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APPROVED ENG RESUB 1-BLD2023-0602+Site_Plan+6.23.2023_3.06.35_PM+3628506APPROVED BY PLANNING - V Jul 05 2023 RIGRT-OF-WAY CONSTRuCTION PERMIT AND WSPECTION REQUIRED cvwft-I iiLow- W.azm C—Z i )I 6235 -P v;ag-t`r4 '61-Tbe=w els UII T-"AA 14R't►o -w'P LI( Llf-s-" IS LAY Fm-v-Wt�G. 6Gtz tS>,Ou WATER AND SIEMER INSPECTIONS REWIRED. CALL (425) 771-0220 EXT.1326 Rt,sr '�, ^sloNts OF� jw— S6 soco T µus? rK c ccy ranLonizns # FOP- IHE2 W"- — 125.BR' #125'-6- PVC },OX MIN. - 47.69"' TICHTiINE TO EXISTING CITY jIAQ�T?C1O� ALONG 12TH AVE N. ce #2 f B S -NLAAF3- VAULT ACCESS® WT"'1 -. 1L1LTiI- C-1 4 (A�j (CONTROL STRNGTURE) f I� WATER & SEWER INSPECTIONS REO'D. DAU. 428-771.0290 W, 132& POLE. O.tO' ABOVE GROUNO LEVEL } 5t3CO3 / TOP= na. IE=1azG ,a N 89'34'26' W (WA) i ( jl( I I 1e2» •S ` I! TRACT 2B WEST 300 FEET, r X II ;� I I J f j � I 4 1fl �W I OWNER)COWPACTORIS RESPONSIBLE FOR ERO-c4ONCONT80I.ANDDAMAGE f i 111 T }1 11 1 4 9 . I.5T®' i4 I VAl1aLT ACCESS Till / f I se —Arr I 4f ROCRFAtY [ I 4 I 1} { I ACCEPTABLE TIGHTLINE M,ATERSAL EROSION CONTROL p 1 I SDR 35 FENCE (TIP.) (15 SCH 40 —gem l x N- 12 F310 HANCOR ` R-Isrw IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.,W.M. N SCALE : 1'-20' D' 20' w 7 EY e OIA TmO FILE FILLED VATH WVFRTmiE M-1 uARkEO TMTH S 43003" W, 0.72' FROM CALL. POSITION NORTH LINE ESTABLISHED PER THE PLAT OF z"WACNER'S ABDITCt4 473,43' (WA},(M) �"�'"-'"""� e' coNc. anuvacc w4u --- ; - ej —EX. ASPHALT '20.02, ¢s}yi1 av Paom'n4ety[ y ( TO REMAIN PC -T1a-NAIL L WWIITT}}tt,,9RA55 EIAPORAR.1/ LONGIRUC ON 5\9 �� glpN �. WASHER STAIUA€O "IS i iYGA' - ENTRANCQ �¢ 22888': S72 11D7' W. FROM CALO. POSiTlR4. FT} ex. ED £OASPHALT FIRST FLOOR ..'i •' . ..¢ t -A - CB #4 BOTTOM OF FOOTING E1.EV=Ra.aG �:: :� ,I S • i - -' } Top- 110.0 IE-108OD 1 I \ f /p --'EX •1 � RUILDIRG . A ro EaE REuoveD �€ 9a rPo � lv NOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM , 17 1s l ) ::"h•:'F: NEW CON IRETEICR74EWAY CALL c'TA RIy�WAY INSPEP [I v I (SLpPE CkIECKSIPRIOR TO P0.VW0. •''�' -: I } } \ \ 4 GARAGE BOTTOMELEV G PARCEL Pia ooTI ToXSO RE3Ao ! { 1 5 Tp'P[5 TOP ZII log I r \ ED `\ SigAREA TSEOE E% BUILDING TO BE REMOVED i%. EDGE GF ASPHALT TO BE REMOVED 474.50' N 8$'34'28- W (MWy 1) 474.39'(MWV 1) p ,p�• p } +[-adol 4KE ESTABLESNED) PER 131E PLAT OF E.X. 1/2, REBAR WITH CAP STAMPED "0. OS66'I P M0.PL5WpPD NLLAGE ND. 1 I S c3'De'Z8" IV. 0.91' iFROM de'/ ce—:-- CALL. POEITIOII. f y� 14 LWLEWOW VILLAGE No. 9 VOL 2D,PG. LEGEND (0J EXISTING MONUMENT AS DESOAIRF) a SET 1/2' X 2e REHAH & GAP g STAMP80 'LSA 22969" ©OB• CATCH BASIN INLET �MH STORM BASIN MANFIOLE e S£V;EA MANHOLE d Am SEWER 019A14W7 IAeV WATER VALVE ffi�,FtiN WATER METER"i l FIRE HYDRANT ICV IRRAGATION CONTROL VALVE 'Tx GAS VALVE oUP UTRIIY POLE AAA GUY ANCHOR N+ CTH TELEPHONE BOX (VAULT) ,TV TELEPHONE PEDESTAL 'Me MAIL BOX 0-r):�( STREET LIGHT STANDARD STORM DRAINAGE LINE -s- SEINER UNE _ WATER I1NE ` (MW f) CCURSF OR DISTANCE PER 'HE PLAT OF VICINITY MAP MAPLEWOOD VILLAGE NO. 1, VOL. 20. PG 86 N.T.S. (WA) COURSE OR DISTANCE PER T C PLAT OF WACNER'S ADDITION, VOL, 24, PG. 94 (M) COURSE OR DISTANCE MEASURED PER THIS SURVEY LEGAL DESCRIP70N Y_ PARCEL "A' , THE SOUTH 156.87 FEET OF TRACT 28, PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASWINGTON. y EXCEPT THE R£57ERiY 300 REEF THEREOF IS � PARCEL `B" ..... I ry r ` !iC /Yd V THE NORTH 15 FEEL OF TRACT 17. PLAT OF 11AP—D ELLS. 10 AGCOA TSN T-0 THE PEAR 1H£ItEOF, RECORDED IN COUNTY, OF PAGE 121, RECORllS 4F SNayOMESN COUNi'Y, 6 J - { � t WAS INGT SITUATE IN THE COUNTY OF 5MOHOAIISH, STATE OF WASHIIE WA5HINGTOIN. + r SNRECT TO EASEMENTS, RESTRICTIONS, AND RESERVA'OONS OF ® RECORD. PROJECT DATA BASIS OF HEARINGS A SUITI AAPL EOO MEASURED ALONG THE AY UMENTEO W OF N CODIC'SeENTEROF WAGEER'S LINE CENTER LILAC 6F 121E AVPER THE �L, ✓] 19918 DRIVE OF FILED UNDER VOL.OA. 24, PG, 94 OF PI.0.TS, RECORDS - 6 EOMONOS, WA 9dD20 EDMONDS. 980 OF SNOW. OF SNOHOMESN COUNTY; WA. TAn PARCFI NLIMTTPN: OD 5489 000 on 04 BENCHMARK 17 APPLICANT/OWNER BENCHMARK:'" `L .=124.25) TIMOTHY & CHRISTINA ZNXINS 59918 UAPLEMOO DRIVE N.E. CATCH BARN REA1 ALONG WEST SIDE OF MAPLEW000 YY SUAEDMONDS, WA 93020 DRIVE APPROMAATELY 7o FEET NORTH OR 200TH STREET SW. A, F,NO. 19991t3550O1 CONTACT, OT: DATUM: ASSUMED DESIGN OE51GN WOAI{5 CONSTRUCTION BRUCE ONEELL E751i-A AVENUE W. ON -SINE BENCHMARK: (ElEV.=11 o.77) . W I-nmwDooWA 90037 TELEPHONE : {42S}742-80E7 NO H PR NAIL, UNE 510E XI UTTLY POLE LOCATE➢ AT NORTH PROPFJEN LDIE APPRO%kMA1F1Y 20 FEET NORTH OF IXISPINc REEloeycE, ENGINEER/SiiRVEYOR LOVELL-SAVERLAND & ASSOCIATES, INC. 194M 33H0 AVENUE W. SINE 200 DATUM' ASSUME LYNNWOOD. WA 98D35 TELEPHONE (425)77S-1691 PROJECT CCNTACP ROBERT E- LONG AEr-'-''4 ROBLOLSAENCINEERPIG.COM THE 1DCAiTGN OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL UTILITY PURVEYORS IN THE AREA TO ASC2F[TAFN THE LOCATION AND DEPTH OF ALL LMLITILS. CONSTRUCTION SEQUENCE: NOTES: GRADING QUANTITIES: 1. ATTEND PRE -CONSTRUCTION MI CALL ]ENGINEERING 1. EXISTING UTILITIES ARE ST{OWW PER AS-BUILTS A#HiD tlHxFRS TOTAL CUT m 480 aY. INSPECTOR (7T-D220) To EST UP MEETING. RECOLLECTION. COYTRACTOR TO VERIFY UTILITY LVCCASON3 TOTAL FILL = 425 C.Y. 2 CALL FOR UTILITY LOCATIONS [1-BOO-424-5555}, PRIOR TO CONSTRUOTIO.N. IF ANY CONFLICTS ARE IOENTsTcO CONTACT ENGINEER IMMEDIATELY.AND THE OUANHTIES QF E%CAVATTgN AND FILL ARE APPROXIMATE. 3. CC'ITRACTDR TO RENEW AND READ ESC NOTES AND PLAN. CALL BEFORE YOU DIG: 1-800= 424-5555 ARE SHOWN ONLY FOR THE PURPOSE OF OBTATNINC A GRADING PERMIT AND MAUL NOT BE USED FOR CONTRACTUAL PURPOSES. 4. MG CLEARING UNITS. 2, ADOMONAL UTILITY EASEMENTS MAYBE REOUIRED DEPENDING 01 S. INSTALL AND MA[NTAIN CATCH BASIN PROTECTION (AS NEEDED} III JTLUTY LOCATIONS S. CLEAR SITE PER THIS PLAN (DEMO, ROUG41 GRADING). 3. C NWT ROOF DRAINS AND DRIVEWAY INLETS M LDRAItiACC SITIEN. 7. CONTRACTOR TO ADHERE TO 57A887ATTON OF EXPOSED AREA 4. ALLOWABLE IMPERVIOUS SURFACES REOUIRVAENTS. HOUSE ® 5,740 SF ORIVEWAY = 5.1CN 3F 8. INSTALL UTILISES (SEWER, STORM, WATER, POWER, ETC). WALKWAYS, PATIO & DECE(S TOTAL-12,440 c_ 9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. tO. HYDROSEEO AND MULCH ALL EXPOSED ARIAS. S. CALL ENGINEERING OiVI'MA 1,SF C-LC1 =:� s F.L110N BFfUi tE 8ACKFELLING PhD FOR RENAL R,'SFEC'E'c5. 11. REMOV< ESO DEVICES ONCE PERMANENT SET STAOILIZATION 6. RE eONSSBAATY FOR UPIRAfl NI Air? MF:.P':,lt_F ; Oi DRAINALF MEASURES ARE INSTALLED. SYSTEM ON PRIVATE PROPERTY IS —,—.4=' ,.- TicATY OF THE PROPERTY OWNER. MATERIAL ACCUMu.6.`EZ I ,--E-STORM PIPIS MUST BE FLUSHED CUT AND REMOVE r,OU 7rE 'OAATCN BASIN., BLD2023-0602 To ALLow PROPER OPERA'DON, - RESUB Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SrREEr, DICE APPROVED FOR CONSTRUCTION CITY OF EDMONDS RPzCC1Vzr' DATE:. I n !„ O SUr IS 203 UN -II 07/06/2023 P€qOpU�.R Br. ODY ENGINEER Approval for Gate Only JENKINS RESIDENCE IN NE 1/4, NE 1/4 OF SECTION 24,T.27 N.,R.3 E.,W.M. CITY OF EDMONDS RzCzjV zC 5NOHOMISH COUNTY, WASHINGTON SEP1a2M, gS L, PERMIT w En Lovell-Saueriand & Associates, Inc SWEET NO. 'mp 84p°A'16, gp9 .. F4TgflceeTg/SRNs'vey0re/Plenaers/DevelgpineILL 25 CorLsc114ante g al•1P'' 194017 33rd jume 11 Ute 200 • Lymmod, WA NOR • (425)775-1591 - (425)97Z-T998 FAX Dr EXPIRES 8 17/04 MAIM 7 7 pA7S P.B. 3CAF.R RTS N0. p 2 JND UTT D2-19-03 475, P. 20 1"=2➢' , 4450-0-02 L L