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/ EXHIBIT B <br /> D D' <br /> z <br /> ROADWAY SIDEWALK' <br /> 33C— <br /> PROPOSED GUARDRAIL.- <br /> -r <br /> UARDRAILSr 6'ER00 EDW - <br /> -41n DRAIN PPE <br /> LIFTS GI AWR01(.3rCEf TA _F1... — 6 00 <br /> 320--.. ... _ .. . .... . -41'24 _..___..__- -- -__�_ 3.._ ,_. ___ _..._.__ .'� "'-_".. .. .... <br /> - _- F>,ISI IM1G GNUUNO <br /> 2 r5 �1 30 deg t _- I <br /> 1 I •.-i n 4 1- bend - .- _.------ <br /> - <br /> /_ . <br /> r <br /> sDo <br /> — ] <br /> i+3!YM�IhMI+, .. <br /> 123.45 N <br /> 9- <br /> OAP <.4 . o-. ' ' ' 0.160n 4 o-L . . :— nal 1. . . . . . 0110 al. J. <br /> * NOTE: LAKE STEVENS UTILITIES CROSSINGS WILL BE LOCATED BELOW TRANSMISSION LINE. MINIMUM SEPARATION SHALL BE 18". <br /> GENERAL NOTES. <br /> PROPOSELCUNCEP ILIAL CROSS-SECTION(ACTUAL(,EOMEI RY MAY VARY <br /> RASED ON.ON'RACTOR MEANS AND METHODS). <br /> 2. LOCATIONS AND DEPTHS OF PIPELINES ARE INFERRED FROM POTHOLING SCALE 10V:109 <br /> u /// <br /> 1 <br /> INFORMATION. <br /> 3. 4-INCH DIAMETER,SCHEDULE 40,PERFORATED,PLASTIC DRAIN.THE 24TH STREET SE AND 91ST AVENUE SECQIRE MO <br /> 'DRAWN BY:BFM <br /> SLIH-DRAIN PIPEUISCHAR)AE SHOULD HEDUN ILINED OAALIFASO-GunF-I EXTENSION PROJECT SECTION D-D' <br /> TO THF SOJTH GM HWAC;EOSCIENCESINC91ST AVENUE CROSSING CONCEPTUAL CELLULAR ''''INC "r6 p,,,,,,,,,0 <br /> CONCRETE FILL DETAIL DATE 201/-039-21BASE NAP PRCVIDFD BY:LD=NNE0. • <br /> LAKE STEVENS,WASHINGTON 04.02.2018 TASK 100-1400 <br /> 5'.1201/PRUE:F 01201/+10-21241M SI HEE I IIDOL DESIGN''ALA MA 201/Oa 21 100)1 100.1400.DWG 1119(Section 0)1 PIo1e4:48/2010100 PM <br />