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614 WALNUT ST.PDF11111111111111 13661 614 WALNUT ST 1119-19 IgI A' W KEY NOTES WALNUT E x- I -�I— i w4 J /L -.7 7717.7. n5 7mmy I t-= 1171 1. 1.. —*J- �Llex> 81Z CD 60 CW V I --gr W� 0 0 7- Li i t=� -ei r 9LL F?4t-1 PLOT PLAR I -In Vtr,\ cvk �o EAGLEWOOD HOM 2��-i - V4=A--1 —t-4=--. .06; - k=, -1.!2. sz -Z Jef�rey C. McNaughton BUILDING DESIGNER 144 Railroad Ave # 217 tdmonds, NVA 98020 (206) 775-6171 BLUG HIGHT CALCULATI 44-1 — I Z�C7. Od7 4� 0� iig.----, I 7--j - --= +414 �-rr= Kg. Ij LOT COVERAGE KEY. NOTES WALNUT E: x- I -�r- I -t:—'l-e:' ij c— lf 5w 91w— (D t=k= A. L 141 Feel, -,--Lrr /77 r'. . ' : . . . . . . . . : . . V c� :r r J PLOT PLAR EAGLEWOC 2!� I — !==>� cs - k=;, 4 Jeffrey C. McNaughton BUILDING DESIGNER 144 Railroad Ave 0 217 Edmonds, NVA 98020 (206) 775-6171 f 0 a �'pe OL Dr 10 E;& D HOMES APPROVED BY PLANNING -1 - =- L'i I --- -- . IS71 Df-,-,, r- &---F-T1—t-j) 0 <--c=' 9-� � If- r4rl CITY. COPY BLUG HIGHT CALCULATI 4- 1 0. 0 e 12--j - r=, +4 1 Z4 oe--, t'j 01 LOT COVERAGE W-10 ?—I r='e' --"R. f —r PROJECT REVIEW CHECKLIST 0ROJIfCT NAME: PLANCHECK#: 1V-1(fV PROJECT ADDRESS:-. &14— Nlll-U/PT -S7 RECEIPT DATE: t3/ 1'01'26 PLAN.IWATER SetbacksNariance/Setback Adjustment Conditional Use Permit .-., . . . . . . . . . . . . . . . . . . . . . . ................. ...... ..... AD13 Requirements ............................................. .............. Other Zoning Requirements f. . ..... ......... ...... . . . .. ... . .... Underground Wiring Required . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . . - - - - - - - - - - - - - - - - - - - - - - - ... .... .. . . . ..... . Lot Slope 15% . . . . . . . . . . . ......... ............... .......... X$ . . . . . . . . . . . . . . . . ....... ... .. ....... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 91UAlA SEPA Environmental Checklist/Hydraulics Permit . . . . . . . . . . . . . . . . Tree Cutting Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ... ...... Plat/Subdivision Requirements Legal Description Verification ...... ... ... . . .... ... . ........ Quit Claim/Street Dedications . . . . . . . . . . . . . . . . . . .. ...... ... . . Easements - Public/Private .............. :2 Engineering Storm Drain Review Fee 30 -.I*fl . . . . . . . . . . . . . . . . . . . . . . . I .... . . . ... . . ...... .. . . ..... .............. Engineering 2.2 Inspection Fee D I'll"ll' Drainage Plan (On -Site) ...... ......... . Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line :174. Open Ditch7Existing ............ . ............. . . . . . . . . . . . . . . . . . Culvert Required Culvert Size Shoulder Drainage/Shale Open Runoff Catch Basin Required ........... Driveway Slope & Vehicle Access Sidewalk Required .................. .:24-1 Curb & Gutter Required 25 Curb Cut For Driveway Required .. .......... Street Paving Required . . . . . . . . . . . . . . . . . . . Right -Of -Way Construction Permit Required Street Name Sign Required Other Signing Required . . . . . . . . . . . . . — . Bond Required For Public Improvements ........ ...... FEMA Map Check/Water Table .. .. .. . . . ... Side Sewer Availability ............... ...... ::::33:- Calculate Sewer Connection Fee If No LID #jff� : ..... ..... Create Street File . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.5- Existing Water Main Size .......... .... ..... ..... . . ............................................ . .. .. .. . Water Meter Size ---------- ............. Service Line Size . ................ . . . . . . . . . . X. ...30 Water Meter Charge Required .......... . ... .... ...... ........ Hydrant Required . . . . . . . ........................................... . . . . . .... Hydrant Size Existing Fire Line Charge Required - Sprinkler Ajo ............... Street Cut Miscellaneous 4 4 Reviewed By: FIRE PLANNING ENGINEERING PU�I�g WORKS 1 4 1996 PUBLIC WORKS DEPi R E C 0 R D OF C 0 N T A C T S 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT # DATE ISSUED RECEIPT # 9 29 10 30 11 31 12 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT DATE ISSUED RECEIPT #,Z?C>a!K 14 PAID $ RECEIPT # DATE 34 35 16 36 . r 37 METER SIZE�& //PAID $ 930� DATEII-V-9�- RECEIPT # 18 38 19 39 20 40 The City of E&nonds Water Service Drawing EASEMENT NO . ......... ................. ............ NEW CONSTRUCTION REPAIRS F� LID NO . .................. . ASMT. NO . .................. n 0633 OWNER................................................................................................ CONTRACTOR .................................................................................... PERMIT NO . .................... 16111- Wall .4 .... ......... I ......... I .... 'bNCRIPTION-. LOT NO . ...................................... BLOCK NO . .................................... JOB ADDRESS ................................ 4. . ct 4 f T- � .............. LEGAL ku %j PWW-0001 -11/75 (REV. 11178) NAMEOF ADDITION ..: .................................................................................. .................................. z �ij f Pa,R'r( lAl 7 Approved: DATE3,3 ..................... ....................... By ..... --- -- ------- 'OOOC. CITY OF EDMONDS �110 19, Address of Construction: 04 WNrw\� Property Legal Description (Include all easements): SIDE SEWER PERMIT PERMIT VQ10 8821 Owner and/or Contractor: CO3 State License No. ----Building Permit No. — Single Family 0 Multi -Family (No. of Units—) 11 Commercial El Public EDMoNos DEPI Invasion into City Right -of -Way: N No El Yes RW Construction Permit No. Cross other Private Property: ML No El Yes Attach legal description and copy of recorded easement I ce ,7ify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY FOR INSPECTION CALL "If-SM, PUBLIC WORKS DEPT. .7,7 Cxg..3,5 /), - I Permit Fee: '30 Issued By Trunk Charge- Date Issued: Assessment Fee: Receipt No.: Lid No.: Partial Inspection: Date —Initial. Comments Reason Rejected: Date —Initial Final Inspection Approved: Date,,L_L_?_LInitia. ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Cop y: In I spector Bu . if Copy: Applicant Revised 3.190 9 The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NEW CONITRUCTION,&"'� REPAIRS F-1 LID NO . .................. . ASMT. NO . .................. OWNER................................................................................................ CONTRACTOR .................................................................................... PERMIT NO. CE F) -� I .................. JOB ADDRESS ... (-e .. ( ... 1.4 . ...... VZo . . ... Llcz . ..... ....... LEGAL DESCRIPTION: LOT NO . ................. .................... BLOCK NO . ............. ...................... .................................................................................................................................................................. NAMEOF ADDITION ....................................................................................................................... 4 Peep 19 I RVA, i 4VILNT PLAN]-E / 1TV.c- 4f Approved: PWW-0001-11/75 (REV.11/78) DATE � ....... . ...... ......... By CITY OF EDMONDS ZONE CONSTRUCTION PERMIT APPLICATION D. OWNER NAME NAMF.OF BUSINESS PADORESS of tv4h Arjo-t- ,,ADDRTST.. �N 00-f7-.,40Ai_ey :57- CITY ZIF_TjPH0NF NUMBER "71_ba2 1IBER DATE 0411 Aj 7 include a if Z Property Tax Accoun- -W3 -CO10% Q., No. SW PLUMBINGIMECH COMPLIANCEOR CHANGE OF USE ElREMODEL SIGN FENCE El M REPAIR ..S. I x _FT) WOODSTOVE El Swim POOL I.sERT HOT TUB/SPA GARAGE RETAINING WALL/ ROCKERY RENEWAL z 0 T SM ES F S S 9R ACTIVITY) EXPLAIN: I al/u_ NUMBER D.UMILIER O� 0 OF LING E qlVe ACRAEITICAL AS :FI4?5_/101 -ICOO STORIES, UNITS H PLOT PLAN) PERMIT 9 r066 3_3 NUMBER & r /9 1 q6--1 so IVIA PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Appr�ed 13 I RW Permit Requir d 0 EXISTING I REOUIRED DEDICATION Street Use Permit'Req'd 0 62 InSpeCtion Required PROPOSED Side.11k Required ,dE I L7E SIZE I NO.,0;jXTURES I � PRV YES2OUIRED NO 0 pIlf&I En,t) �j SIGN AREA SEPAREVIEW AD8 NO. ALLOWED PROPOSED COMPLETE 1EXEMPT L+: I EXP SHORELINE 11 7ARIANCE OR CU LANNING REVIEW BY DATE BACKS — FEET 4+%ej. HEIGHT I LOT COVERAGE FRONT2.cj, SIDE 1,;' REAR 6' 1 7- 5� 1 3 5_0% 35% - 4-7* SPECIAL INSPECTOR JOCCUPANT REOUIRED ;V ;zo..70z LOAD 0 YES 111PARKS PROGRESS INSPECTIONS PER UBC 108 . ( -V"--V _'!11 _n ZL44-C, f trl!q "A 1"WS-111111 FINAL INSPECTION REQUIRED 6 Wx &Lmw ew. VALUATION FEE PLAN CHECK FEE 67 7 9o' H C ia*�_ GL 0 I ��, ;0 % BUILDING PLUMBIN 0 77 Ple0thick No. "36 AV MECHANICAL This. Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewpiks,, .drivewais, marquees, etc.) will require separate permission. STATE SURCHARGE 102) Permit Applicallaii:180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DR UNAGE FEE 30 A3 "Applicant. On behalf of his or her spouse. heirs, assigns and ENO. INSPECTI ON FEE 0 a . uccess I ors in interest,, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, a emOloyees,.and agents from any and all claims for damages of whatever nature, arising directly or Indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city ordinance 0 x nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE !A I.Provision." - . I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL Information given Is correct; and that I am the owner, or the duly ,.authorized agent of the owner. I agree to comply with city and tate laws regulating construction; and In doing the work authoriz. THIS PERMIT AUTHORIZES This application Is not a permit until d thereby, no,person will be employed In violation of the Labor ONLY THE signed -by the Building Official or his/her Code of the'State of,WashIngton relating to Workmen's*Compensa- WORK NOTED Deputy; and fees are paid, and receipt Is tion Insurance and RCW 18.27. INSPECTION acknowledged In space provided. NEFI-OR AGENTI, SIGNED DEPARTMENT JDATE CITY 09 0 CIA - IGN �imv o/j EDMONDS 'A17ENTI0.N CALL FOR INSPECTION 60 RELEI-sio sy:— 41 6717 b IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — inspector A CERTIFICATE OF' OCCUPANCY HAS BEEN GRANTED. USC SECTION 109 a- PINK — Owner GOLD — Assessor re R F 7 SEP 1`8 1996 01 ENGINEEHINu, City, �'Of -Edmonds RIGHT -OF -WAY -CONSTRUCTION PERMIT Permit T4umbir. Issue Date A. Address or.Vicinity of Consti . uction: 614 Walnut St (9701803) B. Type of Work.(be s*ific): Iustall Service 890 19 C. Contractor: Washingtou Natural Gas Mailing Address: ' 1122 75 St SV, -Everett 98203 State License #: D. Building Permit # (if applicable): Contact: Mariamne Kingsbury Phone: 356-7500 X7596 Liability Insurance: Bond:$ Side Sewer Permit # (if applicable): E. EJ Commercial F] Subdivision City Project gJ Utility (PUD, GTE, WNG, CABLE, WATER) n Multi -Family Single Family Other INSPECTOR: 114SPECTOR: F. Pavement or Concrete Cut: i-J Yes LLJ N o G. Size ot (-'ut: x Ii.* Chargq APPLICANT TO READ A /T ,)SIGN 4/ INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City ofEdmonds 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 or not limited to the defense of any legalproceedings including defense costs, and attorney fees by reason ofgranting this permit. THE CON TRACTOR 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 ISCOMPLETED BY CITY FORVES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihave read the above statements and understand thepermit requirements and thepink copy of thepermitwillbe f, . available on sitoat all tinye$ or ins . p6*on.p ses. 10-30-96 Signature: Date (C�itractor or Agent) CALL DJAL-A-DIG PRIOR TO BEGINNING WORK FOR: CItY USE ONLY APPRO VED BY. T IME AUTHORIZED: VOID AFFER. DAYS SPECIAL CONDITIONS: RIGHT OF WAY DEPOSIT DISRUPTION FEE/FUND Ill: J RESTORATION FEE: PERMIT FEE:: TOTAL FEE: 00 COMMENTS: RECEIPT.FEE:.,— DATE: ISSUED, BY: NO WORK SHALL BEGIN, PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.) I Comments: I Diagram.: CONTRACTOR CALLED FOR INSPECTION El YES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: W I 1 -111, : ISLAALAL- Cum Matura — AVW&twXjft)n EMW COMPMV I Watermain depth Q/A - gas main Addendum to: City of Edmonds Right Of Way Permit Application Submitted by: Mariamne Kingsbury Engineering Aide Washington Natural Gas 1356-7500 X7596 zo --DI e-T- - Nj/c Co k 4 VJA LJOU I- C-, Key: -W- Water -G- Gas -SS- Sever -& Water hydrant 0 Water valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 N-1 N a h ON AV*dwXjlcn EnefgY COffPcIrV Watersain depth -,/A _j�7 - gas main Addendum to: City of Edmonds Right of Way Permit Applicatiou Submitted by: Mariamne Kingsbury Engineering Aide Washington Natural Gas 1356-7500 X7596 W-1c). U" 1-i T- lf�pr%- I I" M .zo -vt e--c . Cok4 VQAL-fJUI- C-j No CA,-'T'S 4) PD cl -3- 0160 Key: �kvater -G- Gas -SS- Sever -& water hydrant 0 Water valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 CITY OF EDMONDS USE ZONERSt,6 PERMIT NUMBER 960063-3 CONSTRUCTION PERMIT APPLICATION SUITE/APT ... RESS W1.41-*ar :57— N RNAME-NAM F BUSINESS LEGAL DESCRIPTION CHECK /.Or 4 1 SUBDIVISION NO. q��/80 LID NO, IIiv1A M AILING ADDRESS �j �J.) PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING �R�EOUIRED DEDICATION PROPOSED TESCP Approed RW Perftt Required 00881 USS Pdr.11 Req'd D a Insoft0on Required .4r CITY -ZIP ji� ORX TELEP..jE NUMBER n NF ,4 SIZE L7E SIZE NO. 0 FRI REOUIRED 141TURES y NO S EA A I REMAAKS Pkv:.- F,-,e ZIP ITELEPHONE NUM13ER e e,;!4 NA Dhey'Sr- EN�GN G 0 TED ZZ CITY ZIP TELEPHONE. NUMBER )DATED REVIEWEDUY 8 cc rc 041*15 _hDAT E .!��BER SIGN AREA SEPAREVIEW ADS NO. ALLOWED PROPOSED L-�: COMPLETE 1EXIMPT EXP SHORELINE# V Legal Des *ription of Property - Include all easeme Mal Z 2 A S_ 9S ov VARIANCE OR CU PLANNING REVIEW BY DATE SETBACKS —FEET #,;04 (j ZOI HEIGHT F;U0jNT?_,Q1 SIDE REAR LOT COVERAGE 3517, _1 Property Tax Account pe -00G -00 rcel No. 434 ot A r_ 6e_ki,,4LL*f owsp. 11ae Av.,AkA-," &EW PLUMBINGIMECH COMPILIANCE OR 9MON CHANGE OF USE j,%-A,,,le4 it, -35,7. :,4�4 REMODEL SIGN FENCE REPAIR' CyDS. I X ---- FT) E] D If.. WOODSTOVE SWIM POOL .1�9 1:1 114SERT HOT TU"PA GARAGE RETAINING WALL/ ROCKERY RENEWAL 0 S ESS 9R ACTIVITY) EXPLAJN M I alwa- NUMBER. INUMSER CR 0 OF 2. DWELLING e STORIES UNITS O�w W Axii, CHECKED BY TYP OF CONSTRUCTION CODE OCCRU.NT GRO 3 5 ECI,tl. INSPECTOR RPOU ED OCCUPANT LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108 Z I 14 L A4 1-5- WISLZ Aa Y25- 439 7 WORK T. 0 Sa DONE (AIJACH PLqT P ?DECRIBE FINAL INSPECTION REQUIRED VALUATION FEE FEE rBUILDING PLAN CHECK FEE H GLAZING PLUMBING Plan, Check No. MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction On the public domain (curbs, sidewelks, STATESURCHARGE .driveway$, marquees, etc.) will require separate permission. Permit Applicadon:.180 Dais Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE 0 "Applicant. on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE 30 successors in interest; agrees to Indemnity, defend and hold harmless the City of Edmonds, Washington, its officials, 2 employees, and agents from'any and all claims for damages of X whatever nature, &rising directly or Indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT �4 0 modify, waive or reduce any requirement of any city ordinance x nor limit in any way the City's ability to enforce any ordinance provision." - TOTAL AMOUNT DUE /I W I . ......... I hereby acknowledge that I have read this application; that the Information given Is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and state laws regulating construction; and In doing the work authoriz- ed thereby, no.person will be employed In violation of the Labor Code of the'State of Washington relating to Workmen's Compensa. tIon Ins . ura . nce and RCW 18.27. THIS PERMIT AUTHORIZES This application is not a permit until ONLY THE signed -by the Building Official or his/her WORK NOTED Deputy; and fees are paid, and receipt Is INSPECTION acknowledged In space provided. DEPARTMENT CITY OF 0 CIA ' IG DATE ,�qTIJRE( NER-OR AGENT) JDATE ;IGNED EDMONDS CALL FOR RELEISED BY: INSPECTION b ATTENTION IT S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL -INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector 771-0220 A CERTIFICATE OF OCCUPANCY HAS 13EEN GRANTED. UBC SECTION 109 PINK — Owner GOLD — Assessor 4-0, .7 ;Rl t-1 r-L - —1 mot -t T-p- dzt-P�N � I CO w 60 V 195 -fi- --- WALNUT w 91W qeaw"� of 707 r r #V'cA5:. Ila PLOT PLAR EAGLEWOOD HOMES 2;eT —I — t:p-� Jeffrey C. McNaughton BUILDING DESIGNER APPROVED BY PLANNING 144 Railroad Ave H 217 .Edmonds, AVA 98020 (206) 775-6171 CC, ,,KEY NOTES (DIS I k�:) M tl 11-4 pri rL-jI-j.-h5.= LI �-4=-I-,TU9!0Mt::l \ 17-5 STREL""I"o FILE D Ao— EILUG HIGHT CALCULATIONSO 44-1 JZ�e. ee ' - 11 9-S rl I +414 �-rr= K:5. 4 e0---5t5r=' c--. fFz-t-i ptff-'-'Fanet::' LOT COVERAGE Z�zz'-r' 15a. r--r. XEY. NOTES WALNUT r::. K I-:, -t- 11-4 4 91W 8,ili- t�r�� 0 Lj I h.-M 0 MEW= 4r4 G 6-- "T- LIT-ILATT c -1 ZVt 17-S 171. BLUG HIGHT CALCULATION& CIO I ?10 4+;?' 119-95 PLOT PLAR E GLEWOOD HOM A STREET FILE,-) ni 4 � 2- - r. 1 - I I - r-'z' z -z t'j palE fa-St5r- - N 3effrey C. McNaughton BUILDING DESIGNER APPhOVk:+b bV 144 Railroad Ave # 217 Edmonds, NVA 98020 LOT COVERAGE (206) 775-6171 PLANNING DATA NAME: F-IA444,� SITEADDRESS:- 6(4 -DATE: 8f /?j / �j ZONING: Ps- & PLAN CHK#: 96 -Iffo PROJECT DESCRIPTION: 4on9-e� V V CORNERLOT Ye s es/No) SETBACKS: Required Setbacks: (W-A--#�Front: 0-0' Left Side: 15' Right Side: 2-0' Rear: Actual Setbacks: Front: ?-o Left Side: 14' Right Side: Rear: Street map checked for additional setback required? Y4 - "" (Yes/No) r'l-wq LEGAL NONCONFORMING LAND.USE DETERMINATION ISSUED a , (Y1N) LOT COVERAGE: Maximum Allowed: ---_Actual: 34.2-44 .3 6 U0 4.ol Lt cit, v 4e, Ln BUILDING HEIGHT: Maximum Allowed: Actual Height: Datum Point, -4�on' kwir &h,& Ni�L"�Datum Elevation:, /Z4.07 SUBDIVISION: S- 5 7- - No 0 CRITICAL AREAS #: 5 9t�'- /go) SEPA DETERMINATION: 2�,IVA 05 LOT AREA: Y7. 2- on 93, o" OTHER. I.. CW&KA i- A01A IWAI'-h lk"I b e-� OA� be 1'1�fk 11 A k-j W Plan Review By: PROJEC Reviewed By: HHt PLANNING ENGINEERING PUXVg WORKS 4 1996 PUBLIC WORKS DEPI WALNUT 91w- PLOT PLAN EAGLEWOOD HOMES v.'r3ol� '�N* Jeffrey C. McNaughton BUILDING DEIZIGNER 1144 Railroad Ave # 217 Edmonds, WA 98020 (206) 775-6171 ' KEY NOTES .ESU W=VEE;e� rl M- I wEr-tlf— T-- LJT-IL-ITl- CA ;A P 0 4 190;- PEAM'T COMYTEh, BLQ'G HIGHT CALCULATION& 41 — M-O..Od7 4+ e— 11 4414 Frr= 14:5. oc> 4 M-ttE: !S LJ.E3 1--> 'S 1� " F::-�-r t-L,—t-A LOT COVERAGE ENGINEERIXG Lic 5 Total Days ROUTE TO 0 Back' 1,12 -2 Add? led 61 %122,tl,$�� RESUB #1 ON ack _-Tqj2j B Add?�- Total DayiLL" ",M�ile'd RESUB #2 ON To Back. Add? Total Divs', Mailed- inage Plan & Caicsj�jl( ""R, Ar OK Plan/Calcs/CYG /3�—�EPA?/;t/�OOK�9 Corrections Required d [ E 1. STREE."ge'e' 3. Driveway Slope 0/o_j62_Profile OK 6 K 2. 4. Truck Route Plan S. Street Dedication? FEET 6. Ewment _jype OK- CJ(f OTHER CON04ENTS: 4. 5. PW REVIEW Date Sent Back ��FIRE REVIEW Date Sent Back — PLANNING REVIEW TIME TOTAL DAYS *** ENG REVIEW TIME TOTAL DAYS FIRE DEPT REVIEW TIME TOTAL DAYS *** PW REVIEW BUILDING DEPT REVIEW TIME: In -House ORDINANCE COMPLETION DATE -Outside - TOTAL DAYS TOTAL DAYS COMPLETION DATE TOTAL REVIEW TINE DAYS PERMIT #. ISSUE DATE *CONTACT PERSON STATEMENT* BY SIGNING TMS FORM I UNDERSTAND THAT I AM THE ACKNOWLED I GED, CONTACT PERSON FOR TEEIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBBffrrALS WI'M THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF TJOE PERMIT I UNDERSTAND THAT IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL 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 APPLICATION. 7P SiA ,,—ed Date Mailing Address 7-78 27 9 -3 e,ri� ycx�) 0CIAaD Contact) erson (Print _�T= VA Phone Nm�ber STREET FILE A L �Y-11114V&4rl tp-VL\ j*t,q4 5� 3,14 56':: I nc*)'N" E I V Ed C, C.?-P C' 4 a C 'PERMIT COUNTS"' A PPIRO VED 4,06tv ,� 64L * 01 "g, A (10 60 t!j.gzj ph n I KEY NOTES WALNUT e>e-j"-r1"4 (D @) G u P ri VL- 1 .-15- -'*N H -F--f 11-T-18 r. T= t-- PLOT PLAR "ot 8� V Vtr-\ cv,\ 0� VbyNk K\ EAGLEWOOD HOMES \%'> 0"')6, S-t -I - 4013- k=, Jeffrey C. McNaughton BUILDING DESIGNER 144 Railroad Ave # 217 Edmonds, WA 98020 (206) 775-6171 ------------ r\ BLQ'Q HIGHT CALCULATION& rj-- +411'4F4r= 4 LOT COVERAGE cn \ A C=3 C=) Lu 0.13 Atz L" MCC S:2 ui > LU IC= r LAJ CS Lu (-O/,o "- S f 1 H - 4 - r rz. --at ri va- -I M-7F ,!:. -rp- � " u WALNUT J in, M 00 TABLE ATER Sch 110-P 3,"STM D3034) e-1. CIO I r LU I rLAIN E GLEW A OOD HOM -11 X-- -Z Jefirey C. McNaughton BUILDING DESIGNER APPIROVE0 AS 144 Railroad Ave 0 217 r, A& Edmonds, NVA 98020 (206) 775-6171 r* r KEY. NOTES (D -� I t=k—F 1,JA4-4- - rv;r=�L-j .51J Wl--� z?/ e:41,&-�V-- e� rl H r4 t-1 r-L� -11-1. 15� T'-f- RECEIVED 14 k: i,-. ..w E p 1996 BLUG HIGHT CALCULATION& rj--- +414 Fn- Fl� LOT COVERAGE I S. dr., laq. f-T- I T V) ftj ru Z 9 SW 114, SW 114Y SEC. 24, TWP. 27N, RGE. wm `W 114, SEC. 25 NW 114, iv TWP. 27N. RGE. WM. EX. C. B. GR. EL.=113.94 WALNUT ST. I Ir rzllfc�=11,) A 20 0 20 60 _q um um Em PENOMENEW I MEESE= EX. S.D.M.H. 6" CONC. CURB & GUTTER b USE EXIST. S.S. STUB FOR PARCELS A, B & C Scale 1 20 ft T.B.m. EX. SSMH No. 13 ri I.E.= 106.3 CONTRACTOR TO VERIFY U) IM I.E. r_L.=11;.).1U 8"(SE)=111.6 EL.=118.90 RIM EL.=116.78 V) PRIOR M CONST. I.E. I.E. 8-(S)=111.4 8 2.5* BRASS SURFACE MON. DROP INLET (Sw)=±1110.0 CTR CHAN-105.78 /7� N 89#55'1 1",,E EX. 8" C.P. SAN 5EW. I.E. �N)=111.4 11D (W)=111.4 PER CITY OF EbMONDS m I C,_ (meas.) V) ±60 -6" PVC = Af%ATC CV 00 40' EX. S.D.M.H. BENCH MARK: Y Nk "Ar ir� 101a ME, �ffll m IMP m4w.. �Mppp "Rt M I 150'-51 WIDE ); 4" THICK 0 2.00X KIM tL.=11Z)-D'+ INVERT FLOW LINE M.H. No. 45, FILE No. 321-17, % BEHIND SIDEWALK 811% SD DID NOT MEAS. "4P CONC. SIDEWALK w EX. C.P. 811W _8,,W APPROX. LOCATION OF L9A 7Z11W L.I.D. No. 74, 0 WEMOVE EXIST. GR. EL.=114.78 T -b EX. WATER MAIN ELEV.=119.27 N. TS I.E. 6"(N)=113 TREES -7`-.� .28 6" CONC. CURB & GUTTER 4. SET TEMPORARY BENCH MARK: P� D- 0S4R OF Mr WC;WF7v10N ACCESS RAMP N\O' CHERRIFC; N 49.96F ��tIN. �1� F��CE 50' SILT FENCE TOP OF 2 1/2" BRASS DISK AT INTERSECTION 777� OF WALNUT ST. AND 6th AVE. S. r EX. S.D.M.H. ADJUST RIM TO MATCH NEW ELEV.=118.90 LOTS 6. 7,' 8, 9 AND. 10i':BLOCK 93, THE CITY OF EDMONDS,. COUNTY�`� WASHINGTON$ ACCC�RDING TO THE PLAT 120 3. '9 0 5"CHERRY RIM EL.=115.50 SIDEWALK ELEV. SNOHOMISH SAN. SEW. 12*CHERRY0 I.E. 10"(E,W-N)=112.14 RECORDED IN VOLPW 2 t9F �PLATS, PAdE 39, RECORDS OF ES7WT_ 1114- REC. #1109124 (D 10' DRAI -112.14 'A NEW I.F_ I W(S) SNOHOMISH COUNM CH RR NOTE: W_ ALSO COMMENCING AT THE Q.B "CHERRY EWT. 'L�NOTON. THENCE 15' 15' M.H1 No. 2-TYPE 11 18 1 W-1 on Cp 00.50% CP CONC. PIPE K 31 11 'SQU TH 30 WEST 150 �FEET� ' THENCE NORTH 3 "FEET, CN 0 I PP i Mima- i in -.A- -j- 2" x 4" 1.w u 60 SAN!t SEW. CLEANOUT 111t I 1 1 ! UGLAS FIR �,'_�KET; THENCE1 501 Et"70 THE POI T OF GINkIING;, IM E V_ATCH FIN. GRADE L 117.50 LEMA.11 8 N o -Z.E 11�-540� DO OR EQUAL (BEING A PORTION" A R 'OF THE NORTHWEST I 1 6* =114.48 -10 S Lo I �ORTHWE bt 9 I.E.=10,F.10 51. E)=1 12.48 7 .8 two ��K D WIRE AND FILTER FABRIC MATERIAL QUARTER OFSEC ON, TOWNSHIP 22 0 RANGE 3 EAST,. W.M.. RIM EL-117.50 IN-`SNOHOMISH Co 15' UTILJT� I'SMIT. �A 1. 1- 10-(N)=112.19 2" x 2" x 14 GA. WELDED 0 WIRE FABRIC OR EQUAL PARCEL, I.F_ 30 (W)=11Z19 18"MTN. kSH 01 01 CLUMP OF�l Lj 01 sl�� 0 O.F. EL=114.97 'XIA" Tf) 1 1 /'>* WACUMN �'DA%1171 1AAO1 r,4z C) Lj DATUM Ad) EX. SSMH No. 14 IR kp CL U. Lj RIM EL.-124.07 w CTR CHAN=119.27 DIRT EX, GARAG "FIR 01 (0 4 1p -120 L.wEL=12 A I VEWAY 101 1*8 follik: ARCEL ICICII IT to 60 IS 125 Z L) 1. EE. vpm K I i C (un) 10"HEMLOCWK x 128.-7-p mmwwummmmmm� 00 Ln F- OUT 18" PEAR M TL 2-026 1 0 Cq co 0.0 C14 6" CLEANOUT M 04 ALL, EXIST. 0 MATCH GR to n *, �5. 601 dAN. SE z 00) BUILDINGS I.E.=12 .00 w. cLEANou r ko T_ V_ TO BE REMOVfD 4 X MATPH FIN. GRADE 1 1?6.8 3 LAURELS I.E.6120.00 :2� co 0 8"-10,, P�RCE I V) 6 ',QEAR 10"WILLOW I I S.E. CO&__ 125 2 24 C. ) B LOT -To N 8�9 m I.0 Ch 5 8 d?o 26+2 8"FIR M.I.C. a: EX. GRAVEL DRIVEWAY 30-.. 10' WEST COAST PHONE ""-ESM'T. REC. #1356564 4) 59.91 7*M= 1.30 5 SAN. SEW. S wo FEN REC. #1446732 EX. SS STUB 150.00' (PEED) TL 2-031 cr_ (TYPICAL) 149.68' (CALC) V) 12: 0 TL 2-029 N 894'55'49" E D Z 0 D 1�s 0 Ir m Ad Q L) x U 0 0 0 z Q x 0 Ld U 1 D z CMP TO CP COUPLING tL zz- J I w z REMOVEABLI 130 _j 130 WATERTIGHT i:z COUPLING PARCELS A & C 0 _j R -7 to �_ 1 ^1 1- Of AT97 WTW V) I 1�1 I / ORIFICE AS SPEC. ELBOW DETAIL 55' - 30" CMP N.T.S. DETENTION TANK 0. 5# 120 120 L-6" SAN. SEW. CLEANOUT 4, 5' WIDE x 4" THICK MATCH FIN. GRADE CONC. SIDEWAL.K I.E.=120.00 :_. -__�x -EVVT 115 PLAN 115 BACKFILL IN TRENCH AND ON 04 BOTH SIDES OF FILTER FENCE .BOUNDARY AND TOPOGRAPH C INFORMATION ER SURVEY BY: EXACTA SURVEYING� SERVCE. j FABRIC ON THE SURFACE LAURENCE F. DiXON*.".'P.L;�S.� .12304 31st AVE.. N.E.' SEATTLE, WA. 98125 0. L -0670 PHONE N 365 CITY OF EDMONDS SHORT L 1, 6" P: �1 No. Li 96 GENERAL NPTES: CROSS SECTION 1. ALL WORK'AND MATERIALS SH * ALL-qE IN ACCORDANCE wTH THE CITY 'OF EDMONDS STANDARDS -AND SPEOWICATIONS ANO.".17HE WASHINGTON STATE DEPARTMENT OF FILTER FABRIC MATERIAL STAPLES OR 2" x 2" x 14 GA. WELDED TRANSPORTATION 1994- STANDARD SPEPIFICA71ONS FOR ROAD. BRID p GE 'AND MIRAFI 140 OR EQUAL WIRE RINGS MUNICIPAL CONSTRUCTION. WIRE FABRIC OR EQUAL TYPICAL ) r 2. ALL WORK WITHIN THE SITE ANIO STRgET RIGHT-OF-WAY SHALL BE SU8JEC T TO -THE CITY F1 F INSPECT14.0N OF THE INSPECTOR OF)'HIS DESIGNATED REPRESENTATIVE. ........... ............ 3. UNLESS OTHERWSE NOTED, ALL STORM SEWER PIPE SHA�L BE CONCRETE .(CP) 11 ... I It.._ 7 NONREINFORCED, ASTM C-14 (24" DIA�4 I I _PIER OR LARGER TO BE REINFORCED, EFJE CORRUGATED PIPE (ADS N-12), 10 ASTM C 7 IGH DENSITY PO4YETH .6 H N OR CORRUGATED METAL (CMP). CMP'; O,1BE GALVANIZED STEEL WITH TREATMENT t-ASPHALT COATING OR' 10 TER OR CORRUGATED ALUMINUM PIPE, OR AASHTO M274 70 ALUMINIZED STEEL" ALL , PIPES SHALL HAVE RUBBER GASKETS. ra ANITARY SEWER PIPE- SHALL BE.� PVC CONFORMING TO ASTM D-3034. SOR 35. -H 17- IT- -T 4.. S 'I C14 'C14 ru u u u 5. ALL WATER SERVICE - METER$ AND LINES SHALL BE INSTALLED BY THE CITY AT THE 2' 'xI 4" DOUGLAS FIR AT 4' O.C. BURY BOTTOM OF FILTER FABRIC OWNER'S EXPENSE. THE LOCATION:PF THE METERS SHALL BE DE7RMINED AFTER MATERIAL IN 8' x 12" TRENCH TWE, DRIYEWAY -AND FOUNDATION , LqqAT10NS HAVE BEEN FINALIZED. IN THE FIEW. ELEVATION 6. ALL REQUIRED SEDIMENTATI b EROSION CONTROL FACILITIES MUST BE SILT FENCE with LINEAR TRENCH CONSTRUCTED AND IN OPERATI ,%IOR TO ANY LAND CLEARING ANQ/OR CONSTRUCTION, TO ENSURE TH' IMENT LADEN WATER DOES NOT ENTER THE N.T.S. AL NATURAL DRAINAGE SYSTEM. '' 1, J, OSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY copq rnON AS DETERMINED BY THE CITY, UNTIL SUCH TIME THAT CLEARING AND/Ojf ONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION,-H'S PASSED. THE IMPLEMENTATION, MAINTEN�NCE, AND ADD(TIONS TO THE EROSION AND SEDIMENTATION CONTROL SYSTEMSISH ALLBE THEt RESPONSIPILITYtOF"THE PERMITEE. ROUND SELF-LOCKING SOLID COVER STANDPIPE MARKED "DRAIN" RIM EL.=117.50 0 16" MAX. Z PIPE SUPPORT(S): 3"x.090 GAUGE 0 8 LTED OR IMBEDDED 2" IN WALL STAND. GALV. REACH z C14 AT MAX. 3' SPACING. MIN. I SUPPORT STEEL LADDER/STEPS ROD (05 OVERFLOW EL.=114.97 ORIFICE DIA.=1 7/16' 55' - 30" CMP FROP-T EL.=113.59 0 0.50% SHEAR GATE DETENTION TANK 10, Cm 10, - 10" Cp P 00.50% I.E.=112.19 2� CMP TO Cp 2 COUPLING MAIN i.i, - 1w,4. COVER 30* OMP NOTES: 10. MIN. OVER DEI 'ATION TANK 0 P FINISHED GRADE DKEONMION - - - - - - 1. METAL PARTS: CORROSION RESISTANT. CMP FILL MAY BE REQUIRED TANK GALVANIZED PIPE PARTS TO HAVE ALONG PARCEL C STREET 2' MIN. COVER ASPHALT TREATMENT 1. moNTAGE _j 1. ORIFICE DIA.=1 1/2" 110' 110 6* PVC 4. rmAmt 4K LAULJLK UK WtrZ� UrrbLl bU A. CLEANOUT GATE IS VISABLE FROM TOP. DETEN71ON TANK B. CLIMB -DOWN SPACE IS CLEAR OF RISER K 55' 30- CMP 0 0.50% AND CLEANOUT GATE. 2.00% 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET 0 - - vC 0 EX. 6" 'AN. SE" 40'- P' INSTALL VERTICAL 2 2/3 x 1/2 CORR., 16 GAUGE PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE SWEEPING BEND PIPE I.D. LESS 1/4-. 105 105 4. MULT-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER 6" SAN. SEW. CLEANOUT TO ASSURE LADDER CLEARENCE. ELEVA71ON MATCH FIN. GRADE C.B.M.H. No. 2-TYPE 11-48" I.E.=107.10 W\SOLID LOCKING LID VOLUME REQD. 278 C.F. C.B.M.H. No. 1-TYPE 11-54" RIM EL.=117.50 I.E. 6"(S)=114.48 VOLUME PROVIDED 345 C.F. w\SOLID LOCKING LID CONTROL M. H. No. 1 PROFILE I.E. 30 (E)=112.48 DETENTION TANK DETAIL RIM EL.=117.50 I.E. 10*(N)=112.19 TYPE 11-54" �CALE: 1"= 20' HORZ. I' - 5' VERT. 1 SCALE. 1* = 20' HORZ I I.E. 30N(W)=112.19 SCALE: 1 2' 5 VERT. O.F. EL.=114.97 Rrn C, V, 1. f�U ir) 4 pi m !T 0! i.A I f-, CITY OF EDMONDS DATE SHT OF CITY ENGINEER IN cl 4, -3 S �W 9—k U' a W) z z cc LU be LU CONC, MON POUND W/ 11 RA55 PK. NAIL W/D15C Disc I N C,1\5 E 0-1-7 wozrirl k (o 59.4 a (m r:As) C. C. 0 ( P) C. 5. -rop i-3�94- W'OUTLET To S.- 112.4- 11G. L 07 AB : .. PAR.CF-L A, G I Z 9 -3. 8t 5. F. PAIR.C.E.L. ES (0,2 18. 0 t 15. F PiWCF-L r- 8 -5 47- Z S.F. TOTAL ACREAGE - ZO;1651) t 15-F. (0-4-189 ACRES) EXISTING ZONING: RS-G, (G)OOOS.F.) FAICIE OF C-Owc. C.Up-13 —"r It tin 2 "Z" BIZZA-55 S ET TK. S.M. H -rop - I IG.18 WAI- N UT ST. POINT FAL-LS D I 5C (5E�r B.M. 5L. 118-90) (TYP P.L. 105:18 N 8C) 55 ' I E I 101 1 1154 2, Co 09:7 2 (M EAS) ON M.H. Iz 1 Z13( 1(- 5 (M EAS) 0 0 ST�?&M 5-M H 'GO-00 -5-5 0: 00 WiToo= 11�-1 2. NLET Frzo#A , M H r 0 STKEE:7 I'S 51-K.Top 16" V til. 81, P 115.54- It 1. 4- Y% GUTTEP, 111.5 I() 'TOP- TOP= 115.9? 16"OLmF-T -rd w. 111.4. % 6UTT'F-t 15 G-5 GUTTE;Z= 116. FACE OF CONC. Cults 5 + ID POWEP, CLU5TEP, 1-,-1 --G. V41LD C14EKEICS POLE C. a. -rop- Iwis 0-, —'TYPE IL C.9 WounEr To N j is.zs TOP= tjS.So ""rap - 116 9to 6melt. Ilas EL.119.o+ EL.= Ws--14 10" 1 N LET FILOM. E. 112 - 14. Id' .. '4' V'I'= 112. t4- 10' OUTLer TO N It 2'.. 14- 20 11, 0-47 1� LIWK 16.1 .1 f 5 ;rEN F/EN(:z FOUND KUSARC \N/CAP SEWER EASEmt-rt-4 -r 0 0 CHEPK,( 0 TO r-ITY OF EDMONDS U. is" O-�55 I REC- A* 1109 IZ4- cHeMILY CHE;Lpy C1.0s 50VT 4A POWER-, PO LE W 0 < ul W 0 0 Uj 0 Ul I all �(\j > < NT. PAR i'j 0 � C) CEL 0 0 CLUMP X A — I— :L-4- OF I I MAPLIES 0N 122.8 -It>- 122.,be, 0 (0,2 () -,7). 8 9 1 Z4.3 PENCE Z In 0 r 1-1/11 2 - 20 125, 1D I Wr 2 0 D.WAY Lj PL.EL.- 1?,4.0 �6 t V, ToP-- %?4.0i -ox 1 In PARCEL c� R) k 4.o xn z 130 HEMLOCK + C in U) 73 'i I� 0 C) N 896 55'1-1 E 0 :r 00 2: Luu) Q q, -Z 0 W Z 0 0 0 R,&, M E 0 IS HOUSE 9 -j 4 W 0-1 13 0 FL -EL.- 153.11 N -,41 n c) 0 1 PEAK 7 LL-U)- Dev, Q.1.5 V5LC<.K \NALL FOUNO CONC. MON Top. IZI-29 PARC E 12'.5 W. H 5sw W1 V12" 13 PA55 DISC. Guffelv- luz C\j L 1 N CA's E: C� B 1 6 E. CO IZ N E P- (O-1z Nov 16,, 1-0-17 10 W -r.W. f WIL-LOW (P. - 54' 2 �19 �i'7,6 3, 23 24 NB9*55'49-'F- v).6 125 t 825.09 L a. 13 17.13.o zCO . 25 �140 L 1 6 DIVISION L(NEr 2, co (:)9.0 5 (M G6,5) F I I- CONC. M ON 2, G 10 P) I IN CA(br:, GRAvEL- 0 '0 1 [41 PAR� -W P"o rz, -5" PIPE. FILLED + W/CF-MF-NT N 0 P401 NT — Fou t4 C> 0.3 USEDCNT) Ror-V- MAIL 59.91 130. � , '. POWER POLE --1 7 A. At 0-?-I NOVITH P 000 EL.= 1-52.20)' 13029 -Top -- i3o. 18 FENCE I -in T F-L.= J-f)0.'Z5 Gurrm-1-5o.-,2 5EE DETAIL P05-176 i 4-c).G 3, C C,&,LC. FOUND, 150CDEED S'E!5 rA-r PO P, S Ew E F- L I NJ E� 10, 1-, 5 m-r T6 Ro,c-K NAtL 15 M5YERING \-4 G ��r C-0 A S-r R Ec. -4 1 44�,-i -52- 0 -4-S 5k5-r CoZNMR, HAS PHONE REC.A+ 13'5(v5/4,4 O-I-z Nov--TH 1!5 T.L. 2-0-5) 0.11 0.10<P (RIESkIZ6 0 `1 C, 7.1-, 2-029 RICHARV PRk\NSV-Y TY P-) PAUL LSBRUN 4Z5 - PtKE 5-r, -17T Le WA C) 8>1 0 1 to 5z SPIZ 5, WA'�) D 5�rA I L- eDMO No 'SCALE) RECORDER'S CERTIFICATE Filed for record this ........ day of ......... 19 ... at ..... M in book ......... of ...... at page .......... at the request of ...... LAURENCE. -F... I)IYC)N ... L I Suiveyor's Name .......................... ..................... My. Supt. of Records SORVEYOR S CERTIFICATE. This map correctly represents a survey made by me or under my direction in. conformance with the req L uirements of the Survey Recording Actatthereouestof MkJZ1<.j-0H-t4 1`-4 ............ inNOV�.,199r, Certificate No . ........ \ACE 1337 QISTIi- 41* U, *41S111110 IRES J7--'L-Ctt, Avh cos N M 119 W 14) > �9 0 ON III b > b < z b� zr BRA5S D I Sc. 5 1,J IZV EY F0 K: MARK JOHNSON 30(o EDMONDS ST. EDMONDS) WA 9B020' LEGAL DE5CRIPTION (TOTAL PAPCEL) LOT 5 G, 7,8) 9. AN V 10) 5 LOC K 93) 7 H E C ITY OF EDMONDS SNOHOMISH COUNTY, WA5HINGTON, ACCORDIN6T0114E PLAT RECOIKI)ED IN" VOLLIME' Z OF PLATS,* PAGE"39 RECORD5 OF 5NOHOMISH.COL)NTY, WASH INISTON, ALSO COMMENCING AT THE 5OUTHEA5*r,CORNER OF LOT, 10 1 IN 5AID BLOCK 93, THENC5:50UTH 30 FE:ET; THENCE WEST 150 FEET;. THENCE. NOPZTH'30�FEF-Ti THENCE EAST 150 FEET TOTHE P01W OF 5E61NNIMG (BEING A- PO KTIO'N OF THE NOKTRWEST QuAKTEP, OF THE'NO RTHWEST QUARTER OF SECTIO K 2 5) TOWWSHIP - 5NO140MISH C6UNTYj WASH I Nrsnt4. NUTE5, 1) B.M. INVERTFLOW LINE OFM.H.445, FILENO.-621- 1 1-1) LID`$ 14. ' EL-= 11911 (CITYOF EDMONI)5). Z) 5 ET B.M. TO P 2 '/Z " BRA55 D15C AT I NMR5F-CTIO N OF WALN UT 5T. � G" AVE. 15.) EL. '= 11 8.1�,O 3) FRAME 1:40U5 E AND GARA6E TOL BE RE'MOVEP 4) 5EF- SURVEY 5Y R.EID, MIDDLE70W 4, AS50c'.) IN VOLUME 19 OF SUZVEYS) ?AGE 292) REC. NO. 840-9275018. 10/2( 10/2_7 IC 5) MONS.V151TED rHIS FIELD TRAVERSE SURVEY WAS PREFbRMED WITH. A 6-SECONDI THEODOLIT ' E AND. ELECTRONIC MEASURING UNIL ACCURACY STANDARD IS WOIC3-61-1-30-octo, 5MS SM 5EC. 24) TWP 27 'N.,)' RG E - -5 F— W - M . N-W 1141, NW'14- SEC.25,7WR 27 N.,'R6E'. -5 E WM EXACTA SURVEYING SERVICEL LAURENCE F. DIXON, P.L.S. 12304 - 31st AVE, N. E. SEATTLE, WA 98125 365-0670 OWN BY DATE JOB NO. NOVFMggf '1995 CHKR BY SCALE lot — I SHEET ID, "20 1 OF T T T (u 7- 0 a V, w w N'r my EX. C. B. .4 WALNUT ST. GR: EL.=113.94 I.E. 6-(S)=112.4 20 0 20 60 Im I FM INM 0111111111111111M HIMMINNEM S.D.M.H. 6" CONC. CURB & GUTTER Scale 1" 20 ft b USE EXIST. S.S. STUB FOR PARCEI-S A, B & C T EX. T.B.M. EX. SSIAH No. 13 to I.E.=*106.3 n IM I.E. EL. -115-70 8"(SE)-111.6 EL.=118.90 RIM EL.z=116.78 (n W CONTRACTOR TO VERIFY (n PRIOR M CONST. I.E. I.E. 8:(S)=111.4 8 �N)=11111.4 2.5" BRASS SURFACE MON. DROP INLET (SW)-±110.0 CTR CHAN-105.78 is," N 89*55'17" EX. 8" C.P. SAN W. I.E. 10 (W)=111.4 PER CITY OF EbmONDS JE:V ang C n kA u kmeas.) 0 P ...bt,000,,I,401-6n Pvc L.A. BENCH MARK: d, RIn.00ATE EX P 0 2.00X RIM EL.=115.54 INVERT FLOW LINE M.H. No. 45, FILE No. 321-17, 14COV9Y U4P 150'-5' WIDE x 4* THICK DID NOT MEAS. I BEHIND SIDEWALK SD 0 1, APPROX. LOCATION OF OA L.I.D. No. 74, N. TS CONC. SIDEWALK EX. C.Q. k 8 W -8"W- 8"W EX. WATER MAIN 78 N�-, ELEV.=119.27 W&06-VE EXIST. GR. EL.=114. 0 6" CONC. CURB GUTTER TRgES 7'�._ - I.E. 6"(N)=113.28 0 SET TEMPORARY BENCH MARK: LEr-AL Rpel?]PTION ACCESS RAMP 0SAR *0 F SD- 1500 SILT FENCE TOP OF 2 1/2" BRASS DISK Al INIERSECTION IES 4Y. 95 F�N C AIN ICE. OF WALNUT ST. AND 6th AVE. S. _ h _ Q_� I A - _.t .1 k 4 A Q_ LOTS 6. 7, 8. 9 AND 10. BLOCK 93, THE CITY OF EDMONDS, 50 E X. S. D. M. H. -ADJUST RIM TO MATCH NEW ELEV.=118.90 SNOHOMISH COUNft WASHINGTON, ACCC�RDING TO THE PLAT 19 0 $"CHERRY RIM EL.=115.50 SIDEW&K ELEV. RECORDED IN VOLI)ME 2 OF PLATS, PAgE 39, RECORDS OF 12*CHERRY - I.E. 10"(E,W-N)=112.14 SAN. SEW. ESM'T. r SNOHOMISH COUNTY1' WA NGTON. ALSO COMMENCING AT THE IC CK 931 THENCE E 11 18 HERRY THENCE NORTH 30 0 0 10' DRAINAGE EW I.E. 10"(S)-112.14 REC. #1109124 N NOTE: SOUTHEAST CORNER. OF k T 10 IN SAID EW-0 18 'CH RR N 15 B.M.1-11 No. 2-TYP 1-4fin E441T. 10*-10" CP 0 0.50% CP - CONC. PIPE SOUTH 30'FEETI. ; 11:11�Na, .'WEST 150 TEET; I pp a 2" x 4" FeET, THENCE: 150 E ''TO 6" SAN� SEW. CLEANOUT DOUGLAS FIR 01 1 ---- 'QUA R OF TH� NORTHWEST I.E. =1 GRADE C.B.M.H. No. 1-T)PE 11-540 OREQUAL F- THE, NORTHWES I M EL 117.60 irl (BEING A PORTION 1.0 RANG� 3 EAST, W.M., jCH FIN 6" )=114.48 10 w\SOLID LOCKING LID QUARTER OF SECTION 25. 0 T WINSHIP tn 1 10 `4 WA$HINGTON. 30 E)-112.48 7 WIRE AND FILTER FABRIC MATERIAL IN SNOHOMISH COUNT Q 00 RIM EL-117#50 T� iSMIT. di V_ t LE 10"(N)=112.19 2,' x 2" x 14 GA. WELDED ip w- VARE FABRIC OR EQUAL C.� 18"MTN. kSH PARCEL �ul 01 CLUMP OFI ;.Uj I.E. 30"(*)-112.19 10 0 NOTE: li�RIMAPLES z O.F. EL=114.97 3/4" TO 11/2- WASHED GRAVEL 0 BOUNDARY AND TOPOGRAPHC INFORMATI '�ER SURVEY BY: uj BACKFILL IN TRENCH AND ON ON DATUM EX. SSMH No. 14 A ul CL BOTH SIDES OF FILTER FENCE A 0 BR 'C MA GA - WEL R EQU A EQ0 TER DE A L L L 'HED GRAVEL AND ON JR JG 2 -7 '_R FENCE EXACTA SURVEYING SERVICE / . C RIM EL.-124.07 EX. I DIRT EN GARAG FABRIC ON THE SURFACE Ln LAURENCE F. DIXON,'P.L�S. CTR CHAN-119.27 49- L..,EL=124 12304 31st AVE. N.E. DRIVEWAY F Ln lt!u SEATTLE, WA. 98125 to �A CEL Z_ 60 _)_ __ S PHONE No. 365-0670 B:: zu 1. 1-,- P2 M. 0 111 10"HEML01'K,, X 128.7 CITY OF EDMONDS SHORT PLAT No. MIND 011ill, illoll'i 00 cy; -.010. -026 U-) 6 S UT < TL 2 Li 0 18" PEAR C1 I.E.,ml cm Sm CLEANOUT ALL EXICIT., 0 0. - , �1 1) 1p MATCH F)14-. 1z, b. GENERAL NPTES: ro. z oi 6 BUILDIN(s v. SAN. SEW. CLEANOU r n I.E.-12 .00 i 70 BE REMOV�Dl MARH FIN. GRADE c CROSS SECTION 1. ALL WOiiK AND MATERIALS SHALL qF IN ACCORDANCE WITH THE CITY OF EDMONDS r L STANDA .p 3 AURELS I.E. .20. 0 8"-10" CID TRANSPORTATION 1994- STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND FILTER FABRIC MATERIAL STAPLES OR. 2" x 2" x 14 GA. WELDED 10"VAI-LO AR 12-5 TYPICAL WIRE FABRIC OR EQUAL S.E. COR_ 23 24 N 89*55'49" E LOT -To 2. ALL WORK WITHIN THE SITE AND STReET RIGHT-OF-WAY SHALL BE SUBJECT TO- THE 0 Iq ') + - / , B P�RCEL I, X �MUNICIPAL CONSTRUCTION. Li E MIRAF1 140 OR EQUAL WIRE RINGS W 6 NI I.Cj cra - -1 + ......... IFI F1 n INSPECTION OF THE CITY INSP�CTOR OF j'HIS DESIGNATED REPRESENTATIVE. U) UNLESS OTHERWISE NOTED ALL ST9%M SEWER PI HAIL RETE (CP) 3. f NONREINFC)RCFD, ASTM C-14 24" DIAM9TER OR LARGER TO BE REINFORCED, 1-7' .0 26 25 825.09* _w 8"FIR < fill I - -12)t 0 ASTM C-76), HIGH DENSITY 1304YETHYIE�E CORRUGATED PIPE (ADS N h -1 (CMP). CMP-TO-IBE GALVANIZED STEEL WITH EX. GRAVEL DRIVEWAY OR CORRUGATED METAL 130 - - - TREATMENT 1.. ASPHALT COATING OR QETTER, OR CORRUGATED ALUMINUM PIPE, OR 10' WEST CO -AST P.HONE___z__, co "ESM-T. REC. #11356564 AASHM M274-70 ALUMINIZED STEEL� ALL PIPES SHALL HAVE RU13BER �5 ---------- ,:tp � >� 59.91 r GASKETS. 89.77 am __` 130 rS M"T WO /& 5- SAN. SEW. ' -1 D FEN t7 REC. #1446732 f 1.� -1 q1__1 I I (D 4. SANITARY SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D-3034, SDR _35. I -H 17- 17- __F - I EX. SS STUB 150.00' (PEED) TL 2-031 1 1 1 1 IN 'N (TYPICAL) 149.68- (CALC) I I I N 89055 049)) E u u 5. ALL WATER SERVICE -METERS AND LINES SHALL BE INSTALLED BY THE CITY AT THE. 0 w TL 2-029 Iul DOUGLAS FIR A OWNER'S EXPENSE. THE LOCATION OF THE METERS SHALL BE DET�RMINED AFTER z 2 x 4 T 4' O.C. BURY BOTTOM OF FILTER FABRI TIONS HAVE BEEN FINALIZED IN THE FIELD. 0 MATERIAL IN 8 x 12" TRENCH TWE DRIVEWAY -AND FOUNDATION I_Oq�k z M < < ELEVA11ON w U 2 =) 0 6. ALL REQUIRED SEDIMENTATION 4ND EROSION CONTROL FACILITIES MUST BE u D CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING ANQJOR Li X SILT FENCE with LINEAR TRENCH z 0 CONSTRUCTION TO ENSURE THAT'SEDIMENT LADEN WATER DOES NOT ENTER THE 0 a- ?.: Lj 6 N.T.S. NATURAL DRAINAGE SYSTEM. - AL .440SION AND SEDIMENT FACILITIES SHALL 13E a. z w < W J, L) MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY, UNTIL t IC SUCH TIM� THAT CLEARING AND 0A.(CONSTRUCTION IS COMPLETED AND THE POTENTIAL. FOR ON -SITE EROSION,HAS PASSED. THE IMPLEMENTATION, CMP TO CP MAINTENA14CIE, AND ADDITIONS M COUPLING fHE EROSION AND SEDIMENTATION+ CONTROL SYSTEMS SHALL 'BE THE RESPON$IQILITY, OF 'THE PERMITEE. PARCEL B REMOVEABLE ROUND SELF-LOCKING SOLID COVER z MARKED "DRAIN" j 130 130 WATERTIGHT STANDPIPE RIM EL. 117.50 ----- -- d COUPLING PARCELS A & C 16" MAX. 0 - I PIPE Sul,,PORT(S): 3"x.090 GAUGE 0 6" '(D - E04 PLATE NTH AX. ---- .1 BOLTED P� IMBEDDED 2- IN WALL 125 125 STAND. GALV. REACH , z AT MAX.1 3 SPACING. MIN. I �..UPPORT ORIFICE AS STEEL LADDER/STEPS ROD SPEC. ELBOW DETAIL OVERFLOW EL.=1.14.97 55' - 30" CMp N.T.S. e� P,(4 DETENTION TA� . IK 0. lc� �0 5 <z 120 ORIFICE DIA.=1 71/16* 6 120 55' - 30" CMP FROP-T EL.=113.59 0 0. 50% SHEAR GATE 6" SAN. SEW. CLEANOUT DETENTION TANK 10' CMP 10, 0110. CP 5' WIDE 4" THICK MATCH FIN. GRADE I.E.=112.19 0 50z CONC. SIDEWALK I.E.=120.00 -Ic� 115 P"N CMP TO CIP 115 2� .-I V� COUPUNQ MAIN COVER NOTES: MIN. NK 30* CMP FINISHED GRADE - - - - - 1. METAL PARTS: CORROSION RESISTANT. 0 OVER L)E1v..ATICN TA DE - CMP FILL N10 BE REQUIRED TAN__ GALVANIZED PIPE PARTS TO HAVE , I ALONG PARCE,- STREET 2' MIN. COVER ASPHALT TREATMENT 1. C14 ORIFICE DIA.=1 1/2" FRONTAGE 2. FRAIAE & LADDER OR STEPS OFFSET SO 7 r_ ci A. CLEANOUT GATE IS VISABLE FROM TOP. 110 110 6" PVC AR OF RISER 2� B. CLIVB-DOWN SPACE IS CLE DETENTION TANK ANC CLEANOUT GATE. :2 55' - 30m CMP 0 0.50% 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE -f:v pvc a 2.00% 2 2/3 x 1/2 CORR., 16 GAUGE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE EX. 6" ',AN. Sr,�% 40'- - NSTALL VERTICAL I.E.=±106 SWEEPING BEND PIPE I.D. LESS 1/4 105 105 4. MULT-ORIFICE EL13OWS MAY BE LOCATED AS S40WN OR ALL ON ONE SIDE OF RISER 6" SAN. SEW. CLEANOUT TO ASSURE LADDER CLEARENCE. ELEVATION MATCH FIN. GRADE I.E.=107.10 C.B.M.H. No. 2-TYPE 11 48" w\SOLID LOCKING LID VOLUME REQ'D. 278 C.F. C.B.M.H. No. 1-TYPE 117b4' RIM EL.=117.50 VOLUME PROVIDED M CF. w\SOUD LOCKING LID CONTROL M.H. No. 1 PROFILE I.E. 6"(S)=114-48- RIM EL.=117.50 5CALE: 1" - 20' HORZ. I.E. 30"(E)=112.48 DETENTION TANK DETAIL I.E. 10'(N)=112.19 TYPE 11-54 I" - 5' VERT. SCALE: 10 = 20' HORZ_ I.E. 300(W)=112.19 SCALE: 1* 2' CITY OF EDMONDS DATE SHT or I' = 5' VlERT. O.F. EL.=114.97 CITY ENGINEER