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1018 4TH AVE S.PDF1018 4TH AVE S EET FILE DATE: MEMO TO: Building Division Planning Department FROM: Engineering Division Public Works Department SUBJECT: After review of the subject Building Permit application, we have the following comments: 1, Connection to City water system required. Z. Connection to City sanitary sewer system reg0 red. 3. Right-of-way permit required for any work on City property. 4. Driveway slope not to exceed lno 5. Backaater valve required if downstairs plumbing is below elevation of 6. upstream manhole, Water and sewer lines to be separated by 10 foot minimum. nn 901 W J W UJ W d 00 _o a, •r N CITY of EDMONDS RECEIVED SIDE SEWER PERMIT For Inspection Call 771-3202 SEP 271985 PERMIT NO. 07389 Address of Construction: I4UBI4-jNRRK4 (3r- r�_� Property Legal Description (Include all easements): (,fit . b TREATMENT. PLANT Owner and/or Builder: Contractor & License No: 1 �, n4 %u ti li �� ,{ �_ f 1 �t,�1c't A cA W 11 Single Family Residence Multi -Family (No. of Units ) Commercial (No. of fixture Units ) Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK 16,� 01K) I certify that I ha e'read and shall comply Date with the items list e on the back. Permit Fee: _ Trunk Charge: Assessment Fee: Partial Inspection: r t• Issued By: �2 Date Issued: q-2 7 `off Receipt No.: !q 36-1 Comments Final Inspection Approved: 16-IS-95 . f Date Initial Rejected: eason ** PERMIT MUST BE POSTED ON JOB SITE ** Date Initial Date Initial White Copy - File Green Copy - Inspector Buff Copy - Applicant f �1�- W Side Sewer Drawing • The City of Edmonds EASEMENT NO. -------------------- ----------------------- NEW CONSTRUCTION REPAIRS ❑ LID NO - ------------------ ASMT. NO - ------------------ OWNER --- PO.F.T.10 ....... RWASS ------- 11,4C., ................... CONTRACTOR M.uP.-c&R-v ----- PERMIT NO. JOB ADDRESS ------ 4 --- A-VE .................. LEGAL DESCRIPTION: LOT NO. --------------------------------------- BLOCK N . ......... : --------- ---------------- EDIMONDS TREAVOEPIT---- P ................................................................................. ....................................... ----------------------- LA NT NAMEOF ADDITION -------------------------------------------------------------------------------------------------------- PROP c4AH- PWW-0001-11/75 (REV.1,1/78) t1ka" PIN t 7'bP CAP Vcp 1018 4" so. *35 Approved- DAT.(-U.A,-,j5. iya.5.---. By..ZW-f :;r- 0 U) We CITY OF EDMONDS ASSET INFORMATION SHEET . E NEW ❑ ADDITION ❑ RETIREMENT S`i".--A'-:ET FILE ASSET NO. `t' 6CO -�k, ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION DEPT. NO. * * PURCHASE ORDER NO. PURCHASE ORDER DATE COST * PROJECT NUMBER —:7 PROJECT COMPLETION DATE a COST B.A.R.S. ACCOUNT NO. ��� ""U G G -CJ I�Z-- --3 : iESTIMATED LIFE 1,19:5— INITIATED BY DATE APPROVED BY **SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY LJ DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE b P INITIAL DATE VERIFIED BY PROCESSED BATCH NO. 1 r- • �l ALE ­ Reid, Middleton & Associates, Inc. Engineers* Surveyors • Planners July 18, 1985 File No. 02-85-085 STORM WATER DETENTION SYSTEM CALCULATIONS FOR JOHN HOF70 2—STORY RESIDENCE THE EAST 135 FT. OF THE NORM 60 FT. BLOCK 2 DIV. 2 SOUTH PARR ADDITION TO EDMONDS The soils on this lot are not conducive to an exclusively recharged type system. Soil logs in representative soil immediately to the south of this lot indicate percolation rates in excess of 25 minutes per inch. A volume of voids type, rock filled trench is the most economical storage system and does, to some extent, recharge the on -site soils to a pre -construction condition without over -charging. The calculations for a simple detention system design on this lot can be found further in these calculations. OFFSITE DRAINM No significant flow comes onto this parcel from the surrounding properties. EXISTING SITE CONDITIONS A�\ Area = 0.186 Ac Grass and brush 8,100 sq. ft. @ 0.2 Existing C = 0.2, Grassed and brushed lot with a few trees. Estimated average overland velocity @ 0.70 feet/sec. based on an average slope of 7.18% aver grass and brushed areas. Tc = 148/(0.70)60 + 10 min. = 13.5 min. Intensity (i) = 1.7 in/hr Snohomish County 10-year storm curve Q existing = ciA = 0.20 (1.7) 0.186 = 0.06 cf s Using the Yrjaninen and Warren method for simple detention system design, the following calculations are to determine the required volume of detention for this development. 121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3434 HOPM DETENTION SYSTEM CALCS . July 18, 1985 File No. 02-85-085 IIffiZRE SITE OWDITIONS Prorating future site conditions: Buildings and paved areas 31500 sq. ft. @ 0.9 Grassed and landscaped areas 41600 sq. ft. @ 0.2 (0.08)0.9 + (0.11)0.2 0.186 = 0.51 C future .. 0.51(0.186) = 0.843 T = -25 + 0.843 = 26.72 min Vs = .3607 (26,72) 26.72 + 25 - 40 (0.843) 26.72 = 1,863.48 - 901.0 = 962.48 cu. ft./ Ac C V total = 962.5 (0.51) 0.186 = 91.3 cu. ft. Required detention Sizing the orifice Q = cdA r2-g-h- Setting h = 2.00 feet Q allowable = 0.06 cfs Solving for A = 0.62 4. = 0.009 sq. ft. = 1 1/4' orifice Sizing the detention system Required volume of detention = 91.3 cu. ft. The detention system will consist of a rock filled trench 40' x 4' x 2' deep, yielding a volume of 320 cu. ft. Assuming a 30% volume of voids, this gives 96.0 cu. ft. of storage volume. This exceeds the required storage volume indicated above. FILE Reid, Middleton & Associates, Inc. RECEIVED Engineers • Surveyors • Planners July 18, 1985 jUL 2 6 1985 File No. 02-85-085 ENGINEERING STORM WATER DETE9TICiN SYSTEM CALCULATIONS FOR JOHN HOFM 2-tiST01;X RESIDENCE THE EAST 135 FT. OF THE NORTH 60 FT. BLOCK 2 DIV. 2 SOUTH PARR ADDITION TO EDfi' 2" The soils on this lot are not conducive to an exclusively recharged type system. Soil logs in representative soil immediately to the south of this lot indicate percolation rates in excess of 25 minutes per inch. A volume of voids type, rock filled trench is the most economical storage system and does, to some extent, recharge the on -site soils to a pre -construction condition without over -charging. The calculations for a simple detention system design on this lot can be found further in these calculations. OFFSITE No significant flow comes onto this parcel from the surrounding properties. E== SITE COWI_TICNS �. \ •�� Area = 0.186 AC ✓ b !� Grass and brush 8,100 sq. ft. @ 0.2 Existing C = 0.21 Grassed and brushed lot with a few trees. Estimated average overland velocity @ 0.70 feet/sec. based on an average slope of 7.18% aver grass and brushed areas. Tc = 148/ (0.70) 60 + 10 min. = 13.5 min."/t I.n Intensity (i) = 1.7 irVhr Snohomish County 10-year storm curve Q existing = ciA = 0.20 (1.7) 0.186 = 0.06 cfs ®.©� Using the Yrjaninen and Warren method for simple detention system design, the following calculations are to determine the required volume of detention for this development. 121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3434 BOFZV DETENTION SYSTEM CALCS. July 181 1985 File No. 02-85-085 FI]I W SITE CONDITIONS Prorating future site gonditions: Buildings and paved areas 3,500 sq. ft. @ 0.9�- Grassed and landscaped areas 41600 sq. ft. @ 0.2 (0.08)0.9 + (0.11)0.2 0,50 0.186 = 0.51 C future 0.51(0.186) T = -25 +� 14 Vs = 3607 (26,72) o .06-7 = 0.843 .7�- - L�) (. La) = k.�min = 30 69 26.72 + 25 - 40 (0.843) 26.72 = 1,863.48 - 901.0 1103 962.48 cu. ft./ Ac C IIc3 Ion, V total = k2..5 (0.51) 0.186 = cu. ft. Required detention Q = cdA V2-g—h Setting h = 2.00 feet Q allowable = 0.06 cfs Solving for A = 0.62 V64.4 (2.00) 0.009 sq. ft. = 1 1/40 orifice Sizing the detention system wz L Required volume of detention = AY.S cu. ft. The detention system will consist of a rock filled trench 40' x 4' x 2' deep, yielding a volume of u. ft. Assuming a 30% volume of voids, this gives 96.0 cu. ft. of stor a volume. This exceeds the required storage volume indicated above. PP'R/UTDCP REVIEW CHECKLIST /� 714 r Pi'�Q=T NAM : `%/= lt�e-fir' _lt�i d�l.�' r' /f� T 7TJ PROJDC'T ADDRESS: Ze(Zl� � 690E Ants-rr-AmTlV.T ^2 J4 .-- A. l Reviewed by: (initial date) ` CQMMENTS PLANNING WPR/SWR I STREET ENGNMG FIRE BUILDING / //// / / // 7-7777-7/7// $1NGIE FA4ILY/MULTIPLE/Ca4MCIAL - (Circle One) SETBACKS CHSCM - Planni.ng VARIANCE/SETBACK ADJ. / / /// / / CONDITIONAL USA: PERMIT ////// ///////// //////// //////!/!! 2 !717TT177— AUB R74UIRE om CIS ////// /////I/// //////// ////////// 3 O►I9M ZCNING RE)QUIRD92M /!//// //I////// //////// // ///// 4 ENVIAONM m"—L FEATURFs ////// ///////// //////// ACAS SIM VEHICLE ACCESS ."�"� . /////!/// ///////// //////// 6 777777/77 DRAIN M PZAN (ors site) ` ,7"l STpJMT ruz ////// //I////// //// 8 LEGAL DESCRIPTION VMFICATION ////// ///////// /////!/// //////// 9 IT CLAIIN DEDICATIONS ////// ///////// ///////// //////// 10 EASEMMT - PUBLIC/PRIVATE ///////// ///////// CALCULATE SEWER CONNECTION IF NO LID# E ////// ///////// ///////// //////// 12 1 PLAT/SUBDIVISICN IRENENPS----�''' ////// ///////// //////// 13 RIGHT-OF-WAY CONSTRUCTION PERMIT REQD /!!/.// ///////// ///////// 7 3a y r 14 / /// / ///// // BOND READ FOR PUBLIC IMPROVF2'�[V'1'S---�""` ////// ///////// ///////// //////// 15 SOILS CONDITIONS & GROUND WATER FIEM CHECKED ! ////// /// // /// / 16 STREETPAVING REQUIRED ///!// ///////// ///////// 17 CURB AND (METER REQUIRED ////// ///////// 18 SIDEWALK REQUIRED //// 19 TTITIMI CURB CUT FOR DRIVEWAY REM /1//// ///////// ////////// 20 STREET NAME SIGN READ /// 21 MHER SIGNIRED NG117711 r;7F//T/7 22 SIDE SEWER AVAILABILITY ////// ///////// ///////// //// /// 23 EXISTING WATER MAIN SIZE ////// //r12 . //////// ////////// 24 WATER MERFEt SIZE //////// /////1//// 25 SERVICE LINE SIZE 26 HYDRANT REQUIRED ///////// ///////// //////// ////////// 27 HYDRANT SIZE EXISTING //// Xy //////// ////////// 28 CROSS CONNECTION INSPECTION READ ////// ///////// //////// 77111111 ////////// 29 WATER METER CHARGE READ ///!// ///// G Sb.� 30 FIRE LICHARGE REM - SPRINKLER NE STREET CUT 32 OPEN DITCH EXISTING 33 READ ///////// ///////// 34 CULVERT REQD / 35 SIZE 36 CATCH BASIN REQD //// �el 37 INDICATED CN SITE PLAN ////// ///////// 38 SHOEJMERDRAINAGE OPEN SHALE 39 40 W .j LL Lu Lu REVIEWED BY: PLANNING MGR. ENGINEERING MQt. PUBLIC RKS'MGR. ,..�.rarr�flil�l # 70,6 CITY OF NMCVDS CONSTRUCTION PER PPLICATION NAM,EJOR NAME OF BUSINESS) Z MAILING ADDRESS (N Zz P05S,_ SS i 6k. At "-t, CI Y TELEPHONE NUMBER rn 7 143 ✓7 NAME 04UO/J-614044W LOU AODRES U WJ S� a CITY TELEPHONE NUMBER 3— 8 NAME C-qCC 1(}J,1 141 (14A4__) CITY TELEPHONE NUMBER STA TE LICENSE NUMBER CITY LICENSE NUMBER 4 2-59 L—T Legal Description of Property - include all easements (show below or attach four copies) PJ-4* & & - PAA�, 646f 62- Nv A z L� t 135 VJ 9 11), _Pu B NEW 7 RESIDENTIAL l Cl PLUMBING v ADD/ALTER NON-RESIDENTIAL I El MECHANICAL REPAIR RETAINING WALL SIGN EXCADEMOLISH 1:1OR FI LTE ❑ (ENCE X FT) EPRE -MOVE INSPJ COMPLIANCE INSP. ❑ SWIM POOL SIDE SEWER WATER LINE NUMBER OF STORIES NUMBER OF OWtLLING UNnb NATURE OF WORK TO BE DONE (ATTACH P} OT PLAN) /.Ia.JS,Uahx — a <AV&A USE IWERMIT ZONE NUMBER JOB ADDRESS AM? y? _EGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING _40 REQUIRED DEDICATION _/_)_ PROPOSED _/_V-0_ V RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED STREET USE PERMIT REQUIRED ❑ p Qr SEE ENGINEERING MEMO DATED-0, L SEE PIW DEPT. REVIEW CHECK LIST DATE METER SIZE (BUILDING SUPPLY SIZE (FIXTURE UNITS REMARKS SIGN AREA ENV. REVIEW ADB NO. ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE yARIANCE OR CU PLANNING REVIEW BY DATE J YARDS LOT COVERAGE FRONT SIDE REAR CHECKED BY TYPE OF CONSTRUCTION CODE HEIGHT SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT REQUIRED GROUP LOAD 1 1 YES 11 NO VALUATION I FEE C7 Z w Z r a 3 0 Z Z Z a U / ' v PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. Permit Application: 180 Days Permit Limit: 1 Year- Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and y J successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, f iwhatever 0 o x employees, and agents from any and all claims for damages of nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify,•waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance provision." TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz• AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa• WORK NOTED This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is tion suran e. INSPECTION SIGN T RE (O E O AGENT) DATE SIGNED DEPARTMENT acknowledged in space provided. _2 7 ` CITY OF OFFICIAL'S SIGNATURE EDMONDS ATT E N T I O 771.3202 DATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OjUL 2 91985 A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC ORIGINAL — File YELLOW — Inspector CHAPTER 3. PINK — Owner GOLD — Assessor 102.78 K V01 Pnn,.np . E-0— WA . I159494 _A� 5 At 11 i —0 0 Akr dvt V-C Zo Rae; kc>p� ;� i -H-OFTO W-a' IW-,f-- uj ..j WX 1. All construction shall conform to the City of Edmonds Standards, the ,"Standard Specifications for Municipal Public Works Construction" (A.P.W.A.) 1982 edition, and any Special requirements established.at the City of Edmonds for this project. 2. Notice shall be given to the City in a timely manner of anticipated. construction schedules. 3. All construction is subject to inspection by the Edmonds City Engineer or his designated representative. 4. Existing underground facilitieshave been shown on this drawing for the purpose of assisting the contractor in locating said facilities in the field. The contractor shall be responsible for checking actual field locations and checking with appropriate agencies that may have underground facilities within the project limits. The contractor shall be solely responsible for any damage to underground facilities resulting from his operations. 5. A copy of these approved plans must be on the job site whenever construction is in progress. 6. All catch basin grates shall be depressed 0.10 feet below the pavement level. DOWN SPOUTS FROM HOUSE 01530 A.D.S. SUMP ?% SL.OPf_ 2"— 5/6" TOP COURSE - DRIVEWAY SECTION DETAIL NO SCALE PINE ST. _ + INSTALL CE 15 -CONTROL Cb IF- 89.13 TOP 91.76 (SEE DETAIL) G'YIGTir�jf- onrtzCo ///\\V// oyE RFLOW I . E. 91 _ 68 ✓v� h ORIFICE 15/&: ©t'-►FICE DETENTION SYSTEM SECTIO DETAIL NO SCALE %EXISTING 2 ROCKERY APPROVAL REVIEWED AND APPROVED DRAINAGE PLAN THIS DAY OF .1086 'D Y od��0.v; / 4Q) FJ� RFD/STER�� INSTALL TYPE I CB CON. TO EXIST. 15•CONC. IE 87.9{-± TOP (5EE DETAIL) TOP 32. 5± FIELD SET TYPE I CB PRINTED JUL 2 6 05 DRAINAGE PLAN REID.MIDDLETON & ASSOC. FOR JOHN HOFTO IN THE SE 1 /4, NE 1 /4, SEC. 26, T27N, R3E, W.M. CITY OF EDMONDS, WASHINGTON CITY ENGINEER. EDMONDS, WADHIN®TON