|
Total Length Of Waterway Crossing Ft. �CI -1 1 I
<br /> 10' Transition To 10' Transition To Top Of �1 01 I I
<br /> Utility Access Road _ Waterway Top Width 30 Ft. _ Utility Access Rood Crossing Waterway I
<br /> Flow �: ° a°' 9 �
<br /> Depth 1.5 Ft
<br /> CV -. .:i.� moi, �i�� _ 4::•,:•,„7,o,;•:-.:,..•4,-•
<br /> -,47.4.1.441,_:::__%,,. ,�������' WatenY i 5 6
<br /> - ',-.-. .-.•...•,•._. _._ ayi
<br /> Geotextke At All-\ Crode 0j
<br /> Waterway Cross-Section
<br /> Slope Crossing To klatcSol-Rock Interfaces
<br /> Blend To Grade Geotextile Al Q
<br /> SECTION B-B Ali Soil-Rock
<br /> Interfaces SECTION A-A w
<br /> ww
<br /> At Centerline Of Waterway 1---
<br /> _ Q
<br /> A Notes:
<br /> 1. Geotextile (non-woven, needle punched) min. criteria: IX
<br /> I.
<br /> Waterway 4 Grob Tensile strength (Ib) ASTA1 0 4632__ 202 0
<br /> Elongation of failure(E) ASTM D 4632__,•S0
<br /> 10' Transition To a4
<br /> w 10' Transition To Trapezoidal tear strength (Ib) ASTM D 4533___79 O
<br /> Utility Access Rood Utility Access Road Puncture strength (Ib) ASTA1 0 6241 433 Z
<br /> Ultraviolet light (%retained strength) AST11 D 4355_ --
<br /> __min 50 (I)
<br /> 3
<br /> rc .41"
<br /> Aaw�czsr sy+s t° + 'Po' ? ''` a Apparent opening size (ADS) ASTM D 4751_ O
<br /> 't ri r mA max 0.22 mm (US sieve size 70) IX'41U
<br /> Permittivity sec-11 ASTIJ D 4491 min 0.70
<br /> i t ° 2. Any geotextile splices shall overlap a minimum of 18 ][
<br /> inches, with upstream or upslope geotextle overtopping U
<br /> the abutting downslope geotextile. O
<br /> K`i n 3. The rock surface shalt be compacted with the track or CC
<br /> fi 1` d, ti xy o-n Al tee of the equipment used for construction over the
<br /> ems, k+�.,�}� entre surface and shall not leave any large depressions' F �e.Snh� 3 i" ��* or irregularities that would not drain. t, v
<br /> ,s -,,,,-;.,,,,.0:4.-v.,,-.. .s 1 s t. int 4"`. � :-1 ,.Vp ,.e 1n
<br /> ' a F ;f IDOT = Illinois D Deportment Of Transportation o a a
<br /> '4'.y:'' ',-,..T.:':,-,',..13.'.....i.''v . rx ¢ i • tt ._ v eP sp r$c vs
<br /> ..,n..w. ,.A... ,•(: f. ., nr .ttc•,�.;.", .r`i.'fsdi%C., R a .4,,,,11-,r.•snrca`ec ...„$ •> fimc xi!uA };;
<br /> Waterway 1 Top Wdth 4 BILL OF MATERIAL x g a s
<br /> ;1
<br /> Surface Material -z
<br /> 4
<br /> IDOT GRAD. CA 1 Tans 85 .a c
<br /> Quality Designation A zv
<br /> --t•A Geotextle Sq.Yd. 110
<br /> mow.
<br /> PLAN VIEW i IL--EKING-8D
<br /> VerbPao• 1 x 1
<br /> _11444 14 W 29
<br />
|