 1102 557 745 902 <br />�o.� ro zo too tozo tzae taw � to2o �i2�z t3es <br />�� H+H° �� 20.1 to 30 1.00 1488 7888 1824 I 1488 7888 � 1824 <br />30.1 io 35 1.00 1718 1908 2084 I 1718 7908 � 2084 <br />- -{- ----- --- <br />Obo 70 1.2b 773 1138 1380 898 B31 7727 <br />10.1 to 20 1.25 -- -- 1272 7580 1800 � 1272 1512 � 7704 <br />20.7 to 30 7.25 1880 2089 2292 7880 � 2088 � 2292 <br />3C.7 to 35 7.25 2148 2378 2580 2748 2378 � 2580 <br />NOTES <br />7}iE LONGTERM GEOSYNh1ETIC DE91GN 3TREN07H T�' SHALL BE <br />DETERMINED IN ACCORDANCE VNTH VY3D0T 3TANDARD PRACTICE <br />7925. SEE QUALIFIED PRODUCTS LIST FOR PRODUCTS IN WHICH <br />Tel' W13 BEEN DE7ERMINED. <br />'H', "Fle', 'L', AND T ME GRAPHICALLY DEFINED ON 9HEET 1. <br />T IS iHE DISTANCE FROM iHE TOP OF WAI i(AS SHOWln TO <br />A OE'JSYNTHETIC LAYER, AND IS USED TO DETERMINE'T�I' FOR <br />THAT LAYER <br />LOLUMN'8' IS A REFEREI�E FOR STANDARD PLAN D3a. <br />� pF WATy�1�S.o` (� <br />��°'�'�� n <br />L <br />� <br />q�3�e �,o .F,�' <br />'�, �IST6R G�: <br />►�o�vai. e• <br />rEXPIRES JULY I, 2007 <br />PlRMANlNT <br />�eos�TN�ic wA« <br />TYPlB 7 - 6 <br />STANDARD PLAN D-3 <br />SHEET 2 OF 3 SHEEfS <br />APPROVED FOR PUBLICATION <br />Harold J. Petwfeso 07-13-OS <br />= m�renesae�a� wre <br />� WahYy�n flub 0.palrnM� d i�vspxloNen <br />�� l <br />
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