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sMN1 (48') <br /> RIM 5 .76 <br /> IE E 5 .6(8"PVC) <br /> IE W�SB4S24 <br /> .8(8"PVC) <br /> I <br /> 3' WOOD LEGEND <br /> R/W R/W <br /> HEDGE <br /> G =I — <br /> 0 <br /> o I F— <br /> 2 <br /> 3j <br /> FROM CITY OF <br /> EVERETT GIs <br /> O <br /> O O61 <br /> / O <br /> Z I , <br /> Pothole 4A: O I -- <br /> Two Underground `0 <br /> Communication Lines and <br /> Underground Power Line <br /> Pothole 2A: <br /> Approx Location: Two Underground <br /> Back of sidewalk Communication Lines and y I O p \ 00 O <br /> 10'from existing downstream Underground Power Line "1 ° <br /> catch basin (` <br /> O <br /> Within 3 feet of each other Approx Location: O I n J _ Pothole 1A <br /> ---0---o— Back of sidewalk O Underground Comm <br /> 3'from existing upstream \ N N g <br /> intake pipe 32'from Stop Sign <br /> p p Within 1 foot of each other r \ N C� LWO <br /> Approx Location: <br /> aI �o \ N Tfrom radius curb <br /> O8'from 3rd Ave flowline <br /> w WO FENCE --� O 00 <br /> Pothole 5A <br /> - �- <br /> ? Underground Fiber Optic 509 q i F II I Goco O <br /> o Line 505- <br /> > 3 <br /> 507'� o g <br /> ro Approx Location: O <br /> 0 1.5'from back of curb El <br /> 2'from downstream <br /> R <br /> o existing catch basin O <br /> 0 0 N�' P� <br /> 508=—507 I ° ° UG PWR 6 WOOD FENCE "' — — w ° UG Fo <br /> UG COMM <br /> ti <br /> MM UG PWR 509 � � Gi �G Go <br /> UG // O U <br /> O UG GO MM UG FO <br /> / oI I GCO UGPWI <br /> p pj I --' = -IE of SD=504.81 UG F- - --- -IE of SD=505.11 8_U FO --- --` -= y 'UG GP �UG py <br /> LNJ UG FO M <br /> UG FO I d ' UG FO U G CO OMM r ��I/ MM <br /> 52 <br /> 7i _ ., �H I D 1 CONCRETE SIDEWALK I N <br /> O , I <br /> --- -- -- --- --- 1 <br /> In 8"DI W .p 8 l \\ aO l------ -- -- -- -- 8„I w _—2q"SD <br /> - `- - <br /> U ' 1 \ 8'DI W <br /> Z 8"DI W <br /> \ \ 8"DI W 8"DI W 8"DI W <br /> 8'DIW <br /> 8"Dl w 8"DI W 8"DI W 8"DI W <br /> IE of SS=488.602 ff T <br /> E1�U�' H <br /> ' "`l 1—"' TOP CUBE06.2 TO <br /> � —24"55 — 24'1S\S t —24"SS — —24"SS TOP NUT 506.2 TOP CASE 509.6 <br /> 1 \ Pothole 3A: TOP OF PIPE 505.43(ESTIMATED TOP NUT 506.8 —24'S — —24"SS — —24"SS <br /> \ EST TOP OF PIPE 505.55(ESTIMATED 24"SS — —24"SS — _ <br /> O ; PROPOSED PIPE 55 FEET Under round Fiber FROM MCWANE,INC.PIPE ECONOMY) FROM MCWANE,INC.PIPE ECONOMY) —24"55 —24"SS — —24"55 — <br /> \ BELOW EXISTING PIPE g <br /> Optic Line <br /> N fiEN <br /> 5.60) <br /> Z 8.5(24"CONC) J pprox 0Ca IonO 9.5(B"GONG) \ l` SMH1384523 48"7.4(8"PVC) G G GBack Of Curb ( )8.3(24'CONC) 53'from downstream IE N 468.8(24"CONC) G _ <br /> O \ \ existing catch basin IE W 501.4(8"PVC) G G G G G <br /> 0] \\ IE S488.7(24"GONG) G G G G <br /> O \ <br /> 24"SD —— — —— ——24"SD <br /> Pothole 6A:30-inch -- - za' D <br /> Water Main - -- --z4"sD -- _ <br /> ——24"SD —— —24"SD ——r ——24"SD —— ——24"SD —— — 24"5D <br /> Approx Location: <br /> CONCRETE SIDEWALK <br /> w 25'from existing eo Q <br /> upstream catch basin UG FO UG FO UG FO <br /> 12'from existing — R/W —I R/W _ uG Fo <br /> z downstream catch basin g O — R/W — �IIG <br /> R R/W <br /> R R/W R/W <br /> ---- �- O� o Ca o o a ti ti <br /> o I O G N N <br /> z <br /> 8' WOOD FENCE ° ti <br /> M tim <br /> / 0 <br /> o <br /> � -- --24"SO -- <br /> z N i SCALE:1"=10' OD C7 O <br /> 0�w O <br /> O 0 10 20 30 <br /> 3N� <br /> M <br /> O O O �ay�ay�ayya{ <br /> U 1T1T1TiT <br /> a�z <br /> �j L DESIGNED BY <br /> ` EVERETT DRAWN BY . Osborn Consulting, Inc.PUBLIC WORKS 3 WORK ORDERFUP3I77I5Y <br /> z #### Bellevue I Seattle I Spokane <br /> CNECKED BY www.osbomconsulting.com <br /> #### UTILITY POTHOLE PLAN <br /> October 11.2023 <br />