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18014 ANDOVER ST.PDF10165 18014 ANDOVER ST District �d -9 City of d monds — Water Department TAP CARD Reading: Date GAZa� /81 No. No. Meter Tap {Size { Size Mfgrs. NoA5'9_AS'/n3 Style 19-1ALSh? Purchaser: Serv. Add. Lot No Add Residential: Blk. No. Other: Meter Location;'*�t' "'.51 �7m CC — Service Material: Pressure lbs. Test Date of Work 2 -2 0 Foreman Guar. Voucher No. $ Proj. No: W rl T5 11 Remarks: 661' OUTGOING Index- Reg. -Route Bk. Stencil- Card ,INCOMING Index- Reg. -Route Bk. - Stencil- Card- 0 ROUTING SLIP NEW SERVICE INSTAU. ADDRESS: le%ON- DATE: <oc�z-,�o A DIAL A DIG # P.U.D. STREET Ell F TELEPHONE - CABLE T.V. 0 c h �.fv no GAS FOREMAN STORM SEWER 7 OTHER FUTURE. SERVICE INSTL: fFs) NO BORE: CUT: wq,ssl(( LOCK CREW DATE: INITIAL: .UNLOCK DATE: ee�ab.';?INMAL: METER SHOP �3 0 ir- ACCOUNT NUMBER: SUPPLIER: /-) cp TREATMENT PLANT FOREMAN B L T FOREMAN INITIAL: DATE: TAP CARD METER SHEET APPLICATION UTILITY DISPATCH BILLING 7/76 TAX ACCOUNT/PARCEL NUMBER: al 0 �-1 9 D blk I D] L�00 BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREASL/ DETERMINATION: [] Conditional Waiver F1 Study Required E] Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: 41 � I � PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS PLANNING DATA CHECKLIST DATED: 101mbd SCALED PLOT PLAN DATED:All R-ke SEWER LID FEE $: LID #: 151 SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: 9 InIgi I SIDE SEWER PERMIT(S) #: D--7 10 GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: I I �Ll LATEMP\DSrs\Fomis\Street File Checklistdoc U CITY OF E-D—M(jN'DS- N=R 7.CNE CONSTRUCTION PERMIT APPLICATION NAME (OR NAME OF BUSINESS, JOB ADDRESS alltci OV P-V ��_l IIAL I)ISIP111, HECK SURD-510 MA "I G NO, ID'o CITY TELL'..N 0-s -7— PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP, E ISTING X NAME ICATION PITOPOSE op Zs; ADORES t: RIGHT OF WAY CONSTRUCTION PERMIT REOUiRED I; STREET USE PERMIT REOUIAZD,,* < CITY HONE NUMBER SEE ENGINEERING MEMO DATED 7 NA— RE S s IX AGO SS 2 I &x oT11 4;114�, Z41S,4e t METER CITY TELEPH—E 0 On -:77 YZE v IBUILDING SyfPLY SIZE FIXTURE UNITS 't STATE LlCk�HUM8ER PC)( t Ii� . (Le ai ue scriPtiOnvirro any. incluje all eS&Ments ShU CIA a belowOr ttach opurcoples) SIGN AREA E.V. RfiviE�W ALLOWED PAOPOS COM LETE E. AD. .0. z C r A. R 1,07F ?) SHORELINE# Iry RIANCC OR CU PLANNNG REVIEW Y OAT —US 7.El.�'T LOT�COVII EL FRONT SIDE REAR z 1w �J�SWE.TIAL PLUMBING ADDIALTER COMMERCIAL AG -ICH�NICAL REPAIR RETAI.I.. WALL SIGN DEMOLISH, EXCAVATE E] FENCE Oct FILL CHECKED BY TYPE OFCONSTRUCTION CODE x _Fn PRE MOVE INSPJ SwAt REMODEL L—J COMPLIANCE SPECIAL INSPECTOR All INSP- WOOD STO INSEAT'E' �PT. BLOG OCC PA NCY REOUIRED GRO P NCY 173 YES T�- > 51ENEWAL PROGRESS INSPECTIONS PER UBC 305 NUMBER OF )RIES NUMSFR OF D ELLING ol UNITS NATURE CIV WORK TO BE DONE (ATTACH PLOT PLAN) F ?—<-S F As n 74- VALUATION 1EE PLAN CHECK FEE C-L 6 BUILDING 41 4,11 +16, PLUMBING MECHANICAL Th 8 Permit cov a work to be done n, C..S"uc,!,.r, n private property ONLY. A domain (CuTtE, on the public GRADINI31FILL d sidewolks, Ma, will require separate permission. STATE �UPCHAPGE Permit Application: 180 Days J, Permit Limit: 1 Year - - J Within 180 D ays ENERGY CODE "APplicant, on behalf of his or her spouse, heirs, assigns a d SUCCOSSOTS In interest, agrees to indemnNy, "It deeen,? harmless I le J a d Id .ni I. ? n5 '.a sh! I CITY Of Edmonds Wa n. I, ng,od Iih n n. I Is 0 fic . , O'� employee a, and agents Tom any ��d a I C fai S to, dama 9 as oi whatever nature. arising directly or Ind! ell from the issuance n ill, I x of his permit. Issuance of this ermit I P a not be deemed to mo dily. waive Or reduce any requirement of an y city Ordinance PLAN CHECK DEPOSIT x nor limit in any he City's ability to enforce any 0 Way I -dirance plov,s,on." TOTAL AMOUNT DUE I hereby acknowledge that I have read this application thotthe ,r"., ti n given is correct; and that me I am the owner, o authorized agent of the owner. I agree r the duly to comply ATTENTION APPLICATION 'APPROVAL L I with city and I state laws regulat ng construction: and In doing the Work authoriz. ad I hereby, no person wit I be employed in vIOlatiOr THIS PERMIT AUTHORIZES This application Is n-ot a permit until of the Labor Code of the State of Washington relating to Workmen's Compensa. ONLY THE signed by the BuIldin Official or his WORK tiOn I anCe. NOTED Deputy; and fees are pigid and receipt Is gj� DNA IOWNER 01 A' 11 DATE SIO�EO INSPECTION acknow!edged In Space pr 'Ided. 7Y, y- DEP-FITMENT RE CITY OF OFFICIAL'S OA E EDMONDS 7 ATTENTION 771-3 IT IS UNLAWFUL TO USE Or OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN CHAPTER 3. GRANTED. USC ORIGINAL — File YELLOW Inspector, PINK 0 wner GOLD — Assessor . 0� R �WR - AR k7rVT" � M'XIN - Q-03 -0c. k� y IV 12.0.c I I. A. C.0 C3 S W 3 1 135'.0 P.r�� PT- w HIE & H T' C A� L. C5 H inr- I 4. 3-0 0 0 3,4. to 10, A,. or '4 tL - - - - - - - 10 PLAm 2296 Itl W1.4 ZAJb L 1-5' u r, T y or AS WPI r 6�t' I A PLOT PLANJ Lo-r 3 01v 'S%-40M P%-DT 5-32,-64 A C-1-ry �lcimowlob lei 0 A A. C�C Gb 5 C-1 16 10 3 1 375.0 TURN AMOVPJlD 0 X?'v P-r TV r- w HIEGHT CAL(f5 > C- o n. N C'rz 4' - 310.0 1p 315. 1- 3 14. co v: 315.1 r 314.11 PL A NJ 22�6 lu f�'5 %6 1p� . FAr . 10 u Er As �rl s7pqT' I G 0 oft fm ET FILE co CD -0 a) CITY of EDMOW UR ET FLA I 06S E W E R P E R M I T For Inspection.Call 771-K02 X 2� PERMIT NO. 07700 Address of Construction: / ko /I Property Legal Description (Include all easements): 107- S --3 Z— 96 -?� 7 oyqr Owner and/or Builder: Contractor & License No: — �A 1� 0 ��Cy I / lb k Single Family Residence Mul ti-Family (No. of Units rL7YN=NW00DLH4F- Commercial (No. of fixture Units Invasion into City Right -of -Way: No 3 Yes (If Yes, Right -of -Way v Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes f Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK I -APt*fy that"I'W-V-6- read and shall comply wir'� th'e items listed on the back. Permit Fee: 30. 00 Issued By: I Trunk Charge: zS.-W Date Issued: Assessment Fee: Receipt No.: Partial Inspection: Comments Final Inspection Approved: Date Initial Rejected: Reason PERMIT MUST BE POSTED ON JOB SITE Date �Z& qtmg -8 7 76 4? Date Initial Date Initial Wh.ite Copy - File Green Copy -Inspector Buff Copy - Applicant The City of Edmonds Side Sewer Drawing EASEMENT NO - ----------------------------------------- NEW CONSTRUCTION C�' REPAIRS E] LID NO - ------------------ ASMT. NO - ---------------- :it OWNER \Ay'� ...... . --------------------------------------- CONTRACTOR <j --------- .................................................................. PERMIT NO. JOB ADDRESS ------- v*i;? -PN�t� ��n -3-1 . .................. LEGAL DESCRIPTION: LOT NO. ------------------------------ BLOCK NO - ------------------ ----------------- .................................................................................................................................................................. NAMEOF ADDITION ....................................................................................................................... 72 LA)4kc PWW-0001-11/75 (REV.11/78) 110 Approved: DATE.qn ...... . ........................... By� LYNNWOOD UNF, 0 0 -------------- ............ Computer ID # STREET FILE BACKFLOW PREVENTION ASSEMBLY TEST REPORT 0;_ SEP 4'199U- PUBILIC kk'*7i'�',,� RETURN NO LATER THAN CONTACT PERSON NAME OF PREMISES 19 !�7C SERVICEADDRESS 121014 el - LOCATION OF ASSEMBLY 1AL-5i 2 1 61 C/o c2t-,S' ASSEMBLY- 65 ,WANUFACfURER MODEL SIZi5 SERIAL NO. LINE PRESSURE AT TIME OF TEST LBS. TYPE OF ASSEMBLY Reduced Pressure Assemblies Pressure Vacuum Breaker Relief Double Check Assemblies Air Inlet Che 1 st Check 2nd Check Opened at psid --oSid Valve DC tight !nitial -closed Closed tight Ope'ned at Did not open Leaked Test RP- ___ psid Leaked psid Leaked Reoairs an d' klateriais Used Test Al'ter DC -closed tight Closed tight Opened at Opened at Repair RP- __ psid psid psid psid I AIR GAP INSEPCTION: Required minimum air gap separation provided ... Yes -.1 IN o -:j r,PhAAPKq- THE ABOVE REPORT IS CERTIFIED INITIAL TEST PERFORMED B�Y4 REPAIRED BY FINAL TEST PERFORMED BY CERT. NO. Z DATE DATE CERT. NO. DATE STREET Fl CITY OF EDMONDS —PUBLIC WORKS DEPARTMENT _R9CElV_ED BACKFLOW DEVICE TEST REPORT JUL *27 1988 E OF PREMISES PUBLIC VIORKS VICE ADDRESS 4FE ATION OF DEVICE, I C E 1_�qq 9 Manufatture.r size SeriSl No—. E PRESSURE AT TIME OF TEST LBS. SSUR . E DROP ACROSS FIRST CHECK VALVE LBS. TIAL -,,T. CHECK VALVE NO. 9 1. LEAKED 2. CLOSED TIGHT 1 Cl CHECK VALVE NO. 1. LEAKED 2. CLOSED TIGHT 2 0 DIFFERENTIAL PRESSURE RELIEF VALVE 1. 'OPENED AT LBS. REDUCED PRESSURE. 2. DID NOT OPEN CLEANED 0 CLEANED El CLEANED 0 REPLACED: REPLACED: REPLACED: DISC ------------- 0 DISC ------------- 0 DISC.UPPER ---------------------- 0 R SPRING ----------- 0 SPRING ----------- 0 DISC.LOWER ---------- -------------- 0 GUIDE ------------ 0 GU I DE ------------ 0 ---------- 'SPRING --- t ------- p PIN RETAINER ----- Cl PIN RETAINER ----- 0 DIAPHRAGM, LARGE A HINGE PIfl* -------- o HINGE PIN -------- 0 UPPER ------------------------- I S'EAT - ----------- �__ 0 SEAT ------------- 0 LOWE� ------------------------- Cj R DIAPHRAGM ---------- 0 DIAPHRAGM — ------- Cl . . DIAPHRAGM, SMALL 11 S OTHER, DESCRIBE Cl OTHER, DESCRIBE 0 UPPER ------------------------- 0 LOWER --------------- 0 SPACER, LOWER OTHER, DESCRIBE NAL OPENED AT LBS. ST CLOSED TIGHT ----- 0 CLOSED TIGHT----'- REDUUTDTRESSURE ARKS: ow,wo 0-1 ABOVE REPORT IS CERTIF�ED TO 9E TRUE: TIAL TEST PERFORMED BY OF DATE D BY DATE ATM�EST PERFORMED BY OF DATE Prop.n� -if CITY, OF EDMONDS -IMONDS 5110ET FILE 0 W_ ASSET INFORMATION SHEET N2-- 05_34�0 W NEW ADDITION RETIREMENT ASSET NO. ADDITION TO ASSET NO. C-7-) DESCRIPTION 7 2� SERIAL NO. LOCATION DFrPT. NO.,, efo /V PURCHASE ORDER NO. PURCHASE ORDER DATE COST *PROJECTNUMBER PROJECT COMPLETION DATE COST B.A.R.S. ACCOUNT NO. :�7&1�_20 0 - 0 6:3 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 M/DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT 0 G.L. E REFERENCE DATE VERIFIED BY PROCESSED BATCH NO. - ttnp INITIA DEPARTMENT FILE N -6, ADDRESS:,�o- PM=T� r DATE-. COMMEWS PLANNING iewed by: I Rev (initial/date), WTR/SWR STREET ENGNRNGV �WGMMG ;, I FUILDING, F1 RE ry Piz/ TAT (Circle k.- Planning 777777777 ITITTrIT ////,p/ /S 1111111711 q� --7 1711117771171 T. ri� ITIONAL.USE PERMIT 21 �CHECKE3) 1h 1 77 RMU. v V w/w// '.'ZONING?' 7777TT777 77777777 T77IT17777 REQUIRRMM 4� FEATURES:,.'' 'SLOPE . & ,VEHICLE ACCESS -6 Wigq�, -'t", 77T/T//77 -77 77/ 7/77 777IT17 km fo, ri i t'e')'_ 111111711 yo 8; 777TI777T 77TF/7777 77777777 / &MAI RIFICAT ION : - i DESCRIPTIMM .5' IM/DEDICATIONS 777-77711 7 117111177 10 /4//////// 777777777 P IV To UBTIC/P TE "MER ,SMM,CMMCT7 TTIT717T M, CONNE)C T Ta F -IDBP,� 12 113 F- CONSTRUMON PERMIT REr-MtV- 4. TITT17TI7 7TT177TIT (012, -14 77777777 1177111 t. 44f, -'Y REQD FOR -PUBLIC IMPROVEMEMS 15�' CONDITIONS & � GROUND .FIIELD CHECKED., 11IRT17 f16 A. ///R/ 77TF//777//////// r4O REQUIRED f! 17 AND GUfwM �REQuim, 18 ITITff IT17TRI 777777777 Tf7T= 771717 CUT FOR 20 RX% S IGWREQDp 777777777 IER STGNTi4G'- REQD-: i, �41 7 TT= 7 77 7 T/7 22, DE' -A i'Llm-nivy,'. 7T"7Uff 23' IST 'WATER MAIN SIZE MF.,M,:SIZE, i W/M 7, 25; CEE SIZE r �v : -�, - 71RIIIII ///////// � / 0 2 77TTT71-77 77T777TI7 77TITT17 TT17=. /m/y/t/z 7r-1 27, IREQUIRED FuA .0- t�g SIZE, EXI§irING'1; o7 I i7t 8, 2� 111-ITI -ITR7777T CONNECTIOWINSPOCTION REC)D 1117777T //////// 1111111114 11111111it 6:: " 77777T 77TIT17T TTT1 7 /T/77 METER; C11ARM REM //////. all, 30 TINE CHARGE-REQD - SPRIN 11111WH 31" 32, MtH: EXIST]Ehd p 33; T= -1771-FI-R 7 3' 111117 35 777777 777777777 77T7-77777 36', ,CATCH'BASIN'REQD4-?�q11, /7=77 INDICATED ON SITE PLAN TRTITTITITTFITTIRIIIII 3-8 SHOULDER DRAMGE,MAn?rAIN. 7TIT11777111177T SHALE OPEN RUNO�F '39, ,�C 7777717711111111 7 REVIEV BY: PLANNING MGR. ENGINEERING MGR. PUBLIC L&A MEMO M-01 p*7 I A'� "I OL,f t0 40 7 i- ___F 18 NORTH 1/4 CORNER 18-27-4 V0- I.- P5 6 P -wom �, TIGHT LINE 10 /V /SXISTING PUD ESMT. 40' (r- w 0 0 z A 1/16th CORNER 18-27-4 - EXISTING CONTOUR ADS SLMP EP - EDGE OF PAVEMENT YD - YARD DRAIN .DATUM - CRY OF EDMONDS, MLLW TOPO - FIELD SURVEY LOT I 3500 S.F. PROPOSED IMPERVIOUS SURFACE P5 P6 SOILS LOG 0"-4" LOAM 0"-4" LOAM 4"-30'4 SANDY LOAM 4"-24'� SANDY LOAM PERC.DATA 1.1 min/in 1.0 min/in AVERAGE RATE - 1.0 min/in DESIGN RATE - I min/in USE 13 LF per 1000 S.F. 45 LF 2' WIDE INFILTRATION TRENCH REQUIRED LOT 2 EXISTING HOUSE AND DRIVEWAY -NO RETENTION REQUIRED - LOT 3 3300 S.F. PROPOSED IMPERVIOUS SURFACE Pi P2 SOILS LOG 0"-6" LOAM 0"-4" LOAM 6"-30!� SANDY LOAM 4"-30!� SANDY LOAM PERC.DATA 1.0 min/in 1.0 min/in AVERAGE RATE 1.0 min/in DESIGN RATE - I min/in USE 13 LF per 1000 S.F. 43 LF 2' WIDE INFILTRATION TRENCH REQUIRE LOT 4 4700 S.F. PROPOSED IMPERVIOUS �URFACE P3 P4 '0,000,�, SOILS LOG 0"-4" LOAM 0"-1" LOAM 4"-30'� SANDY LOAM 1"-304 SANDY LOAM PERC. DATA 1.1 min/in 3.4 min/in AVERAGE RATE - 2.3 min/in DESIGN RATE - 3 min/in USE 21 LF per 1000 S.F. 99 LF 2' WIDE INFILTRATION TRENCH REQUIRED AUUtZjZ� tAtitiMtN GENERAL NOTES: 2600 S.F. PROPOSED IMPERVIOUS SURFACE 1. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR NOTE: USE DESIGN DATA FROM P3 AND P4 MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY 1HE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEAPINGS ON THIS PROJECT. DESIGN RATE - 3 min/in USE 21 LF per 1000 S.F. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC 55 LF 2' WIDE INFILTRATION TRENCH REQUIRED WORKS 24 HOURS PRIOR TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS .PRICR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS PRIOR TO BACKFILLING UTILITIES. 4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD. JUL 2 0 1987 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. *THE CONTRACTOR SHALL BE SOLELY ENGINEERING 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. P. W 0 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,.FLUSH, DISINFECT WHEFE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER THE LINE, STORM SEWER LINE, RETENTION SYSTEM ETC. �WRITTEN ACCEPTANCE BY b CITY OF THESE PROCEDURES MUST BE TRANSMITTED.TO THE DESIGN ENGINEER. -7 -7 7 0 DRAINAGE PLAN FOR HELLEREN S-32-86 IN THE NW 1/4, NE 1/4, SEC. 18, T27N, R4E, WA CITY OF EDMONDS, WASHINGTON. on Reid, Middleton & Associates, Inc. Engineers o Sury '6yoes e Planners 121 5th A�,e. N., Suite 200, Edmonds, WA 980.20: �DRAWN CHECKED DATE FIELD I3V_ SCALM FILE NO. 712-197-le JLB ARM 4 171, -87 606/44 50 02 8TOI& SHEL or, -r 2 tllL. 0 Iwe, raft OCIWP�c o 7 .......... NORTH 1/4 CORNER 18-27-4 EXISTING ACCESS EASEMENT P PRO'P'OSE ROPOSE 7 IGHT. LINE TIGH' (TYPICAL) PROPOSED UTIL11 /EXISTING PUD ESMT. -41L 40' 40' 0I it w 0 a Zi ,,WA6HF. D R(::PcY- .s. 5ump 10 TQE5Ncl4 FROM Roo;r t=) FZA IN VA P_ t S'S F�ILAN NO LOT I 3500 S.F. PROPOSED IMPERVIOUS SURFACE P5 P6 SOILS LOG 0"-4" LOAM 0"-4" LOAM 4"-30tf SANDY LOAM 4"-20 SANDY LOAM PERC. DATA 1.1 min/in 1.0 min/in AVERAGE RATE - 1.0 min/in DESIGN RATE - I min/in USE 13 LF per 1000 S.F. 45 LF 2' WIDE INFILTRATION TRENCH REQUIRED LOT 2 1/16th CORNER 18-27-4 EXISTING HOUSE AND DRIVEWAY -NO RETENTION REQUIRED - EXISTING CONTOUR LOT 3 ADS SUMP 3300 S.F. PROPOSED IMPERVIOUS SURFACE EP - EDGE OF PAVEMENT YD - YARD DPAIN PI P2 DATUM - CITY OF EDMONDS, MLLW TOPO FIELD SURVEY SOILS LOG 0"-6" LOAM 0"-4" LOAM 6"-30t� SANDY LOAM 4*'-3O!t SANDY LOAM PERC. DATA 1.0 min/in 1.0 min/in AVERAGE RATE - 1.0 min/in DESIGN RATE - I min/in USE 13 LF per 1000 S.F. 43 LF 2' WIDE INFILTRATION TRENCH REQUIRED LOT 4700 S.F. PROPOSED IMPERVIOUS SURFACE P3 P4 SOILS LOG 0"-4" LOAM 0"-1" LOAM 4"-301� SANDY LOAM 1"-3014- SANDY LOAM PERC. DATA 1.1 min/in 3.4 min/in AVERAGE RATE - 2.3 min/in DESIGN RATE - 3 min/in USE 21 LF per 1000 S.F. 99 LF 2' WIDE INFILTRATION TRENCH REQUIRED ACCESS EASEMENT GENERAL IIOTES: 2600 S.F. PROPOSED IMPERVIOUS SURFACE ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED NOTE: USE DESIGN DATA FROM P3 AND P4 BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEAR;NGS ON THIS PROJECT. DESIGN RATE - 3 min/in USE 21 LF per 1000 S.F. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC 55 LF 2' WIDE INFILTRATION TRENCH REQUIRED WORKS 24 HOURS PRIOR TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS PRIOR TO BACKFILLING UTILITIES. 4. EXISIING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE (ONTRACTOR SHALL BE RESPONSIBLE FOR, CHECKING ACTUAL LOCATIONS IN THE FIELD 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 CONSTRUCTIM IS N PROGRESS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM SEWER LINE, RETENTION SYSTEM ETC. ','WRITTEN ACCEPTANCE BY THE IRECEViED CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. .-Ilzola7 JUL 2 0 1987 DRAINAGE PLAN FOR ENGINEERING "a HELLEREN S-32-86 IN THE NW 1/4, NE 1/4, SEC. 18, T27N, R4E, W.M. CITY OF EDMONDS, WASHINGTON 0