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O <br />R.p.W <br />SEAWAY LEVARD <br />_ — SS <br />— � SS <br />00 — �5�— <br />Z 1 \11 <br />J <br />U 1 Q RAW <br />�1 <br />STA: 8+58 <br />DIG (1) 5' x 5' BOREPIT SW SW <br />— g+00 <br />\' INSTALL 13 LF OF <br />1 - 2" HDPE CONDUIT <br />' (BORE) <br />0 <br />EX STORM <br />MAINTAIN 24" MIN <br />CLEARANCE <br />POTHOLE AND RESTORE <br />TO STANDARDS <br />3 <br />104] <br />c� <br />S� <br />3 <br />SW- <br />10+00 _ <br />INSTALL 189 LF OF <br />1 - 2" HDPE CONDUIT <br />(BORE) <br />E <br />STA:10+47 <br />DIG (1) 5' x 5' BOREPIT <br />INSTALL 13 LF OF <br />1 - 2" HDPE CONDUIT <br />(BORE) <br />O. W. <br />TO <br />r <br />tt301_ • <br />ED/ / I� <br />NORTH <br />&� <br />�P•6 <br />LEGEND: <br />BORE/MISSILE BORE <br />— — <br />— OPEN TRENCH <br />SIDEWALK <br />E.O.P <br />EDGE OF PAVEMENT <br />B.O.0 <br />BACK OF CURB <br />R.O.W. <br />RIGHT OF WAY <br />C.L.--- <br />STREET CENTERLINE <br />• <br />POTHOLE LOCATION <br />0' 10' 20' 40' <br />verizon <br />PROJECT: <br />(CITY OF EVERETT 1 <br />�2215 MERRILL CREEK PKVW <br />EVERETT. WA <br />s <br />oZ <br />O_ <br />o <br />U <br />O <br />W <br />a <br />O <br />Q <br />i <br />O <br />F <br />xa <br />H <br />z <br />� <br />z <br />v z <br />o <br />o <br />'^ <br />� <br />o <br />u <br />v+ <br />Q <br />W <br />o <br />C N <br />C <br />J <br />O <br />Z <br />Z <br />0_ <br />w <br />Y <br />o <br />� <br />U <br />LL <br />w <br />yV <br />ED <br />W <br />ED <br />O <br />V <br />Q <br />I FORESITE I <br />groupfin TO <br />ENGINEER: AB <br />DRAWN BY: NL <br />REVISIONS <br />DATE I DESCRIPTION I NITIAL <br />SCALE <br />HORIZONTAL: 1"= 20' <br />VERTICAL: IPA <br />SHEET: G05 <br />