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SMH1 (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 /> — UG 0 M FENCE <br /> R/VJ — <br /> HEDGE <br /> —_ G = <br /> 0 <br /> REVIEWED <br /> o <br /> PUBLIC WORKS DEPARTMENT <br /> o Z <br /> 3 BY: TJorgenson <br /> 00 <br /> DATE: 10126/2023 <br /> EVE ETT GISF <br /> O CITY OF EVERETT REVIEWED FOR PERMIT <br /> i <br /> z <br /> 00 <br /> 0 o <br /> Oo z <br /> O 1 E. <br /> Pothole 4A: -- <br /> Two Underground `� <br /> Communication Lines and <br /> Underground Power Line /�0 N C) <br /> Pothole 2A: ` <br /> Approx Location: Two Underground I t'1 1❑O E <br /> Back of sidewalk Communication Lines and it 1 I O p \ 00 O <br /> 10'from existing downstream Underground Power Line "1 <br /> O71 <br /> catch basin (` <br /> Within 3 feet of each other Approx Location: O I n J _ Pothole 1A <br /> ---0---0— 3 Back of sidewalk O Underground Comm <br /> 'from existing upstream F, \ N IV g <br /> intake pipe 32'from Stop Sign t <br /> p p Within 1 foot of each other r \ IV C� IV Approx Location: <br /> aI �o \ N W T from radius curb <br /> o ° <br /> \ 0 8'from 3rd Ave flowline Cf <br /> w WO FENCE --� 00 <br /> Pothole 5A <br /> O <br /> - �- <br /> ? Underground Fiber Optic 509 q i F II I Goco 0 <br /> o Line 505- —— / I �o3g O <br /> > 3 <br /> 507 ' o g <br /> Approx Location: ' i 0 <br /> 0 1.5'from back of curb <br /> m °o °o i �,w_, \\ to <br /> 2'from downstream <br /> o existing catch basin O <br /> El <br /> 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 ccOMM UG O U <br /> O UG COMM MM UG FO <br /> / M I GCO UGUG PW — UGr GP <br /> p pj I --' = —IE of SD=504.81 UG F— — --- —IE of SD=505.11 8_U FO --- --` -= y 'UG <br /> LNJ UG FO I UG FO I d ' UG FO U MG CO A?' � OMM r ��I/ MM <br /> _ ., �H I G 1 _ CONCRETE SIDEWALK I N <br /> O , I <br /> --- -- -- --- --- 1 <br /> In 8"DI W .p 8 l \\ aO l------ -- -- -- -- 8„I w _-- __— _—_ _— _— —_— _-- _—_ __— __ _— ___ ------- __— I 24"SD _; 24"SO <br /> 8'DI W --- _— —_— _� 1 <br /> Z 8"DI W <br /> \ \ 8"DI W 8"DI W 8"DI W <br /> 8'DIW <br /> 8"DI W vv w ...DI W V,W <br /> IE of SS=488.602 ff T <br /> VENUE H <br /> TOP CASE 509.5 WV <br /> —24"SS — 24'NS t —24"SS — —24"SS TOP NUT 506.2 TOP CASE 509.6 <br /> \ POthOe 3A: TOP OF PIPE 505.43(ESTIMATED TOP NUT 506.8 —24" — —24"SS — —24"SS <br /> \ EST TOP OF PIPE=505.55(ESTIMATED f 24"SS — —24"SS — _ <br /> O ; BELOW EXISTING PIPE PROPOSED PIPE 1.5 FEET Under round Fiber FROM MCWANE,INC.PIPE ECONOMY) FROM MCWANE,INC.PIPE ECONOMY) —24"55 —24"SS — —24"55 — <br /> \ <br /> w wJ �\ ` Optic Line <br /> N RIM(505.60) <br /> Z IE N 488.5(24'CONC) \ J pprOX OCa IOn: <br /> O IE W 489.5(8"GONG) \ l` SMH1384S23 48" <br /> Z IE W 497.4(8"PVC) G 1 G G Back Of curb RIM 509.91 ( ) <br /> IE S 488.3(24'CONC) \ '� 53'from downstream IE N 488.8(24"CONC) G _ <br /> G <br /> O \ \ existing catch basin IE W 501.4(8"PVC) G G G G <br /> 0] \\ IE S488.7(24"CONIC) G G G G <br /> O \ <br /> 24"SD —— — —— ——24"SD —— ——24"SDI—— — 24"SD <br /> Pothole 6A:30-inch -- - za' D <br /> Water Main - -- --z4"sD -- _ <br /> ——24"SD —— — "24 SD ——r ——24"SD 24"SD <br /> Approx Location: <br /> CONCRETE SIDEWALK <br /> w 25'from existing eo cu <br /> upstream catch basin UG FO UG FO <br /> 12'from R/W <br /> R <br /> existing — R V —I _ uG Fo <br /> UG FO <br /> z downstream catch basin g O — R/W — uG Fo <br /> R/W <br /> R R/W R/W <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 ###ya{ <br /> a�Z <br /> / G, <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 /> w~Ow E�em,wa saml CHECKED BY WWW,osbOmCOnSUItIng.Com <br /> #### UTILITY POTHOLE PLAN <br /> October 11.2023 <br />