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18824 81ST AVE W.PDF11 lill 111111 7362 18824 81 ST AVE W NOTICE: No warranty of accuracy. The information on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of �Edmonds does not warrant the accuracy of anything set forth on these map(�-). Any person or entity -req uesting a copy should conduct an independent inquiry regarding the information shown on tFe -map(s), including, but not limited to, th . e location of any sewer stub shown. Such sewer stubs may or may, not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its emp-'I-o-yee-s o-r officle-rs -sh-a-111 be lialuate for the information given on this map(s), nor for any one representation provided based upon said map(s). uj; U.. tu- uj ZONE - is- /2. SETRA(3K� HEIGHT I �el I f 0 M .1 S DEC 13 1983 0 CATCH BASIN: &M 10 IS30(ok USUAL) TRENCH L.KNGrH lot ......................... . .......... .,jr' -n cwt- U W IF -"' 4 F ff ILI: P I PC TEE w/ 4'LONG LEGS LCVWL T1kWNCN CAP SYSTEM CROSS—SECTION M I kAff 1 140 �-J =L 1—r To i5r�. L_/-'�/IED T;kssC" COVER 3/4"— 0/2" WASWED GRAVEI 4"OIAM FE;ZF P L 21-60 TRENCH CROSS—SECTION 9.1 DEC 15 1983 STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE I OF 2 for location plan by phone dat DESIGN DATA Trench Perc LF per Imperm Trench Number Rate 1000 sq.ft. Area Req. NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Preventive maintenance consists of preventing soil and other materials from entering trench during construction as well as after construction. Catch basins should be cleaned of floating material and sediment at regular intervals (at least twice per year). CITY OF EDMONDS CITY OF EDMONDS 2"'NEW ADDITION RETIREMENT STREET FILE ASSET INFORMATION SHEET ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION DEP��O,/ Al 4,) 7 **PURCHASE ORDER NO. - PURCHASE ORDER DATE COST *PROJECT NUMBER " ;j:;s o PROJECT COMPLETION DATE �!� COST 16,,5�a B.A.R.S. ACCOUNT NO. -0 6) o - a 14 - fzAs7n eD elz ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY RrDEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT - � 0 G.L. ENTRY REFERENCE DATE z�� VERIFIED BY PROCESSED BATCH NO. INITIAL (tnp DEPARTMENT FILE OF EDMONDS PUBLIC WORKS.DEPARTMENT FOR INSPECTION CALL. Permit Hod" - WHO 77;51'-,'Z��;5 Ext. 1:�2,0 SIDE SEWER PERMIT "7171 Issue Date -9 J ! -4, 9AM) PERMIT MUST BE POSTED ON JOB SITE 1. Address oFConstruction AWAW WOOD LINE 2. Property Legal Description (include all, earsementis 3. Single -Family Residence Multi -Family No. of Units Commercial 4. Owner and/or Builder 5. Contractor & License No. 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required Call Dial Dig (A/4/Y-!5A/4/W) before excavation) . 1-800-424-5555 E-4 7. Cross.other private property: Yes No V Easement required - attach legal description and county easement number. READ THE FOLTOWT,,NG AND SIGN: a4 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 reponsibility for each installation for one year. �4 c. Commercial establishment requires a minimum of a six inch (6") 04 :4 side sewer line. 0 d. Side sewers may not be installed closer than thirty inches (30") U to any structure. W 0 e. Side sewer lines must be laid at a minimum grade. of 2% (1.15 and maximum grad�r�of 100% (45'). 0 0 f. No turn 1.,n side sSwer 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 r1ght-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. - Side sewermust be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATE: I certify that I have read and shall comply With the above -PERMIT FEE: _3e).D n DISAPPROVED BY: Date: G, By�jll ni. Date: CONNECTION FEE: 1:4 :=) APPROVED By-7 0 PEPMIT MUST BE POSTED ON JOB S TE Side Sewer Drawing The City of Edmonds EASEMENT NO . ...... -- ---------------------------------- - NEW CONSTRUCTION Cg REPAIRS LID NO - ------------------ ASMT. NO . .................. SIMIE OWNER --S-V-E-N ....... k-F-LLERF--N ................................. CONTRACTOR ---- EVERGMEM .... BJUlJMZJ-NC0 ---------- PERMIT NO. 71(X4D-. JOB ADDRESS .... I-S!B-%4 ........ 8A-'67r--.Al-VE---W. ............... LEGAL DESCRIPTION: LOT NO - ----- 3 ---------------------------- BLOCK NO. .............. ------------- ------------------------------------------------------------------------------------------------- ------------------------ [--Lymwo O.D. � J-1 RE. NAMEOF ADDITION[ -------------------------------------------------------------------------------------------------------------------- 1982-4 S i sr,A,�w- 7 1 %.!i*cw. 4-C.O.WbE J J 4"C-O-VIX C.O.CAP I-S'DP 8 1 's- r Av E. W. PROP coptwn IRON PIN Approved: PWW-0001-1 1/75 (REVA 1/78) DATE -2-7.ro--.84 ----------------- � By .4 ............ 0 0 0 I! I DATE: 14EMO TO: Building Division Communitv Development Department FROM: Engineerin,(, Department /7g/ SUBJECT: After review of the subject Building Permit application, we have the following comments: Connection to City water system require(] 2. Connect -ion to Citv sanitary seK��sstem required. 3... Right-of-way Permit required for any work on City property. 4. Driveway slope not to exceed 1411 o. 5. Backwater valve required if is below elevation Of UDStream manhole. 6. Water and sewer lines to be separated by 10 foot minimum. 7. Builder/Owner.responsible for containing all temporary run- off and erosion on site and niav 'lot impact neiqhboring properties in any way. I CATCH BASIN: M)3 a IS30 (0 k WOUAL) -n C.W+ U W W 4PERT TRgNCW L&rNGrH t cov" ............................. . .......... . LMvjrL TRF.NCW P%PG7 C,kP TEE W/ 4'LONG LEGS SYSTEM %CROSS—SECTION M I RAff 1 QUI\/ff_LFK-4-_r C>P— ff b E E7; ID ,T p�F tCVA COVER 3A WASWED GRAVEL 4 DIAM PFRF PIP! ?I- a L - - 0 TRENCH CROSS—SECTION DEC 1 9 MR3 STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE I OF 2 for location - plan by phone date 6- DESIGN Trench Perc Number Rate DATA LF per Imperm Trench 1000 sq.ft. Area Req. NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s), Preventive maintenance consists of preventing soil and other materials from entering trench during construction as well as after construction. Catch basins should be cleaned of floating material and sediment at regular intervals (at least twice per year). "Z CITY OF EDMONDS 4 r c'I !T L) ILE STREET F_ ENGINEERING PUBLIC WORKS PROJECT REVIEW CITY OF EDMONDS C,V,c CENTER - EDMONDS. WASHINGTON W20 CHECK L I S T SINGLE FAMILY HULTIPLE COME RC I AL i ""!PROJECT NAME k ADDRES S ku ui T x uj 3: llu I cc z ACCESS SLOPE AND VEHICLE ACCESS DRAINAGE PLAN -STREET FILE LEGAL DESCRIPTION VERIFICATION QUIT CLAIM/DEDICATIONS EASEMENT - PUBLIC/PRIVATE CALCULATE SEWER CONNECTION IF NO LID 0 STREET PAYING REQUIRED CURB AND GUTTER REQUIRED /V/SIDEWALK REQUIRED CURB CUT FOR DRIVEWAY,REQUIRED RIGHT-OF-WAY CONSTRUCTION PERMIT REQUI RED BOND REQUIRED FOR PUBLIC IMPROVEMENTS STREET NAME SIGN REQUIRED OTHER SIGNING REQUIRED EXISTINC WATER MAIN SIZE WATER MAIN REQUIRED SERVICE LINE REQUIRED V-4 HYDRANT SIZE EXISTING HYDRANT RE9UIRED PER FIRE CODE CROSS CONNECTION INSPECTION - LL WATER flFTER CHARGE REQUIPED REVIEW BY SANITARY SEWER D"WING NUMBER SIDE SEWER AVAILABILITY 0 CONTACT NAME & TELEPHONE NUMBER 77411; Z/Z) /:v a—o (ADDITIONAL COMMENTS ON BACK) SIZE fl_�,� 1�', 1­1 M DATE 6 'tl (ADDITIONAL COMMENTS ON BACK) FILE NUMBER SANITARY SEWER CONNECTION FEE REQUIRED OPEN DITCH EXISTIfiri vQ5_ REQUIRED CULVERT REQUIRED Anz- SIZE CATCH BASIN REQUIRED INDICATED ON SITE PLAN SHOULDER DRAINAGE NPINTAIN COLLECTIOH ON SWALE OPEN RUNOFF MANHOLE REQUIRED 'e- I 'el `7 INDICATED ON SITE PLAN SOIL CONDITIONS WATER IELD CHECKED REVIEW BY DATE (ADDITIONAL COMMENTS ON BACK) USE P E F?WWYW CITY OF EDMON-DS ZONE ,BUILDING PERMIT APPLICATION JOB .).,;�NUMBE N I A�ME IOR NAME OF BUSINESS) ADDRESS 3 S, ), � , d: 1" ­3 ,* A v-e. M J";: LEGAL DESCRIPTION SUBDIVISION W MAILING ADDRESS 0. i, k . . .-, Z 0 --- 4 GITT. I PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TELEPHONE 14UMBER EXISTING z NAME: PROPOSED 4 DEFICIENCY OF RIGHT W W U OF WAY W ADDRESS CHECKED BY t SEE ENGINEERING MEMO DATED z I U W M CITY TELEPHONE NUMBER REMARKS 7 NAME 'A 0 ADDRESS I- U CITY z 0 �T­ -CENSE NUM13ER Legal METER SIZE rUILDING SUPPLY SIZE r IXTURE UNITS_ REMARKS THONE NUMBER LICENSE NUMBE SIGN AREA ENV. REVIEW ADB NO. I ALLOWED I PROPOSED 1COMPLETEl EXEMPT ription of Property (Show Below or Attach Four Copies) LIN VARIANCE OR CU PLANNING REVIEW B DAT Z 0 t, %� IL YARDS LOT COVERA E U FRONT SIDE REAR Ul REMARKS W. 0 W NEW RESIDENTIAL PLUMBING 11:1 CHECKED 13Y TYPE OF CONSTRUCTION CODE HEIGHT NON-RESIDENTIAL MECHANICAL 0 ADD DEMOLISH SPECIAL INSPECTOR -To OCCUPA LNO SIGN 1:1 RALTER EXCAVATE FENCE F] OR FILL f X_FT) JAREA REQUIRED C) YES 0 C INC Y �O GROUP OCCUPANT LOAD ElREPAIR PRE-MOVECINS SWIM R REMARKS COMPLIAN E INSP� FOOL Z NUMBER OF STORIES NUMBER OF DWELLING UNITS NATURE OF WORK TO BE DONE IATTACH PLOT PLAN) Ir n j< .2 LU 1- �7 LU rW'1-J 7 V-1 I'U A-, PLAN CHECK FEE VALUATION FEE /9 BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, FENCE marquees, etc.) will require separate permission. Permit Application: 180 Days SIGN Permit Limit: 1 Year - Provided IN I. 1 0 or s tart "ithm 120 Days RETAINING WALL In vi "Applicant, on behalf of his or her spouse, heirs, assigns and W successors in interest, agrees to indemnify, defend and hold harmless -I SWIMMING POOL 2 the City of Edmonds, Washington, its officials, employees, and M q agents from any and all claims for damages of whatever nature, 3: arising directly or indirectly from the issuance of this permit. Issu- 0 ance of this permit shall not be deemed to modify, waive or reduce TOTAL AMOUNT DUE .J 0 any requirement of' any city ordinance nor limit in any way the City's ability to enforce any ordinance provision." ATTENTION I hereby acknowledge that I have read this application; that the in- formation given is correct; and that I am the owner, or the duly author- THIS PERMIT ized agent of the owner. I agree to comply with city and state laws regu- AUTHORIZES lating construction; and in doing the work authorized thereby, no person ONLY THE will be employed in violation of the Labor Code of the State of Washington WORK NOTED relating to Workmen's Compensation Insurance. SIGNATURE (0 NER OR AGENT) DATE SIGNED INSPECTION DEPARTMENT CITY OF THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX SHOULD *BE CODED 31.04. ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE ' )NTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR CERTI FtCATE OF OCCUPANCY HAS BEEN GRANTED. LIBC 304.4 .2-78 APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in spap'e pro- vided. DIRECTOR'S SIGNATURE ! ,"L I - — EDMONDS DATE 775-2525 I W "I z z M -FILEF STR ElF, 7L 1-7 TE 1-H I -T 1 F 1 /170, Mal N7-1 I J 17/ Jim 171 C64 tEl T -14 LH I I F1