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16233 72ND AVE W.PDF16233 72ND AVE W ADDRESS: TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW COVENANTS (RECORDS m CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMITS) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: G� WATER METER TAP CARD DATED: OTHER: LATEMP\DST's\Fonns\Street File ChecklisLdoc DATE RECEIVED PERMIT EXPIRES CITY OF EDMONDS � PERMIT CONSTRUCTLCN PERMIT APPLICATION ooREss su1TE/APT# OWNER NAME/NAME OF BUSINESS 4��k II ,r"� �` ' /e r +� o G P e C -(J yy. Gs PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. Y MAILINGADDRESS t W LID FEE $ 13 O �% Q y,. ' �, PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved 4 RW Permit Required 0 CITY ZIP TELEPHONE EXISTING JPROPOSED N % Street Use Permit Required O ? ! Inspection Required 0 Sidewalk Required'11 El �-7 ICATION FT Underground C3 Wirin re uire0 NAME E LINE SIZE N0. OF FIXTURES PRV REQUIRED r'(IMP „� e e• / r C ^C YES O -k 0 z ADDRESS C cii �i REMARKS W 1 -� y I 'L V�r OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z 1 (Ae" E CITY a ZIP TEL NONE / IN t,`,^t �•�,L 5. r 'C nl ,(_-)Z (2o L' I�U�a 5 z� Sta NAME _ 77 t GINEE G REVIEWED BY z N Az rRESS I DATE s CITY AFIRE REVIEWED BY / ZIP TELEPHONE DATE W 1 P ?� �- / U. STAFE LICENSE NUMBER EXPIRATION DATE CHECKED BY VARIANCE OR CU SHORELINE OR ADB# INSPECTION SE t j� q I�� REO'D COMPLETED EXEMPT !"C , L 3/1 /c 13 YES NO PROPERTY TAX ACCOUNT PARCEL NO. CA# L4 I ZONE SIGN AREA HEIGHT J 0 �'"'noono 4-WAIVER 13 (i ALLOWED PROPOSED ALLOWED PROPOSED V `� oo STUDY 13 f�' F �� . 1 r NEW RESIDENTIAL LOT COVERAGE a PLUMBING / MECH REQUIRED SETBACKS (F .) PROPOSED SETBACKS (FT.) OWED PROPOSED FRONT SIDE _FRONT ..`UR SIDE REAR ❑ COMMERCIAL ❑ ADDITION ❑ ❑ COMPLIANCE OR 'LJ7 f �T l� , j f, 4 �� _ MIXED USE CHANGE OF USE ��, I /S� _ f z ❑ REMODEL: ❑ MULTIFAMILY ❑ SIGN REO'D RPIROVNG IDED JLOTAREA PLANNING REVIEWED BY DATE g q ❑ REPAIR i 2 (U lE Cyr CYDS FT.) REMARKS ❑ DEMOLISH ❑ TANK 0 ER GARAGE RETAINING WALL ❑ FIRE SPRINKLER o CARPORT ❑ ROCKERY FIREALARM i _,(TYPE OF USE„BUST SS OR ACTIVITY) EXPLAIN: m TYPE STRUCTION CQDEE OCCUPANT GROUP o NUMBER f UMBER OF l/� j m OF WELLINGSPECIAL INS CT10N CONSULTANT OCCUPANT O STORIES rJ NITS LOAD DESCRIBE WORK TO BE DONE REQUIRED{ "YES REMARKS O z Ne(j h7 t ( dLvt^t sI J?►,C e o _ GEOTECH R PO T ¢/�� f� t BY: / 157 I D STRUQUFIALDESIGN ! �J, BY: VALUATION ul#,Ve lyDfl $ LZ- LTY Description FEE Description FEE Plan Check (/ State Surcharge HEAT SOU C LOT SLOPE % VESTED DATE. _ Building Permit City Surcharge f� . PLAN CHECK NO: "• Plumbing "` ' Base Fee 4:2V ' THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical tj BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBIC J DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading I.- SEPARATE PERMISSION. m W PERMIT APPLICATION: SEE ECDC:19.00.005(A)(5) Engr. Review a PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) r. SEE.9ACK OF PINK PERMIT,FOR.MORE INFORMATION EngL InSpeC1100 y 'APPLICANT, ON BEHALF OF.'HIS OR HER SPOUSE* HEIRS, ASSIGNS AND SUCCESSORS Fire Review ° � IN INTEREST, AGREES TO INDEMNIFY DEFEND AND HOLD HARMLESS THE CITY OF - plan Chk. Deposit i EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY Fire Inspection Receipt # G FROM THE ISSUANCE OF THIS PERMIT. 'ISSUANCE.OF'THIS PERMIT SHALL NOT BE O DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp.' Total Amt. Due 02 = NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION Recording Fee I Receipt # GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC• CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and WORKMEN'S COMPENSATION INSURANCE AND RCW 16:27. IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR and receipt is acknowledged in space provided. I LS SIGNAT ATE ' SIGN TUR (OW E OR AGENT): DATE SI NED (425) 1D 771•1-0220 REHESED BY DAT ATTENTION EXT.1333 IT IS UNLAWFUL TO USE OR OCCUPY,A. BUILDING OR STRUCTU, .E UNTIL °`A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- 106 .r.. FICATE OF OCCUPANCY 1. HAS BEEN GRANTED. UBC109 / IBC110 / IRC110. hill$ $iL (}JL 1��3 0� ORIGI Al - ILE YELLOW-- INSPCTOR 10/04 ��.�„� ^' „�„ - �_ _ _ _ _ _ r _ PIN NER • GOLD - ASSESSOR r ATE RECEIVED f 1 PERMIT EXPIRES CITY OF EDMONDS PERMIT NUMBER yam. I - CONSTRUCTION PERMIT APPLICATION JOB SUIITEE/�T# ADDRESS a OWNER NAME/NAME OF BUSINESS Q i e r yl c vw t c-,On � PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. M MAILING ADDRESS le Ild LID FEE $ �r� /) 1 • 0 �o X ' ` PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCPApproved O RW Permit Required 13�� CITY ZIP TELEPHONE EXISTING PROPOSED Street Use Pemut Required �� I�& L� �� Z� —�6 w` REQUIRED DEDICATION FT Inspection Required'. O Sidewalk Required"s underground O Wirin required � NAME (00, n ,V METER SIZE tl 3 LINE SIZE NO. OF FIXTURES PRV REQUIRED 'o0 z t G 4 //' YES t ADDRESS REMARKS IX w ",l 17 '! 4,10?1 OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE _I.Ave / INS _ //v t i uS r ^I w CITY _ ZIP TELEPHONE `` dd.�' kV !-f z f�Z 120 i'VU� .T)07 _ 'NAME J CBL# F; 4 Al GINEE G REVIEWED BY DATE It O A RESS - • G z _ITY ZIP TELEPHONE FIRE REVIEWED BY DATE u jf I 142'�; %"� %`Sl z LL 114=dA / VARIANCE OR CU SHORELINE OR ADB# INSPECTION REQ'D SEPA COMPLETED EXEMPT T E LICENSE NUMBER EXPIRATION DATE CHECKED BY L L 3 i3 6AUL O YES NO a -C V PROPERTY TAX ACCOUNT PARCEL NO, CA# 47—!�2 ZONE SIGN AREA HEIGHT U' U Q O '' Qj 177�000no oo WAIVER 13 STUDY I3 i ,^ �< , l ALLOWED PROPOSED ALLOWED �� / PROPOSED JAI '6i NEW RESIDENTIAL ))Q PLUMBING / MECH T� LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (�jF ) PROPOSED FRONT SIDE FRONT SETBACKS (FT.) ,,. BUR SIDE REAR ❑ADDITION ❑ COMMERCIAL COMPLIANCE OR El �' 17 } .2- i ❑ MIXED USE CHANGE OF USE /� : L0 Z ❑ REMODEL ❑ MULTIFAMILY ❑ SIGN REQ'D PARKING PROVIDED LOTlA,REA�P�LANNINGREVIEWEDBY DATEREPAIR FENCE � I 2 1 4p yD SC7� CYDS ❑ ( X FT.) REMARKS ❑ DEMOLISH ❑ TAN�-K++�,� ❑ OTHER GARAGE RETAINING WALL FIRE.SPRINKLER CARPORT ❑ ❑I Z O r- ROCKERY' FRE ALARM (TYPE OF USE„BUST SS OR ACTIVITY) EXPLAIN: Q. TYPE Vf5STRUCTION CDDE OCCUPANT GROUP cNUMBER f NUMBER OFOF ' m O STORIES STORIES DWELLING UNITS SPECIAL INS ECTION CONSULTANT PANT REQUIRED YES LOAD DESCRIBE WORK TO BE DONE REMARKS ° t7 1! � ( I ( Ot p h z e(�,i h ►'� S � Q GEOTECH POT BY: r j r C STRU U AL DESI PC ZVI VALUATION TION .9 . $ L• Description FEE Description FEE Plan Check / State Surcharge ��I HE T SOU�tC F;,', LOT SLOPE% VESTED DATE.- Building Permit _ City Surcharge �� y PLAN CHECK NO: l Plumbing — Base Fee Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY'CONSTRUCTION ON THE PUBIC 7 DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES,"ETC.) WILL REQUIRE Grading SEPARATE PERMISSION. W PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5) Engr. Review _ IL PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) Engr. Inspection " SEE BACK OF PINK PERMIT FOR MORE INFORMATION DD W 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS Fire Review Plan Chk. Deposit Uj IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND FOR Fire Inspection Recei p t # ¢ = ALL CLAIMS DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE Landscape ^ ANY REQUIREMENT OF ANY CITY ORDINANCE Insp. Total Amt. Due p(6. = NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT 1 AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. I LS SIGNAT ATE SIGN TUR (OW E OR AGENT): DATESI NED (425) 771 -0220 RE ED BY DAT ATTENTION 'A EXT.1333 IT IS UNLAWFUL TO USE OR OCCUPYBUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 / IRC110. oRlcl AL - ILE - YELLOW - INSP CTOR 4n1AA PIN NER - GOLD - ASSESSOR .... . 0- • PLANNING DATA NAME: or, vC-,if" DATE: 1 /20 /os SITE ADDRESS: I & 7-1 A 29 P1, W, 1 ['70'- PLAN CHK#: aq -4-/s- PROJECT DESCRIPTION: eta -cam 15 ° REDUCED SITE PLAN PROVIDED?:(Ye / No) MAP PAGE: 5a7 CORNER LOT: es / FLAG LOT: Yes ZONING: RS - 12 CRITICAL AREAS DETERMINATION #: 199 -7 - 04-0 ❑ Study Required: Q Waiver sr. -,,,A A sw? f co( Cn'Trtk A tm Art'w.0 Y Rnq , VR IZO 4" qPn 'A -4, V - 0413 "% J fianAh^Y `,hum ije,w, F[ccty .%°.+� �2",�W„ P ! ' , 72" (,r,ccti.:� eca,u.H•. ❑ Conditional Waiver fj t-, Ko sMc, 30' ti F,o4u.L.. NPorr SEPA DETERMINATION: ❑ Fee (Na SW4 ❑ Checklist ❑ APO list w/ notarized form ❑ Needed for 500 cubic yards of grading, Shoreline Area- site within �=Puget Sound or Lake Ballinger) Exempt SETBACKS:,.. LS' Required Setbacks: t , ! Street: Z5' Left Side: 10' Right Side: 1 O Rear: 30' Actual Setbacks: 101 / u ,&— Se+i,,." Street: 25' Left Side: Right Side: 7 CRear: 3o' Street map checked for additional setback required? LJ DETACHED STRUCTURES: ;At-1-C fK" Ld ROCKERIES: aL- ;►, P-1,� ; ,n 70'.,P1. SPw-it '"* 0-(P417 h t1614 a c, _ 540. _ ok ❑ FENCES/TRELLISES: Inc. (hel , rLa BAY WINDOWS / PROJECTING MODULATION: Sha,.,n ors S,m 104,^ - M—ij X4+.-W4 -� STAIRS / DECKS: -fir a-,i fd-n 0— ' �j, KFrw►� P,w /,,,. r,,M,; 14.,,�� - �a ti «r K..k PARKING: Required: 2 Actu�fl LOT AREA: 12_90 0 LOT COVERAGE o Calculations: �Z� 990 %, ° BUILDING HEIGHT: Datum Point: 4.— baca SW Datum Elevation: 2 70, 3(0 Maximum Allowed: 2 5' ( ?t$ ZjB. 75')Actual Height: A.D.U. CREATED?: No / Yes _ yu<rr Soldti L�H SUBDIVISION: t x-tikwq-- VAw 2 j I aF LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: OTHER: N64i, for UFre e►s haNarts 16 of - 70' Pt- r t.v •nr ..w f*�„6wc S S �+5�'c la <<fuv�v� 30' o' . ,2pe , I�w Plan Review By: NewB P P lanningD ataForm. D OC _ _ 'VA �,,�.1, is Gay v�«•., — na.li (,as..� oG . _ r ti 3a ' IrLN s • oi` ?y I HRE VID AM ADDRESSIMM MMM AgIguired Actual I GRADING QUANTITIES: CUT: 350 cu yards FILL: 12 cu yards TIGHTLINE DOWNSPOUTS e AND AREA DRAIN TO 30" 0 x 18' DETENTION PIPE, CONTROL MANHOLE LID at 262.0 OUTLET INVERT at 258.3', 3/4" ORIFICE, TO Y OF EDMONDS NDARDS _ I ti T. E. S. C. -FILTER FABRIC FENCE--, - BAG EXPOSED CB's - SEED DISTURBED EA ; ASAP - ROCK CONST. ENTRANCE AS REQ'D FOOTING DRAWS o l TO BE TIED INTO d�TION SYS M `D co rn o U) 261.5 \ 280.5 282.5 + 270.5 = 1095 /4 vg elev = 273.75 + 25 lht limit = 298.75 50 / l F=t swe Rw odw Hewn APPROVED BY PANNING o3�b ,380.5 OWNER/CONTRACTOR IS RESPONSIBLE FOARIG;iT 07-7'AY CGtrS?Ft'CTIGN PERM EROSION CONTROL AND DRAINAGE AND iASPECTI(M hEOURED APPROVEI'`AS IVOTEI)' BY I�INEE�ING. 70th Place West - O S� S.99 DC. ` / /2 p , (280 _ \ 282. (275L 6 .5 co - - — 0 5' ETBACK N rea Drain \ p Rim:267.0 i t' CB 2 N Invert: 265.5 i : 261.46 m�\ 30' ASPHALT 1 v rt:254.4 .� -DRIVEWAY 6" CO w/ LOCKING \ PHOLE C VEl exi B �\ QQ m: l north - 1" = 20' 2/10/05 0 bs 1,0 —t—= v -- (270 w o w 0 N O to 270.50o0 11, 2„ - l cn TO GRID 8 exist'JI CB 1 o Rim: 70.36 Yi% Inve :259.7 WATER 14 M METER/ **DATUM** 1 — — WATER SERVICE LINE (5' MIN. FROM SIDE 72nd Avenue We SEWER) SURFACES 0 BE 00VWb W11THIN 2 DAYS NOV-39-04 11:21 AM 4252590799 STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET P. 07 owmmLLG -r ConISTLi I0r4 ADDlk=S i'• o . �o x l 2 I FROM : v2 2 � _ ¢ I?_o f,v 'DATE: i 2 ' ° ¢ - • • •"DESIGN DATA 40"s IMPERVIOUS AREA PIPE DIA PIPE LG ORIRCE tt ik r n MWM PIPS LOWN 1.ra "ma j �ro rna� • or ,ass to I; am �e A ' Calilml , NIN. •� � UPPER CATCH BASIN ow' CONTROL CATCH BASIN SYSTFA! CROSS SB'CTIDN 0 20% ' R PERMIT COUNTER INxax6• .�. 4-6• >Xua M DUAL_ h /Rat CatMa C� !'1t rx 0' i". 3,4' tea Imp= tattoo aluot nm Comm mu an • AIAW 00nff 1 1� vAs N0L1t RUNOFF S,PBBADEA. TRENCH E00WNG DRAINS SUALL NOT•,RB CONNECM 2V DE77JMON SYS= L c Au 8%Ww ag Dividfa tr17l4m liar a tipltmm and dataaban sysba'"No b" befoteand far and inepeatiooe. 2. aapa WMIY fbr opeazdm and tmlialammos of &Wup wjW= on p bafs PIWNIY b &D s�r of dopeopeetar owner. Maoeeial aeaated is tbs ato�M�e pdps eamt b0 Am ou and. mm l'iva 60 ukh wam to allow P wor "wWa L 1Lo aodd oontd arras 3nn a2 i f`il i K L1�' 304N12 =0.s0g J Q' _J C8 1-TYPE 1L W/ FRAME & Oci(1,#6 L//J RIM= 2(91.0 IE=11 fig_ 6 DETENTION TANK N.T.S. —CONTROL STRUCTURE SEE BELOW CB#2^-TYPE 1L CONTROL STRUCTURE W/ SOLID LOCKING LID RIM= 262,0 IE= 25'9.S- OE=2&49-d. SOLID—\ LOCKING �--RIM= COVER \ / 6" MIN. CLEARANCE FROM OVERFLOW OE= 160. C?T TO BOTTOM OF RISER T 8"CMP RISER '3U "' IN _8"CMP OUT IE= z. 3 9" MINT � ORIFICE DIA.=3/4" DRILLED INTO SOLID PLATE CONTROL STRUCTURE TYPE 1L CATCH BASIN N.T.S. 0 • RECEIVED JAN 12 2005 PERMIT COUNTEP WM x 13' • 5' bend 3' deep X 11' 0' bend going down 1 � 4' deep Back of the House 1'—Y4"PVC SCH 40 370 psi Back of the House NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map 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 the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map, including, but not limited to, the 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 employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map. 72ND AVE W. �� of ED�ro� CITY OF EDMONDS WATERLINE AS —BULL 4S d ADDRESS SCALE 16233 72ND AVE W NTS HOMEOWNER CONTRACTOR HILLCREST HILLCREST DATE DRAWN PERMIT 3/1 /2006 BY �I. ABILA NO, 2005-0179 FIRE AND AID ADDRESS SW REMNO VUNtH/UUN I HACTOR IS RESPONSIBLE FOP, KIUH'I--Oj..V.AY CONSMMOTION PEROT EROSION CONTROL AND DRAINAGE AND 11ASPECTItX! [,.EQLq[ ELp 2011a p- -;I- Corner Flag gr"d -W GRADING QUANTITIES: Front CUT: 350 cu yards Sides FILL: 12 cu yards Rear Other TIGHTLINE DOWNSPOUTS I Hei&t AND AREA DRAIN TO 30.. 0 . Y 10, r)cTcK1T1r)K1 010c Reguired Actual D Ao I CONTROL MANHOLE OLE LID at AppROVE BY VLT"q"" 262.0 OUTLET INVERT at / ' 9 3', 3/4" ORIFICE, TO 'Y- OF EDMONDS STANDARDS T.E.S.C. - FILTER FABRIC FENCE---\ - BAG EXPOSED CB's - SEED DISTURBED RHEA ASAP - ROCK CONST. ENTRANCE AS RE 'D FOOTING DRAIN 1fo BE TIED T 29� DETENTION SY 00 261.5 280.5 282.5 +270.5 1095 /4 vg elev = 273.75 +25 B jht limit = 298.75 250 Ri .1 ENTRIN! 4- Z-K 'K 100 "10 9 ' 6 .5 — Drain IT n Rim: 267.0 2 i t' CB 2 i t, C B Invert: 265.5 .5 6 i : 261.46 61 - 4 30'ASPHALT rt 4 4 I I v rt: 254.4 2 -DRIVEWAY- J� 6 6" CO w/ LOCKING " CO w C NG VER PHOLE C ER rRucmoN APPPiOVEO"trAS.,'-'!NO,T,�,P....� loth PlacEBv#e GI RING "4 H, 0 h Pl"*' a'- cq 0 9 99 0e.. :3 w 10 - o L6 I p ( u, N O Acn M -4 270.5 M :n 0 Td'ID 8a 5 fp 0 _ i CB 1 � =3 9 Z . 70 exist' Rim: ?70.36 Invert: 259.7 co WATER **DATUM METER/ ** WATER SERVICE LINE (5- MIN. FROM SIDE 72nd Avenue We SEWER) -ALL- UP6860 SURFACES M Mai`;-108-06 08=34A ROB '',T N. PARNELL, PE 425 41-5095 1, P.02 PRE -DESIGN REPORT SANITARY SEWER GRINDER PUMP CHARLOTTE GARDENS EDMONDS, WA FOR RECEIVED JON KVERNMO HILLCREST CONSTRUCTION CO., INC MAR - 9 2006 P.O. BOX 3121 EVERETT, WA 9812.3 BUILDING DEPT, 425 259-2775 0 BY ROBERT N. PARNELL, PE RN PARNELL CO 4422187T" PLACE SE ISSAQUAH, WA 98027 (425) 643-3560 aJ" MARCH 7, 2006 Mar-08-06 08:35A ROT N. PARNELL, PE 42E41-5095 1• P.03 PRE DESIGN REPORT CHECK LIST SINGLE FAMILY Qualifications of Enaineer: Robert N. Parnell, PE is a civil engineer registered in the State of Washington, license # 19775. He has designed simplex and duplex sanitary sewer pump stations with force main conveyances as well as gravity sanitary systems. Designs include a duplex sanitary sewer and force main for an office building serving 100 people for Weyerhaeuser Company, Enumclaw; several individual single family residences serviced by a 2" PVC force main collector line discharging into a gravity line within the Sammamish Plateau Water and Sewer District; an EPA grant design for simplex grinder pump and force main collector serving multiple single family residences due to failed septic systems along Puget Sound within the Ronald Sewer District; and a duplex grinder pump 2" PVC force main system that discharged into a 8" DIP main line sanitary sewer force main for the Washington State Patrol Station, Marysville, WA Experience includes design for domestic and fire water, sanitary sewer, and storm water systems for single family, multifamily, commercial, and industrial use. Topographic Services Area Map: Topographical limits of pump station service area. The attached map provided by Hillcrest Construction Company, Inc. illustrates the residential lots to be served by the grinder pumps, force mains to serve lots, and the location of the gravity system. Each grinder pump lot, Lots #3, 4, 5, & 6 have individual 2" HDPE force mains that discharge into the 8" gravity sanitary sewer. Length of force main varies from 36 feet to 155 feet. Property boundaries. Each lot with property boundary is shown on the map. 160 Year Flood Plain line. The site is outside the 100-year flood plain line Location of nearest sewage collection system piping. Location of 8" gravity sewer main is shown on the map and is the manhole located within the 5-foot wide utility sewer easement on lot #3. Location of sewer stub that the force main will connect to. This location is the manhole located within the 5-foot wide utility sewer easement on lot #3 and then discharges into SSMH#2. Location of water service to the house(s). Water meter locations are shown on the map. Sanitary sewer force mains (7' dia. HDPE) will be under the water meters and home service lines. Location of house(s) with water service lines and side sewers to be provided by contractor. Separation of water and sanitary sewer lines to meet health department codes such as 10-foot horizontal separation and sanitary sewer line to be under the water line by at least 18" when crossing. ECEIVE® MAR - 9 2006 BUILDING DEPT. Mar-08-06 08:35A RO T N_ PARNELL, PE 42!*41-5095 P.04 Design Calculations Present, design, and ultimate water fixture counts and their associated flows. Each new single family home is assumed to have three bathrooms totaling three toilets, four bathroom sinks, three showershubs; kitchen with sink, .dishwasher, garbage disposal, and laundry room with clothes washer. Outside hose bibs will not be connected to sanitary sewer system. Associated flows indicate bathroom units are 8 gpm, kitchen sink with food grinder is 3 gpm, dishwasher is 2 gpm, cloth washer 2 gpm. Maximum peak sanitary sewer flow is estimated at 3 x 8+3+2+2 = 31 gpm. Average daily flow from a typical residential dwelling is about 50 gals/capita/day. For a family of four, an estimate of volume is 200 gallons/day per residence. Proposed grinder pump curve and system curve. Hydromatic curve for HPGR is attached. Pump station hydraulic computations: (see attached calculations) Pump cycle time ( minimum twice daily) Wet well capacity (165 gallons) Flushing velocity (2.5 ft/sec min) Force main hydraulic losses (various based on static head and FM losses) Minor Hydraulic losses due to valve and fittings (Assume 2 foot head loss) Net positive suction head (Yes vacuum not created) Sump basin anti -flotation calculations Provided by manufacture Soil Bearing pressure: Assume 2000 psf Electrical Power Requirements 230 volt single phase 15 Amp dedicated circuit Other applicable calculations (Provided as requested) Additional Submittal Requirements checklist Manufactures data, drawings and details for preassembled grinder pump station and instrumentation clearly indicating compliance with all specked requirements. (Catalog cut sheet attached) Documentation of source of supply and or repair located within 24 hour delivery time. ( Supplier name ) Drawing showing location of pump station, discharge line, connection to sewer main, cleanouts, fittings, and alarm panel '(audio and visual) etc. (see attached site map provided by developer/contractor) Grinder pump to be located at least 5 feet away from structure and within 15 feet of a home hose bib. Alarm panel to be located outside of home along side of home visible from street. Power from home electrical box on dedicated 120 volt 20 amp circuit with buried line located in non-metallic casing. There will be a 4" clean out between home sewer line and the grinder pump. The 2" HDPE force main is already in place and is shown on the site map adjacent to the road within a 5 foot sanitary sewer easement. MAR - 9 2006 BUILDING DEPT, Mar-08-06 08:35A ROB N. PARNELL, PE 42E*41-5095 P.05 aei-fh��,,e4v 77-IE C*'4 �D AE;Al S I 1W, Ao Lo U $0 Elm Aq 7 7vy vA- - Vo i- ij m w- CTfq 'T).ECEIVED MAR - 9 2006 7 ZZ BUILDING DEPT oz 4>0 5 �z" /4 (7 OPCC4 /oA/AC 77 4 71maFs mot P,�;��Tlor,3s DA I toy r-ve- r �. #2 B #24 INSTALL 6 CAIr \ -A AND MUST BLOCK\ SS FM / Wm r i 1 r FD IE=174.00 ! �2 ' \ I ► i '+� IN - a �I---S' UTIUTY/SEWER EASEME ! i , _ O'00'00"E r F.D.=180.00 1 r 1 1 F.D.=180 00-, \ 1 1 SSFVA SSMH #2 / 5' CONC. / SIDEWALK / WM D.--'i64.00 � DRIVEWAY CUB (E226) TYP I \ \ MH-#L _200\ A P E,IP JAB 19 M" r�E \ • \ G DEP��T ILDIN CITY OF r:D,e,•., - TCH EXI$T.. 4 : ,w�� NEW SS STUB ,� � � o�` i � IE 190.00 i ASP ALT WALK. \ r Mar-08-06 08:35A RO T N. PARNELL, PE 42 41-5095 P.06 INSTAL. SPLIT RAIL FENCE (2 PAILS) `• 0-13 yam, ,�• rri,ir, s. tB'-b' � •. � .� \ \ • QFI-. j1 it 7, +'7 � \ \ \ 1 CB 2 r` 1 ~� 121A STALL A►G 1.7 THRUST BLOCK \ 1Is - - Flrl / J ! J i ti FO IE-174.00 1 l I fr- 76 ! ! r J ! FM :'.z:.afBo.QD o I 1 I t f J •.D. f 80.�1 j8y\ ._ SSMH 02 -5 coNc. S WALK Wm DRIVEWAY CUj -, (E226) TYP db JL 200 MAR •- 9 2006 BUILDING DEPT. Mar-08r06 08:36A ROf ,N. PARNELL, PEN`J 425W1-5095 P.07 Pt;E 03/ 13 01/1.5/2089 15;58 4257439244 UNITED PIPE Semon Ringo Page 102 DXed MU =0 kveresft JW 19" C�rlrrle RPM_ 3300 An P++hva Win+ o s ce beW qf toGK"ft aoppdrafon � tj a .� paVWGIp AM agve Wr1R PMrlbnri9np� cu" am tom on am-m I tip * th dear water at nr F. &no 12M Ibe! ae @Wv*lof, Imp M1rDges�ATIC • RECEIVED cawnra.r, er snv�a, CP*, m": MAR - 9 2006 BUILDING DEPT. bd 90Sl-g95 (09c.) o:) aa2atc aH etT:Ti St) LT uer Mar-08-06-08:,36A ROB -N. PARNELL, PE _ -- 425W1-5095 P_ 08 51/17/2906 09:39 42574392a4 UNITED PIPE PASE 02/08 .AIK.dNDIC eo P tv�r ro u�rsm�nr��v,� � s.�G 24" 170ERGLASS BASINS 4-100 X4GB-2 82iIIdd C49 24 Xpz&900 47 CAL t 044X080"100 GBQOXQMQD0 GGaX08Da00 69 GAL ISM o txW8-10o -0 G"X09�0D GO.24X=4w 71 GAL leiss ($24XO42-100 GB�34X042.4D0 t,1"x046 w 82 GAL M Los G1324XoW100 * . GB4!4xC*= 0 asaxo4saw 94 CAL A$= mWXaW00 GB24xD84,= GBNNX06440D 1W GAL Ma G8-24XND100 13B-24XQ60%= * 0"4xMD400 116 m 30tffi GB 24X 088-t00 08-941(aw 00 wad 9 oes•30D 12D ak 33um CaB-24x072.100 alp GO-ft)(472,2DD * G84tX072.900 141 GAL Am 0844X078.100 C,84Q%GX07DM 6"X0704I00 139 GAL 39LBS rye x oe4 p �MMXRKM AL G6,24 X 01M VD IN GAL wli�- 63 US M44x09De00 4544x090mo 178GAL @6lBS G8emism +M (i&84 x 09&= 188 GAL 12M GDM X 1024MD (3" X 10e.800 2M G& 77BS GO-24XIOSON GD*4xl0sm 212 GAL 8118G SH01t4On G8,24XJ%§W ZN GAL ScLBG 09,Q4 x 17D.EAo GaeC X 1203D0 mg GAL Nam G8,04X IM2o0 0924 x 12M 247 QAL 86I.Bv4 GO-04X I32-M s" x 132-wo ese GAL 99t8s 001-24x 1304M GBedx 136-M 2" CAL 104LUS 68-24 X 1"4 = 0844 X,144-WO 202 G& 1081BS W24X 19047M M24X 1604W 204 GAL 1saus G8-24x 158=9rp0 GO-24 x 159.3m SM a4L Min c"XIGLI-m GV-0X184,3pp 317QAL 16RLe8 6""180,20o 0844XISR- D 20GAL "We G844 X 1742DD 48-94X 17+W0 sot GAL 17089 0041ox'1eo-i8Do GS-PAX190M 333GIAL. ImLes G&M IS rM G9,24X18&3W 384 GAL 18Bt8G 0044XI984M =a OAL 1"La W-24xPOS-no 4m GAL MUDS rs-sx210200 GBaaX210,3W 411 GAL MOURB Ge'ux218-20D (3"X216am 423QAL 276LBS G024X282-20o comxz*m 4u sk ' a2m 084IX22440 G6{24x229-m 441 GAL m1B6 G2.74XMIM 0"X23aapo 458GAL 934LBS 00-24)t240-M as-tX?e0.3L10 470GAL. mm * STUCK ry8k G CAN 0E Smpppo Vv{1 M 48 MDVAS FpjCM FeCapr Oa ORCFIA sA6 M W"MASS AN0AMAT FLANGE ADD 15 Las To VA30k T &'k MvS WOQXL fMADAr RANGE ADD $ L-BS TO I4 IT e MAR — 9 2006 BUILDING DEPT. sosL-ess (osel 0.1 �Jg2eer QN '?'It' so /-I Uer Mar-08-06�08:36A RO N. PARNELL, PE �. 42 41-5095 P. 09 01/161200S 15,50 4257439244 D ICd OaM 20di supftsft Aft-m UNITED PIPE eleetrieal O� MODEL± HM—5randord Grinder Pmps PAGE A2/13 R.P.M. 745i� MOTOR TYPE ENCLOSM. OIL COOLED �rDUCT1ON CAP START MOTOR DES AN NEMATYPE CENU L WSUUMON CLASS g STATORyamiNG CLASS F 13pr. MAP—AW StATOR TEMPF-RATURE t/OLTAGE VXERANCE 90 1 1 1 J 1 1.0 1 10-L -'--Fl-1—.9T 3.2 IFir Mbh* ATW" Z-d 305L-Piss (09E) 00 .�eaa�E BH RECEIVED MAR - 9 2006 BUILDING DEPT, OIT;" JD Li uer Mar-08-06 08:36A ROB T N. PARNELL, PE 42 41-5095 P . 10 0..11312M I9: u 025743124a DdWW Page -NI ftW2101 LWITED PIKE J MODEL: HIOR — Sfto&M CoiRder Pumps Wt3nieet Dww DISCHARGE S� 1/• Ni�T IMlDE LER TIPS SB N 6 VAHE CAME LEW r tS 9TANIDARD PAINT PAINTED AFTER ASMBLY. DARE CNAWL, CWE COAT, AIR DRIED, MAXIMUM LIOUlb 140"F MAXIMUM STATon c7L (RASH POINT 3wp NEAT SMWR CP*m 257'F MAX./238•F MIN. Clued 194•FMAX./I40'FMIN. Tedwiffa1 boun POWELOR YPE SOWMC uv-A VMTER RESIPAN T MV. 60-C cusmG CAST IRON AS Tta A-40 CLASS 30 CAST IRON f 4nM i-Ci,AM20•o � SASS I365�v A81W HM44M NALOX ayp SED WTTI( BRANZE sCUTTERS Slatlo"W 440C STA114 W5 STEEL HARDENED 'It) 5W ROCKVXLL C VPDOF (AMOX -"W STAINLESS SML HARDENED TG 58 a ROCKWELL C g Low®► (It dials 440C STAINLESS STEEL HAROMW To 55-BD RCCItwEI.L C NOTDR 3NART 4%6 STANLESS STEEL tiARDWA%i 300 SERIES STAINLESS STEEL -V-.b Nw 9UMA N 1AECHAMCAL SEALS SWWWO- SOME CAt4,90N1I±ERAMICIBUNArN Ty - UPPER BLARING Lt ROW BALL BB03 & 21 LO *R REARM (RADIAL) $IIVG. ( WUM SWQLE NOW BALL M ► os. a. IV Br.1AMaa I_rfW I An MA I� 1"DIRONA7I0 C PAGE 06/13 RECEIVED MAR - 9 2006 BUILDING DEPT, o, aa�aer EH e T "I T 9D / i uer DWELLING 5' MIN 2' -+ C GRAVITY FLOW FROM DWELLING PROPERTY OWNER PUBLIC RIGHT-OF-WAY PUMP CONTROL PANEL PROPERTY LINE /— LOCKING 1 AMPHn1 r rnvco GRINDER PUMP ASSEMBLY FINISHED GRADE 3' MIN COVER FORCE MAIN 2' IPS POLY HI-MOL PIPE (200 PSI) GRINDER PUMP SERVICE LINE NOTES 12" PVC SLEEVE 6" RISER 6' WYE AND 45' AND 1/8 BEND �I I TYPICAL SIDE SEWER SEE DETAIL 'A' I FOR CONNECTION IN THIS AREA ROADWAY GRAVITY SEWER MAIN I PROPERTY OWNER I PUBLIC RIGHT-OF-WAY GLUED MAINORCE _\ f 6' SDR 35 PIPE I. WRAP AND TAPE 12 GAUGE TRACER WIRE EVERY 10' TO THE FORCE MAIN. 2. THE LOCATION OF THE STUB SERVICE TERMINATION SHALL BE MARKED BY THE CONTRACTOR WITH 2' X 4' TIMBER EXTENDED VERTICALLY FROM THE PLUG END TO A MINIMUM OF 3' ABOVE THE GROUND SURFACE. A 12-GAUGE GALVANIZED WIRE SHALL BE ATTACHED TO THE TIMBER FROM END TO END. NEITHER THE WIRE NOR THE 2' X 4' SHALL BE ATTACHED TO THE SEWER PIPE OR PLUG. THE EXPOSED PORTION OF THE 2' X 4' SHALL BE PRE -PAINTED TRAFFIC WHITE WITH THE WORDS 'GRINDER PUMP SEWER CONNECTION' STENCILED ON WITH BLACK PAINT. THE END OF THE 2' X 4' SHALL BE PRE -MARKED IN PERMANENT INK WITH THE LENGTH OF THE TIMBER INSTALLED. 3. GRINDER PUMP VENTILATION SHALL BE CONNECTED TO THE HOUSE SEWER VENTING SYSTEM, PER NFPA CODE. IC90-199IJ 6' SDR 35 SPIGOT (W/ 6' GASKET) X 4' SCH 40 HUB /4"' X 2' SCH 80 SLIP X THREAD BUSHING 2' BRASS MIP X IPS COMPRESSION FITTING WITH STAINLESS STEEL INSERT DETAIL 'A' CITY INSPECTI❑N REQUIRED PRI❑R TO BACKFILL C-1-TY D:F:..-E-D:M:O:.N�D. REVISIONS STAN DAR D DETAIL APPROVED BY DATE A GERM 6/16/03 GRINDER PUMP SERVICE CONNECTION TO GRAVITY SEWER MAIN A GEMT 6/23/03 DATE SCALE DWG NO. 5/9/02 NTS E6.9 G-itical Areas Checklist 9-7 Site Information (soil sltopography/hydrology/vegetation) ?' �L i. Site Address/Location: ,AW645Kr qD • 10209 - 10ft- W • tVMOMV7, �'(PD2-6 2. Property Tax Account Number:. 6+15 000 - 004 -00 - of 3. Approximate Site Stze'(acres or square feet): 13, 6,00 ew 4. Is this site currently developed? yes; no. If yes; how is site developed? 5. Describe the general site topography- Check all that apply. Fiat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). _�.. Hilly: slopes .present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater .than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: NO ; Approx. Depth: 7. Site contains areas of seasonal standing water: No ; Approx. Depth: What season(s) of the year?. 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? t/ Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed ✓ urban landscaped (lawn,shrubs etc) _ 11. Obvious wetland is present on site: . p For City StalT Use Only 1. Site is Zoned? R s— I ti 2. SCS mapped soil type(s)? �„/o� 1 Ur�o��i✓ 4,4k-/d+ 3. Wetland inventory or C.A. map indicates wetland present on site? Al 6 4: -- :-..Critical Areas inventory or C.A. map indicates Critical Area on site? 5..' Site within designated earth subsidence `landslide, hazard area? /1/D 6. Site designated on the Environmentally Sensitive Areas Map? Ygs, S� tep S�opes DETERMINATION ` `STUDY REOUIRED WAIVER Reviewed by: Plan&r CONDITIONAL WAIVER 03 Date. , S'FPA w� �l be r�a�,red .r 0S,+ ,4,0"e,✓4 0 City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Ball (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, • RCCEIVED MAR 17 1997 PERMIT COUNTER and submit it to the City. The City will review the checklist, make a precursory;site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel. with enough detail that City staff can find and identify the subject parcel(s)_ In addition, the applicant shall include other .pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site_ I have. completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: pw �MAz1I-YN 7D- Name KO *111Y AcvvO� � - APJ44g - TV IIo20Q - 70'V •PL,. .1Av Street Address I�VwmpD ' VWNC �SOLb City, State, ZIP Phone Signature Date Applicant Representative: 40VW W_ I tuap Law Name lbZOZ - 7LND AJ9 • W. Street Address t5pMoNp'51, u1k G A92-6 - 746--bf-" City, State, ZIP Phone e� 3. /7. ' 4Sia+tur Dale CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.d.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT In C. 1890 Planning • Building • Engineering July 18, 2006 Mr. Wayne Lennstrom 16233 72nd Ave W Edmonds, WA 98026 RE: Remove fence from around the on -street turn around on 72"d Ave W Mr. Lennstrom; GARY HAAKENSON MAYOR This letter is a f6llow up to our conversation a few weeks ago with regard to the fence you installed around the on -street turnaround on 72nd Ave W. The turnaround, located within the City right-of-way is for vehicle turn around only, and as such, the fence will need to be removed to allow full unrestricted use of the turn around. Please remove the fence around the turn around by July 28, 2006. It is my understanding that some residents in the area are using the turn around as a trash pick up point. Appropriate signage will be added to indicate the turn around is for turn around purposes only. Thank you for you cooperation. If you have any questions, please call me at 425-771- 0220 ext 1324. Sincerely, 4tfi Chrisman Engineering Program Manager Cc: street fide ike Thies, Code Enforcement V:\letters\Lennstrom-tumaround fencing.doc 0 Incorporated August 11, 1890 0 attached man j. r ' a�C suttar_, j _, r!"J'j cn the C i) ► of a copy _, i ; ._ . . r tP): ► ,,:: Cf sat;:er stop 11' 1' Back of the House .4 X X 13' `—,45' bend 3' deep X --90' bend going down 4' deep 1—Y4" PVC SCH 40 370 psi Back of the House 72ND AVE W m A/ �� of Eqo� CITY OF EDMONDS WATERLINE AS —BUILT O ADDRESS SCALE 16233 72ND AVE W NTS - m HOMEOWNER CONTRACTOR HILLCREST HILLCREST DATE DRAWN PERMIT 3/1 /2006 BY I. ABILA NO, 2005-0179 InC.1890 Oct 13, 2006 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.ci.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering Mr. Wayne Lennistrom 16233 72nd Ave W Edmonds, WA 98026 GARY HAAKENSON MAYOR RE: Recycle/trash enclosure fence in the City right-of-way at 16233 72nd Ave W Mr. Lennistrom; This letter is a follow up to our issue with the trash enclosure in the City right-of-way there on 72nd Ave W. As you know, initially we required you to remove the recycle/trash enclosure, but after some confusion, delay and discussions with the staff members, our latest position is, the enclosure may remain as located. However, you will be required to obtain an encroachment permit since the fencing and curbing is in the City right-of-way. You can pick up an encroachment permit application here at City hall. One of the permit requirements the permit is to obtain insurance, and the permit will be recorded against your property. Please submit the encroachment permit by October 23, 2006. Although the encroachment permit allows you to leave the fence and curbing within the right-of-way, if it becomes a safety issue or is not properly maintained, the City can revoke the permit at any time. If you have any questions, please contact me at 425-771-0220 ext 1324. Sincerely, Lyle Chrisman Engineering Program Manager Cc: street file Mike Thies, Code Enforcement V:\letters\Lennstrom-encroachment fence permit.doc Incorporated August 11, 1890 Ll • , 1035 7� �3t/� A) /6 �2d 9 -7D P� Gv 44 , 1-7 'o y3' ■ 7V P35O • Sir wav �i9,esorr� ENGINEENNG HLE COPY 24 HR. NOTICE REQ. FOR INSPECTION D AS NOTED APPROVE 'BY ENGINEERING ate: �� O� 1035 7� �3t/� A) /6 �2d 9 -7D P� Gv 44 , 1-7 'o y3' ■ 7V P35O • Sir wav �i9,esorr� ENGINEENNG HLE COPY 24 HR. NOTICE REQ. FOR INSPECTION D AS NOTED APPROVE 'BY ENGINEERING ate: �� O� 0 10 -Traffic control set-up for minor encroachment PROJECT'S TIMELINE AND PROPOSED HOURS OF OPERATION: • Timeline - Up to 30-days past the issue date. • Work Hours -The entire project area will be conducted from 7:00 AM tr as specified by the Inspector. v- (pfv---- Ali) Q L) 1-0 ND KDE-e-A-L ACOLI-54, Traffi c Control Plans OOZ A 1 The standards and "bidgif6f-the latest version of the MUTCD or as set-up per 1 4 Code shall be folloWe&VA'11.1times. 2. A copy of the Permit arid -Traffic Control Plan 'shall be on -site with all "X contractors during the'--Ir6'Jqc*t.-,; 3 3. All contractors will aV:*6`id,-1Ygiking on sidewalks and shoulders and will take the 3 lane and follow the pr6p&!tfAffic control set-up for the given situation. A Pedestrian access snalli sites. 'S A FC- CY 5. Please find attached; , th4 sites that will be encobA AS 6. Flaggers will be usedoh inadequate to warn and the project. 7. If situations occur whiffi-i solution will be deteffiiiiii and the Inspector. If curb and gu I ieo • Filter bags will be pla, • Small check dams of, gutter upstream of the comcas. Lamed through or detoured around all work tic control plans for the various types of work kduring our project. ,,n all other methods of traffic control are drivers. Only licensed flaggers will be used on 3 arise about* proper traffic control set-up the field with the Cbmcast Construction Rep. ject area: sins downstream of work site, and d sandbags will placed within the ()euo!1do) M or Truck Mounted Attenuatot )optional) .,�w,Traffic control set-up for lane closure lit 100, Buffer space FLAGGER STATION 0 • n L.J 0 9 Depth, Cleaning, Containment; Compaction, and Restoration Depth ♦ 36-inch minimum ♦ Compatible w/ other utilities ♦ Shoring required at 4-ft + Pavement Cuts = :. ♦ T-cut 1-ft wider than trench ♦ Neat -line saw -cut or jackhammered edge. ■► All trench backfill shall be mechanically compacted to 95 percent of maximum density using 1-ft loose lifts with, whacker or 2-ft loose lift with:a hoe pack ♦ If proper compaction ta' nn6f lib kfiiev'edv with the ~ native material, new import material is required at the 95 percent rate. ■► As an alternative, CDF can be used in a design mixture approved by the Engineer. Ccomcast CLEANING: All Streets and roads are required to be cleaned and swept both during and after the installation work. ♦ Mechanical Vacuum is preferred method CONTAINMENT: All un-restored shoulders or material storage areas are required to be contained with reflective barricades. All disturbed areas shall be restored to existing or better conditions ! ! ! ! ! ! ! Trench parallel to road: ♦ Shoulder - Match existing surface conditions !► : Pavement - 6 1/2 inches of crushed surfacing material and asphalt concrete Class B at 2- inches minimum or same -thickness if greater.. Trench across road (immediate cold mix patch): ♦ Asphalt - Permanent hot mix patch at same thickness or 2-inches and sealed within 30 days. ♦ Concrete,- saw cut and pored with mastic joints, eight- sack.mix; either type II of III cement, within 30 days. y City of Edmonds Permit No: RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: % �064 A. Address or Vicinity of Construction: B. Type of Work (pe specific): Ci"` O& ,SD i h A I t 4 -e47 l Ynl 011d b ,,r_ Q C. Contractor: COM 4F1_C1'JC— "A / L L Mailing Address: :..� ... CLV e rYTr r w14 cl oZ 03 Sate License #: City Business License #: Contact: IK elrr I&M- GY` Phone: Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project XEUC (P COMCAST, 4fl) ❑ Multi -Family ❑ Single Family ❑ Other "`'=`INSPECTOR: F. PAVEMENT CUT: ❑ YES NO G. SIZE OF CUT X CONCRETE CUT: ❑ YES MNO G. 34 Mail Approved Permit ❑ Call for Pickup INDEMNITY. Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited tothe defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONSt- ♦ Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (17800-424-5555) PRIOR TO BEGINNING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK C Y F THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR , INSPECTIONS Signature: Date: t/o,ff/- 09 or Agent) FO CITY' USE'ONLY ; <Approved;by: f r rwt..�:ac�. _ Rlgfit of way Fee �JQ'J[�/^/�e Time Authorize Void'After / : /' �O DisruptionFee/,Fun'dll`,191 Special Condition nspechon T0ta1Fee: 2 7 :- Receipt-N6Q, Issued'by: - tom. 1. REQUIRED INSPECTIONS: 6,) rz.� P .C'1 all 425-771�0220, Ext 326 for a 24-hour voice -recorded ins ection request line. crI FINAL P QF P T D WORK: _ DATE: snector's Sign re M NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE CADocuments and Settings\CurtisNy Documents\Fomu\Engnmg\ROWpettnit_ doc Revised 10/01/03 i • Consulting Robert M. Pride, Inc. Engineer April 14, 2005 Mr. Jon Kvemmo Hillcrest Construction Co. Inc. 4003 Nassau Place Everett, WA 98io9 Re: Construction Inspection New Residential Construction (Permit No. 2005-0179) 16214 — 701" Pl W Edmonds, Washington 98026 Field Inspection Memo, (Thursday, 4-14-05) Arrive site this AM (l000 hrs) to check installation of subsurface drain system, as per City of Edmonds requirement. Observe that footing and down spout drain lines had been placed, and were exposed for inspection. These systems were separate, and not interconnected in the dwelling area. Footing drains consist of 4 inch diameter "tripple wall" perforated pipe (ASTM F 810), which has been placed with glued joints. Perforations have been placed along the exterior side of the footing "holes down". Drains have been set so that gravity drainage is established toward the north. Understand that washed'drain rock will be placed around and over the perf. Pipe. Down spout drains are constructed of 4 inch diameter, rigid, non -perforated pvc pipe. Connections employ glued joints. These drains have been set above or at the level of the footing drains, and gravity drainage has been established to the north. Above drain systems have been constructed as per industry standards, and are considered acceptable to this office. W.L. Bicket, L.E.G. Engineering Geologist Robert M. Pride, P.E. Principal Geotechnical Engineer 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 Return Address: Richard R. Beresford 145 Third Ave. S., #200 CONFORMED' Copy Edmonds, WA 98020 200507010845 9 pGS 07-01-2005 02.23pm $77.00 SNOHOMISH COUNTY, WASHINGTON Please print or tjW information WASHINGTON STATE RECORDER'S Cover Sheet CW 65.04) • Document Tftle(s) (or transactions contained therein). (all areas applicable to your document must be filled in) 1. Declaration of Sewer Easement Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name, first name, Initials) ---f 1. Hillcrest Construction Company, Inc. Additional names on page of document. Grantee(s) (Lag name first, then first name and initials) 1. Christopher Doyle, a single person Additional names on page of document. • Legal description (abbreviated: i.e. lot, block, plat or section, township, range) Lot 4 of Westmont View Division No. 2, according to Plat recorded in Volume 36 of Plats at Pages 24 and 25, in Snohomish County, Washington Additional legals are on pages 6 and 7 of document Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned 0064 9500 0004 00 The Auditor/Recorder will rely on the information provided on the foam The staff will not read the document to verif Y the aocuracy or completeness of the indexing information Provided herein. I am requesting an en wgenc'y nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise ob== some part of the text of the onpial docum it ;iN Return Address: Richard R Beresford Beresford Booth, PLLC 145 Third Avenue South Suite 200 Edmonds, WA 98020 Document Title(s): DECLARATION OF SEWER EASEMENT Assessor's Property Tax Parcel I Account Number: 0064 9500 0004 00 Reference Number(s): None Grantor(s): Hillcrest Construction Company, Inc. n U Grantee(s): Christopher Doyle, a single person • Legal Description: Lot 4 of Westmont View Division No. 2, according to Plat recorded in Volume 36 of Plats at Pages 24 and 25, in Snohomish County,Washington. DECLARATION OF SEWER UTILITY EASEMENT Pro gy Qmmers and Legal Descriptions of PropgM Owned: PARCEL 1: Owner of Record: Hillcrest Construction Company, Inc., a Washington corporation Legal Description (Burdened Parcel): Situate in the County of Snohomish, State of Washington. Tax Parcel No.: 00649500000400 PARCEL 2: Owner of Record: Christopher Doyle, a single person Legal Description (Benefited Parcel): Situate in the County of Snohomish, State of Washington. Tax Parcel No.: 00649500000500 THIS AGREEMENT is made this day of June, 2005 between Hiflcrest Construction Company, Inc., a Washington Corporation hereinafter referred to as "Grantor," and Chnstonher Doyle, a single person.,hereinafter referred to as "Grantee". The Grantor, for and in consideration of mutual benefits to be derived, hereby grants and conveys unto the Grantee the following easement: A non-exclusive SEWER UTILITY EASEMENT across, along, -in, upon, and under the Grantor's property described below for the purpose of constructing, reconstructing, operating maintaining, and repairing the sewer utility line(s) and appurtenances attached thereto, but specifically excluding sanitary (side) sewer service lines between the cleanout and the structure being served, together with the right of ingress and egress from said property and across adjacent property of the Grantor for the purpose of piling dirt and providing trench stabilization during the construction, reconstruction, operation, and 'repair of the aforesaid improvement or facility. The SEWER UTILITY EASEMENT is over and across a portion of land situated in the County of Snohomish, State of Washington, and legally described on Exhibit A attached hereto and incorporated herein by this reference. The easement area is further depicted on Exhibit B attached hereto. This easement is granted subject to and conditioned upon the following terms, conditions, and covenants: The Grantor and the Grantee shall at all times conduct their respective activities and all other activities conducted on Grantor's property so as not to interfere with, obstruct or endanger the usefulness of any improvements, or other facilities, now or hereafter maintained upon or adjacent to the easement, or in any way interfere with, obstruct or endanger the Grantor's or the Grantee'.s use of the easement. 2. Upon completion of any construction, maintenance, repair, or work on the Easement by the . Grantee, its agents, employees, and contractors, the Grantee shall repair, replace and restore all grass, landscaping, trees, fences, water and/or irrigation pipes, asphalted, concrete or Paved surfaces and any other improvements located on the Easement, orthe adjacent property of the Grantor that may be damaged or disturbed in the prosecution of any work by the w Grantee or the Grantee's Agents and shall otherwise restore the surface condition to the same or substantially the same condition that it was in prior to such work by the Grantee so that Grantor may have free and unobstructed use thereof, subject to the rights of the Grantee contained herein. 3. Notwithstanding the preceding condition, the Grantor hereby authorizes the Grantee to cut, trim, and remove any and all brush, trees, and other vegetation or debris, which, in the Grantee's reasonable judgment, constitutes a hazard to the normal use of the sewer utility line(s) and appurtenances attached thereto within the easement area, along with the right of access for such purposes. • 4. The Grantor agrees that title to all brush, trees, and other vegetation or debris trimmed, cut and removed from the easement pursuant to this Agreement, and where all brush, trees, and other vegetation or debris trimmed, cut and removed from the Grantor's land, pursuant to this Agreement is vested in the Grantee, and that the consideration paid for conveying said easement and rights herein described is accepted as full compensation for the exercise of any said rights. 5. The Grantee does release, indemnify, and promise to defend and save harmless the Grantor, its officers, employees and agents from and against any and all liability, loss, damage, expense, actions, and claims, including costs and reasonable attorney's fees incurred by the Grantor, its officials, employees and agents in defenses thereof, asserting or arising directly or indirectly on account of or out of any act or omission of Grantee, its agents, contractors, licensees, 6. This easement shall be construed as a covenant running with the land, and shall be binding upon the undersigned owners, their heirs, successors, and assigns, in perpetuity, or until eliminated by mutual agreement of the undersigned or their successors. 7. The Grantor covenants and warrants that- it is the owner of the property on which the easement is situated; and it has the right to convey the easement interest in the property described herein, and that title of the property is free and clear of any encumbrances that would interfere with the ability to grant the easement. 8_ Grantee shall be responsible for all costs, expenses, assessments, and liabilities which may • arise in connectiod with Grantee's construction and maintenance of sewer utilities and appurtenances within the easement area, but only to the extent that the same serve the Grantee as the benefited property owner. ' = 0, ; . _ 9. Grantee shall crake provisions satisfactory to Grantor for continued access by Grantor along, over, and across the easement area during periods in which the Grantee is conducting construction, maintenance or other activities in accordance with the purposes ofthe easement granted herein. 10. This easement has been reviewed and approved by each of the parties. In the event it should be determined that any provision of this easement is uncertain or ambiguous, the language in all parts of this easement shall be in all cases construed as a whole according to its fair meaning and not strictly construed for nor against either party. Executed as of this date herein above set forth. Grantor: HII.LCREST CONSTRUCTION COMPANY, INC. By: Jon Kvernmo, its President Grantee: 0 ie • EXHIBIT A EASEMENT LEGAL DESCRIPTION: An easement for sanitary sewer utility pipeline purposes, ten feet in width, lying five feet on each side of the following described easement centerline, under and through that portion of Lot 4, Westmont View Division No. 2, according to the plat thereof recorded in Volume 36 of Plats, pages 24 and 25, records of Snohomish County, Washington, described as foilows: Commencing at the northwest comer of said Lot 4; thence S I'47' 5 8 . E, along the westerly line of said Lot 4, for a distance of 21.06 feet to the intersection of the existing sewer pipeline witFsaid westerly fine, the True Point of Beginning of this easement centerline; thence S8�3 "55' 11"E, along said existing sewer pipeline, for a distance of 82.54 feet to a point on the easterly line of said Lot 4 which bears S22°34'59"E a distance of 32.33 feet from the northeast corner of said Lot 4; Located in Snohomish County, Washington. EXHIBIT B. See attached. • •Z m to 0 t� Sd r r i_ 0 EASEMENT LEGAL DESCRIPTION: An easement for sanitary sewer utility pipeline purposes, ten feet in width, lying five feet on each side of the following described easement centerline, under and through that 'portion of Lot 4, Westmont View Division No. 2, according to the plat thereof recorded in Volume 36 of Plats, pages 24 and 25, records of Snohomish County, Washington, described as follows: Commencing at the northwest corner of said Lot 4; thence S1°47'58"E, along the westerly line of said Lot 4, for a distance of 21.06 feet to the intersection of the existing sewer pipeline with said westerly line, the True Point of Beginning of this S easement centerline; thence S83°55'11°E, along said existing sewer pipeline, for a distance of 82.54 feet to a point on the easterty fine of said Lot 4 which bears S22034"WE a distance of 32.33 fixg from the northeast conVr of said Lot 4; Located in Snohomish County, Washington. rz exw�s it . �2�q6 4•� 2a� 03/01/2006 06:22 4252590799 • HILLCREST PAGE 01/02 P.O. Box 3121 Everett, Washington 98213=1121 Office: (425)259-2775 Mobile: (425)870-1178 Fax: (425)2594799 E-mall: Jonkvernmo@verizcn.net To: Jaime Hawkins From: Jon Kvernmo Fax: 425.771.0221 Pages: 2, Including cover sheet Phone: 425.771, 0220 Date: 311 /06 Re: Westmont View CC: ❑ Urgent ❑ For Review O Please Comment ❑ Please Reply O Please Recycle 0 Jaime, After our meeting yesterday morning, I found the sewer easement provisions that serve the property to the east of us. I have made a copy for you to take, and will have it with the permit. Please take it. Also, 1 found that we had a special Inspector look at the subsurface drainage systems (including tightlines and footing drains). I have included his report with this fax It appears that you had also Initialed the permit card. I trust that this will take care of the inspection requirements for these two Items. We will be hand digging to expose the connections to the water supply this morning. I fully expect to have them exposed for Inspection early this morning. I received your message that you plan to be at the site at about 8:30 this morning. 1 also had a conversation with one of your assistants regarding some of the inspection particulars. She indicated that you would come this afternoon. Could you call me on my cell phone to confirm when you will be coming? (425.870.1178) We're looking forward to completion of these requirements. Regards, .Jon Kvemmo 03/01/2006 06:22 4252590799 HILLCREST PAGE 02/02 Consulting' Robert M. Pride, Inc. Engineer April 14, 2005 Mr. Jon Kvcmmo Hillcrest Construction Co. Inc. 4003 Nassau Place Everett, WA 98io9 Re: Construction Inspection New Residential Construction (Permit No. 2005-0179) 16214 — 70ch PI W Edmonds, Washington 98026 Field Inspection Memo, (Thursday, 4-14-05) Arrive site this AM (i000 hrs) to check installation of subsurface drain system, as per City of Edmonds requirement. Observe that footing and down spout drain lines had been placed, and were exposed for inspection. These systems were separate, and not interconnected in the dwelling area. Footing drains consist of 4 inch diameter "tripple wall" perforated pipe (ASTM F 8xo), which has been placed with glued joints. Perforations have been placed along the exterior side of the footing "holes down". Drains have been set so that gravity drainage is established toward the north. Understand that washed drain rock will be placed around and over the perf. Pipe. Down spout drains are constructed of 4 inch diameter, rigid, non -perforated pvc pipe. Connections employ glued joints. These drains have been set above or at the level of the footing drains, and gravity drainage has been established to the north. Above drain systems have been constructed as per industry standards, and are considered acceptable to this office. c W.�� W.L. Bicket, L.E.G. Engineering Geologist Robert M. Pride, P.E. Principal Geotechnical Engineer 13203 Holmes Point Drive NE Kirkland, WA o8034 Phone: 425-814-3970 1 Fax: 425-814-5672 Nov.22 04 01:08p ROBERT M PRIDE ING 425 814 5672 p.1 Consulfing Robert M. Pride, Inc. Engineer �ll02�� — 7•�a , mil/(% November 22, 2004 Mr. Jon Kvemmo I1Mcrest Construction Co. Inc. 4003 Nassau Place Everett WA 98201 RECEIVED Re: Report on Geotechnical Investigation Proposed Residential Project DEC 10 2004 72a Avenue West Edmonds, Washington PERMIT COUNTER RMP Project No. 04-187-ox Dear Mr. Kvemmo, This report presents the results of our recent exploration program at the site. of your proposed residence located at the north end of 72nd Place West in Edmonds. It is understood that the residence footprint has been modified to provide for access off of 7ind Place ins-tead of the loth Place cul-de-sac on the east side of the property. Revised plans for this project were prepared by Lee Kirk AIA dated September 28, 2004, and they were used as a reference for this supplemental report. Our preliminary geotechnical report submitted on June 28, 2004 provided basic design criteria for the residence foundations, and will be superceded by this design report. Site Ines bgation A total of five exploratory test pits were dug on the slope and level pad areas to develop a soil profile under the proposed residence. Maximum depth of these test pits was nine feet, and their locations are shown on the a nached Drawing No.1. Summary logs of the five test pits are shown on Table No.. i. Each of the exploratory.pits dug on the slope showed a thick layer of topsoil and coliuvial deposits within the upper 3 to 4 feet. Below the silty sand colluvial soils were outwash soils consisting of fine to medium silty sands and sands. These glacial Outwash deposits were medium dense to dense and extended the full length of the west facing; slope on the property. Fill soils exist on the upper. 5 to 6 feet of this native slope, and they support the westerly end of the paved cul-de-sac on 70th Place located at the top of this slope. Test pits TP-3 and TP-4 located at the southwesterly corner of the proposed residence encountered fill soils and organic debris that had been buried in an old drainage swale that originated on the west -center of this property. Depth of this organic fill ranged 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-$i4-3$70Fax 425-814-5G72 STrh""EETFILE Nov 22 04 01:08p ROBERT M PRIDE ING 425 814 5672 p.2 November 22, 2004 Mr. don Kvemmo Page 2 from 6 to 8 feet, and the 0 did not extend a$ far as the southwest corner of the footprint. Wow the fill was a thin topsoil layer underlain by colluvial sons similar to those encountered in the test pits on the slope. Groundwater seepage was not found in any of the test pit explorations. Foundatio mmendations On the basis of our supplemental investigation and engineering evaluation of the subsurface soil conditions can this site, there are fill soils and loose colhuvial deposits on this site that will require modifications to the foundation system. Existing full in the old drainage channel that extends into the central portion of the site will require the use of pipe piles along the entire west side of the proposed residence foundation. The remaining foundations that extend into the existing natural slope can be supported by the Outwash soils using conventional bearing wan footings. We have discussed these recommendations with the architect who is in the process of modifying the foundation plans and details. We recommend the use of four inch diameter Schedule 80 pile piles that will hsrve a design capacity of ten tons per pile. These piles must be driven to refusal with an 850# pneumatic hammer mounted on a backhoe. Refusal is based on less than one inch of penetration after three cycles of driving the pipe pile. All piles should be inspected during driving to verify their load carrying capacity. The tops of the pipe piles should be connected with concrete grade beams along the west walls of the residence. Where the structure extends easterly into the slope, these grade beams should be designed for bearing on the native soils at a minimum distance of to feet from the corner piles at the southwest and northwest corners of the residence. Foundations placed in direct contact with the medium dense outwash sandy soils should be designed for an allowable soil bearing value of 2000 psf. This value May be increased by 2/3 to account for temporary seismic or wind loading. Settlement of these foatutgs should not exceed one inch, and a majority of this settlement will occur during construction of the residence. Retaining Wald Concrete retaining walls will be constructed around the easterly side of the residence where it extends into the slope. Design of these retaining walls should be based on active earth pressures of 35 pef and 55 pef for level and sloping backfill conditions, respectively. It is anticipated that the north and south walls of the house will have level backfill, while the east walls will be supporting the rear slope that rises up to the street. 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax; A25.814-5672 Nov 22 04 O1:O8p ROHERT M PRIDE INC 425 814 5672 p.3 0 November 22, 2004 Mr. Jots Kvemmo Page 3 Resistance to lateral loads can be provided by passive earth prw.%ure, and if necessary friction between the bottom of footings and the underlying native soils. A passive value of 200 pef may be used for footings or retaining walls in direct contract with compacted backfill. A friction value of 0.3 may be used in conjunction with the recommended passive pressure. It is assumed that these retaining walls will be designed as a cantilever and not as braced walls. For braced conditions the east walls should be designed for an at rest pressure of 75 pef Temporary Slopc_Enm ations Construction of the retaining walls will require temporary slopes to be cut into the colluvial and Qutwash soils. For these slopes that may be on the order of 10 to 14 feet in height, it is recommended that they be cut at a gradient no steeper than 1H:]V. If the height of the temporary cut exceeds ten feet, it is recommended that eco-blocks be placed at the toe of the slope against a slightly inclined backeut. These blocks may remain in place as part of the baekfill, or be removed and replace with compacted baeldill. All temporary cut slopes should be covered with plastic sheeting and tied down with sandbags during the winter months. Fallowing completion of the retaining walls a 3 inch Perforated subdrain pipe should be installed that is embedded in drain gravel and wrapped with filter fabric. The exterior below trade retaining walls should be protected with Miradrain to prevent moisture migration into the living spaces, and to direct subsurface seepage down to the subdrain. Discharge of the subdrains and footing drains should outlet into an approved storm drain or to the street. ErosiotL�trol Construction on this site will require installation of silt fencing around the lower three sides of the building pad area, and placement of quarry spalls from 72ad Place into the driveway access ramp. Storm water runoff is not expected to be significant from the slope because of the presence of the upper loose sandy colluvial soils which will absorb most of any expected rainfall. The lower level portion of the site consists primarily of well -compacted silty fill that will produce most of the site runoff. The silt fencing should be anchored at the base with onsitc Qutwash sand soils to act as a filter for storm water runoff to be directed toward the natural drainage course at the north end of the property- " ummary We recommend that we be retained to review those portions of the plans and specifications that pertain to foundations and earthwork to determine that they are 13203 Holmes Point Drive NE W*Jand, WA 98034 Phone: 425-814-3970 Fax: 425-814-5072 Nov 22 04 01:08p ROBERT M PRIDE ING 425 814 5672 p.4 .. 0 • November 22, 2004 Mr..Ton Kvemmo Page 4 consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are similar to those encountered during our field exploration. Should conditions be revealed during construction that differ from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Field constructions services should be considered an extension of this initial geotechnical investigation, and are essential, to the determination of compliance with the project drawings and specifications. Such activities would include site and slope excavations; excavations for foundations and retaining walls; pipe pile installations; subdrain installations; and fill placement and compaction. The conclusions and recommendations presented in this report are based on 1) our interpretation and evaluation of soil conditions on the site, 2) confirmation of the wMal subsurface conditions encountered during construction, and S) the assumption that sufficient observation and testing will be provided during Appropriate phase-s of the work our findings and recommendations of this report were prepared in Ucc0rdan(= with generally accepted principles of geotechnical eAgineering as practiced in the Puget Sound area at the time this report was submitted. We make no warranty, either express or implied. Please call me if there are any questions regarding the findings and recommendations of this report, R 4..i 1 �14 M1 �•`�a �yI` �� obert de, . E. Principal Geotcchnicallrvt,ir%r : `,. ; dist: 0) addressee W Lee Kirk, AIA [x�tAEs < enel: Drawing No.1 Table No. x rmp: Hillcxw.tstRP- id2 13203 Holmes Point Drive NE Wridand, WA 9W34 Phone: 425-8143970 F= 425.814-5672 Nov 22 04 01:08p ROBERT M PRIDE INC • 425 814 5672 • p.5 70[h P18ee Weal t )+ / i I J � � 1r. .. ter- _.. � .. �� • 283+ ne op 171 driveway T 2" .__. Ret Site Plan by Lee Kirk AIA for the- Hillcrest Edmonds House on 72"d Avenue West SITE PLAN Proposed Residence - Pmjeet No. 04-18741 72 Avenue West Edmonds, Washington Ma"'mg No. � Rabert M. Pride, Inc. +Constd ' eer Nov 22 04 01:08p ROBERT M PRIDE ING 425 814 5672 p.6 P .. • TABLE NO. 1 Test Pit No. 1 — SE Corner 0.0 — 3.0 ft Topsoil with heavy organics; silty sand, loose, moist, brown; 3.0. — 4.5 ft Silty Sand Outwash deposits; medium dense, moist, brown; Test Pit No. 2 — SW Corner 0.0 — 2.5 ft Topsoil and organics; silty sand, loose, moist, brown; 2.5 — 4.0 ft Sand and Silly Sand Outwash deposits; medium dense, moist; Test Pit No. 3 — West Side 0.0 — 8.0 ft Fill; Silty sand and sand with heavy organics, tree limbs and debris; 8.0 — 9.0 ft Sand and Silty Sand Outwash deposits; medium dense, moist, gray and light brown; no groundwater seepage; Test Pit No_ 4 — NW Comer 0.0 — 6.0 ft Fill; Silty sand and heavy organics with tree limbs and debris; loose, moist; gray brown; 6.0 — 7.5 ft Sand and Silty Sand Outwash deposits; medium dense, moist, brown; no groundwater seepage; Test Pit No. 5 — North Side 0.0 — 3.5 ft Topsoil and heavy organics; Silty sand; loose, moist, light brown; 3.5 — 6.0 ft Silty Sand and Sand Outwash deposits; medium dense, moist, light brown and gray; no groundwater seepage; fhc.1890 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS. WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: v ww.d.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering April 25, 2005 Jon Kvemmo PO Box 3121 Everett, WA 98213-1121 MEMO TO: Puget Sound Energy Edmonds Fire Department Verizon Northwest Edmonds Police Department SNOCOM Police and Fire Dispatch Edmonds Utility Billing SNOPAC Edmonds Public Works Snohomish County E911 Edmonds Building/Street File U.S. Post Office Edmonds Address Files Snohomish County Assessor's Office Snohomish County Information Services Lynnwood Disposal Snohomish County P.U.D. Comcast Cable GARY HAAKENSON MAYOR This letter is to inform you of an address correction. Please change the following: From 16214 70`h Place W To 16233 72"d Avenue W We apologize for the inconvenience this may cause you and greatly appreciate your cooperation. Occupancy: SFR Tax ID Number: 00649500000400 Subdivision: Westmont View 2 Lot #: 4 If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison Cci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, clV(.arie 97arrisotr Senior Permit Coordinator Edmonds Building Department ✓d _ ON ► r-l-I O M sxoHoMIsH CoUNr.PmwAs�,��.oN Docu 7ntVUJ/ Title(s) g", � Reference Number(s).of Related Document(s) Additional Reference #'s on Page Gtrraaritor(s) Additional Grantors on Page Grantee(s) 1 LIC Additional Grantees on Page_ Legal Description (abbreviated form: ie Lot/Block/Plat or Section/Township/Range) LJ z1 U S�Lj 4, D 7, , 2 - 1/-a /- � �. P. i. (? 4 w- .2 �- Assessor's Property Tax Parcel/Account Number Complete Legal on Page Additional Parcel #'s on Page _ The Auditor/Recorder will rely on the information provided on this form. The responsibility for the accuracy of the indexing information is that of the document preparer. STATEMENT ON ACCESSORY DWELLING UNITS Property Address: _16214 70`h Place West - Edmond s, Washington Legal Description: _Lot 4 of Westmont View Division No. 2 according to Plat recorded in Volume 36 of Plats at Pages 24&25, in Snohomish County, Washington Assessor's Parcel Number: 00 6495 0000 0400 I have read the requirements for accessory dwelling units contained in Chapter 20.21 of the Edmonds Community Development Code (ECDC) and understand that an accessory dwelling unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit Permit is approved. I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all the criteria in Chapter 20.21 are met, and all the necessary items are submitted, including an affidavit of occupancy and a covenant to be filed with the Snohomish County regarding the regulations imposed on Accessory Dwelling Units. Property Owner Signature:(16,, Property Owner Name (printed): (Hillcrest Const. Co., Inc.)Jon Kvernmo, its President Date: �- 7 LOS— STATE OF WASHINGTON ) COUNTY OF SNOHONHSH) �o �ti�SS10N fXp�9F� NOTARY PUBuc T 8-13-2008 /k FpF WA�� I certify that I know or have satisfactory evidence that Son Kyt r n , i signed this instrument and acknowledge it to be his/her free and voluntary act for the uses and purposes mentioned in this instrument. Notary's pressure seals must be smudged. Dated: a -7/os Signature of Notary Public:00-OL Residing at: Irn 01 k ` CO My Appointment Expires: a 13I'D THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR. ADUstatement.doc