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22214 98TH AVE W.PDF9688 22214 98TH AVE W CITY OF EDMONDS FOR INSPEC PUBLIC WORKS DEPARTMENT I -a XMI t N? __6687- SiDE'SEWER PERMIT 775-2525 EMILVJML�QT FIE Date r-AWAWAWAWAWAWA1qVA=,A PERMIT MUST BE POSTED ON JOB S I-TE - V` *MrAWAVAW 1. Address Construction77 244, W j MAY 2 6 1981 2. Property Legal Description (include all. easements) Die. Of Pohlic Wa. ks T_ ^ %_j �.- 1, , 0. -,,- �5, 0 pLsj�j �IAOOI-D_0& 3. Single Family Residence Multi -Family No. of Units Commercial WX _713-9310f 4. owner and/or Builder L cosd!�I:hrn 3S--5-1q17(P L-4 �C, 5. Contractor & License No. L)-N W uj s C-3 15-N R 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). E-4 7. Cross other private property: Yes No Easement required U attach legal description and county easement number. H 4 READ THE FOLLOWING AND SIGN: 04 a. Property owners must obtain a permit to install side sewers on >4 their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full repoCAUAStUMSeach E-4 installation for one year. N C. Commercial establishment requires a minimuIE-OFOrU sMAG (6") side sewer line. 1-1 -6478 d. Side sewers may not be installed closer than M-562: 0 irty inches (30") U to any structure. W 0 M e. Side sewer lines must be laid at a minimum grade of 2% (1.15 0 and maximum grade of 100% (450). 0 E-4 f. No turn in side s8wer greater than 45 (1/81bend) is 0 allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 1001 along sewer 'line run. j. Trenches within City right-of-way must berestored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATE: �j I certify*that'I have read and shall comply with the above PERMIT FEE: oe_-5_-,00 NNECTION FEE: AII?C?.,LJn run A Ae -d * c2 S, o o PERMIT MUST BE DISAPPROVED BY: Date: By: Date: APPROVED By: Date: ON JOB SITE OF EDMONDS FOR INSPECTION CALL 01 PUBLIC WORKS DEPARTMENT Permit 775-2525 Ext. 220 Issue Date. SiDE"'SEWER PERMIT * PERMIT MUST BE POSTED ON JOB SITE �Tw'mw - WIMWIMWIMW�Mw���DAVILL f FILE 1. Address, of Construction ;D 2. Property*Legal Description (include all easements) IF- ^, I � i -�. P / .4 � N 1 k 00 _;� 4:)_0 a4, 3. Single Family Residence Y Multi -Family No. of Units Commercial WA 4. Owner and/or Builder '3,z, 1 - 1(4 1� (9 5. Contractor & License No. LYt\)m 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). 7. Cross other private property: Yes No Easement required - attach legal description and county easement number. READ THE FOLLOWING AND SIGN: a4 a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public' right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. Commercial establishment requires a minimugill 4M P4 (6 side sewer line. E f� y DIG 0 d. Side sewers may not be installed closer thB Yo 4 js (30") to any structure. 0 e. Side sewer lines must be laid at a minimum grade, of 2% (1.15 0 and maximum grade of 100% (450). 0 f. No turn in side s8wer greater than 45 (1/8�bend) is 0 allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 1001 along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. C�I_A.A DATE: kj 1-certify'that'I have read and shall comply With the above PERMIT FEE: -D BY: DISAPPROVE Date,: By bate: CONNECTION FEE: JOPROVED By Date:__.5�-�� PERMIT MUST BE POSTED ON J6 B'SITE DATE: May 21, 1981 MEMO TO: John B. Mitchell, Supt. Water/Sewer Division FROM: James E. Adams, P.E. City Engineer SUBJECT: SEWER CONNECTION CHARGES 22214 98th Avehue W. (Street Address) Jim Mudra (Legal Owner) Single Family Residence x Subdivision PRD Multiple Commercial LEGAL DESCRIPTION: ATTACHED Z.F.F. Calculation: 90.8 Z.F.F. x ( 5.50 $ 499.40 Lateral x( $ I Units(s)x( $25.00) $ 25.00 $ 25.00 $ 549.40 Plat Connection Fee Lateral Charge Equivalent Count (when applicable) Trunk Charge Permit TOTAL jak c c Owner These calculations are based on con2 g �to e ear the common corners of Lots 10, 11',' and 22 of Twin View Estates and on legal description submitted by owner. TUWAY MESSAGE MAY 13 1981. TO kl� I" I i dp'&�firj -WWA M- I SUBJECT: FROM Dir. Of Public Works --4' DATE m E S S A G E [SIGIN ED R E p L y DATE: SIGNED CASCADES Ll-C2375 PRINTED IN U.S.A. The City of Edmonds Side Sewer Drawing . EASEMENT NO . ............................................ 'Es Iq -1 NEW CONSTRUCTION 0 REPAIRS Nr""� LID NO. ....... ASMT. NO . ............ ...... OWNER ------ d r7 ............. I ......................................... CONTRACTOR ------ PERMIT NO. JOB ADDRESS .. .... 98 LEGAL DESCRIPTION: LOT NO . ....................................... BLOCK NO . ....................... ............ .......... ............................... ................ .................................................................................................................................................................. Ovi 10\ e- p" e + PWW-ON1 - 11/75 (R EV. 11/78) NAME OF ADDITION ......................................................................................... ', 11,pK" (,� 9 & x PIP x Approved: DATE .... :5�� .......... -5�0 / ,& A4, p- STREET FILE DATE: May 21, 1981 MEMO TO: John B..Mitchell, Supt.-. Water/Sewer Division FROM: James E. Adams, P.E. City Engineer SUBJECT: SEWER CONNECTION CHARGES 22214 98th Avenue W. (btreet Address) Jim Mudra (Legal Owner) Single Family Residence X Subdivision Plat PRD Multiple Commercial LEGAL DESCRIPTION: ATTACHED Z.F.F. Calculation: 90.8 Z.F.F. x ( 5.50 $ 499.40 Connection Fee Lateral x( $ Lateral Charge j $ Equivalent Count (when applicable) 1- Units(s)x( $25.00) $ 25.00 Trunk Charge $ 25.00 Permit $ 549.40 TOTAL jak c c Owner These calculations are based on con g to existing sewer near the common corners of Lots 10, ll- and 22 of Twin View Estates and on legal description submitteA by owner. WA-"001 ii—m;;iii; 11 11INN" Nw- J13- T33Rre Al -9 10 C7 'oo, I J ! C7 DD OD N D pit ri JK Lo L'i 7C �47 71 TT,,T 1-ir H T 7J-44 TT.. T . , 7"T T-r -4l N4- Ji itf t7t' -:4 T T �j it T:'7 J!, ITT"T-T- 'T'7' 7;T TT! T71; W, FT A 77 .7 'Tj Tit 71 T 71' 7 T -T, T-1 it !it ,.Tt Fri T-1 4H14 w! I IT T"I" iTT.., -ir' I jr, PIT t; -T 17- hfif p;. S.E. 1/4* -SEC. 259 T27N., R.3E.WM. 200 or 4 56c, C 4L. %J I I /0 16 17 03 0 Z_ 1 03 00 Ll 0 2 2 9 2 0 Z_ 0 94L 2 3 15 L "1�8 _j j r.i 01 14 01 19 G z B 28 5 -7 -ou 9 4 (r) 27 6 4 4 -GOl 5 0) 12 20 LQ 9 L C) 5 6 (P) 2 6� Ul 26 7 7 6 Q 25 8 6 4 6 7 lz 1 8 9 /0 <1 4 :t .1-008 Lki LQ P4 4 5 5 24 9 7 5 -5, 1A 03 0 ?_ a — 3: 23 6 12 13 04 03 08 1 0 7 04 22 9 2 14 - 01 09 6 8 3� FO UR TNER �1_ — 2 5 0 05 21 12 /0 3 — /0 15 9 20 13 V/ 5TA 01 c)?_ 121 04 4 9 16 RO T 19 4 9 14 12 0 1- 4 03 2 5 18 15 13 8 17 03 W '�95 04 6 (5� � 0 Z. 14 0 ? 16 01 A 01 18 ...... A MAKE RMITTANCES PAYABLE TO: RJEAL ESTATE 19 79 TAX STATEMENT AM -MIST HALF DUE TO AVOID FULL TAX PLUS OCT. 31-2ND HALF DUE TO AVOID INTEREST -COPY -ONLY iiisNoNOAUSH C UNTY TREASURER RETURN "ORRGRNAL !i�--XIRKE' IEVERS TAX UNDER $10.00 To BE PAID IN FUU. 'SE -MO O_BOX'S6l ERETT WA CNNmlwj=,Ilj-j3jm MA MARKET YALUE CODE RATE LAND T A X SPECIAL Z' N R BUILDINGS TOTAL PROCESS GE YOUR TAX DOLLARS GO TO THE FOLLOWING: e�? SCHOOLS, STATE COUNTY CITY OR ROAD/UB. SCHOOL DISTRICT PORT IST ICT 1979 - FULQ;Tx OTHER Fi DISTRICT SPITAL WAT R HO I -- ­_- ­_ . , _ -i-LAK SEWER FOREST FIRE DIKE, -.,NO. C�kS.S Ey.)�E D IN NO. NAME AND ADDRESS FULL'I llc�l_il LEGAL.DESCRIPTI N s 1; n, t CHECK BOX, i TO I ST HALF :fl �Itjl)ICATE""FULLJ, -,IST,HALF, R 0 '!�ZkALFAPAYMENj,.l 1,,-- 77- E i TND _HALF c0t ipMi 0�*AkWff�_ -.OMIT, YEAR' YEAR TAkAMOUNT',�', '*INTEREST' c c PRINT CHANPE,OKTAXPAYER. R"CF4ANGE�Or"AeORESS"------- oliv, lou'% Flf-c NAME is EMLIF44k' ADDRESS - 7111' CHECK Lwamu CITY ZIP ow -STATE CODE- A&O. ,I , : I I �i I '!, I hily CASH APPLICATION for The City of Edmondt',:' SrDE SEWER PERMIT EASEMENT No . .......................................... NEW CONSTRUCTION 0 REPAIRS 0 400-04800 omrNm........... JiM.J.....Mudra ------------------------------------------------------------------ CONTRACTOR -------------------------------------------------------------------------------------------------- PERMIT No . ...................... ADDRESS ....... gZ2.1.4 --- 98t.h ... A.ve.n.ue ... W ................................................ LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ ....... .. .. .... .. ..... - - 11 0 NAMEOF ADDITION - ....................................................................................................................................... Dye Tested On Sewer 1972 Approved: DATE............................................. — By ...................................................................... 0 NOTICE: -n r ty ... o T -a u -i NO formation shown on the attached The in Hed for use by the OtY 01 map(s) wa-s coM ' P* Edmonds/ its Empl.oyees and Consultants. Th,e City of does * not . warrant the set forth on these accuracy of anything M a P ('s'-). A n . y person or entity -requesting a copy should c:onduct an independent rrn'ation shown, c inquiry regarding the infd -m a p (s), including, but not Jimited to, n of any sew-er stub shown. SU( the lociatio sewer stubs may or may- not e.xist and ma�, or may not exist at the location shown Neitheir the city of EdmbndAS nor its emp'-o-yee-s o-r office-rs -sha-H be llab-4-e for th inforrnation given on this map(5)) nor for Ided based any one reorese-ntation prov upon'said map(S).