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21232 92ND PL W.PDFiiiiiiii lill 9030 21232 92ND PL W City of Edmonds Permit No:_0 04� 7 .-A RIGHT-OF-WAY CONSTRUCTION PERMIT issue'a D te: A. Address or Vicinity of Construction: B. Type of Work (be specific): 6um lr?�N mgmj V��. %/ or- P�r " , .1 C. Contractor: D r c Mailing Address: '3 L4 .7 0 R' 0 V State License #: (�) 0 V� A 1 0 k 5 M C1W_ D. Building Permit # (if applicable): ) -n n 1 -0 \ 3 'k Contact: tA Phone: Liability Insurance: Bond:$ Side Sewer Permit # (if applicable): E. Commercial Subdivision City Project E] EUC (PLID, GTE, PSE, CHAMBERS, OVWD) Multi -Family Single Family F] Other INSPECTOR - I F. PAVEMENT: F] YES F� NO G. . SIZE OF CUT x H. Charge: $ CONCRETE CUT: [—] YES F1 NO 3PIACANT TO READ ANE 1DEMNITY.- Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmlessfrom 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 to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting 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 WILLBE HELD UNTIL THE FINAL STREET PATCH IS COMkETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. 4��. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flaggpr 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 EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. IRAVEREAD THE ABOVE41ATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THATIMUSTMAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE A TALL TIMES FOR INSPECTIONS Signature: 0 (Contractor or Agent) CAL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR. CITY USE ONLY Approved by: Right-of-wayFee: *10 f 55-4win-4 Time Authorized': Void After64AilIrs laft Disruption Fee/Fund 111: Special Conditions: Restoration Fee: 1p,c-�j en j4 I W"�w ov) eQWCQ(&) WW S*kU, Totk I I Fee:-s -) -�' f*- a 94v- CVF:�. Lf- C� MI SMO DEiM (_ Receipt No: - / -24 &_12 MATc(4 MS'r DeV7-rj, mAV� KP 1410r� Issued by: 4W4;TW_;*M AAnV UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED, WORK, "T INSPECTOR'S SIGNATURE DATE:'-I&La For inspection requirements see Engineering Information Handout. NO WORK SI-IAI.I. BEGIN PRIORTo PERMIT ISSUANCE iW qvi A RETURN TO kt Roo wke-TT V1, 3 Lf -7 0 NO EXCJSE TAX RE*)-UIRFD FEB 0 12002 BOB DAN11m, �Puwiuwlwl w.U111Y ifeasurn By BOB DANTINI av- L".w.5-tov- wck. 4t ),�.) ` 200202010637 02/01/2002 12:49 pM Snohomish p.0003 RECORDED County TITLE SEWER EASEMENT NAME BONNETT ENTERPRISES, INC NAME TOM R BICE LEGAL LOT 2, SHORT PLAT NO 5-98-161 ASSESSORS PARCEL NO 00373600501009,00373600501007 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT THE GRANTORS —TOM R BICE For and in Consideration of mutual benefits to be derived, convey and grant unto BONNETT ENTERPRISES, INC an easement for the uses and Purposes hereinafter described, tor the benefit of the benefited lands hereinafter described BENEFITED LANDS The lands intended to be benefited by tlii� 'agreement are described as follows LOT 2 OF SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON BURDENEDLANDS Lands burdened by the easement herein created are described as follows ALL THAT PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLATE THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT A POINT OF THE NORTH LINE OF SAID LOT 10 WHICH IS EAST 152 25 FEET OF THE NORTHWEST CORNER THEREOF, THENCE SOUTH 100 FEET, THENCE EAST 115 FEET, THENCE NORTH 100 FEET, . THENCE WEST ALONG THE NORTH LINE OF SAID LOT 10 FOR 115 FEET TO POINT OF BEGINNING EXCEPT THE SOUTH 20 FEET OF THE WEST 30 FEET THEREOF CONVEYED TO CITY OF EDMONDS BY DEED UNDER AUDITOR'S FILE NO 1381907 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON BONNETT EASEMENT 4 Page I of 2 EASEMENT An easement is hereby established over the burdened properties for the purpose hereinafter mentioned, legally described as follows THE EAST 20 FEET OF THE WEST 152 25 FEET OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE NORTH 90 FEET THEREOF PURPOSE AND MAINTENANCE OF EASEMENT The purpose for which this easement is granted is for connection to the existing sewer line located in the above easement The maintenance of said easement shall be maintained and kept in a condition that permits adequate usage The costs of maintaining said easement are to be shared equally by all parties who are now connected to the existing sewer line THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST, HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME IN WITNESS WHEREOF, THE PARTIES HERETO HAVE SET THEIR HANDS THIS DAY OF jWNE 8y 2001 LIS T BONNETT ENTERPRISES, INC 7Z, 6`14 TOM R BICE 2 4; 00202010637 BONNETT EASEMENT 4 Page 2 of 2 - - - - 10 %-N " 0 INDIVIDUAL ACKNOWLEDGEMENT State of Washington ss. County of KP T� Certify that I know or have satisfactory evidence that (Ce, is/are the person(s) who I—om ;� - -:,6 1 appeared before me, and that he/they acknowledged signing this instrument and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrurnent. Dated Notary Public in and for the State of Washington, residing at Ac-�� / '14 My appointment expires ;ViAF? RY W 200202010637 qlf)4 P1 RETURN TO KELLY BONNETT P 0 BOX 3470 ARLINGTON, WA 98223 TITLE NAME NAME LEGAL ASSESSORS PARCEL NO NO EXCISE TAX REQUIRED FEB 0 12002 BOB DAN I Wi, STION1111SA 6001Y treasureir 11113A11111" By B 3 DANTINI .z02ANk0638* 200202010638 ()2/01/2002 12-49 pM Snohomlsh p.0003 RECORDED County SEWER EASEMENT BONNETT ENTERPRISES, INC PATRICIA KAPP LOT 2, SHORT PLAT NO 5-98-161, LOT 10 BL 5 ALDERWOOD MANOR NO 9 00373600501009,37360050100606 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT THE GRANTORS —PATRICIA KAPP For and in Consideration of mutual benefits to be derived, convey and grant unto BONNETT ENTERPRISES, INC an easement for the uses and Purposes hereinafter described, for the benefit of the benefited lands hereinafter described BENEFITED LANDS The lands intended to be benefited by this agreement are described as follows LOT 2 or SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION or LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON BURDENED LANDS Lands burdened by the easement herein created are described as follows THE SOUTH 90 FEET OF THE NORTH 280 FEET OF THE WEST 100 FEET OF THE EAST 229 89 FEET, AS MEASURED ALONG THE NORTH LINE OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON EASEMENT An easement is hereby established over the burdened properties for the purpose hereinafter mentioned, legally described as follows THE EAST 20 FEET OF THE WEST 152 25 FEET OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE NORTH 90 FEET THEREOF BONNETT EASEMENT 2 Page I of 2 PURPOSE AND MAINTENANCE Or EASEMENT The purpose for which this easement is granted is for connection to the existing sewer line located in the above easement The maintenance of said easement shall be maintained and kept in a condition that permits adequate usage The costs of maintaining said easement are to be shared equally by all parties who are now connected to the existing sewer line THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST, HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME IN WITNESS WHEREOF, THE PARTIES HERETO HAVE SET THEIR HANDS THIS 2 ND DAY OF OCTOBER 2001 200202010638 BONNETT EASEMENT 2 Page 2 of 2 INDIVIDUAL ACKNOWLEDGEMENT State of Washington ss. County of King I Certify that I know or have satisfactory evidence that Lq-fale'A j-. is/are the person(s) who appeared before me, and that he/they acknowledged signing th�is instrument and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrument Dated �� h� er- y, /V-- IS -2,v 1. % voo, 1P 1116 otary Pablic in and for the State 'Washington, residing at -5?CA MY appointment expires /1— 2 -r -,,:2y - 200202010638 - "'& -1 Ewe p . -.!�j,"UBUG 4RY 25 ,21,Z-3,Z qZ0J F1 W NO EMSE TAX REQUIRED RETURN TO FEB 0 1 20OZ ILI I BOB DAN I III[, 411u1jullijbil uOulity Ifeasulel Rv__BOB DANTINI L q f .a. 200202010639 02/01/2002 12:49 PM Snohomish P-0003 RECORDED County TITLE SEWER EASEMENT NAME BONNETT ENTERORISES, INC NAME WITTE LEGAL L OT 2, SHORT PLAT NO 5-93-161 ASSESSORS PARCEL NO -6073600501009,' DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT THE GRANTORS RICHARD A AND GLORIA J WITTE For and in Consideration of mutual benefits to be derived, convey and grant unto BONNETT ENTERPRISES, INC an easement for the uses and Purposes hereinafter described, for the benefit of the benefited lands hereinafter described BENEFITED LANDS The lands intended to be benefited by this agreement are described as follows LOT 2 OF SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON BURDENEDLANDS Lands burdened by the easement herein created are described as follows THE SOUTH 120 FEET OF THE NORTH 220 FECT OF THE WEST 13,! 25 FEET AS MFASURED ALONG THE NORTH LINE OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON EXCEPT THE WEST 12 25 FEET EASEMENT An easement is hereby established over the burdened proper -ties for the purpose hereinafter mentioned, legally described as follows THE EAST 20 FEET OF THE WEST 152 25 FEET OF LOT 10, BLOCK 5. ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE NORTH 90 FEET THEREOF BONNETT EASEMENT 2 Page] of2 PURPOSE AND MAINTENANCE OF EASEMENT The purpose for which this easement is granted is for connection to the existing sewer line located in the above easement The maintenance of said easement shall be maintained and kept in a condition that permits adequate usage The costs of maintaining said easement are to be shared equally by all parties who are now connected to the existing sewer line THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST, HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME IN WITNESS WHEREOF, THE PARTIES HERETO HAVE SET THEIR HANDS THIS 26 TH DAY OF JUNE 2001 BONNETT ENTERPRISES, INC RICHARD A WITTE 4 N k� � . 0j GLORIA J WI-UE 20020 2010639 BONNETT EASEMENT 2 Page 2 of 2 i . . INDIVIDUAL ACKNOWLEDGEMENT State of Washington ) ) ss County of King I Certify that I kn X or have satisfactory evidence that jOwl is/are the person(s) who appeared before me, and that he/theythcknowledged signing this instrument and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated ota�j Public in and for the Washington, residing at _ My appointment expires., Qa� 1'Y N 4 20020 201063 9 ,Vjjj. qtk pi 0 NO EXCISE TAX REQUIRED RETURN TO FEB 0 12002 BOB DANNNI, Sndomisn bounly ireasurer P0 (;O><- --�Ltw P%, —BOB DANTINI 04- 4 SO- 13 1200202010640 002 12:49 pM Snohomlsh 02/01/2' CountY p.0003 RECORDED TITLE. SEWER EASEMENT NAME BONNETT ENTERPRISES, INC NAME. LAUNCEFORD LEGAL LOT 2, SHORT PLAT NO 5-98-161 ASSESSORS PARCEL NO 00373600501009,00373600501004 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT THE GRANTORS J E AND DIANE LAUNCEFORD For and in Consideration of mutual benefits to be derived, convey and grant unto BONNETT ENTERPRISES, INC an easement for the uses and Purposes hereinafter described, for the benefit of the benefited lands hereinafter described BENEFITED LANDS The lands intended to be benefited by this agreement are described as follows LOT 2 OF SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON BURDENEDLANDS, Lands burdened by the easement herein created are described as follows WEST 152 25 FEET OF NORTH 100 FEET OF LOT TEN (10), BLOCK FIVE (5), ALDERWOOD MANOR NO 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLTS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT WEST 12 25 FEET, AS MEASURED ALONG NORTH LINE THEREOF, EXCEPT THE SOUTH 10 FEET OF EAST 20 FEET THEREOF EASEMENT An easement is hereby established over the burdened properties for the purpose hereinafter mentioned, legally described as follows THE EAST 20 FEET OF THE WEST 152 25 FEET OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE NORTH 90 FEET THEREOF BONNETT EASEMENT 3 Page I of 2 PURPOSE AND MAINTENANCE OF EASEMENT The purpose for which this easement is granted is for connection to the existing sewer line located in the above easement The maintenance of said easement shall be maintained and kept in a condition that permits adequate usage The costs of maintaining said easement are to be shared equally by all parties who are now connected to the existing sewer line THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST, HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME IN WITNESS WHEREOF, THE PARTIES HERETO HAVE SET THEIR HANDS THIS 26 TH DAY OF "WW-Aw,!!t L) 2001 k BONNETT ENTERPRISES, INC '�'- -7-"'2- , -, � Ae�' - .14d4a ;hE LAUNUFORD-4�� DIANE LAUNCEFORD 20020 20106 40 BONNETT EASEMENT 3 Page 2 of 2 INDIVIDUAL ACKNOWLEDGEMENT State of Washington County of King ss. rti fy that I know o� have satisfactory evidence that t1-. 1-40kiceio(Y j: Qike- -aunce ro( is/are the person(s) who appeared before me, and that he/they acknowledged signing this instrument and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated ktwi4l r7 I —,4-9— Notary Public in and for the Sta of Washington, residing at MM)A % ointment expires SON 00 % VIOTAR Y �- *;07- 001 .0 PLIBUG 10, b, .10 9.0 OF 20020 2010640 �? - 0'q- . d _ q1t;S q2pd -pi Vj rw4 RETURN TO. 200202010641 Pi 60�- 34-70 02/01/2002 12:49 PM Snohomish p.0003 RECORDED CountY -6 � 1-3 TITLE SEWER EASEMENT NAME BONNETT ENTERPRISES, INC NAME GERGELY LEGAL. LOT 2, SHORT PLAT NO 5-98-161 ASSESSORS PARCEL NO 00373600501009,00373600501001 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT NO EXCISE TAX REQUIRED FEB 0 12002 BOB oAh I liji. uoufiq aeasurat By — —B—O—B—D— A— N I I N �l THE GRANTORS —THERESA AND ILONA GERGELY For and in Consideration of mutual benefits to be derived, convey and grant unto BONNETT ENTERPRISES, INC an easement for the uses and Purposes hereinafter described, for the benefit of the benefited lands hereinafter described 13ENEFITED LANDS The lands intended to be benefited by this agreement are described as follows LOT 2 OF SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON BURDENEDLANDS Lands burdened by the easement herein created are described as follows LOT 1 OF SHORT PLAT S-23-85, RECORDED UNDER RECORDING NUMBER 8509030058, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6 IN SNOHOMISH COUNTY, WASHINGTON EASEMENT An easement is hereby established over the burdened properties for the purpose hereinafter mentioned, legally described as follows THE EAST 20 FEET OF THE WEST 152 25 FEET OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE NORTH 90 FEET THEREOF BONNETT EASEMENT 5 Page I of 2 PURPOSE AND MAINTENANCE OF EASEMENT The purpose for which this easement is granted is for connection to the existing sewer line located in the above easement The maintenance of said easement shall be maintained and kept in a condition that permits adequate usage The costs of maintaining said easement are to be shared equally by all parties who are now connected to the existing sewer line THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST, HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME IN WITNESS WHEREOF, THE PARTIES HERETO HAVE SET THEIR HANDS THIS 26 TH DAY OF JUNE 2001 BONNETT ENTERPRISES, INC THERESA GERGELY ILONA GERGEL '200202010641 BONNETT EASEMENT 5 Page 2 of 2 INDIVIDUAL ACKNOWLEDGEMENT State of Washington ss. County of King I Certify that I know or have satisfactory evidence that is/are the person(s) who appeared befoA ni, and that he/they a6kno�vledged signing this insmment and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated i-q�-Cpoo / ']Rackel z- Notary Public in and for the State of Washington, residing at �Lp- 1,JA 7 My appointment expires 200202010641 0 0 RETURN TO BONNETT ENTERPRISES ' INC IM111111 lip P 0 BOX 3470 ARLINGTON, WA 98223 -2WM0LffiQV 200202010642 02/01/2002 12:49 PM Snohomish P-0004 RECORDED County NO EXCISE TAX REQUIRED FEB o 1 2ou BOB DAN111141, sr"INfR10 C011111Y lreasufef By BOB DANTINI — TITLE SEWER EASEMENT NAME BONNETT ENTERPRISES, INC NAME. THOMAS R CARY & SANGJAN RUNGRUANGKONKIT LEGAL LOT 2, SHORT PLAT NO 5-98-161 ASSESSORS PARCEL NO 00373600501009,00373600501008 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT THE GRANTORS —THOMAS R CARY & SANGJAN RUNGRUANGKONKIT For and in Consideration of mutual benefits to be derived, convey and grant unto BONNETT ENTERPRISES, INC an easement for the uses and Purposes hereinafter described, for the benefit of the benefited lands hereinafter described BENEFITED LANDS The lands intended to be benefited by this agreement are described as follows LOT 2 OF SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON BURDENEDLANDS Lands burdened by the easement herein created are described as follows LOT 1 OF SHORT PLAT 5-98-161 RECORDED UNDER RECORDING NUMBER 199908165001, BEING A PORTION OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, IN SNOHOMISH COUNTY, WASHINGTON EASEMENT An easement is hereby established over the burdened properties for the purpose hereinafter mentioned, legally described as follows THE EAST 20 FEET OF THE WEST 152 25 FEET OF LOT 10, BLOCK 5, ALDERWOOD MANOR NO 9, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE NORTH 90 FEET THEREOF BONNETT EASEMENT I Pagel of2 INDIVIDUAL ACKNOWLEDGEMENT State of Washington ss. County of King Ago - ,,I Certify that I know or have sfactop� 'dcnce that -gyi e th&Terso s ._I() who appeared before me, and that he/t1hey acknowledged signing th�is instrument and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated 12, �)n L Notary Public in and for the State of Washington, residing at AAAA1 L-,,e_V I 'J�- 0 -2 My appointment expires 200202010642 PURPOSE AND MAINTENANCE OF EASEMENT The purpose for which this easement is granted is for connection to the existing sewer line located in the above easement The maintenance of said easement shall be maintained and kept in a condition that permits adequate usage The costs of maintaining said easement are to be shared equally by all parties who are now connected to the existing sewer line THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST, HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME IN WITNESS WHEREOF, THE PARTIES HERETO HAVE SET THEIR HANDS THIS 16' DAY OF NOVEMBER 2001 0001 -j :0. eo 4 6200202010642 BONNETT EASENffiNT I Page 2 of 2 INDIVIDUAL ACKNOWLEDGEMENT J AO 2..' State of Washington sn ss. County of King I Certi that I know or have satisfactory evidence that __L ivare th(p'erso-i� n s) who appeared6eforie me, anithat he/thdy acknowledged signing this -1n-sY=-- ent and acknowledged it to be his/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington, residing ckkl- My appointment expires I - 0 (3 20020 2010642 92nd Place West 21 CtearKut (T Deep) >1 41 Sch 3035 Mastic Pipe C: 0 Stub my Dow d 0 m CITY OF EDMONDS SIDE SEWER AS -BUILT ADDRESS 21232 - 92nol Place West PERMIT 9276 NUMBER HOMEOWNER CONTRACTOR North Pacific Excavation DATE 5-16-2001 DRAWN Jim BY Roberts IEIII'NO: 9976 City of Edmonds PERMIT EXPIRES Llf,10 I hc SIDE SEWER PERMIT - Address of Construction: 3 LID # Property Tax Account Parcel NoJ 73 4 0 4ZC-- 0 1 d a !9! 06 Attach copies of all access and uti.lity easements Verified and Approved b Owner and/or Contractor: A/ k_1W PA K6 A i2eg 7,'Ida Contractor License #: A10 4 TH P E 0 7, !1 Building Permit Single Family Multi -Family No. of Units 0 Commercial (No. of Units F� Public Invasion into City *Right-ofWay: El Yes No *RW Construction Permit #_ Cross other *,*Private Property: El Yes ONo **Attach legal description and copy of recorded easement. Owner/Contractor Ownefor contractor sign,06re and acknowledgement statement: Dat� By signing for this permff I certify that I have read the City'-s public handout entitled .'&ide Sewer Specifications, andshall comph with all City requirements outlined therein. y CALL DIAL -A -DIG (1-800-4 .25-5555) KFORE A'NY.EXCAVATI,0N_V- V FOR INSPECTION CALL 425-771-0220 ext , e" ns' i o n,� j AEOUESTS.- 24 HOUR NOTICE REOUIRED FOR ALL INSPECTION. ............................... ............. q FOR OFFICE USE ONLY ...... ...... . . .. ..... ...... ... . ... . Permit Fee L-) Repair Fees Issued By Trunk Charge $ Date Issued: .911410 Assessment Fee $ Receipt No: 4n-&4� City Permit Surcharge Fed $5.00 Total Fees Paid $ NOTE:� IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES -A $45 RE -INSPECTION FEE WILLBE. CHARGED. -,,Jo.b Site. Ready YES N6 Date: Initial: Partial Inspection: Date: Initial: Partial Inspection: Date: Initial: As-bu i I t =PF4W: El FINAL INSPECTION APPROVED: Date: Initial: P .t� PERMIT MUST BE. OSTED ON, JOB SITE '�j. White Copy: File 'Green Copy: Inspector Buff Copy: Applicant L;temp;bldg;forms;sspennitjlg4/00 RECEIVEP DEC 0 8 2000 ZAVALES DESIGN ASSOCIATES DEVELOPMENT SERVICES CTR. MILT ZAVALES CITY OF EDMONDS 'I 3G.59' ZDA1243 NE 152nd ST Suite B Seattle,Washington 98155 �(206) 362-2-992 zs'o q -0- LOT GOVERAGE. 0 A=99.5 D=.99.1 POT AREA=5445..G3 5,F. J U C�y rOY-4 rlNgMf UNE OF OVE7ANG ao D.5. 0 ll�IM 5LDG-/ GARAGE M)F L 0 q= I or.. I :kb 36-T -55 1) Iff C- K 16-041 WIDE AAC, -.DRJVEWAY 27-4" 73 .00' 92 ND PL. W. IC? Ln _j o D = i.Vrs, I HOU5E *DE K5= 1417.09 5.f. COVERAGE 1417-09/5445..G3= 17% IMPERVIOUS 5URfACE5 HOU5E *. EAVE-:5= 1533 5.f. DPJVEWAY 4- WALK5 '359 5.f. TOTAL= 191 G 5. f . LEGAL DE5CRIPTION LOT 2, BLOCK 5 5f-ff ATTACHMENT HEIGHT CALC5: A=� 99.5 LU C= I OG. 1. 0,6 AYE GODE 10 2.77 ' ACTUAL 12.7.70 U- 0 MAX.* 127.77 U- PLAN: CU5TOM HOME 9 0 -91TE 'PLAN 5CALf 1 2 0'-0" K. . u4t, CITY Of EDMONDS SINGLE FAMILY/DUPLEX COVER SHEET Dirac Ions: Applicants are to complete the information In the WHITE BOXES ONLY (Shaded boxes are for City use only). This cover shoot must accompany each building permit application Oaf a new single-family FL-04ffinca. PROJECT ADDRESS U-3 PROPERTY TAX ACCOUNT PARCEL # DESCRIPTION OF WORK OWNER _AA- PHONE CONTACT PERV PHONE E-MAII FAX 300 MAILING ADDRESSc� ]JU r- A FAX CORRECTIONS MAIL CORRECTIONS IE-MAIL CORRECTIONS BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT 18 RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT 19 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBM17TAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED. SIGNATURE DATE L� ZONING INFORMATION ZONE �b LOT AREA NUMBER OF DWELLING -UNITS' EXISTING_j_ DEMOLISHED PROPOSED DISCRETIONARY APPROVALS CA_=— 1-7 0 Determination- SUBDIVISION1% CU VARIANCE SHORELINE SEPA_ Expires OTHER LOT COVERAGE INFORMATION EXISTING SF PROPOSED SF JS�3j3 TOTAL SF HEIGHT CALCULATION INFORMATION C D DATUM 32e"k AVE ACTUAL SFTBACK INFORMATION AEUW& FRONT 2-S - SIDE -7 /a-t sido- -7 V21' REAR e&Qf.Q= FRONT ZQgESO'SIDE -,_Q 5— SID.15_-':1�71_ REA -DFOIC, Ely CNFIL-LOiE]*Y:EiQNO gLAG-LOTOYo0h6�-ST, * 6 ABU STATEMENT REQUIRED 049S [D*NO' RECORDING # STAFF COMMENTS: ENGINEERING INFORMATION DRIVEWAY SLOPE % GRADING CYDS EASEMENTS—W Ar EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 W Ar _SO.FT E XISTIN G'IM PERVIOUS AREA INSTALLED 1977 OR LATER. (y )k- SO.FT. PROPOSED NEW NET IMPERVIOUS SURFACE 1 *1112 CItj*Uso Onix _Mw SIDEWALK RE01.111167WIES NO DRAINAGE PLAN REQUIRED A? . 04Y ES ONO UNDERGROUND WIRING REQUIRED Fes ONO STREET DEDICATION LID# STAFF COMMENTS: SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only) STRUCTURAL! 0 START OF WORK OPLACEMENT OF REINFORCEMENT EXCAVATION III GRADING PLACEMENT OF CONCRETE SHORING INSTALLATION & MONITORING BOLTS INSTALLED IN CONCRETE 0 PROOF ROLLING EISTRUCTURAL MASONRY 0 PLACEMENT OF FILL & COMPACTION STRUCTURAL STEEL ERECTION 13 SUBSURFACE DRAINAGE. .13 OHIGH STRENGTH BOLTING VERIFY SOIL BEARING WELDING (WASO CERTIFIED -ONLY) PILE PLACEMENT OTHER EROSION CONTROL DGENERAL SITE MONITORING BY THE GEOTECHNICAL ENGINEER OF RECORD GENERAL SITE MONITORING BY TH E GEOTECHNICAL ENGINEER OF. RECORD -DURING WET WEATHER CONSTRUCTION 0 FINAL GRADING A FIELD REPORT 0 OTHER -- PLAN CHECK 0 APPLICANT I DATE ItZCBKVZD t BUILDING CONSTRUCTION INFORMATION CODE EDITIONS 1997 U11C. UMC, UPC. WSEC. VIAO WITH AMENDMENTS DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH I SEISMIC ZONE 3 Floor Live Load Roof Snow/Live Load :2 Balcony Live Load_tAQ Roof Dead Load do Balcony Dead Load f(:) Floor Dead Loodl NUMBER OF STORIES BASEMENT FLOOD ZONE LOT SLOPE % (,0. 2A> SOILS REPORT PROVIDED [3 YES ff NO FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL) Existing P ased Total 'r-7P Living Space a Garage Carport Dock/Covered Porch Other ENERGY CODE COMPLIANCE INFORMATION FUFL TYPE P1 GAS. OIL 1:1 ELECTRIC 11 OTHER 0 FORCED AIR []HFATPUMP 0HYDRONIC OOTHER UPTHOD OF COMP LIANCE 0 PRESCRIPTIVE: List Option 0 0 TARGET UA APPROACH: Provide UA CalCustions 0 SYSTEMS ANALYSIS: Provide Computer Analysis ENERGYIVENTILATION WORKSHEETS PROVIDED e__`WINDOW SCHEDULE PROVIDED VENTILATION CODE COMPLIANCE INFORMATION FOR CITY USE ONLX Calling lasul , ation Wall Insulation - Floe 11 Door U-Valuo , A 4 Window U-Volue J. Skylight U-Voluo Glazing ; KITCHEN FAN CFM'1(2n - BATHROOM FAN(S)CFUSO LAUNDRY FAN CFMS(0 witai-F mOURF VENTILATION SYSTEM 0 EXHAUST OPTION FRESH AIR TO BE PROVIDED TO WINDOW VENTS 0 WALL PORTS EACH HABITABLE ROOM WITH: EXHAUST FAN TO -BE CONTROLLED WITH 24 HOUR TIMER AND SIXIED AS FOLLOWS- 0 1 - 2 BEDROOMS: 50 - 75 CFM ff4 BEDROOMS: 100 - 150 CFM 0 3 SEDR061AS: 60 - 120 CFM 11 5 BEDROOMS: 120-100 CFM HWAC INTEGRATED OPTION DEDICATED HEAT RECOVERY VENTILATION 0 PTION SEPARATE PERMITS (City Use Only) x7rRIGHT, OF WAY CONSTRUCTION PE AMIT 'ENCROACHMENT PERMIT WSTATE ELECTRICAL PERMIT 11FElliCE PERMIT 0RESIDENTIAL FIRE SPRINKLER PERMIT 0OTHER ' OMECHANICAL PERMIT OPLUMBING PERMIT WATER METER MSIDE SEWER PERMIT 0IFIRIGATION (SPRINKLER SYSTEM) OTHER Any request fair mod IliCatiOn. 1190811CO Of Other administrative deviation (114finsitst *VgflsRc§") must be specifically called out and Identified. Approval of any plot Of Plan Containing Provisions which do not comply with the city code and for which a variance no$ not been specifically identified, requested and considered by the appropriate city official In accordance with the ppeopilate provision of city Code or state low does not approve any Items not to Code :Pacification. PERMIT ISSUANCE AP PLA14NING R9VI91W &APPROVAL OVAL= CONDITIONS OF APPROVAL: i y Use Only) DATZ 9N GINERRING RSVIRW k APPROVAL CONDITIONS OF APPROVAL: DAT BUILDING RSV1ZW & APPROVAL CONDITIONS OF APPROVAL: DATZ 14 / /.- i -1" 4 "= 16 2, *T7 01 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Pli. . . r7n inonrin lie 1S911 5 5 5 5 October 27, 2000 Bonnett Enterprises, Inc. P.O.Box 3470 Arlington, WA 98223 Subject: . Determination regarding Critical Areas Checklist: CA-00-0170 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. GARY HAAKENSON MAYOR RECSIVED DEC 0 8 2000 DEVELOPMENT SERVICL6 CTR' CITY OF EDMONDS 0 The 'DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page) - IT IS VERY IMPORTANT FOR YOU TO RETAIN A COPY OF THIS CRITICAL AREAS "DETERMINATION" FOR YOUR RECORDS. Please examine this Determination for additional requirements. You may need to submit additional information such as an Environmental Checklist or Critical Areas Study. The Determination for the Critical Areas Checklist you submitted is a site -specific determination, not a project -specific determination. YOU MUST SUBMIT A COPY OF THE CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APLICATIONS OR YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you, Planning Secretary c: Kelley J. Bonnett *Architectural Design Board D:mydocuments/spellman/CACLIetter.doc L:temp/jana/CACLIetter.doc Incorporated August 11, 1890 Sister City - Hekinan, Japan Critical Areas File #: City of Edmonds Critical Areas Checklist Fee: $45.00 Date Received byDev. Serv. Dept: IDIP1100 Development Services Department Planning Nvision City Receipt No: - Phone: 425.771.0220 Date Mailed to Applicant: Fax: 425.7 71.0221 1 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 i 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 Hall (Critical areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, 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. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. 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 Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). PLEASE PRINT CLEARLY Owner/Applicant: Go V1 n r2te C 12 r- LS Name I J �) o ec x Street Address city State Zip 3 (cc) Telephone OIL Signature d:receptiorLqan&ICACLHandoLd.doe Applicant Representative: -71- & n n Name Street Address city State Zip H a <�� - q a'3� - 5�� / -�;- Telephone Signature Date Revised 4110/2d= c4FiLENo. Critical Areas Checklist ------- ------------------------------------------------------ Site Information (soils/topography/hydrol.ogy/Vegetation) 1. Site.Address/.Location: 2;,J,;?3,,-7, P1 t�J � 2. Property Tax Account Number: 3 q3 (c, —0O3S_-0 10 c7 0 6 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? _2L yes; _V no. If yes; how is site developed? C LX_(b_S � -S-l" AC LUq w_5 1p,- I V C L', 5. Describe the general site topography. Check all that apply. Flat: less than 5-fe et elevation change over entire'site. Rolling: slopes on site generally less than 15% (a vertical rise of I 0-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 I 0-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please descn'be): Site contains areas of year-round standing water: 0 Q _; Approx. Depth: Site contains. areas of seasonal standing water: ;Approx. Depth: What season(s) of the year? 8. Site is in the floodway f) 0 floodplain__/It, of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? 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: . /Y) SL tAll MIMI... WOO 4 --pr n 404� "o-, -1. 'a Mza A 1% -Y, MAP" p 5,$A VA ..W !"N 'M '.."k AK�_, Sb. R,.r, %Z P 0 Aa_d4Ldo% Rw IW03/97 ZAVALES DESIGN ASSOCIATES * MILT ZAVALES 1243 NE .152nd ST Suitd 8 136-591 (206) 362-2992, ZDA Seattle, Washington 98155 10 ago j 5(). -SID 'C f LOT .99.8 A=99.8 95 LOT AREA=5445.G3 F. 9G.2CY HOU5E * DECK5= 1417.09 5.F. COVERAGE 1417-09/5445 G3= 17% LINE OF OVETM' G ./" to D.5. BLDG././ c- 7 LINE/ 0 L L C= 10G. I -th 38'-3 DECK RAGE WDE AtC DRJVEWAY'rM 27-4" 10, Ln 0.5. _j 0 D= I 3a_� 73.0(Y nn.00 0 -0 92 ND PL. W. uj tu 0 - U- do, 0 IMPERVIOU5 5URFACE5 HOU5E * EAVE5= 1533 5.F. DRJVEWAY * WALK5=359 5.F.. TOTAL= 191 G 5.F. LEGAL DE5CRIPTION LOT 2. BLOCK 5 5EE AT.TACHMENT HEIGHT CALC5: A=99.8�: B=99.1 C= 106. 1 D= 109. 1 AVE GWE 102.77 ACTUAL 127.70 MAX. 127.77 PLAN: CU5T,OM -HOME 51TE PLAN 5CALE 1 "=20'-O" 1*1; 11 "'TT 1 -Iff Z+ MfT JH: Muu W�v ------ -- ---------- — — --- in Uo vow- ±tt 'tt'tt4, % 21201 21202 21211 % PARK % 04 *1 21209 9203 21220 21215 9205 C) ***4 Cl) C14 9309 - 04 0) 9 & 9506 9011 s P 21217 920l 21218 ccl PARK to. �g 'k�21230 9215 9 9 9122 co 0 COOD) 0 21223 cli 9025 qb, 9510 21301 1 21302 #9211 9124 lb .1060 1315 21303 213 21306 1315 21308 - 9232 9126 04 21327 LLJ 21309 9601 > 21308 213, cli LO 21320 < 21 21312 Q C') N CD CD co EL L—N, 21412 21401 21326 m 21313 21318 21316 cl 9208 -----213,: --- 21329 0) 91 9122 U') z 9126 0 21411 0) C14 2132b 1 21420 21 406 21403 CF) 1 21408 21403 9106 1 21402 21424 21419 2 408 21409 2132 2132�71 1 21407 9104 I]C-4 # 21412 1408 21423 31:: 21423 21414. 21415 21415 9102 ��28: 21 9203 �q i W 21417 Lol rl v 0) > -21329 21335 Cb qv*, ") BLOCK 6 74-1r, AV'E: 'V' B01HEE-11-L, ',,',,A 9810;2 REMOVEEK WITH STAIRS ssmH #iA Rim=287 5 iNv =28a �1. 10" -IV L;, N -A, Z, 54 0 4� _q 70%9 0 RV Cb 4 M, I,E 1 4 3' 47- E:L: EX. CS IV 1 0.19, RIM 29 10.5 50 IE.SW 296. At,) CP / wo /Vop SET I 51 NAIL JOIN EX. S.D. MANHOLEATINV=285.01 LOCATE IS AS SHOWN -SEE SECTA-A CON A r0% It*"% m1"w*4"1II fn J1 A r'"I fm3 -A I A I f-3 I A A I SCALE: 111=20�O" 1. Sidewalks shall be per City ofEdmonds �;ranaara urawing, and surfacing shall be per City standards also. 2. An additional mailbox shall be constructed on 92nd P1 W according to US Postal standards and coordinated with the local postmaster. rewel. 3. A# new driveway paving from 92nd PI Wto new house shall drain to pkwtk-CB shown. 4. Power and TV cable shall be installed underground from the existing ou#et to the new home site shown on the S.D. Site Plan, sheet I- of 2. 5. Utility locations are approximate and the contractor shall explore and locate existing lines to make sure of location, depth and alignment The City and Engineer are not responsible for said locations shown hereon. 6. Drive wz?yand approach radii shall be 10 " 7. The contractor shall be responsible to obtain all necessary permits and notify the City 24 hours in advance of any construction. 8. Traffic control shall be coordinated with the City of Edmonds Traffic Engineer prior to Bo wdoin Way utility work commencement 9. Tie all downspouts in lot 2 to the storm system using 4 " PVC pipe as shown. 10. In new CB#3 add a 6 " plastic tee for oil separation to filter water going to the public storm drain. 11. IF ROCKERY OVER 4'IS REQUIRED, GEO-TECHNICAL INSPECTION WILL BE REQUIRED BEFORE AND DURING RECONSTRUCTION OF THE ROCKERY. /A) SHADEDASPHALTAREA ADED ARE� W12.5" CLASS B ASPHALT SE COURSE - CRUSHED AGGREGATE 8 Wri, - C 8) L CATEAS SHOWN 0 TO CB#1 - USE 6" PVC TEE AS OIL SEPARA TOR USE EXTRUDED CURB AS SHOWN TO CB PCPEP@ .17% V. M. (5v) R IP02, YZir WTR SERVICES 2 EA. - IIGHROCK�Y& REPLACE ey) L I I SS MH#1 RIM=400.69 INV=395.71 < NOTE. ELEVEQN. -91.9'TO ASSUMED BENChi L, 0000 EXIST SHRUBBRY, 6'HIGH PLUS 0 EVERGREEN TREE. OR DECIDUOUS TREE, SIZE SHOWN(DIA) DOWNSPOUT NEW CONTOUR LINES CLEARING LIMIT LINE 2'REFERENCE POINT TO RIW LINE. LOT CORNER SETREBAR WICAP) SET 2X2 " S TA KE & TA CK X LOT CORNER SET (TK IN LEAD WIDISC) SET 2`X2 " S TA KE & TA CK(I'RP) NEW WATER MAIN OR SERVICE NEW SAN. SEWER MAIN OR SER WCE EX WATER MAIN OR SERLICE E)( SAN. SEWER MAIN OR SER14CE SET CORNER OF LOT 10 - ------ ----- "Y MA VIC AWT I I = 2000f j U�vv A SECTION A 0- A SCA L _E!- HORIZ, 1 -10'-0 1'- - VER 7- 1 M__11 �_ 0 (ALONG NEW STORM DRAN ALIGN, AS SHOWN) GENERAL NOTES- 1. All workmanship and materials shall be in accordance with City of Edmonds standards and the 1998 edition of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction(WSDOTIAPWA), 2. Temporaiyerosion/waterpollution measures shall be required in accordance with the latest edition of the D. 0. E Manual. 3. Comply with all other permits and other requirements by the City of . Edmonds Community Services Group or other govering authority or agency. 4. A preconstruction meeting shall be held with the City of Edmonds Community Services Group office prior to start of construction. 5. All storm mains and retention1delention areas shall be staked for grade and alignment by Exacta Surveying Service or an engineering or surveying firm capable of performing such work. 6. Storm drainpipe shall meet the following requirements:. A. Reinforced concrete pipe conforming to the requirements fo AASHTO M-170, B. Corrugate metal pipe with asphalt coating conforming to manufacturers requirements. C. Steel aluminized pipe conforming to its manurfacturer's standards. D. Steel pipe conforming to the requirements of A WWA C 15 1, thickness class as shown on the plans, E. Polyethylene smooth wall pipe per Advance Drainage Systems (ADS) N 12 constructedper WSDOTIAPWA Standard Specifications 7-04, 7 Special structures, oillwater separators and oudet controls shall be installed per plans and manufacturers recommendations if applicabie, 8. Call underground locate line 1-800-424-5555 minimum 48 hours prior to any excavations. 9. Where connections require "field verifications", connection points will be exposed by contractor and fittings verified 48 hours prior to distributing shut -down notices. TEMPORARY CONSTRUCTION ENTRANCE (PER DETAIL) WATER SERVICE -INSPECTION REQUIRED. CALL 771-ME ono aT /3z� 0113WOF-WAY CONMUCTIO14 PERMTr AND 'NSPECT101Y REQUIRED RECEIVED JAN 18 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS Re:-; -_5 U, 6 I EXPIREE 4/5/02 General Notes t FLOOR PLAN CHANGE& DETENTION 114101 No. I Revision/Issue I Date rF',rm Name and Address DEAN HOUGH& ASSOCIATES 8918 11THSTNE EVERET7; WA 98205-1407 PHONE 425-335-0262 DRA WN BY' D S HOUGH Project Name and Address EDMONDS SIP #98-161 21230 92ND PL W SEA TTL E WA 98133 rojectBONNETT ENrERpR,,5 E§heet 2 LOT SIP PROJ L.Date NOVEMBER 13, 1998 Scale 112 I IN = 20 FEET P2:GC629RDWG _A HAFF"' LAUREIN-CE 11 1 116 7 t h. A ',,' EE 1.4 C.- I A.' 9 J1 ,A ,.. 12 SILT FENCEALIGNMENT SEE SIL T FENCE DETAIL HERE09 CLEARING LIMIT CLEARING ARE4 = 5C INV N 88'50'31 " W ffi q R CC 141 A F; r-i T, E 14- C14 04 2_ 14 2. r, L 0 C14 WA -9,8502_01 3.0' 3.4! 0. 7' (TYP) 2 1 -13-13--b-5- .tF 12.25' r 2 0 9,9 GARAGE 9!�_03' n 3'- 1�" SPRU-C� _40c, rNIMIr C, 101 1P FIR f 04 23LO J 24' ASPHALT METAL 00 Cq GARAGE - 291.4 50.4' 8 FIR! 0 / 15.9' 4b C- CD C! LOT I X �v OD 04 EXISTING HOUSE Ci 9.7' 0 C '0 14 FIR to 21230 92nd PI W 0) Z FL ELEV = 308.62 0 C14 0 1.5' 11.2' 22.4' 10) " N (Und 3' WOOD BLACKTOP NNW, LINE 9,136 SF %w_ Milti-; , AL"Aw. REMOVE FA WITH STAIRS 'A' wrl UNWAIM F_ 1. A CONSTRUCTION ENTRA NCE A CCORDING TO THE DETAIL HEREON SHA LL BE INSTA LLED FROM 92ND PL A S SHOWN. Z A LL EXPOSED SOILS SHA LL BE HYDROSEEDED A ND MULCHED WITH STRA W WHEN EXPOSED FOR MORE 7HA N TWO WORK DA YS 3. FABRIC SILT FENCE SHALL BE INSTALLED ON THE WESTA NO SOUrH SIDES AS SHO WN AND PER DETAIL HEREON. 4. MAINTAIN ALL EROSION CONTROL MEA SURES DURING CONSTRUCTION A NO INSPECT A ND CORRECTA NY EROSION ANDIOR 5 SILTATION ON A DAILY BASIS, THEYARE NEEDED. OTHER BMps MA yBE REQUIRED By THE CITY OF EDMONDS AND THE CONTRACTOR SHALL INSTALL AS T/ I TRA 6. DURING INSTALLATION OF UNDERGROUND U UTESTHECON CTOR SHALL CONTROL AND COVER EXCAVATED MATERIALS AND PLACE SUCH MATERIALS ON THE UPSTREAM SIDE OF THE TRENCH. 7 FILTER FABRIC SHALL BE PLACE UNDER THE GRA77NG OF THE NEW CBS AND MAINTAINED DURING ALL STAGES OF CONSTRUCTION, 8, REMOVE FILTER FABRIC ONLYAFTER ALL CONSTRUCTION IS COMPLETE AND GRASS IS FIRMLY ESTABLISHED. 9. MARK CLEARING LIMITS BEFORE ANY CLEARING IS DONE, iaEROSIOIVISILTATION CONTROL MEASURES SHALL BE INSPECTED BY CITY OF EDMONDS INSPECTOR PRIOR TO ANY CLEARING OR EXCA VA 7ION. on "CHEDULE Co 0;" k 0 N S TR U C Tlu" N 5 ION WORKERS PRIOR TO ANY CONSTRUCTION. 1. HOLD. pRE-coNSTRUC77ON MEETING IN FIELD WITH CITY OFFICIALS AND CONSTRUCT 2. MARKALL TREES FOR CLEARING THATARE8"DIA, AT5'ABOVE BASE OF TREE, 3. INSTALL CONSTRUCTION ENTRANCE PER DETAIL AND PLAN HEREON. I 4. SETFABRIC FENCE AS SHOWN AND UNDERLA Y CS GRA TES WITH FILTER FABR C 5 SA WCUT, EXCA VA TF_ TAP MAINS TO PROPERTY LINE & RESTORE FA VING AND GRASSED AREAS 7-0 PROPERTYLINE 6. CLEAR TREES FROM PROPERTY THATARE MARKED AND INSPECTED BYCITYFOR CLEARING. 7 EXTEND SEWER, W4 TER AND STORM UTILITIES FROM PROPERTY LINE INTO AND TO THE NEW HOME SITE, 8. FA VE REST OF A CCESS ROAD BEYOND CONSTRUCTION ENTRANCE TO NEW HOUSE SITE, 9. EXCA VA7E AND BUILD NEW HOME COMPLETE FOR OCCUPANCY. iaREMOVE CONSTRUCTION ENTRANCEAND FINISH FA MING TO PUBLIC PAWNG, 11. REMOVE FILTER FABRIC ONLY 30 DA YS AFTER FINAL GRASS IS STABLIZED. SEC TION 250 TO WNSHIP 27 NOR T-H. RA NGE 3 EA S To W. M, ESC Minimum Requirement'Stabilization of Exposed Areas. A# soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding or other vegetation, plastic covering or mulching. A# BMPs shall be selected, designed, and maintained in accordance with the Manual. The exposed soils shall be stabilized according to an approved timetable. (Typically, no soils shall remain exposed for more than two (2) days from October I through April 30 and no more than seven (7) days from May I through September 30). Q eDASPHALTARE4 ARE� W12,5" CLASS B ASPHALT )URSE - CRUSHED A GGREGA TE L_J LU 0) 0 0 LYLI WTRSER14CES-2EA, Z % ty) LIJ Z. Li SET CORNER OF LOT 10 C/) U" EXIST. SHRUBBRY, WHIGH PLUS 0 EVERGREEN TREE OR DECIDUOUS TREE, SIZE SHOINN(DIA) DOWNSPOUT NEW CONTOUR LINES CLEARING LIMIT LINE X_ 2'REFERENCE POINT TO RIW LINE 0 LOT CORNER SET(RESAR WICAP) SET 2X2 " STA KE & TA CK X LOT CORNER SET (TK IN LEAD WIDISC) El SET 2'X2 - S TA KE & TA CK(Y'RP) NEW WATER MAIN OR SERVICE NEW SAN. SEWER MAIN OR SER 14CE EX WATER MAIN OR SER LICE EX SAN, SEWER MAIN OR SERVICE R 25MIN, ........... . "sox,10 LLDR"WAYCULVERTIF IS A ROADSIDE DITCH PRESENT M A A 4"�8"QUARRYSPALLS GEOT8�"Lff 12" THICKNESS DRIVEWA YS SHALL BE PA VED710 THE EDGE OF R-O-W PRIOR TO INSTALLA77ON OF THE /T IS RECOMMENDED THAT THE CONSTRUCTION ENTRANCE TO A VOID ENTRANCE BE CROWNED SO THAT DAMA GING OF THE ROAD WA Y. RUNOFF DRAINS OFF THE PAD. CONS7". ENTRANCE DETIA-111L. LE) WASHED GRA I 6'MAX POSTSPACING MAYBEINCREASED Li TO 8'IF WIRE BACKJNG IS USED NOTE: FILTER FABRIC FENCES SHALL BE 2'5(4' WOOD POSTS, STL- INSTALLED ALONG CONTOUR WHENEVER POSSIBLE, POSTS 1� BMW& M- Mqpw S/N LN T FENu L: LA: /A IL (NOT TO SCALE) EX, GRADE -LINE LU NEWHOUSE DA YLIGHT BSMT FLR=304. 0 LU �O - ---------- ELEV300 6'WO FENCE AI3ANI)ON "JOIN WINEW 6"TEE TO 4 " P VC S WR C. o. (9 pr*6* &;�� 17 toaf�j (;t.,o " amx- r017-M REJOIN EX SIDE SWRu n UTIL/TY PROFILE SCALE. HORIZ, III= 10'-0", VERT- V�41-0" (ALONG EX SIDE SWR PIPE TO EX. HOUSE) APPROVED FOR CONSTRUCTION BY- DATE. CITY OF EDMONDS EX. ISTFLR=308.62 U)i (Z:) EX, HOUSE 1�t EXBSMTFLR=300.6, 7"� 0& Raot --.!/ 0 .4 - e, FrVAqU4 tAK19 ELEV295 1A LD-ac" "PI&I ava- ELEV290 T,)7' R E C EE I V rL D 0+78,40 JAN 18 2001 DEVELOPMENT SERVICES CTR, CITY OF EDMONDS 1qC-::5U-6 I EXPIRES: 4/5/02 General Notes I. FLOOR PLAN CHANGE & DETENTION 114101 No. Revision/Issue Date Firm Name and Address DEAN HOUGH& ASSOCIATES 8918 IITHSTNE EVERET7; WA 98205-1407 PHONE 425-335-0262 DRA WN BY* D S HOUGH Project Name and Address, EDMONDS SIP #98-161 21230 92ND PL W SEA TTL E WA 98133 Pr8ka' Sheet S 0 ADEVELOPMENT 2 LOT SIP PROJ Date 2 NOVEMBER 13,1998 Scale 2 1 IN = 20 FEET 1*1ft P2.GC829RDWG 000 (�7 /11�zl ZZ, R E C EIVE ED JAN 18 2001, DEVELOPMENT SERWCE�' R CITY OF EDMCNI)i�� BLOCK 5 0 Z HARUK 11-A!"I.R.-E-N-CCE 3' 2- 6 th A REMOVE EX WITH STAIRS SSMH#1A RIM=2875 INV M h!1 0 N '2 () 9 L. 6 `12 12 - d C14 -01 A UVA 9 A 012 1-3 3.0, 0. 7' (TYP) 3'4' 2.1 -13-13-13 -9 f _35031- -V P -11 W -0-3 12.25' f-,C:r 20 4 , 53 0" 61 'n GARAGE - 9 3 0. 3�'-] 12" S P R ifiC �E 1 JA-9 d DIRT FLOOR f 1,01 �10 916 �7 23' f FIR 24' AS HALT METAL 00 04 04 GARAGE 1-: 291.4 IS. FIT 1 0 1 0 0 IN 0 CD 0) 0 1#" Fl 10 1�0" FIR a) r cv IS WOOD /BRID/BRIDGE GE PON15,, OOD DEJ F(I CID W 13 50.4' LOT I 00 C4 EXISTING HOUSE 21230 92nd PI W Ld FL ELEV = 308.62 0 L_ 0 C, 3 11.2' r15.9' 0 ciii! 9.7' to _N .5' 22.4' :�t ;R4 BLACKTOP 23.3' fV 0) 0 0 LINE 9 136 SF Z 31 ---------- NEW M. C ...... 1 R71 In Lo V_ ....... ...... -REMOVI SH PHALTARE4 ADED �S PA LIE St 1A DED A RL-14 WIZ 5 " CLA SS B A SPHA L T C ABANDO .... ... I -ON 49'B) ISE COURSE CRUSHED AGGREGATE U .3 0 nt . ........ ,, OW -CB) L TEASSHO .0 L 2 C&&(PJ__i WN JV8W,DE USE 6'PtC TO CB#1 -USE 6"PVC TEEAS OIL SEPARATOR C rMN .2,P, WILLOWS' �--J N-� IN - USE EXTRUDED CURB AS SHOWN TO CB 0 119N 10", USE 36'- 91`CPEP @ 4.17 % 00 &DERS N __r 10- CEDAR' 14AC6r "%,CB#1(TYPE 248'9 RIM=304, 0 40 VF29Z 04 LOCATE �S SHOWN R YIPOL YiLlr WTR SER 14CES - 2 E4, 12AFcmPga5% U§E'SO4FD COVER .9. N 1� Q,Z�47�dDERS OVE & 1��PL.,,, ,43 0-71UN ", 11 L n=A Ae%] /=Of UP.-- Li f3n 1/0 MOM A11C X W a. rn C4 0i to IAIVP6 Lit I 0 70* 4)* C, V 04 M, i SS M1-1#1 RIM=400,69 INV=395.71 1 3W NOi ELEV EQN. -91.9'710 ASSUMED BENCH co 0/%$' '01 IENCH MARK .4 EL: 300.00 EX. CS I RIM 29 10.5 IE.SW 296. SET CORNER U OF LOT 10 0% SET PK JOIN EX. S.D. MANHOLE ATINV=285. 01 *9) NAIL (TYR) LOCATE IS AS SHOWN -SEE SECTA-A C 2 R"'OADISTORM Lm.)RAIN PLAN E_�lh It - SCALE. 1 =20'0" s"PECIFIC NOTES 1. Sidewalks shall be per City of Edmonds Standard Drawing. and surfacing shall be per City standards also. 2 An additional mailbox shall be constructed on 92nd PI W according to US Postal standards and coordinated with the local postmaster. 4w, 3. A# new driveway paving from 92nd P1 Wto new house shall drain toVkwtt C8 shown. 4. Power and TV cable shall be installed underground from the existing oui to the new home site shown on the S.D. Site Plan, sheet I- of 2. 5, Utility locations are approximate and the contractor shall explore and locate existing lines to make sure of location, depth and alignment The City and Engineer are not responsible for said locations shown hereon. 6. Driveway and approach radii shall be 10. 7. The contractor shall be responsible to obtain all necessary permits and notify the City 24 hours in advance of any construction, 8. Traffic control shall be coordinated with the City of EdmondsTraffic Engineer prior to Bowdoin Way utility work commencement 9. Tie all downspouts in lot 2 to the storm system using 4 " PVC pipe as shown. ialn new CB#3 add a 6" plastic tee for oil separation to Alter water going to the public storm drain, 11. IF ROCKERY OVER 41 IS REQUIRED, GEO-TECHNICAL INSPECTION WILL BE REQUIRED BEFORE AND DURING RECONSTRUCTION OF THE ROCKERY. EXIST SHRUBBRY, 6'HIGH PLUS 0 EVERGREEN TREE OR DECIDUOUS TREE, SIZE SHOWN(DIA) DOWNSPOUT NEW CONTOUR LINES X CLEARING UMITUNE 2"REFERENCE POINT TO R1W LINE, LOT CORNER SET(REBAR WICAP) M SET 2'X2 " S TA KE & TA CK X LOT CORNER SET (TK IN LEAD WIDISC) El SET 2X2 - S TA KE & TA CK(I'RP) NEW WATER MAIN OR SERVICE NEW SAN, SEWER MAIN OR SER LICE EX, WATER MAIN OR SER WCE Ei SAN, SEWER MAIN OR SER14CE . ............ W 0) 0 ni� V/ CIINI T Y MAP 1 2000# UIFUU SECTION A o- A SCALE: HORIZ; I 10ii VERT- li`�--4i (ALONG NEW STORM DRAN ALIGN, AS SHOWN) GENERAL NOTES 1. Al/ workmanship and materials shall be in accordance with City of Edmonds standards and the 1998 edition of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction(WSDOTIAPWA). Z Temporaiyerosion/waterpollution measures shallbe require d in accordance with the latest edition of the D. 0. E Manual. 3. Comply with all other permits and other requirements by the City of Edmonds Community Services Group or other govering authority or agency. 4. A preconstruction meeting shall be held with the City of Edmonds Community Services Group office prior to start of construction. 5. All storm mains and reteidetendon areas shall be staked for grade and alignment by Exacte Surveying Service or an engineering or surveying firm capable of performing such work. 6. Storm drainpipe shall meet the following requirements:. A. Reinforced concrete pipe conforming to the requirements fo AASHTO M 170, B. Corrugate metal pipe with asphalt coating conforming to manufacturers requirements, C. Steel aluminized pipe conforming to its manurier's standards. D. Steel pipe conforming to the requirements of A WWA C 15 1, thickness class as shown on the plans. - E. Polyethylene smooth wall pipe perAdvance Drainage Systems (ADS) N 12 constructedper WSDOTIAPWA Standard Specifications 7-04. 7. Special structures, oillwater separators and oudet controls shall be installed per plans and manufacturers recommendations if applicable. 8. Call underground locate line 1-800-424-5555 minimum 48 hours prior to any excavations. 9. Where connections require "field verifications", connection points will be exposed by contractor and fiffings verified 48 hours prior to distributing shut -down notices. APPROVED AS NOTED, RIGIff-OF-WAY CONSTRUCTION PERMff AND INSPECTION REQUIRED WATER SERVICE INSPECTION RECEIVED JAN 18 2001 REQUIRED. CALL 771-0235 DEVELOPMENT SERVICES CTR, CITY OF EDMONDS 0eg-6146 TEMPORARY CONSTRUCTION ENTRANCE ( ' - PER DETAIL) F EXPIRES- 4/5/02 1 General Notes I. FLOOR PLAN CHANGE& DETSNVON 114101 No. Revision/Issue Date Firm Name and Address DEAN HOUGH& ASSOCIATES 8918 11THSTNE EVERETT, WA 98205-1407 PHONE 425-335-0262 DRAWN BY' D S HOUGH Project Name and Address EDMONDS SIP #98-161 21230 92ND PL W SEA TTL E WA -98133 Projec'BoNNETT ENTERPRis Egheet 2 LOT SIP PROJ Date NOVEMBER 13, 1998 Scale 2 1 IN = 20 FEET P2.'GC829R.DWG SECTION425, TOWNSHIP27NORTH, RANGE3 EAST, W.M. BLOCK 5 HARK LAURE-INCEE 1732_6 7"Ah AV A 9 0 12 SILT FENCE ALIGNMENT SEE siLT FENCE DrzTAIL HEREo1V N 88*50'31" W a 6:1 7 1 A R j . _t 1 0 *HlT 'E: R C14 '12: 01 03 n P 111 0 04 - ". C14 %A'A 08 E-ED-11H 0 N 1) S C14 -0.7' (TYP) 3 4' 2.1' E -8-5 (P 3 -1 -VP -11 W.-O-3 12.25' rd"20' %53" RAGE - A ) GARAGE 95.03---- fq12" SpRe& 0 T 0.3 dDIRT FLOOR'� "95 '3F 0 1p- F R C14 COY) r z' - 24' METAL GARAGE 1 00 11 ASPHALT 43 04 V6 291.4 8"OFI 50.4' 0 15.9' (IV 0) 1 IN LOT I 06 N EXISTING HOUSE Ci 9.7' 21230 92nd PI W co 0 Z �11 FIR FL ELEV = 308.62 6.2' C 0 04 /0 /20- FIR -151 *22.4' CLEARING LIMIT UtYES CLEARING AREA = 5065ISF. w =) (d 0 CPQ11Zj- Z 0� a) ' 0 U-) CV co C.) n IN n 3' WOOD C'4 /E RIDGE PON� C.0' V_ / BLACKTOP --411 21.3' iE N rl OW WT IJN-= 9,136 SF DEJI WITH S AF 0 LISION ('31"ONTRL"IL NOTES 1. A CONSTRUCTIONENTRANCEACCORDING TO THEDE7AIL HEREONSHALL BEINSTALLED FROM92ND PLAS SHOWN. Z ALL E)(POSED SOILS SHALL BEHYDROSEEDEDAND MULCHED WITH STRAW WHEN EXPOSED FOR MORETHAN TWO WORKDAYS 3. FABRIC SILT FENCE SHALL BEINSTALLED ON THE WESTAND SOUTHSIDESAS SHOINNAND PER DETAIL HEREON, 4. MAINTAINALL EROSION CONTROL MEASURES DURING CONSTRUCTIONAND INSPECTAND CORRECTANYEROSIONANDIOR SILTATION ON A DAILY BASIS. 5. OTHER BMPs MAYBEREQUIRED BY THE C17YOFEDMONDS AND THE CONTRACTOR SHALL INSTALL AS THEYARE NEEDED. 6, DURING INSTALLATION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL CONTROL AND COVER EXCAVATED MATERIALS AND PLACE SUCH MATERIALS ON THE UPSTREAM SIDE OF THE TRENCH. 7 FILTER FABRIC SHALL BE PLACE UNDER THE GRA71NG OF THE NEW CBS AND MAINTAINED DURING ALL STAGES OF CONSTRUCTION. 8. REMOVE FILTER FABRIC ONLYAFTER ALL CONSTRUCTION IS COMPLETEAND GRASS IS FIRMLY ESTABLISHED. 9. MARK CLEARING LIMITS BEFOREANY CLEARING IS DONE, iaEROSIOIVISILTATION CONTROL MEASURES SHALL BE INSPECTED BY CITY OF EDMONDS INSPECTOR PRIOR TO ANYCLE4RING OR EXCA VA 770N. A, I c'0;"hONSTR'& "''O"'TION "'CHEDULE _10111c; a 1. HOLD P . R6_CONSTRUC'flON MEETING IN FIELD WITH CITY OFFICIALS AND CONSTRUCTION WORKERS PRIOR TO ANY -CONSTRUCTION. 2. mARKALL TREES FOR CLEARING THA TARE 8 " DIA. A T 5ABO VE BASE OF TREE. 3. INS7ALL CONSTRUCTION ENTRANCE PER DETAIL AND PLAN HEREON. 4. SET FABRIC FENCE AS SHOWN AND UNDERLA Y CB GRATES WITH FILTER FABRIC, 5. SA WCUT, EXCA VA TE; TAP MAINS TO PROPERTY LINE & RESTORE FA VING AND GRASSED AREASTO PROPERTY LINE. 6. CLEAR TREES FROM PROPERTY THATARE MARKED AND INSPECTED BY CITY FOR CLEARING. 7 EXTENDSEWER, WATER AND STORM U71UTIES FROM PROPERTY LINE INTO AND TO THE NEWHOME SITE. 8. PAVE REST OFACCESS ROAD BEYOND CONSTRUCTION ENTRANCE TO NEWHOUSE SITE 9. EXCA VA TEAND BUILD NEW HOME COMPLETE FOR OCCUPANCY. iaREMOVE CONSTRUCTION ENTRANCEAND FINISH PAVING 7*0 PUBLIC PAWNG, 11, REMOVE FILTER FABRIC ONLY30 DAYS AFTER FINAL GRASS IS STABLIZED. ESC Minimum Requirement � Stabilization of Exposed Areas. A# soils exposed by lard disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding or other vegetation, plastic covering or mulching. Aff BMPs shall be selected, desigred, and maintained in accordance with the Manual, The exposed soils shall be stabilized according to an approved timetable. (Typically, no soils shall remair exposed for more than two (2) days from October I through April 30 and no more than seven (7) days from May I through September 30). V1 -- SHA DEDAsPHALTAREA 6�:5� W12.5"CLASS B ASPHALT .SJ�A 11B,, I SE COUIRE - CRUSHED A GGREGA TE Q br;,& W I V.u, (2 4 10 )RI RVYPOL U I+TR SERVICES - 2 EA, Y� r L _1� L A -1 SETCORNER OF LOT 10 Ld 0) !r) 0 0 KA EXIST SHRUBBRY WHIGH PLUS 0 EVERGREEN TREE OR DECIDUOUS TREE, SIZE SHOINN(DIA) DOWNSPOUT NEW CONTOUR LINES CLEARING LIMITUNE X_ 2'REFERENCE POINT TO R1W LINE 0 LOT CORNER SET(REBAR WICAP) SET 2'X2 " STA KE & TA CK X LOT CORNER SET (TKIN LEAD WIDISC) El SET2'X2- STAKE& TACK(Y'RP) NEW WATER MAIN OR SERVICE NEW SAN. SEWER MAIN OR SER VICE EX WATER MAIN OR SER14CE EX SAN. SEWER MAIN OR SERVICE R=251 4"-8"QUARRY � 12" THICKM555 DRI VEW4 YS SHA L L BE PA VED TO THE EDGE OF R-0-W PRIOR TO INSTALLA71ON OF THE ITIS RECOMMENDED THAT THE CONSTRUC710N ENTRANCE TO A VOID ENTRANCE BE CROWNED SO THAT DA MA GING OF THE ROA D WA Y. RUNOFF DRAINS OFF THE PAD, "'O"'ONST, ENTRANCE DE17 -Z A a IL (NOT TO SCALE) MEN NNUNNUNNUNN NNUNHUHNN MOWNHHHUNNN NAMNENOXNW.MM NNOMMUMMARNMEW 4 Z ON N N V; a 7 k WASHED GRA I 1 6 MAX POSTSFACINGMAYBEINCREASED H TO 8'IF WIRE BACKING IS USED NOTE FILTER FABRIC FENCES SHALL BE 25(4 -INOOD POSTS, STE., INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS 100% if AF Iff ff T FENCE L)""'ETAIL (NOT TO SCALE) EX. :Z Uj tu NEWHOUSE R" C Q a LU Z _j DA YLIGHT BSMT FLR=304, 0 EX. ISTFLR=308.62 Q q r., LU (w U Q, EX, HOUSE tr (6!;: rt LU tw " 00 EX BSMTFLR=300.6(A cc Cfi ELEV300 ;5) NEX 6'W0 FENCE IvE A P Z"A& ewet PORT16 IVI �STALLJ'vw ELEV295 ABANOOM 13 L o To L REJOIN Ek SIDE SWR. "JOIN WINE W 6 " TEE TO 4 " P VC S WR ao(Al 94"- &_ 1plv*4e "ZZ' 14 Z&C" &W,0" eAm.-- SCALE., HORIZ; 1"= 10'-0", VERT- 1'�--4�-011 IA I rUir, i=y qinxQIA1P AD/iDA! 'rn jl=V 14f-I APPROVED FOR CONSTRUCTION BY- DATE. ELEV290 285 0+78.40 RECEIVED JAN 18 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS 0- General Notes a N_ I. FLOOR PLAN CHANGE& DETENTION 114101 No. Revision/Issue Date MOMME0 FIrm Name and Address DEAN HOUGH& ASSOCIATES 8918 11THSTNE EVERET7; WA 98205-1407 PHONE 425-335-0262 DR4 WN BY' D S HOUGH rproject Name and Address. EDMONDS SIP #98-161 21230 92ND PL W SEA TrL E WA 98133 P'20OMA PMENT Sheet S DEVELO 2 LOT SIP PROJ Date 2 NOVEMBER 13,1998 Scale .2 1 IN = 20 FEET CITY OF EDMONDS I DIPIRES. 4/5/02 c;F1,4? JAN DEVELOPMEN'r CTR. CITY OF aumc,",iis