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STA=14+52.94 CO' o 0 <br /> ELEV=420.68 STA=14+79.14 <br /> ELEV=421.76- _ L, pi FsE <br /> STA=14+26.74 4.12% CU v°i c o <br /> 420 0^ ELEV=417.99 <br /> OW <br /> E <br /> ++ 1027% __ __ _ 420 W $m _ <br /> r V. /] 'ot <br /> 1J/// Z a ��`w� <br /> it <br /> 12.22%. � � � OK 9aiN5 <br /> II / CB T V Z mL O <br /> m PROP TOC i LEST TYPE A CATCHBASIN W m u°1i a o <br /> +o Gr \2.48% i STA 14+80.25 <br /> RIM 421.30 <br /> o IE W 418.78 <br /> 410 a " <br /> . >n \30 410 <br /> r a / <br /> n i <br /> Id <br /> N a P .\3.65%. .i�./.' UST COMBINED.SEWER MANHOLE �w8 osT <br /> e STA 14+78.54 - o <br /> n / \EXST <br /> RIM 422.06 � •.f,"'" i r IE W 410.50400 Tm KSHIRE DR12'STORM DRAIN 4., <br /> :+ a IXST CENTERl1NE GRADE - 400 • <br /> `V n g P' ¢•06% i. <br /> PZ, -i <br /> w B,807• - XST 6'COMBINED SEWER <br /> 390 390 <br /> Ilk <br /> EXS1 TYPE II CATCH BASIN ST COMBINED-SEWER MANHOLE <br /> STA 12+36.22 _ STA 12+77.94 environmental WORKS <br /> ■�� R7 �7�C <br /> RIM 393.42 RIM 397.69 V <br /> 380IE E 390.32 II E 38739 380 Community Design Center <br /> 12+50 13+00 13+50 14+00 14+50 15+00 402 15th Avenue East <br /> Seattle,Washington 98112 <br /> 206.329.8360 <br /> BERKSHIRE DRIVE PROFILE 206.329.5494 fax <br /> SCALE:E: NOR:1'=10',VERT:r=5' <br /> I i 1. '+rvLX �u I Everett <br /> 418.00 Safe Streets <br /> �_ --'- 1 I Supportive <br /> - --418.7 <br /> a <br /> '... °� ��g / Everett, A98203 <br /> Housing <br /> 6107 Berkshire Dr <br /> e W <br /> k12+36.22 • <br /> _.... _� �1 <br /> FF:1994'L / ,la 421.44 <br /> Ilk j <br /> 1 \ � <br /> - - - - - - - <br /> ONC.WALK PER I I t 7 I- Berkshire Drive <br /> URB AND GUTTER COE DWG 306 c9la STA:14+90.25 Right of Way <br /> PER COE DWG 305A STA12+77.94 11 I I DFF:14.63'L <br /> OFF:1.09'R <br /> i I I Improvement Plan <br /> 10+001, 1 II / 13+00I_ II CI) I14+Od I I \ 14+96 <br /> �IXST MON V / I '_� I INTERSECTION OF OF EVERGREEN WAY A EXST MON <br /> AND N OF HIREEVEf DRIVE STA:14+78.54 BERKSHIRE DRIVE <br /> STA 10+00.00 I�.. ! �_ --J OFF:OJ3'L STA 14+95.54 <br /> 2 <br /> N 366346.84 ID <br /> E 1321129.85 BERKSHIRE DRIVE J L J EN 133621326244.64 <br /> EE SHEET 5 <br /> UTILITY PLAN Date <br /> 9 December 2016 <br /> - - - - \ Land Use Permit <br /> Revisions <br /> 5' EASEMENT It 20' ROW <br /> 3.5'- - <br /> 5.5' 16' _ <br /> STREET <br /> PROFILE POINT Drawn by: <br /> MAX 2 SIDEWALK IT <br /> ID 0 10 �1 27,...- 2' SAWCUT AND MATCH EX Checked by(P.M.): <br /> b - SLOPE 2:1 MAX OR PROVIDE i 2* PA <br /> SCALE:1-=10' ROCKERY PER COE Checked by(D.C.): <br /> CONCRETE SIDEWALK PE - <br /> COE DWG 306 PAVEMENT RESTORATION Project No. <br /> CURB AND GUTTER PE PER COE DWG 316 <br /> 16-029A <br /> COE DWG 305A <br /> TYPICAL SECTION - BERKSHIRE DR <br /> Ns C4 " <br />