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1139 VISTA PL.PDF
1139 VISTA PL a i CITY• OF ' EDMONDS PUBLIC WORKS DEPARTAk FOR INSPECTION CALL f permit NO SIDE SEWER.PERMIT 775-2525 Ext. 220 Issue Date R l }� PERMIT MUST BE POSTED ON JOB SITE �r 1. Address of Construction 1139 Vista Place Edmonds, WA 2. Property Legal Description (include all easements) (See attached) 3. Single Family Residence Multi -Family No. of Units Commercial EDMONDS 4. Owner andVorw.Bua:lder elc` MGG Lo and ''rbEgln A�, C000h TREATMENT PLANT 5. Contractor & License No. Y_ mymw od Septic Tanit Coo #IMMST 3205 6. Invasion into City Right -of -Way: No 1K Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). 7. Cross other private property: Yes No X Easement required - u attach legal description and county easement number. a READ THE FOLLOWING AND SIGN: �Tr 11ET RLE a. Property owners must obtain a permit to install side sewers on >4 their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. W b. The side sewer contractor assumes full reponsibility for each H installation for one year. wc.' Commercial establishment.requires a minimum of a six inch (6") z side sewer line. o d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at a minimum grade of 2% (1.150) O and maximum grade of 100% (450). o l H f. No turn in side sewer greater than 45 (1/8 bend) is°allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and wye with removable cap. � g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. r DATE: ��•-�=���-"' ` �I certify t at I have read and shall comply with the above PERMIT FEE: A,(n}DISAPPROVED By: Date: W `TrunA Chn -,a S�`,� �B Date: In CONNECTION PJEE : APPROVED By Date : /8' O * PERMIT MUST BE POSTED ON JOB SITE APPLICATION for The City of Edmonds SIDE SEWER PERMIT NEW CONSTRUCTION ❑ REPAIRS ❑ EASEMENT No ...................................... 120-01600 OWNER......... -------------------------------------------------------------------------- ADDRESS...... 1.1-39--- Vista ... Place .......................................................... • CONTRACTOR..........--•...........................•-....------.....---...-----•---•......................... PERMIT No............. LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No. ............................................ NAME OF ADDITION ......... Dye Tested On Sewer 1972 Approved: DATE...............................................• BY----------...--------------.........------............................ a PLOT PLAN GALE �'=20=0 SEE ATTAC-HSTD LE7C.AL 0I5G.. r=Roo'oRES TA, L, KNF.CV F-xi.tTco! (VISTA PL) s hV,0 1 EDMONDS w p �- r TREATME NT PLANT v ; W 1 z ? 2 dr 1 ill � i 17 �4 -o [� LI ? tu O����v 1��q ����� �I " ~' ~. All that portiou of Lot 21` nu&ct sound machinery Depot Five Acre Tracts, according / Wash. � to the plat recorded in Volume 5 oPlats, page records of Snohomish County, dcycci�od an follows: of sxid Northeast corner �o� 2l', thence South 0°10'53" East along Commencin� a� the. Lot 21 for a distance of I16 feet to the true point of beginning Cant line of said herein described; theoc,ontinoc soot` 00l0153" i,"ast a distance of 9/^03 e of tract feet; thence North 89"34'28" West parallel. with North line of Lot 21, u distance of North Oll,l8, �boocc North �"46'l2" went x 103`0 feet' 0 `vnce distance of 41.22 feet; thence 4,82'Ieet; thence � o distance of }0 feet; thence Sovch 89°34'28" oxat v distance of West Sv "th 89^3428" East u distance d 6feet,' c `enc North 0°10'53" West u distnn,e of ].0O of 1.25.00 feet to point of hcgiooiox. _ CXC�n� the East � feet o[ �hu� portion lying ,djnccot to Lot 20, Maplewood Village `^ d U i Volume �O o[ nlx�s page 86 and 87, records 0o l according to d`c plat c,c"r � n , ��^ ' , o� Snohomish Cvun�y, Vovx�o��^n. �~�� , ^ � f ingress ooJ ,xc,ss and utilition over the South lO feet ���.00��Hsn RI7B �n cnscmc« «r �li | d in in»�nmncn� recorded under ' of the West 272 feet of said Tract 2l os cn »s� Auditor's File No. l8l8l}3 and cc-cstx}`liyhcd hy �nnc s tr`o«cnt recorded under Auditor's ntuhliahed in File 0o 2384725 T0GDIWITHK wl�those easements [or ingress & "gro»p as e . proceedings in Snohomish C000ty Superior Court Cause Po. 8O-Z-OO8l6-O and recorded. under Auditor's File No. 8006l60136. / ~` 1�;, Side Sewer Drawing The City of Edmonds EASEMENT NO . ..................................... ...... NEW CONSTRUCTION REPAIRS ❑ LID NO ................... ASMT-. NO�. ..L .............. OWNER.... ...c................................................................................ CONTRACTOR 5WA.;-c ....................... PERMIT NO. JOB ADDRESS ... ------ ----- --- -------- --------------------- LEGAL DESCRIPTION: LOT NO. ...... ............................... UOCK' NO. ................... ............... i. ........................................................ X ------------------- I ....... * ---------------------- I ------ ------------------- I ------------- 0 0 4 t PWW-0001-11/75(REV.11/78) NAMEOF ADDITION ....................................................................................................................... EDMONDS PLANT TREATMENT Approved--" DATE........ B ....... . .......... DATE: osT`T'�Z MEMO TO: Building Division Community Development Department FROM: Engineering; Division Public Works Department SUBJECT:Gf After review of the subject Building., Permit application, we -ha, the following comments: 1. Connection to City water system required 2. 'C'onnection to City sanitary sewer system required Right-of-wav Permit ren wired for any work on City2roperty 4, Driveway slope not to exceed 14%. S. Backwater vnlve required if domi::t.1ir.:, Plumbing; is below elevation of upstream manhole 6. Water and sewer lines to be separated by 10 foot minimum. ., ra _._..._.._..,...._......._._..._..... �i ure C00CH: 1139' Vista P1. r. All that portion of Lot 21, Puget Sound Machinery Depot Five Acre Tracts, according to the plat recorded in Volume 5 of Plats, page 47, records'of Snohomish,66AL•y': Wash. described as follows: " Commencing at the Northeast corner of said Lot 21; thence South 0010',53"—East along -- East line of �3aid Lot 21 for a distance of. 116 feet to the true point, of beginn.ing'-- of tract herein described; thence continue South 0°10'53" East a distance,o'f 97.03 feet; thence North 89°34'28" West parallel with North line of Lot 21, a distance of 103.00 feet; thence North 40°46'12" West a distance of 41.22 feet;, thence North 0°11'18" �.. West a distance of 50 feet; thence South 89°34'28" East a;d,istance of l4:82 feet; thence a�!► North 0°10'53',' West a distance of 16.00 feet; thence South'89°34'2,8" East a distance of 125.00 feet to point of beginning. ,r�'! /� EXCEPT the East 4 feet of that portion lying adjacent to" Lotj20,'Ma p-lewood Village r No. 1, according to the plat recorded in Volume 20 of Plats,f,pag!e 86•-and 87, records ....4of Snohomish County, Washington. ZOD TOGETHER WITH an easement for ingress and egress and utilities over the South 10 feet of the West 272 feet of said Tract 21 assestablished -in;instrument recorded under Auditor's File No. 1818153',and-re-es'tablished�by instrument recorded under --Auditor's File No. 2384725 TOGETHER WITH those easements for ingress & egress as established in proceedings in Snohomish County Superior Court Cause No. 80-2-00816-0 and recorded under Auditor's File No. 8006160136. (Lt=�i1�E9 ipaJWDA710A-k PLAV1 VA�> '.i r T nt • I v PUBLIC WORKS DEPAMEM CHECKLIST BUILDING PERMIT REVIEW • i j (address) e Street Right -of -Way Existing READ Access Easements Existing o Y REQD H a Utility Easement Existing READ w Lot Per Subdivision j/- Plat Assessor Map w Site Plan Checked for Accuracy. z Underground Wiring Reqd. N 0 Check Accuracy Legal Descri ion g4 z Review by Date fp w Existing Water Main Size , Water Main Required Service Line Required 3 Hydrant Size Existing c: Hydrant Reqd Per Fire Code ,�./� Size w Detector Check Meter Reqd. Cross Connection Inspection H Fire Department Comnents - d 3 Water Meter a Regd.'G,5"D. Review by Date rG Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj. Drawing No. Z-/d File No. Side Sewer Availability w Sanitary Sewer Connection Fee Reqd. 3 Review by Date. w cn Open Ditch Existing A/ iy � - Regd. - Culvert Reqd. .Lv /V C- Size — -- x Catch Basin Reqd. Rea /�/� /,- Indicate on Site Plan O Shoulder drainage maintain collection on Swale open runoff ;,� 'n Manhole reqd. ,vp w C----- Indicate on Site Plan ----- Soil Conditions and Ground Water Field Checked C. Review by�� Date G� �^ Z Revised: 1v10-1977 1 Page 2 Street Paving Reqd. « ,P•� Curb and Otter Reqd. w Sidewalk Reqd. v �Y w Curb Cut for Driveway Reqd. ' o e_ i n; Right -of -Way Construction Permit Regd.. S E-4 Bond Reqd. for Public Improvements . S Street Name Sign Reqd. -� Other Signing Reqd. .� A Pre Permit Site Inspection made on z ,a oN BY: S54ER H . w w WATER a H z STREET 1-4 ENGINEERING 13 Special Requirements listed in memo to Comramity Development Department, d Building Division BY Date o All items filled in on Building Permit Application a: BY Date Drawings Stamped and Notations Made p" BY Date d Approved by Public Works Department 1 Devised: lv 10-1977 a r\ a �^ A P;ty c7 i r 1 COOM 1139 Vista P1.411 All that portion of. Lot 21, Puget Sound Machinery Depot Five Acre Tracts, according to the plat recorded in volume 5 of Plats, page 47, records of Snohomish County, Wash. described as follows: Commencing at the Northeast corner of said Lot 21; thence South 0°10'53" East along Last line of said Lot 2.1, for a distance of: 1.1.6 feet to the true point of beginning of: tract herein described; thence continue South 0°1.0'53" East a distance of 97.03 feet; thence North 89°34'28" West parallel. with North line of Lot 21, a distance of 103.00 feet; thence North 40°46'12" West a d.i.stance of: 41.22 feet; thence North 0°11'18" N West a distance of. 50 feet; thence South 89°34'28" East a distance of. 4.82'feet; thence North 0°1.0'53" West a distance of 16.00 feet; thence South 89°34'28" East a distance 3� of 1.25.00 feet to point of. beginning,- EXCEPT the East 4 feet of: that portion lying adjacenC to Lot 20, Maplewood Village No. .l, according to the. plat recorded in Volume'?0 of: Plats, page 86 and 87, records. .,,.jof Snohomish County, WW;11i.ngton, 403T'OGETHER WITH an easement for ingress and chr.ess and uti.l.iti:es over the South 10 feet of the West 272 feet of. said 'Tract 2.1, as estrih'l.ished in instrument recorded under Auditor's File No. .1.81-81.53 and re-established by instrUnient recorded under Auditor's File No. 2384725 TOGETHER WLTH those casements for ingress & egress as established in proceedings in Snohomish County Superior Court Cause No. 80-2-0081.6-0 and recorded under Auditor's File No. 8006100.136. ��_. ^ VOL IJ t'�Gt 1�c4..) gea CV, Y2 7.1982JOB NO: 0Ze!.78.Zi.n.0.Vr0 1SHEET NO.....1...... OF ............... CLIENT. .................................... Reid, Middleton is Associates, Inc. PROJECT .... v..Wssr,,..a�."�7'40.,�............ Engineers • Surveyors • Planners 1� ,AA �1 c 121 5ch Avenue North, .Suite 200 DESIGN BY T.�,�.Y.1\Ql�.. Qr.......... DATE. Edmonds, Woshingcon 98020 O / (206) 775-3434 CHECKED BY ..h--....... .Q�.�i......... DATE ........................... jrD Caa c:`I,.;/,oao ctvas s. _4 let,39�. ✓ sf'a iac� �-E-r� .�rae+ Z. � .:1� eU �� _ .� � � d.: %� 4 c.t'� �r n c ✓., . �� � ` a"'� -rtyc. j �r . ,.,. Y� . p , Si , la�Q - J _STT FILE:_ +- ,Y. 00,�'�y'�.-a. i ' Tom✓ 0. . /w k i 2 lWod Ii, i Ld Opt M'LCLs K iR� �J 4M 4a .: ¢.j cL pp �. � '-oc-c�rs,�. �r�. �';�td cbs�,v��c's►.:s' .��-_ .. ~-4 w.-mac... C,� o�o� S _o 4.� w ,%c,►� - ,�,, C,oN44—.Q.w _ --- r-CA ��T + -.T__ h¢i!� - s i _S� A-40 _t—�.S_T;zL O.l.a/5{%1 .__ f ��7�YrYl .vtior, f�!_ _ g I ZY. � { i E� i 4�� Reid, Middleton 6 Associates, Inc. Engineers * Surveyors e Planners 1211 5th Avenue North, Suite 200 Edmonds. Washington 98020 (206) 775-3434 JOB No . ................................. SHEET No. -37 .... OF ................ CLIENT.................................................................................. PROJECT.............................................................................. .............................................................................. DESIGNBY ....................................... DATE ........................... CHECKED BY .................................... DATE ........................... -7- j +-mL61 A J C.Oai�k` -ic, a M 7. 5� —A �x;S4",., ;--sf�;%-) 4dLWvi-,/4FcwwJ6 r �,t 11 Q I �C- t S' 4" + '-e- 0.% C- -q4c tv., 4 4' , ":i. . J c as e 4" C_ A' 0— T +k 10L (J,i�*ft DOC- j 4b- 1( -,.44 "21 J 41 ho 4-4 f i j-- CL 04 X -0SS PC 0-, 7v+ 0 0. t —0 b - L • ee-Ct a - i:W _/a rVo,:k; ► 4 -4WM,60,o�!Z3 $a,, rt c ak,... 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Engineers e Surveyors e Planners .................. ;' .............................................................. 121 5th Avenue North. Suite 200 DESIGN BY ....................................... DATE ........................... Edmonds, Woshington 98020 (206) 775-3434 CHECKED BY ...................................... . DATE ........................... at- etto 4L d -56 VPVO& OJa�d-o 'CF. 9 4".A vale'c-�+,j I P0Ww64VL0%jA)(- ;410%.o V-W./04p*L as UMW'(( 06% JVWOVI'� -'AkCL 44Q;fC*t41L*'W% V�vc SAC IV-*qL & is . , CAM S L V O;C(I. S-; 40 *J UOwe susl(Le, -+kC6 pw I'M V -s -'o-' r VO 4j 0" qL wa- ( 81. 0 7 C-w, Tl%-& Sj..' 27C) Z3 --W& Z7/ 3tf w I. 1. 14%a- -.So w. jo i S 4-o 6c q--xc4v0.4o, d 4o CL CAr-r-PA 0; art C.; +0- P1 4.e-,A- 1-'kCL s Q-10ter. of mo.A -s+a-61-w Z. 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CLIENT -----------.----------_____.� pncuscr ---------------'----------. oEa/owoY--------' c*Ecnsoor-------' ---------------- ---.oArs--------- � ---.oArs--------- All that portion of Lot 21, Puget Sound Machinery Depot five acre tracts, according to plat thereof recorded in Volume 5 of plats, page 47, records of Snohomish County, Washington, described as follows: Commencing at the northeast corner of said lot 21; thence south 0°10'53" east along.east line of said lot 21 for a distance of 116 feet to the true point of beginning of tract herein described; thence continue south 0°10'53" east a distance of 97.03 feet; thence north 89034'28" west parallel with north line of lot 21 a distance of 103.00 feet; thence north 40'46'12" west a distance of 41.22 feet; thence north 0°11'18" west a distance of 50 feet; thence south 89°34'28" eaEt a distance of.4.82 feet thence north 0°10'53" west a distance of 16.00; thence south 89*34128" east a distance of 125.00 feet to point of beginning. ]Except the east 4 feet of that portion lying adjacent to lot 20, Maplewood Village No. 1, according to plat thereof recorded in Volume 20 of plats, pages 86 and 87,.records of Snohomish County, Washington_ Together with an easement for ingress, egress and utilities over the following described property: .-Z'As ./off 1�7ii 24" - Col.►/oe.e�1 G.•b�./� s.//�.3L..� (rr/.C,�E.) P-2 o"-io" 6�,.a/ysZ.✓ .loa..+ Tolosa,/ , Ra--c cp ylio • REID. MIDDLETON 6 ASSOCIATES, INC. ENGINEERS • SURVEYORS • PLANNERS 324 Main SfrNf, Edmonds, Washington 98020 DATK FILE NO. O?,B?•a4s,0�/ pR F 0�C, I GFI. SCALE / : 206/775-3434 •N!R / OF 99 b�*� �,• � ..¢.gyp✓.c. 41i4m l Sl. 2 Ad o•• ,v y a>n ,3' 771&.v of T>is sa L" 1t r'� ti ' 7 N.T. S. Tsr.-aced a.?ALt �.: ' .CaK•w ,�' .t�..�s�aPdJ , /&,L.F4"R✓.c cx A� M I q3�► a! •F1:4 , ..oYrock • p 1= u PtD.i .�,e y1aJ sv~i saZIL 41 s y P {g ! •, - .A, ;�. �.. .S ii.hlwre+ �. 1•f14J'.Y.W�✓'41'•7'Y ➢4 •'%`�'�(i f�� ^ p� t c r� ,* e.✓ofs .'.Q//dou+w Syob.��s anx4}�` I 1 ire • /••its s�sM Al d%seh�� xy 3 Ga Q�'wc way " - � 1 � � � Una a;%O dMst'%V.d�' .ta10 �Q. / "s�►Q � Vim+ sysfec.,� ADS,SUMP 2 � � ' ' 9"�►�. �«yc�►au�q. ToSrr�'•.ce. A.O.S. Sv R Or �dN•i •i 4 T 3 i y,?... UK 15 L6 C10440- 1 fleuss /' t 4•/ !1 ��� Sri%/I 1 / /N Var;Akt (o"Mw. / 1 O % .. ar kt q / seed Laval L•�rtZ Soil z./ Mic., Z/z M�n�ti. waihad 3 a :. vi sq+a'sOut draw 4, ti I �•Q.14avd �G E P�.v � '�s-•�►ic s irw- J1.rP Co�oc� ���� REID. MIDDLFTON A ASSOCIATES. INC. ENGINEERS ' • SURVEYORS PLANNERS 324 Main Sfraat, Edmonds, WuMDgftn "020 Dd. OAT& l98L FILE NO. a7Z$�`S'aD/ DR. I.s�� t ofl CH.= SCALK / ?p-* 206/7754434 •HKsT Z o� . Z AD.$'. -luwllP Hoosw --50^e t--Julre- • 34. 04 rook-4 7,7hIL 7-.1 at's pya. COVIP1 /I j1#0%4L IqPL Psi e-'4 s.J.'s CIA,. 7—/9A P'Z,: w-c NJ pvc, 7D;"d%,k:j d, L i';% CL A. D.S. 5 P. -W*.To tg IT—' 5 ;24- i JuIv 15�T-Al L-S Lr xit— Var;ollc r t 141,1 0 0, r /0 4., r, 4 ",qr 140 % LIO —24 t—.,F. -4 ce - so L a %e gem. TaTaQ7'" 'Ail . , li Sri :_.,e so-, � yz V, 5 cp #j CIE— f4i Grow ¢. A,,,,,,( 4c +*,I 40oepA(NAG e-- J=)400#,00V 40 ZV--yW1e-5 REID. MIDDLETON & ASSOCIATES. INC.G C' ENGINEERS * SURVEYORS * PLANNERS me "Nwm .;� FILE NO. MR ] 324 Main Street, Edmonds, Washington 98 20 CH. SCALE /1' &�P" IMIN 206/775-3434 SHEET Z Or 2 BUILDING PERMIT REVIEW Multiple^ 1 °.� ' > 11 n Commercial BUILDING ADDRESS / U C�� AL BLDG . DEPT. SUSPENSE DATE 71,12— - .. ��-- INITIAL DATE OFFICE ADMIN. --- PUBLIC W'ORKS LOG IN CITY ENGINEER (check) RON 4O ? Access Slope and Vehicle.Access ❑ Drainage Plan 13Street File ❑ Legal Descrip•ti6h ❑Quit Claim ❑ Easement *''"`,;;' :Y'i;:;;, (iQ•Calculate -Sewdr. Connection ' ZliATEk/SE-WEA DIVISION ' ^'ti�':i:❑Deterr�ine' Meter; Size; , Complete Building :Permit Review STREET"DIVISION :. -Complete ;Building Permit' Review ❑OFFICE ADMIN.' - — LOG OUT TO BLDG-.-'DEPT. ------------------------------------------------------------------------- H c BUILDING PERMIT APPLICATION (COMPLETE) • ' 13---2' COPIES OF SITE PLAN --❑'2 COPIES OF FIRE PROTECTION PLAN (PREVIOUSLY REVIEWED BY FIRE DEPT.) 3 COPIES OF DRAINAGE PLAN WITH CALCULATIONS REQUIRED BY SUBDIVISION D GREATER TITAN 2,000 SQ. FT. IMPERMEABLE SURFACE C3 LESS THAN 2,000 SQ. FT.ja Q CHECK ZONING. -REQUIREMENTS (SETBACKS) ❑ 1 COPY OF ENGINEERING CHECK LIST 1 COPY OF.PUBLIC, WORKS MEMO STR MULTIPLE OR COMMERCIAL E LIE YES ❑ '`(ATTACH COPY OF ADB APPROVAL I NCL. ALL DRAPINGS) NO [� SUBDIVISION -- YES[] NAME. DATED RECORDED NUMBER NO ❑ (ATTACH COPY 'OF REOUIRII'TS) CHECK SEWER DRAWING AND ATTACH COPY ® IS DEDICATION REQUIRED YESQ (OBTAIN QUIT CLA120 CITY CODE ) NO ❑ LJ DOES CITY HAVE EASEMENT ON PROPERTY �t,rll YES ❑ (ATTACH COPIES OF DRAWINGS) NO '�'❑ CHECK LEGAL ACCESS — INGRESS❑ UTILITIES❑ YES°,❑ YES NO ❑ NO ❑ ,HAS,SEWER ASSESSMENT BEEN PAID YES ❑ L.-I.D. PLAT NO.' ' SUBDIVISIONN00�_ . . �. IT IF•,!4TMULTIPLE: '.INCLUDE NUMBER OF UNITS INCLUDE NUMBER OF FIXTURE UNITS PUBLIC WORKS DEPARTMENT CHECKLIST • —(address) ($Iaye Street Right -of -Way Existing REQD Access Easements Existing ?A ,.ter REQD H aG Utility Easement Existing READ w Lot Per Subdivision S' /- G k1 Plat Assessor Map ' w Site Plan Checked for Accuracy, z Underground Wiring Reqd. H 0 Check Accuracyiif Legal Descri ion A, z Review by Date w Existing Water Main Size ' DIO Water Main Required Service Line Required 3 Hydrant Size Existing Hydrant Reqd Per Fire Code �l� Size w Detector Check Meter Reqd. Cross Connection Inspection -- Fire Department Comments — d 3 Reqd. Water Meter a D. °% �- ,�.. =- Review by Date G �' �' Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj. Drawing No. L./U File No. Side Sewer Availability w Sanitary Sewer Connection Fee Reqd. 3 Review by Date w cn . • Open Ditch Existing �� Regd. Culvert Reqd. mac, 1v e- Size ----- a Catch Basin Reqd. /!e a /'/Q w Indicate on Site Plan- -0 Shoulder drainage maintain collection on Swale open runoff, N Manhole regd. ,(i o y Indicate on Site Plan Soil Conditions and Ground Water Field Checked C Review by�� Date Revised: lv10-1977 USE CITY OF EDMO S ZONE ^ NUIi BUILDING PERMIT APPLICATION[-LEGAL OB NAME (OR NAME OF BUSINESS) ADDRESS //�9 /� Place Jim and Barb Cooch DESCRIIPTION I SUBDIVISION L/C SHOtR,TI `SUB yW MAILING ADDRESS 523 Maple #203 0 _._ _ __ - -- --- Edmonds 1 771-3211 ,I Design Consultants -Chuck Lee U W ADDRESS 903 loth St. u z CITMukilteo TE 347-�'999 ER < NAME Not finalized as of this date. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING Z PROPOSED E W W DEFICIENCY OF RIGHT OF WAY Z_ CHECKED BY U' SEE ENGINEERING MEMO DATED Z W REMARKS 0 ADDRESS METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS F I u < C CITY TELEPHONE NUMBER REMARKS 1- Z 0 U STATE LICENSE NUMBER CITY LICENSE NUMBER SIGN AREA ENV. REVIEW ADD NO. ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE Legal Description of Property (Show Below or Attach Four Copies) Address: 1139 Vista Pl. VARIANCE OR CU PLANNING REVIEW BY DATE Edmonds, WA. Z 0 F YARDS LOT COVERAGE a Legal description attached to FRONT SIDE REAR U 0 REMARKS u plot plans. J u W J ® NEW ® RESIDENTIAL ❑ PLUMBING CHECKED BY TYPE OF CONSTRUCTION CODE HEIGHT NON-RESIDENTIAL ❑MECHANICAL ❑ ADO ❑ DEMOLISH El SIGN SPECIAL INSPECTOR AREA OCCUPANCY REQUIRED OCCUPANT ❑ ALTER EXCAVATE i X—�) FENCE 1:1 OR FILL 1:1 GROUP ❑ YES ❑ NO REMARKS LOAD ❑ REPAIR PRE-MOVEINSP./swim 0 1:1 COMPLIANCE INSP, POOL NUMBER OF STORIES NUMBER OF Z DW DWELLING One (1) O Two 2 \ / UNITS F a NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) N New Single family residence to be constructed and attached to m 0 PLAN CHECK FEE VALUATION FEE ,I existing garage structure,by a covered breezeway, This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 120 Days '^ "Applicant, on behalf of his or her spouse, heirs, assigns and VI W successors in interest, agrees to indemnify, defend and hold harmless :J f the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, x arising directly or indirectly from the issuance of this permit. Issu- o ance of this permit shall not be deemed to modify, waive or reduce J any requirement of any city ordinance nor limit in any way the 'City's ability to enforce any ordinance provision." 1 hereby acknowledge that 1 have read this application; that the in- formation given is correct; and that I am the owner, or the duly author- ized agent of the owner. I agree to comply with city and state laws regu- lating construction; and in doing the work authorized thereby, no person will be employed in violation of the Labor Code of the State of Washington relating to Workmen's Compensation Insurance, SIGN/ ZMas-,fOWNER OR A T) DATE SIGNED THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 'A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 304, 306. BUILDING PLUMBING MECHANICAL FENCE SIGN RETAINING WALL SWIMMING POOL AL AMOUNT DUE ATTENTION THIS PERMIT AUTHORIZES ONLY THE WORK NOTED INSPECTION DEPARTMENT CITY OF EDMONDS 775-2525 APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space pro- vided. DIRECTOR'S SIGNATURE DATE ORIGINAL — File YELLOW — Inspector 01982 PINK — Owner GOLD — Assessor APR C W 3 b Z Z Z It J a 0 Z 0 m DATE: MEMO TO: Building Division Corununity Development Department FROM: Engineering; Division Public Works Deparrment SUBJECT.: After review of the subject Building., Permit application, we -ha the following comments: 1. Connection to City water system required. 2. Connection to City sanitary sewer system required 3. Right-of-way Permit required for ,any work on City Property 4, Driveway slope not to exceed 14%. 5._ _Backwater vnlve required if downsLair.s Plumbing; is below elevation of upstream manhole 6. Water and sewer lines to he separated by 10 foot minimum. gnature PLOT, P.L A N t 5>_ r ATT'N c kE T LEG-P:L A i.g'C. %'TROT'• o.ourzE•5a 1139. v1'Srn�._.r-3L. t�Nt� OF aX_1-1a.T_ck gN ! any o t r lu ov I] U 4 -0 ix to 171 r � 7 ' 23 v, I i • ! 44:0 COOCH, 1139 Vista P1. All that portion of Lot 21, Puget Sound Machinery Depot Five Acre Tracts, according to the plat recorded in Volume 5 of Plats, page 47, records of Snohomish County, [dash. described as follows: Commencing at the Northeast corner of said Lot 21; thence South 0°10'53" East along East line of said Lot 21 for a distance of 116 feet to the true point of beginning of tract herein described; thence continue South 0°10'53" East a distance of 97.03 feet; thence North 89°34'28"West parallel with North line of Lot 21, a distance of 103.00 feet; thence North 40°46'12" West a distance of 41.22 feet; thence North 0°11'18" �.. West a distance of 50 feet; thence South 89°34'28" East a distance of 4.82 feet; thence .� North 0010'53" West a distance of 16.00 feet; thence South 89°34'28" East a distance ! of 125.00 feet to point of beginning. EXCEPT the East 4 feet of that portion lying adjacent to Lot 20, Maplewood Village No. 1, according to the plat recorded in Volume 20 of Plats, page 86 and 87, records ..,.A of Snohomish County, Washington. X00TOGETHER WITH an easement for ingress and egress and utilities over the South 10 feet of the West 272 feet of said Tract 21 as established in instrument recorded under Auditor's File No. 1818153 and re-established by instrument recorded under Auditor's File No. 2384725 TOGETHER WITH those easements for ingress & egress as established in proceedings in Snohomish County Superior Court Cause No. 80-2-00816-0 and recorded under Auditor's File No. 8006160136. }, , ill VUL �lil J f'„vt tiA,_D Reid, Middleton & Associates, Inc. Engineers • Surveyors • Planners 121 5th Avenue North, .Suite 200 Edmonds, Washington 98020 (206) 775-3434 MAY2 7 �D�1Q0: .0&78zr..: C).`/F00ISHEET NO. ....�...... OF ............... CLIENT _.✓.aasp�..{'!!L..4.?J!f�j�...:............................... PROJECT ....c 0KV A..�A.�!�..4/��/�� t 49.Y!,............ OD I� c DESIGN BY T7b.!.(Ka .. DATE .� �q.qZ CHECKED BY .4.. 1Q. I ........ DATE ........................... r k i w I'1Ak: ► 't,.. Cot �l1 6 L. 'Pracwa.s s It 39 ✓� ICL ' �c� w► o col � U�i1as�r< '�o � � , `� f vnL Lv+ A ✓mac► = . O. 2$ •c r-¢.S ot.. ! z� z s.. 7. o! a.s '-T�i� �.��': �s{�.�-f' o; � -}�� . _...,. p. _.`_. 5 /opms ,u.�cs- to nn Lar�C w� u.m �aJ ...` ... ,-. in W¢ Sf oyoro L:� r•.� `t'�.�t. . �.�Q�o2 ¢ K_. cr . ,c+�t. '. Ltd a�`Fe� -f1tiLw0. i .a.xM0I�-` ' .. ; 1.1e r'`I�++Q.v� _✓ � a. bL . _S��la.�>;. n 'v n wrrc�:1'%g,t.:�ri„A _. t 6 1 . . V Gq a.'�'w-�' �c� ,.: V'ClJ � v� Q. 't~'f4 . � ► bvt � � . . tJ ¢• x � ac � 0 1- _ v►�pt w. f-ua.` c� Goo S Jo � 4L 6a _ .... 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Engineers • Surveyors • Planners 121 5th Avenue North, Suite 200 Edmonds, Washington 98020 (206) 775-3434 JOB NO .................................. SHEET NO. ...3..... OF............... CLIENT................................................................................. PROJECT................................................... .............................................................................. DESIGNBY ....................................... DATE ........................... CHECKEDBY .................................... DATE ........................... -t-t.� y✓�' r,� ►^ t�✓ra..1 -At l%a.' ad __- trw.�ol�-.C..- t, 0. Qw ` Qy� ' l i _ iT 4d�1I� - J.s_.TQ "_4J.1011 tt1111 — t rI V. �� vol v "¢ O i G c+ti ?l P.. _.I��O.�3.1 rQ.00 --?tom✓ _:[ .1 1 Fr"_✓a Q.c�; _ u _ P/'Z'b u,•a +c �kt 141 Po trl•.oT VayrU.s Q/(7_/TC • i+ J r o _ ¢ Y. 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DATE ....................... t t ' 1 3 4 3 t r i I t 5 is 6 t t 1 : t >ba. O-Z a���� --Fo' -}his moo"¢Q{.sck ' _ v4 (dt fIs �ovr{r+�eu ► 4 raga,. -�-o? .bc a•�% Co> iK ` - '- tv4%o c. ��y a. s �. (( C!16.t �o ✓o v, o(A -4 ¢ 4 1144¢*.4 c ow .rc.q ��✓4 CA; a cj ✓'ctu c� w, p .Sy'S -�.• =t S. .. ✓oPoSQOI _.. _ UJ o-j+ a { l rD w o.•. cQ %' 0,�, co ' v .,. d`uac .. -fa b g ra � � c .' ' .. ,(',�►S�a�¢,✓o�tw�S. l,S� a• ,.voluwe.'.o'41...€voids �,rw4►had� �r�ay.�(.c�-4-',..� `�� o v v.�d. sil�+9 W4n ,fK 3a t0 ' Vo I u P" t "u / 1 J a_ 4= 'S�•r+p v6�6.p 0%^ w:l� 2.cuq� !/ v'Ikip;7°-�t.3 _:� _ � _ . _ �_w � � ' -}fit _ -1-b it o w w�., t_c� � w► aaSiw Z t ci � I { .._ ' . -i ^--;-1 !\4� IDS f �� {�CL� �Ai► . OT ��iL _S�i rNlio _ 5 �;C N� O'l �� l� D_�i �Li'."�Q. __� `�? _.. , Ira- _5�;:,•,�o :i*;-}o 6Q 4cKc0.Vaca Sc��,.� 1h �7c"�O__ r cJ f ( �-a. ` 4 van i 1. ' V v a �K iri c irc I;s o'.o.w. s 9 a. +� O Jay I4 f S► �T"W _�_01! Lr . O Vim;!. �Q ..,T O.� .O''F 9'Q Q-YfL V� /. i _..:3 4.aCa., .+4o- A.DS Q✓'*o✓a'Fac:. . - �y� �� Cctri�'�2,✓ ,f) t _... _ - ' o� -Nti Q s u h w - _n owk%► ±� K pe. c h Q c=+� r. e - o.. t '- t 1 _ 6. '4 i4 e�+ i0 ¢ ice` �•4 5 e .:'i' .¢.K of e� 't �i' __ S v►Nio �J �sf'._ '.b c(o w Via_` .._9ra.v4r. _a. ._: � % !`tC�+� -N.� S s6Q «tiQ.,�- . CST p �� L . �•t�L�.S� .bQ `_per,.-f"�.a,K;.�c � a.:��_ .l - ` ..:.L is __Ct yri _ cJ I € �0..-.wf._�; y� �..p r � ` .rr► ��uL fs'�� � i � t , ` i j _. ' { i � i i i _ } —I✓' �, .� — .. Y _I �i �i67 Nti T JOB NO........ CLIENT ...... Reid, Middleton & Associates, Inc. PROJECT ... Engineers* Surveyors* Planners ... 121 5th Avenue North, -Suite 200 DESIGN BY.. Edmonds, Washington 98020 (206) 775-3434 CHECKED BY .......................... SHEET NO.....�..OF ............... ........................................................................... .......................................................................... .......................................................................... .................................... DATE ........................... .................................... DATE ...................... All that portion of Lot 21, Puget Sound Machinery Depot five acre tracts, according to plat thereof recorded in Volume 5 of plats, page 47, records of Snohomish County, Washington, described as follows: Commencing at the northeast corner of said lot 21; thence south 0°10'53" east along east line of said lot 21 for a distance of 116 feet to the true point of beginning of tract herein described; thence continue south 0°10'53" east a distance of 97.03 feet; thence north 89°34'28" west parallel with north line of lot 21 a distance of 103.00 feet; thence north 40°46'12" west a distance of 41.22 feet; thence north 0°11'18" west a distance of 50 feet; thence south 89°34'28" east a distance of . 4.82 feet thence north 0°10' 53"west a distance of 16.00; thence south 89*34128" east a distance of 125.00 feet to point of beginning. ]Except the east 4 feet of that portion lying adjacent to lot 20, Maplewood Village No. 1, according to plat thereof recorded in Volume 20 of plats, pages 86 and 87,.records of Snohomish County, Washington_ Together with an easement for ingress, egress and utilities over the following described property: • • o,,,v /J fl Co^G phf 26y. Bfa.aAL �"�OAIP� ' L �-"'_' � COI/ O�Q✓�-� r-7 7 7 ly n a big I .So: s Z03 D.716 "'-4' Togo Soy/ Z4" - /a ' pA H R sl A. Z4.•vi.i�iK f' bo i,`ca n od BSc/.c s �� 7 • • i 83 • • • Q�g vc 444,, i �X%S1�//X� �'G✓� c,� i%n .?�.F¢ � fi „iiir� �.�c fi :1�ir� �iro� /���rs. REID. MIDDLETON & ASSOCIATES. INC. PL ENGINEERS • SURVEYORS • ANNERS 324 Main Sfr"f, Edmonds, Washingfon 98020 DQi. DATs/yA;, 1,?82 FILE NO. De CH. SCALE 1 : 0 206/77&3434 sHssT / oF dL at .0a.w., .� .�q..a/s�aPdJ fans. m ,c �. o0roc4. ,T."M� � Vim. a •,IdI � . 'V 1 IPVWI P� S� 77W.V of DiacAa, H T. s. ' O41 a V� r 4dL.F. 41R✓. C. 7 A /a .'A/1 dower s�q#,o fs a.,s {e► r . t aosm Y 4c Co-V rc760/4 a �. .4'j jht683 or � � � �j I►��ay� � v � � � rr.Tfi��•` �C;�� � mum e . � ,-��"►--•-- -� - .: GL+'Nz way' .. _ ._.... . -- -- s� J.�..: Ao.$' SUNnP -*1 Sao /#At Hooaa Dti� ",i' t.,vli'g Lines A.D.S. 5�+�•p 7o dl'y4s,.e�r'Eq�.\ q" Pdc T#'hfi tern , Poo, Nos, f V ro QM waLW I. V Nt, 4 kt WWI nn fl�ill�ll !/�Pi14/.VA6l= PLAiV � t�'�T�'//,G s J�+�#.► ✓i�sr CCpC/i ,�G��OF.,�CC' REID. MIDDWON & ASSOCIATES. INC. ENGINEERS ' • SURVEYORS • PLANNERS 324 Main Stroet, Edmond:, Washington VSCdO 206/779-3424 osa. DATB,* /98z FILE NO. 02•+8Y''�'aD� •HERTZ 2 CR. s F �� cN, SCALs,"TW"