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Jurich-20002 Maplewood-Utility Plan.pdfGOOD WORKING CONDITION. CONTACT PUBLIC WORKS Ai a- L'iNUMUN CB43 0 TYPE 1 CB TOP 355.6± (FIELD ADJUST) INV. 352.25-12"NW,W,E INV. 3522.50-6"E INV, 353.50-6"S J FF CQ7 IP FYPE 1 C8 FOP 356.0± (FIELD ADJUST) NV. 352.70-12"E,S CH DRAIN, FIELD ADJUST !STING SURFACE )ETAIL SHT, 2. '=355.5 INV=354.0 '=355.6 INV 353.6 NE'N 10' PRIVATE - DRAINAGE EASEMENT 7-" L-0 t✓� I� -I Il 0 Lt� -1 LINE a U a s TYPE 1 CB TOP 356.9_i: (FIELD ADJUST) INV. 351.96-12"SW,N \ Ex. Y.D. FOP 355.29 C12S I�x, S� c t34 5 / INV. 354.43 / X INTAKE p• v� 45 -12" CPEP ©1.00 4 80'-61 @7.)0 0 IS NOT ACCEPTABLE TO REUSE, OWNER/CONTRA,,iOR SHALL BE RESPONSIBLE TO REPLACE SEWER LATERAL. SIDE SEWER SERVICE PER CITY STD DETAIL E6,2 TYPICAL. EXISTING SIDE SEWER (PROPERTY LINE TO HOUSE) IS THE OWNER'S RESPONSIBILITY TO TV LINE AND SUBMIT RESULTS TO PUBLIC WORKS TO DETERMINE IF IN GOOD CONDITION FOR REUSE. I #1 SSCO*(0 W/ 12" CI LOCKING #5 SSC04(OIW/ 12" CI LOCKING COVER WITH 1/2" HEX80LTS COVER WITH 1/2" HEXBOLTS TOP=356.2 TOP=363.7 r INV=350.3* INV=357.3 #2 SSCO* r #3 SSCO* #6 SSCO--- _( n7 TOP=356.4 TOP=360.5 TOP=364.2 INVV350`44 ^ INV=352.2* INV=358.0 u 4" Ss PVC m 4 o EX. SAN. SEWER ytiF�� �FR -SS- ------SS SS----SS---SS - --SS -SS---�-,, - �I 1`4 80'25' y7" 1W Is I T -364.0 --f 11 TOE=361.0 I I i sea u wfv 6" CLEANOUT / TOP 362.0 ems• i INV. 358.181-12"W,S o �g 0 INER/CCINTRACTDRIS RESPONSIBLE I \ �o �� �pR EROSION GONTRbL AND DA ft5_._ 1pA � 100, I VAULT ACCESS i 'CONTROL STRUCTURE) I 1 o I TOP 365.0 N( m I I Uj I0 CB 5A VAULT ACCESS p �t TOP 365.0 NOTE: ! N ALL EXPOE-3ED SUFACS PROP'c TY IS SUBJECT TO A 2 /( COVERED v1�1T1'ili��, 0Ay-S SANITfRY SEWER EASEMENT o IC 1jl PER GOCi;;.".EiJT RECORDED I tp� i LU I UNDFIR A.F.N. 209".059 11j L` Ln l I NEW 10' PRIV.gTEJ EX. DRAINAGE SEWER EASEMENT FLOW PATH I N) ROCKERY PER CITY--"/ t � � STD DETAIL £8.9. , 1 TOP=364.0 TOE=361,0 0 _ j�}tJYVhd r [St2 / _ r1 1 I I I I 1N�pYd,(4!R"f10tU C�IUU( I 1 "Tire City of Edmonds du%- not renew, apprOvs, isaue tirmits far, or lnapect rookeries, Dppfo'y of these planD or In13poctlon Find approval of the work included in these plan: does not constitute City spproaal of rockeries. Construction of rockeiies Is prohibited within the City of Ednvnds under certain circumstances and In certain situations per ECDC 18.40,020.' --10' SANITARY SE''WEP, EASEMENT (GRANTED TO EDMONDS SCHOOL DISTRICT NO, 15 PER EASEMENT DOCUMENT RECORDED UNDER A.F.N. 1475723)-011--FSiTE r-- 10' INGRESS, EGRESS c. UTILITY EASEMENT / (A.F.N. 13265653) RELINQUISHED (�y ApN -NEW GAS �) SERVICE_&" -SS--- SS- -SS ,1 S 10-� +�?s--�--SS Ll ffD. �.` tip" 4" SS PVC .. "�+-- 16' 6" PVC 'n; , �° L. z Ll v) I// i REMOVE I I ❑ IW 1-1/4' POLY. Y i EX.Is I ING, I1 WATER SERVICE i RE i0VE \, �. / 1 GARAGE-W- / EX STING r; w \.r I i I F-_ � ".`'g.I> �I CA PORT rl t a - 1 I `. ,.1. MAIN=366 70 t��' ti , i I• -UPPER-3 .85 -t REMOVE BOTTOM NG HOUSE EXIS% ` . �. I C N! I c _XI FOOTING=362.2 #20010 K DECK I�F.F. 36 71 1®l I. X. BOTTOM FO TING S 3.2 j �! ! „�.>>�4 - - GARAGE i 00 �C/ ' I - r366 5 77 \ 0 ! j SSCO #4 ----/ Is TOP=363.0 INV=358.0* -- (°FIELD LOCATE �utit��i� Tot" TYPE 1 CB EXISTING SEWER) Mile Swim . 6Y� TOP 365.0 SPci ,i�1a � INV. 360.62-12"NW VS-rp �^, C--WMENIT-S WATER & SEER INSPECTIONS REQ'D. CALL 425-77.1-0220 EXT1326 62.13' I • EXISTING HOUSE #20018 L 1 I :1B1)KJ 1 CE - II 1 AGCEPTA13LE 11`G'`HTLI1` � MArERIAL SDR 35 SCH 40 N-12 F-S10 HANCOR u IO'R: 30' W N