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SW 1 /4, NW 1 /4, SEC 17 , T29N , . 05E, W. N .
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<br /> RED BARN ENGINEERING INC.
<br /> 6610 NE 181ST ST STE 2
<br /> EXISTING GRADE KENMORE, WA 98028
<br /> 114 ~ ~•.1 CB
<br /> TYPE IM--B 071- 114 REDBARN-ENG2INEERING.COM
<br /> NG.COM
<br /> ` PROPOSED/EXISTING GRADE IE=102.96 12" W
<br /> PROPOSED \-_ - „
<br /> 112 FINISHED GRADE EX. IE=102.0� 12 SW, NE 112
<br /> -- CONTRACTOR TO POTHOLE AND DETERMINE
<br /> -.- -- `- - INVERT PRIOR TO INSTALLATION OF SD
<br /> 110 - - - 110
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<br /> 104 TYPE 1 CB #4-- 104
<br /> RIM=110.9 �-. 0 CALL BEFORE YOU DIG
<br /> IE=107.9 8"PVC(N,S)
<br /> 102 IE=108.9 4" FD(S) _
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<br /> 100 100 OF WA sA,v:
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<br /> TYPE 2 CB #3- TYPE 1 CB #2- �'��Z7 co _ �%` .
<br /> 98 - RIM=110.5 RIM=108.2 98 ',. , -
<br /> IE-103.98 8 W, 4 '
<br /> IE=103.65 12" NE IIE=103.22 12" SW,SE
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<br /> /ONAL E
<br /> 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 9/27/1 9
<br /> DESIGN BV
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<br /> \�` .� */ •'•'� \\'.':��' : / NOTES
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<br /> ' W W W ° / COORDINATE STORMDRAIN INSTALLATION WORK IN N.BROADWAY WITH THE n
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<br /> $' ; II / CITY'S TRAFFIC ENGINEERING DIVISION. TRAFFIC CONTROL PLANS MUST BE Q
<br /> ' y m �" y �" y * y y , // M.U.T.C.D. COMPLIANT AND SHALL BE SUBMITTED FOR REVIEW PRIOR TO
<br /> °yr , 6" SD (PRQFILE NOT SHOWN) II o /
<br /> o , io :'q o J ° / ANY ROAD/LANE CLOUSURES. A SEPARATE TRAFFIC STREET USE PERMIT IS I I
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<br /> REQUIRED FOR ANY ROAD/LANE/SIDEWALK CLOSURES OR
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<br /> M MON IN CASE--_, / n
<br /> ,� 24+41.01 0. 444 Q Q
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<br /> N. 10 _ 0 10 20Ispj RB PROJECT NO.: O W
<br /> , SCALE IN FEET
<br /> 17- 0036
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