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OLD APPROVED BLDG B ARCHFRONT PAGE -WITH FIRE STAMPS. Copy1 .COMMENCING AT A POINT ON THE 50UTH OF THE NORTH HALF OF THE NORTHEAST QUEARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, D15TANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE 50UTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID 50UTH LINE SOUTH 88°14'33" WEST 55.00 FEET; THENCE NORHT 3°09'11" EAST 523.66 FEET TO THE SOUTHERLY MARGIN OF THE COUNTY ROAD; THENCE ALONG THE SAID SOUTHERLY MARGIN OF THE CURVE TO THE POINT RIGHT HAVING A RADIUS OF 380.28 FEET; WHOSE TANGENT AT THE TH15 POINT BEARS NORHT 89°00'24" EAST A DISTANCE OF 140.80 FEET; THENCE 50UTH 12°40'21" WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING 50UTHWESTERLY OF A LINE DESCRIBE A5 FOLLOWS: BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE 50UTHEAST CORNER THEREOF AND RUNNING THENCE NORTH 21°27'50" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. 1a.ACCE55 EASEMENTS: #7801230217. 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. 3. VICINITY MAP (5EE TH15 PAGE). 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22812 EDMONDS WAY EDMONDS, WASHINGTON 98020. 5. OWNER: KISAN ENTERPRISE LLC 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 6. CONTRACTOR: ROB MICHEL 206-930-2445 REPENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 7. CONSTRUCTION DRAWING: MICHEL DE51GN -ROB MICHEL 206-930-2445 8. STRUCTURAL ENGINEER: RON SKINNER 555 ENGINEERING 425-778-1023 INBOX@555ENG.COM 9. CIVIL ENGINEER: DONNA L. BRESKE, P.E., S.E. 6621 F05TER SLOUGH RD SNOHOMISH, WA. 98290 334-9980. 10. GEOTECHNICAL ENGINEER: EARTH 50LUTIONS NW, LLC 1805- 136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET 11. LEAD DE51GN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. 12. ZONING: RM 1.5 AREA: 31,167.SQ.FT. 13. PROP05ED LOT COVERAGE = 2,627.38/31,167.00 5Q. FT. = 08%. 14.15T FLOOR =UNIT #5 GARAGE: 573.12 5Q. FT. LIVING: 71.03 5Q. FT. UNIT #6 GARAGE: 580.70 5Q. FT., LIVING: 63.74 5Q. FT. UNIT #7 GARAGE: 581.66 SQ. FT, LIVING: 63.43 5Q. FT. UNIT #8 GARAGE: 566.51 5Q. FT. LIVING: 77.32 TOTAL: 2,577.50 5Q. FT. 15. 2ND FLOOR =UNIT #5 LIVING: 660.75 5Q. FT UNIT #6 LIVING: 661.00 5Q. FT UNIT #7 LIVING: 661.00 5Q. FT. UNIT #8 LIVING: 660.75 SQ. FT. TOTAL: 2,643.50 5Q. FT. 16. 3RD FLOOR =UNIT #5 LIVING: 593.19 SQ. FT. UNIT #6 LIVING: 596.49 5Q. FT UNIT #7 LIVING: 596.05 SQ. FT. UNIT #BLIVING: 593.13 SQ. FT. TOTAL: 2,378.86 SQ. FT. 17. WIND EXP05URE B, SEISMIC ZONE D, SOIL: 2500 PSF. 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, SLAB RVALUE=R-10 MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. 21. CA FILE NUMBER: #2017-0211 22. SEPA FILE NUMBER: PLAN20190003 DNS 23. ADB NUMBER: PLN20190003 24. 5ET BACKS: STREET 15' (1), 51DE 10' (2) BACK 15' (1). 25. PARKING 5POT5 REQUIRED: 8, PROPOSED: 8 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE 5PEC5 ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT. 27. 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). 29. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING r � � � � � � � � � � � � � � � � � I PERMIT. IT IS THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO A55URE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY I The building enclosure must be inspected by a qualified MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY 155UE A STOP WORK ■inspector in accordance with RCW 64.55.030, 64.55.040, and ' ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE 164.55.050. A building enclosure certification letter from the REVIEWED &APPROVED BY THE CITY. 'inspector must be submitted to the Building Division prior to 30. SPECIAL INSPECTION REQ'D: I final inspection by the City Building Inspector in accordance I 31. SEPERATE PERMIT REQ'D: ' with RCW 64.55.060. Where phasing of construction occurs, ■ 32. FLAME SPREAD FOR ENCL05ED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLASS B, ROOMS OR AREAS 76-200 CLA55 C. I coordinate inspection with the City Building Inspector to ensure 33. 51TE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PG A5 SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) 'that all required inspections are performed. Inspection by the 34. BA515 OF BEARINGS: THE CENTERLINE OF SR-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, I building enclosure inspector to meet RCW 64.55 does not I RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. � 35. MAX HEIGHT 30, MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, substitute for re uired Cit buildin ins ections which must be I q y g p SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. ■performed by the City Building Inspector. 36. TRANSIT SHALL BE 5ET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. � � � � � � � � � � � � � � � � � � � � � � � � � � � 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. 38. ADDRE55 NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE P05TED PLAINLY VISIBLE &LEGIBLE FROM STREET OR t.�.�.�.�.�.�.�.�.�.�.�.�.�. ROAD FRONTING PROPERTY. I Hydronic heating system piping shall be tested at 100 psi water I 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1. ■pressure or 1 /2 times the design pressure, whichever is greater, 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. I for a minimum of 15 minutes. Piping embedded in concrete I 41. ACCEPTABLE TIGHTLINE MATERIAL 5CH 40 PVC OR EQUIV, 5DR 34 (ASTM D3TM D3034). ■ 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE SPECIFICALLY 'shall be pressure tested prior to the placing of concrete and be CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVI510N5 WHICH DO NOT COMPLY WITH CITY CODE & I maintained at operating pressure during concrete placement. FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED &CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN 'The test must be observed by the Building Inspector prior to I I ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE concrete placement. Note: a means of providing outdoor air per SPECIFICATION. LIRC R303.4, M1507 and IMC 403.2 is required. , 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. ' �' �' �' �' �' �' �' �' �' �' �' �' �' 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES 5EE SHEET 51 45. PLAN CHECK #: 46. BUILDING PERMIT NUMBER: XXXX-XX EXI? X.X.20 APPROVED BY PLANNING �o Apr 26 2021 1h�indow, Skylight and LioUr 5clledule r fnramxx5an Gxn!ac; .rti'.xms!ti.x� nit 5 k�r'idlh Height f2ef. U-fact+s� �I. Feat r�� Feet I�� area UA ExeralpitSwinginca �ccr ;��1 s�.'l. llr3k.f g.� O.g� �xerndl Glr�ed = ene{-ral _ � � 1 � aq. ft• rum.} . 0.0 O.OI i�+er#icaL Fenestratia�r, {�indo� and dooraM ...... .. :: .. CarnperMerd 1�L'idt}I Height: Uertcri tilon f�af. U-fscher �1. Feet r� Feat �- UA. • �15.0 4�I Vin 1 Fo:sd 0.2d Gar : �Irerhead dla�xl 0.28 F1rl : Vin I fix,ad 0.2� fm :Front Gacr 0.2$ 5leirs: Vin I Fixed 0.2$ IGtcfren: Vin I Cesemerrt 0.2$ IGidren: Vin I C�serrrent 0.2B Gneal rc�rn: �i Casement 0.2$ �aih:lfi Cssrement 0.2$ Sieirs: Vin I fixed 0.2$ Rash: kfi Cas�mant 0.2$ �+e�acrrl #1: Vin I C�semerrt 0.2$ �ex�acrn �2: Vin I C�samsrrt 0.2$ &alh:lfi Cssrement 0.2$ ®���� ���� ®�®� ����� ����� ��®� ���� ���� �®■�i ®©�®� ��®� ����� ■ ���� ■�■®i ■■■■i ■■■■i ■■■■i i■■■■ �■■■■ ■■■■■ �'rfm a�'r'fartlsarFana�trar�Area ar�d �A .................... ........... 4�ertice� Fenesrrar�olrr Are$ G'�er,�rNad t! = U,4�r4r$a rhaad � lazing { S k+�li�hts f CoiTrperreni 1r,'idlh Height tier. �I. Fe$t ri'�ii Feet I�rli •�frra of �+erherid �� Arse arr� L+� Ol��r.���d �i'azir.� �lr$s mad t� = LG�{�Ir�a F�[�� Sim �� F�Ia�tr�M� Ai�� ��� �JA �r ih�eadr><r� sysi'�rri srzrr�g caro,r,s� 20.E ;x.�l 20.E 5.� 1.�I 2F.� �.51 5�.� i�.'I'� 10.E 2.�I 25.E �.OI area tJ� 0.� O.OI 0.� O.OI g.� O.g� 0.� O.OI 0.� O.OI �.� �.�i O.OI ���.� 10�.g1 Yl�indow, S k}�li�ht and Do-ar Schedule .�3'3,5C{I fn tdh7�an Unit � R$f. U-Fact• fxenlpl twinging UaBr ��I sq. $. mex.� �isenlpi Ga¢ed Feneeiretion �'I 5 aq. fL nl�ac. � Vertical Fene6tratian {Ywrind�w� and d�arg� �orr�rlenl • rlar�rinr� �r f28f I I_f�eMr Vin Foaad 0.29 �rar : �rrerheed dcbrl 0.2g Frrl :Front Gaar 0.2d Powder. tifi Casement 0.2$ �,rlrrrerr: llin I �semerrt 0.2$ Great rcbrrl: tifi Css�ement 0.2$ Gr�eai room: Vi Csssment 0.26 Salh: � Casement 0.2$ Darn �1: Vin I Casement 0.2$ B�e�ocrn #2: Vin I Casement 0.26 Rash: tifi Cesemank 0.2$ i �rh�ad �lazini� {5kyli�ht�� Uorrr�brrerrl kS9Gl F3s<�4+Z,Rw Fl Ski Ir,'idlh Haight �I. Feet ����� Feat r�r�� isnea {JA 0.� 0.00 0.0 O.Og Ir,'idlh Height ail Faor IiRi� Four i.li ®©��� ����� ■■■■■ ���� ■ ■■■■ ��®� ���� � �■�i ®��� ■ �■®■ � ®■®i ���� ����� ��®� ■■■■■ ■■■■■ ■■■■i �■■■ ■■■■ ■■■■ 5•r�m a�'.'art�caf Fanasrra�an Arse evrd 0�1 �'art�car Fanasrraba�ra }Lr�s 4i�f�rad U = t.[�kfAfe�a Mar. u-ract�• Ir,'idlh Height �. Feet I��� Feet ��,� I S�Iny o� �nert�a� �raz,4rea aArrdlSi.r� �', ��8rl.a�.i era F?.'?� Amp$ i�i�•�'Q.17ra� � = I�Ftifr1f1fi8 � ��#a� S�tr� �� F�rr���r�ta�n �r�� a�r� U� �1�r rl�aran� s}�sr�vrl �rzrr�� ca�c�rarao,ra�� 15.0 4.20 i12.0 �1.�� 0.0 0.�0 20.0 �.�0 �.0 1.�g 2�.0 7.5fi 5�.0 1�.12 '10.0 2.g0 0.0 0.00 5.0 1.�0 2r4.0 �.�2 �0.� 11.3+4 5.� 1.�0 �.� �.�� o.� �.�o o.� o.�o o.c �.�o ' o.� �.�� ' o.� �.�o 3'I �.� �8.90 0.26 �� a 1� 0.�} �.Og 0.� �.Og 0.� �.00 0.� 0.00 0.� 0.00 Rresaripk�ra Encr�� �odc �4mplian�e fef �Ll1 Climelc Z8r1ei Ira i�idlifti�lOM :' : ' :' :' :' :' ::' :' :' :' :' ::' :' :' :' :' : ' :' :' -' M Ii4k,7F1�4iY8 [nrrL.� �LrB�PrW L'arr - ?hr; pralect,vlll use the reawrcmrtnts otthe P*csr:rlpilwe �alh trtloK and•�ncflrpbraratfn .. .. _ . .t}Yll�drbnLil 411�ci Ilshed. In addlil¢n, based on Shfi slat ai the sirr,Liurc, tho �raprirh.. .. .. _ num�arflf adr}Aronsl r:rcd ds a_re r:heckcd as ch[ sr•n op the perrnit apphtsnt .. .. .. _ ,4�irrnrr:ed FGepra�enLeth+a .,_€]ale• : .. .. _ . �411 �lirnarr donee Fenrs�trallon L�fiar-:�� tia �.+�0 u-FacLor £;laded Fenestrahan 25Hrir�r n'a n�a �.3b n'a fain �51 �A2B 1i1f�C•�d Frans 1'4'a•a �++� it rrl �36 Mass UMall i�=valuo� �1121 � �OSB Floor 3[]v � f3d¢w rsrsic 4ua], •. •Slab�l�•5��1a $ dti�tl 1{41 dlZl mot! + T� �A42 1d, � R n'a ' ablc I-�ll� 1 1 and lablc I-�J� 1 3 oalnoL+•s Inr:krded an age �. .. . . .TaWrt FtdU1�.2 $,rmrnar� :: :. :: .. _ . ran besrrr�llom . � �sF :: :: _ la FJir:lanL� f=n,'clo-pe is ta.5 • lb F�i[lenl9ul �n�rala a 7b 1� 1� Elir:ierrL�ul 1=�,rcbpe 7t �A ld Elic�cnl �wld En,rcb a 7d o.5 �a �1r�Leaka c{:ontrW and EMlorerrl4l�enL�4or5}a �6 � Alr Leaks c �•ontrN and EMiorerrl ti+ml�tror5 � .1�0 . . 3c Arr Loaka e• S:ontrel and EMlorarrl W�errl�orr �c - •i.ii 3a H h Elfl[rcrc HVp,� 3a 1�8 .. H h EltKrer� HV]4� �b lA 3[ H h €tfl[rcrc HV]4i: Sc •1.6 . . �d H h Effxrcrc Hk74� 3d .1�0 . . � H h Effrcrcrc HVX4L: �4str�rrYon •1�0 . . da �ffi[lo�l Y�alcr HCak �a �� . dh F�'ir:lanLu�alcr Hrat 5h .1�0 . . do Elh[lanl 4Yaler Hint �o •1.6 'mod • Elir:lanl 4Yaler Hoak hd �6 � €�enewahla Eladknr: Eae d�5 . . Total Gradll� .. .. .. . �.eQ. _ . �Icasc reft4- sa Tahlc lt4{JL.� tar Darr al^br apticn dcstnptrana .. .. :: :: - . Approved by Fire 04/21/2021 AFM ����e�-e�- Required fire sprinkler system, Town homes are permitted to install a 13D sprinkler system. Deferred submittal for the sprinkler system. Addressing and driveway signage/markings at final. YI§nd�w, 5rkyii�ht and ��r Sch$dule Fro,4a[r fntbrrP�uftian Ref. U-fscb�s• Exemrxl swinging Uoorl ryq. ft. mex.j �enrpz<ed Fenesiretrlcn {'15 eq. f� ntal:.� Vertical Feneelratian {YllindanMa end ��eraM �orrrF�r►errl 13arr�rir,r.-.� �aF 11-faaM•r Gar : Yln I Fixed 0.2E Gat : �Irerheed dlacrl 0.2$ �rN : Front Gaar �.2$ P�der. Vi Css�emsnt �.2$ Ifrldren: I�in I C�ssmerrt 0.2$ Great rcbrri: �i Casement 0.2$ Greal rc�rn: � Casement 0.2$ Ralh: tifi Csssmsnt 0.2$ ocm #i: Yln I C�sament 0.2$ cbm �2: �+in I C�semerrt 0.2g Salh: tifi Cas�msnt 0.2E I � rhea d � lazing { S k+�li�hta� � 8 Rr�OrY@rit City Of Edmonds r Building Department - - - ----------- Work � 4 UNIT TOWNHOME - BLDG B Address ; 22812 EDMONDS WAY Owner KISAN Approved Dater 6/10/2021 Building Official � � w. � Permit lvumber BLD2020-0151 Ganlo� k;crmalu• kr�'idlh Height �I. Feet I�r�� Feet area {.JA 0.0 0.00 g.0 O.gg 1Arldth Height fit F�uar Ib, 1-waF Irt�i ®���� ����� ■�■■■ ����� ■■■■■ ��©®� ����� ����� ®©�� ■©■®■ ®©®� ����� ���©� ��©®� ■■■■■ ■■■■■ ■■■■■ i■■■■ ■■■■■ ��■�� Senn � �'e��,a� Farlas!rar� Area arr� 0� 41+ierdice�Fenesrrar�a�rr}L� I��.�.�rrad i1= U,��lrea .�. �_�__ ��� �� �■ �� � kr,'idlh Height �. Fe$t I�rii Feet lirii lirrra• 1 J�.. '15�0 4.20 YI2�0 31.3fi 0.0 0.�0 0.� 5.� 1.�0 2F.� �.5fi 10.0 �.EO 0.� 0.00 5.� 1.�0 �g.� �t.� 5.�} i.�0 O.�i O.i�O o.� �.�o �.� �.�� o.� �.�o o.c a.�o o.c a.�o 31 �.;x 88.90 0.2� �a7'��IF�1 g.� 0.�} O.gg �.00 0.� �.00 0.� �.00 0.� �.00 .g TABLE F CONTENT COVER SHEET: P1 VICINITY MAP FLOOR AREA SUMMARY PROJECT INFORMATION P2 PLOT L1 LANDSCAPE PLAN ARCHITECTURAL: A1.1-2 ELEVATIONS A2 15T FLOOR PLAN A3 2ND FLOOR PLAN A4 3RD FLOOR PLAN A5 ROOF PLAN A6-7 DETAILS BE1 Building Enclosre STRUCTURAL DRAWING5: S PAGES � r-r � � � � � � 3 224th 5t 5W I o � � � � � r+ � rQ r+ -S fp � � ' p � -{{O � f•6 _ _ C ��8th 5t 5W �- �2810 _ _ Edmonds Way -.� 1Q4 � 232nd 5t 5W � m � a c 23�th St 5W � _V �_ �iarJ��, Sk�{Il�ht arrd R�r 5�h�-duly •' .��r tntam�ufi'an tanit $ ICINITY Ref. U-facts• xenrpl Swinging Uoor �2+�1 rq. ft. mex.j Fxenlp�l Gazed Feneeiretion �15 aq. fi nra�. � Vertical Fe�erilratiar� �YYlndm� and doaraM Uornpcn2�1 13ar,,r•.rinr.-.� oaf II-fxa�rrr Gar : �rrerheed dlacxl 0.26 Elrl : Yln I fixed �.26 �rrl : Front �.26 �ieire: Yln I Fixed �.2$ lfldren: Yln I C�semerrt 0.2$ lfldren: Yln I C�semerrt 0.26 Great rc�rn: �i Css�emant 0.26 Rash: � Casement 0.2$ Stairs: Vin I fixed 0.2$ Ralh: tifi Cssr$ment 0.26 c�xn #i: Vin I C$samerrt 0.26 ocrn �R2: Yln I Casement 0.26 Rath: tifi Casement 0.26 �v� rh�ad � lazing { S kylighta} � 8 Rr�iYL+iYt Gaurlacf kY�cr�raLbr. n C �� Z28th St 5W � 231st St 5W n C ry Holly=t�n= � Maple Ln ti � --� Madrana L Ir�'idlh Height fit. Feat I�.a� Fe$t ���� area {J,A g.0 0.00 g.0 O.gg 1r,'idlh Height iii Frsar li.i� Frsar rnd� ,5rn� 111L• . ■■ ■■� ����� ®©®� ����� ����� ��©®� ����� ����� ®©�� ®©�®© ®©®� ����� ����� ��©®� ■■■■■ ■■■■■ ■■■■■ r■■■■ ■■■■■ �■���- Swn � 4�art.�ar Farla�lra�ara Area 8rn� OA 'r'er��! Fenesrratla,ra Arm d t� = UA��Ir$a Ir,'Idlh Haight trr. rest ��� rear•�� 1'12.� •3�1.38 5.0 �1_�0 2g.� �.�0 2g.� 5.� 1.�0 2�.� �.5fi 1g.� �.EO 25.E y.00 5.� 1.d0 2d.� �.�2 5.�} i.�0 0.0 0.�0 o.� �.�o �.� �.�� �.� �.�o �.� �.�o �.� �.�o 352.;x �8.70 �.2$ g.� �.gg g.� �.00 g.� �.00 g.� �.00 g.� �.00 .g R E S U B s� of 04+erhead �razir� Arlaa � 0�1 0.� a.00 Srrrra of O�erhgs� fits Araa � OA g.� c.00 0.� 0.00 04+erhgad {'al'azir,�.�r�s IA�i�irad U = UA!lJr�e,a 0.00 Oad �I'aair.�Ar�s �� U = UAfAr+�a �.00 Apr 06 2021 �.'}r' r, 1r� t�� Spit] �f F6rF��fr`�fi�l7 �•�� �rrr� furA �f�r frea r�n� s}+s 1:2�m srzrn� eala,rv� 31 �.� $$.90 1r� t�� �UFF7 cif f�aM��[r�[JQ�i ���2 2�] C1 �� {!or fi� rangy s}rs r�wrl srzrn� calo�r�s� � j2• � $$.FO CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � 1 � � $� z I= C7 � a I-� 0 W w Arn U C1� W W w E``--�//-I F�-I REVISIONS: 2.4.21 4.5.21 4.5.21