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10121 238TH ST SW.PDF1111111111114153 10121 238TH ST SW ADDRESS: TAX ACCOUNT/PARCEL NUMBER: 6970 33 1,u24 3 e U J-1 U BUILDING PERMIT (NEW COVENANTS(RECORDED)FOR: CRITICAL AREAS: 9006- DETERMINATION: ❑ Conditional Waiver Study Required Xwaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: Z� SCALED PLOT PLAN DATED: Motto SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: m q "7 2G'7 rO v w56 �,.o LATEMP\DSTs\Forms\.Street File Checklist.doc `QC 1%91 #PZu City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form"is to be filled out by any person, preparing a Development Permit Application, for. the City . of Edmonds prior to his/her submittal of the.application-to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information neede&- to complete the Checklist. 'should be easily 0 1 APPLICATION Vc V-r*DSO 2-L Date Received: O City Receipt #: Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: 4l - O 6 A, property owner, or his/her authorized representative, must fill out the checklist,., sign and date it, and submit it . to the City. The City will review the checklist, . make a precursory site', Visit, and make a determination of the subsequent steps necessary to. complete- a development permit application. Please submit a .vicinity map, along with the signed copy of this,form to assist City staff in finding and locating the specific piece of .property described . on this form. In addition, .the applicant, shall include other :pertinent information..(e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff completing their.prelimina lassessment.of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the .processingof the application agrees to release, indemnify, defend and. hold the City of .Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from . any action or infraction .based in whole or. part upon false, misleading," inaccurate or incomplete information fiunished'by the applicant,-his/her/its agents •or employees.:. By my signature, I certify that the information and exhibits herewith submitted- are true • and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as .listed below. SIGNATURE of APPLICANT/AGENT DATB''t Property Owner's Authorization By my signature; I certify that I have authorized the above Apphcant/Agent to apply for the subject land.use.application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. Owner/Applicant: � /V cl* 4 �iU�i3Y Street Address City State , Zip Telephone:��M ' 0_01 06�f_� DATE. • / • 0�(/ Applicant Representative:. . Name Street Address City State Zip Telephone: Email address (optional): ,0591 �/�IGg Cgtitpjsr.'Email Address (optional): #P20 06-.43 Critical Areas Checklist CA File N°. Site Information (soils/topography/hydrology/vegetation) °G-44 1. Site Address/Location: !2' Sd� 2. a 4. Property Tax Account Number: Approximate Site Size (acres or ; Is this site currently developed? ✓ es; If yes; how is site developed? no. 5. Describe the general site topography. Check all that apply. _L,"*" Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site.generally, less than .15% (a vertical rise of 10=feet over a horizontal distance of Wfeet). y , - � > .z .x Hilly: slopes, present on site of more t1WtVid over a horizontal distance of,33 to 66-feet)., � J, Cie, 241( Steep: grades of greater than 30 ,6 present on s teraiertical rf�, 0.fetov erl ahonz�ontal distance of less than 33-feet). �` -'�`'" M.M-14im" Other (please describe):. 6. Site contains areas of year-round standing water: �%i�� ; Approx. Depth: 7. Site contains areas of seasonal standing water: _ O ; Approx. Depth: . What season(s) of the year? 8. Site is in the floodway floodplain V of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year?. ). 10. Site is primarily: forested ; meadow ; shrub ; mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland 'is present on site: O For City Staff Use Only 1. Plan Check Number, if applicable? C6 2. Site is Zoned? 3. SCS mapped soil type(s)? 17� — Ever,�A oc-avelly 8 % 6o � _ 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth subsidence landslide hazard area? NO. DETERMINATION Reviewed ><I WAIVER Date: qlo olCa PLANNING DATA 40 SINGLE FAMILY RESIDENTIAL n STREET FILE Name:V-o q Pill �f Date:— —� "Z 3 ( (_%'' t I Site Address:` Plan Check: 2-OfO.p ('0 Project Description: Reduced Site Plan Provided: NO) Zoning: S— Map Page: �— Corner Lot: YES _ _ Flag Lot: (YES / NO Critical Areas Determination ❑ Study Required pav, / aiver SEPA Determination: Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks St r et: Z [A/ Side: - 7 Sidi: j - Actual Setbacks Street: T'S 4- Side: �� Side: ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: _ Buildin Height Datum Point: 1k144V W,q Datum Elevation: 3 L� S-- 6 Maximum Height Allowed: �� 36 ZS Actual Height: Differ Parking Required: Parking Provided: Z `� Lot Area: 180o Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: ADU Created: (YES /r,9) Subdivision: U1 Legal Nonconforming Land Use Determination Issued: (YES / ttfjD) Comments — 3 H,f � A two IO-� r �S ' 3 N �� 1 D 5 5)ch [ IDS on e Plan Review By: / D�/ 0 / O Planning Data Form 04-1I -06.doc RO@il`D AS NO LOT 10, CEDAR GLEN INC " I "L' r••�S S �`I .. _ �' �( EN INE WL. 19, P: 66, - 0 6" WIDE X 3' HIGH TIMBER _ 25' 255' A1. RETAINING WALL. O� S 5.5' HIGH WOOD FENCE t T W 347..9 x IMPERVIOUS SURFACE CALCS: SF ]5.00 Data'. SET 1/2`0 REBAR AND CAP -I i4 .ol N89.40.47`W 80.00 y�. � �-_ .. - 9.4 SET 1/2" REBAR AND CAP No. No. v25409 AT -LOT CORNER ON �J _ N SET 1 AT LOT CORNER ON 11-A-04. EXISTING RESIDENCE ROOF OUTLINE: (CONSTRUCTED 1920) 572 11-08-04. FOUND 1"0 IRON 1- it - f - I I FOUND T LOT PINCHED IRON . f • (✓ Y EXISTING SHED CONSTRUCTED PRIOR TO 197 100 PIPE 0.1' N X 0.1' W AND / � >(*A6 -- - I PIPE W/TACK LYING HORIZONTAL CYCLONE FENCE IS 0.3' W. /�i.'4 G � O - ' � ` ' '� •i •-'T"=`3' -: = ' � � - `�� IN VICINITY. FENCE UNE IS 0.9• N EXISTING CONCRETE PATIO (CONSTRUCTED PRIOR TO 1977) (DEMO) 300 WOOD FENCE CORNER S�f/� 1�- I r2'. IS 0.6' E X 1.9' N. : I- t1 _. I Al p� W I PROPOSED GARAGE 1152 mu1�- 7 � N �Cv 6' I x � � PROPOSED DRIVEWAY(GRASSCRETE POROUS PAVERSx72o(--6) W ----- - C d TOTAL MPERVIOUS SURFACE 15164" • �� .. ..._..:....his -��- I$ D• • x F- EAST.UNE OF THE WEST 1/2 OF �` EXISTING TREES T _ _ _ ` c• I I a THE YIEST 1/2, NE 1/4. NE 1/4, QS�O� $ )�E*j� ��1I' LLL Wkkx 3C / QNS�S) fT+4� SIZE (") TYPE ELEV. = SW 1/4 OF SECTION 36-27-3 l" ,�• A 23 D. FIR 347.1 PER PLAT OF CEDAR GLEN W1n� �( b>r B 8/9 CEDARS 346.2 „� i -• �! a IW CALLS: eD1AU*30S STj*,0/tSt 0 .N C 21 D. FIR 347.5 18 0. FIR 347.1 , A_i \ . 1 j, _ wNERlCONTRAGTOR IS. RESPONSI =o, 1 AR 346.2 O' • Qj(� �+ YY ,7 LSD CONTROL AND DRAI� ��o r» D. FIR 347.0 + H - ^ I, CONTR . 34ss' 19 N -- f" h I EROSI N I 19 D. FIR i��Uy %� � �+1"+ �. B = + 4 9 CEDAR 346.1 f• �,y. J Y 3 S.O ,3 CEDAR 345.9 x a6� voi p6� I Z= + 345.5' J 18/22 D. FIRS -7-7 W 3. ' AVE. GRADE = 345.25' �• r '��• K 9 CEDAR. 346.5 x g APPRO D BY PLA NInG L 22 1 D. FIR 347.6 Q I� i I � n ACTUAL HT. = 360.25' M 14 '. D. FIR 347.0 J .: ' m N 25 ; D. FIR 347.0 ky A . r • �....:. I .- .. .O _ 7 x Il/1 I (� I MAXIMUM = 360.25' b (O (C7 0 8 CEDAR 346.5 Q • P 22 D. FIR 346.6 y9 I n Q 9 CEDAR 347.0 ^i >, �F- ( R CLUSTER DOGWOOD 345.6 n I V G6Y�%)ljl. QJ�3� 1 • )f i d vb n ` - ' " re�� -� L n . _,( S 35 D. FIR 346.7 LAV5, y �,xi�ri I g I w 1 t��I(/l(LY V• Tr T 21 SEQUOIA 345.8 HOUSE' mad- � � ` � Oc ,lL ��(� � � ' ��\C U 9 SEQUOIA 345.5 No. 10121 Go I , „ad ��W_'c' cd C/�J �'` 1�•keAm wC7 J' ^ =o a ('�t�i I N FRAME STORY WOOD- O• I •K • • I. I LOT COVERAGE: SF '•4+•.A7 � SEE RECORD OF SURVEY FF = - 33 FF - 3 30 MERIDIAN: PLAT OF CEDAR GLEN �n - IN VOL. IZ P. 209 a • � o VOL. 19 PLATS, PAGE 66 LOT SIZE: 14800 , Qa ,y g I .I _ I F SPOT ELEVATION. TYPICAL -'/ SEE SURVEYOR'S NOTE OVERHEAD WIRES I I �j +��;: 'S�°� EXISTINGHOUSE rL ct 572 EXISTING i 1 100 RECAROING GAP ; ELECTRIC/TELEPHONE. i / M I - EXISTING CONIC PATIO (DEMOLISHED) t 1 300 R o • .yay1 7 N - z I SET 1/2"0 REBAR ,AND CAP 3 T t 3 I - No. 28409 ON 11-8-04 AT 2 0--300= 672 f .._ . RWE&. ,..:....... t . � -.; ... '� �• - - - • - ._ - � TOTAL EXISTING 57 i � co PB z� TOP = 345.7 PROPOSED GARAGE 1152 m343,■�■a�� ` so a 1�. , • INV. (E) . .3 ■ • " . �o S, t 94 I m\O I I NOTE 4''PVC IN FROM NW t t o Q I TOTAL PROPOSED 1152 25' 25' '3 SET 1/2"0 REBAR AND CAP POSSIBLE UNDERGROUND TOTAL COVERAGE (EXISTING PROPOSED) 1$24 No. 28409 ON -8-04 AT LOT CAS MAIN IN THIS VICINI ' IZ 11 P• v� FIRE HYDRANT -W/VALVE' CORNER. FOUND REBAR AND R t 0 0 Q• y9 CATCH BASIN (CB) O Z CAP No. 9760 O.G' W. yay' �. Spb•, I �� TOP 345.9 1H24/ 14HOO=.123 (12.3/oCOVERAGE) G _WATER_METER INV. W - 344.2 C GRAVEL ay ." QdC•�D INV. �S� _. 342.4 ' Zone ✓ l Corn®r;Faa.,,� N k_ ' 65.00 4 �y N89'4047 w Bo.00' . Setbacks R wired E1ctu 1.. )4'0 iay� py� I 546� II 09 . 0 OI GAS VALVE I II N °- Front �Y Cr� V1 Si 38th STREET SW N ASPHALT PAVEMENT' AVEMENT N / z =SS SS SS CC SS SS. `SS SS SS SS 125.99 MEASURED (125.59 PLAT] SIdeS W[ _ Q jU, 180. S9 Ay h - 'Sb1 i / Rear N89'40'47'W 551.8` i,_ NE 1/4, NE 1/4, •Says 5' ASPHALT WALK Other �TION 36-27-3 1 Hei S I S 3 m WATER CONNECT - SS Ss SS SS MH TOP = 345. STREET FILE 1;"Ma dart' 4 fa-Ij NO aKa act-e-s<• +345.0' , _ _ _ _ _ _ _ 0 T REE0 -I "\FILE 1 _ - 345' TOW�47.6 _ t® I 1 FOOTING DRAINS NOT I r` BURDWG SET&1LY lwE TO BETI INTO—�—�—;------------.--- ----- — t E EQ DETENTIONI ...bW 1NGTREETOBER:V I O FOR INS N � SYSTEM rROPpSED „KIOD OECR - I ` I : rARrWE COVEtOI) l� d-nOovE Fw. GRrJDE FI i-__A+345.6+ _—�TB ______________ _____ 345' _ i�+345.1' I x9-0 SETBACK APCEfAai.E TlUli7tiNF - - -Ss- - - W PROPOSED RESIDENCE j y z 3 -------- MATERIAL G/ FOR r.........................�................: FIRST FLOOR= 1,543 SF I ------ Z a 1 ibR 35 TO BE REMOVED SKOND FLOOR= 2,373 SF I STREEt FXISTING HOUSE 1I ; RICH 4U....................T 7k� LE .{ I '•IXKIINGCMPORT� W STORY WOOD mum_ FRAME W/BSMT. t o ►NCO I PROPOSED GARAGE uOPf d I I o ROOF PEAK .359.5 EXISTING CARPORT GRADE — 867 SF r r BSMT 3 339 I I170 SF • WA_T R ETER - _ _ _ _ _ _ _ _ — - 11 FF •9 7 'AVERAGE GRADE 3.J4 i - _ 1 _ _ _ - TOPOE ROOF EIEV .310JT POSSIBLE UNDERGR .- FXgT'p W - ................... __..... _ _ ..yam — -XsrG SSi I HEIGHT RESTRICTR)N ELEV..3x0.6' GAS IN IN THIS I RESHAPE ' r.3STm. .......... PROPOSED TERRACE •• DIRT D `. — . C +345.11 ,r•,_�_ I OURLwc SETAACR 603 _ - ____ _ > __ __ ________ ____ _____ - _TEERAQ SFTBACR IwF_-� ...................'__. `_ _ _ _ _ m � -- .________ , — a - ------ -- �NO'18'08'W •• 185 0' U�j pO,YrWUNDERG&TEL�f�NE --------------- PAVE R WALK r 34 I I ® • 4-- F%IS'ING TREES I 11111..+3Ta>46.1'� IIF11F1 / ' �-dsSG YN I TEMPORARY CONSTRU_CTI( GAS VALVE SS MH I 11 .A) i TOP = 346f CATCH BASIN ICES) TOP - 345.7 G.l t S) SS SS SS SS SS I z101st PLACE WEST SITE BENCHMARK = 345.91 TOP OF CONCRETE MONUMENT • INTERSECTION OF 1 OIST PUCE W & 238TH ST SW RECEIVE A:.R+d02006 DEVE ENT SERVICES CIPTY OF EDMONDS C R. ' F• T DOE OF PAVEMENT Wo is SS SS / SS SS EI.SrG SANfTARY SEWER CONNECT i iv OWNER/CONTRACT0f ' 4v"1,ONSI&E FOR O V �( EROSION CONTRGY, 4101 DRAINAGE f9 ern:'-" G dr x` n CATCH BIN (CB) FIRE HYDRANT WNALVE TOP - 345.9 _6- I one Corner Flag Set_ Reg_ Actual Front V VRear other 10121 238th Street SW, Edmonds, Washington Hei t - HOUSE PARALLEL TO 1019 PL. W. PROPERTY U FE ____ _ _ = ____ __ _ _ D+345.7 ____-- _ _______ _ __ ASPHALT DR VE , 185.00 ,r 346' T RTGREES` . .`_-�-__ ji ` • + 4 .1 — — — — — — EXSTG GAS — — J6'J' SS SS - - - cc__ SS. � SS SS '— E - �• : "� NORTH V , 10I i5I 20I 1 3450 IIIIII I 1 I I 77 BUILDING SQUARE FOOTAGE IMPERVIOUS SURFACE CALCULATIONS LOT INFORMATION HEIGHT CALCULATIONS FIRST LEVEL 1,543 SF BUILDING ROOF OUTLINE 2861 SF TAX ACCOUNT PARCEL I 27033600300SOO A: +345.4' SECOND LEVEL 2,373 SF PROPOSED DECK COVER 474 SF 27033600300600 B = +345.1' ENTRY TERRACE 520 SF LOT AREA 14,800 SF C = +345.8' TOTAL 3,916 SF PROPOSED DRIVEWAY 917 SF LOT COVERAGE 2,891 SF D = +345.7' UNCOVERED DECK 100 SF LOT COVERAGE PERCENTAGE 16.3 % GARAGE 867 SF TOTAL IMPERVIOUS SURFACE 4,872 SF LOT SLOPE 0.4% AVERAGE BLDG. GRADE _ +345.6' ACTUAL BLDG. HEIGHT = +3702' EXISTING HOUSE & CARPORT 1,735 SF MAXIMUM BLDG. HEIGHT = +370.6' :ans em d..... r.d DATE:APRR ,.zm REDUCED PLOT PLAN l dm..dl, r1 Tuef SCALE: r.xo' I.I. /1S.f 13.769f I... /rs.r11.1202 DRAWN BY: BEO G.....,dto..m<.IL..I ry4.ct E• �YJCh Y REVISIONS; Drawing: ■ 6 lEu. d IT(R I I E(IUA►t DESIGN t CONSULT 116 NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). T I w r 1q r r A i1 10731 10725 243t0 K a m N A C +�O v Nj N 4 �^� ✓ft �� / �T 10704 —. f, �i e m N i5 1 m 107TH PL W_ m 107TH P a n 1o71s g w 11 . 10710 10708 10707 10704 = a w w w m _ 10707 ii 10700 10701 10629 ue Ew6 0 10629 10624 10624 10627 106THPL10630 10625 10619 $ 10618 OTL W.10610 80 — tt 10808S ^t S N t0811 a_ o a 10810 NP +0813 0 10615 1 (! �_�_ w u S 10605 - N10612 m \'0, 10600 CO — 10602 1100553237 ,0532 .Nr armNc _ N +100553231 Il.�/ `—., • oQ . 10609 10602 10808 10528 0524 �10601 t0529 ? 10526 1 31` =1 ni 1 105THAVEW 10519 I / �os�•$ �\o �' I loszz loszs 1 10514 os+e 105TH P :W " 10517 2 " (�) 10511 W T CL 10508 , 10508 0` / aa�' N a o .10510 I�I 10509 r ��40� o N / •'\ \ O V (ii y 105,7 ,0503 I � m 1 0 0 V/ 10509 1 1; 10432 fia / N! N r v I N J 10502 P -T� A ", ;V N �. 10426 p I1l ----lN' 0 10507 1 0428 10429 104(I tu' • \� 10429 1 1041s :104TH PL W li if/ T P A s CA m N m N �, 1 104TH AVE IN, 104TH AVE W m ' 2a+3t 24123 y a g t0324 � 10325 '�` � � g � � 23809 23727 � �� � � �• ® w 10318 - 7pJ�7 v tD r " +03t8 10319 103t5 10312l 1O O N7p3p - w 10308 75 10310 10307 V O -4 10307 c g N 27823 ',� 10304 Klahaya Pool ' Q. 7 $ N N • � � � m `� ^ a � S .��� � e Faith Community 23726 z3rle ® N 1022o ' a A Church 8 8 m o s 10221 23915 23912 10220 t02ND' a®- 10216 N Mld4NZOl N �? 237+9 gVEw 10223 239tt 239t0 + ffi 1021a N 37 N 10215 ' 24109 w 102t3 \ 'B 23814 10207 24127 S N �+ /0203 10202 10203 10208 A E 1020, 10202 m (�' \ .:r 10132 I • P ip5 A P N pNp P ,M 10133: 10124 P 10129 10128 O 10129 ® ti 10125 110129110131 1012e 10127, ® 1oryo 1015T AVE:W SoZa2 10116 � 1012t 10120 r 10121 m 23920 (y Y66� ot2t 2371e z37oz 1012o si N N in 101 ST PL W 10119' ®. lobe e G 101 ST AVE W lOn+ long 1013T PL W,;i 101ST PL W {� 24203 10102 10101 g y9' !6 �j o i3 i3 �'.:. •[' 10102 N 10103 loloz > S S N r w N N N H ro $ t0029 c N 10031 LT 10029 10028 Z 10026 r , z3825 N !� f3 ®y10020 : iS�at: \ ?I rg 10023 d o 1003np t+ m N ffO+ N N�mt m O r; � 1001e N S' 2a93o m 101STAVE W;, 10015 v o 707-2aez3 107ST .'.W 24208 24126 u+ w NN HgVL� $ \. y 9 241z7 <. P 5 $ FIRDALE AVE. ^ a x 23. 23604 y� 9931 8 N c S 0 100TH AVE W $ .. A m m ru /-0900 — Q Z 0 r q City of Edmond R E C E I HT -OF -WAY CONSTRUCTION WHO 19 O C T 3 1 1997 PENT ENGINEERING A. Address or Vicinity of B. Type of Work (be specific): C. Contractor: LY lip V,'wwtge Contact: Mailing Address: % Phone: Permit Number. Z Issue Date: Z v V, State License #: Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project 'KU,tility (PUD, GTE, WNG, CABLE, ATER) ❑ Multi,Family ❑ Single Family ❑ Other t INSPECTOR: INSPECTOR: �. '` W F. Pavement or Concrete Cut: ❑ Yes XNo G. Size of Cut: x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or -unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH, IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT-. 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 r quired by the City Engineer. All street cut ditches shall be patched with asphalt or City approved terial. o the end of the working day; NO EXCEPTIONS. //`` Ihave read the ove statements and understand the permit requKm nts and the pI*nk copy of the perrnit will be available on s - e �allmes r ition purposes. ��' Signature: Date: 06-T �7 ontractor or Agf n J �IAL--DICRIOR TO BEGINNING WORK ((�� i FOR CITY USE ONLY APPROVED BY: Rq � ���cv� RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER 2 O DAYS SPECIAL CONDITIONS: r,>o No f au F Aywt, 7 12pAgw�Y. COMMENTS: DISRUPTION FEE/FUND III: RESTORATION FEE: PERMIT FEE: TOTAL FEE: RECEIPT FEE: DATE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 0 • FIELD INSPECTION NOTES Comments Diagram; (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: ❑ NO plum AP-:QLbm S7 ,,Ol L�SHL� �J\ 7YA ;NM NW � 0 LV ► /ty�Vj {{4✓�j[..LJ�j�is L7LG:tY; L. 6" WIDE. X .3' HIGH TIMBER RETAINING WALL 5 5'HIGH WOOD FENCE , � T W .347.9 . ' SET'1/2"0 REBAR AND CAP N89'40'47"W 80.00 �1 1 No. 28409 AT- LOT CORNER ONE 11-08--04. FOUND 1 "0'IRON PIPE • 0.1'=N X- 0.1' W AND CYCLONE FENCE IS 0.3' W. 65.00 y WOOD FENCE CORNER IS 0.6' E X' 1.9' N. 0 ap o ROOF LINE f .. �k9 +�. n 1 +�j�`�1 1 I .. Y CONC. + PATIO + ���• I SHED (- ' I I rx HOUSE No., 10121, I THENCE SOUTH 59"40'47• EAST, FUH 15.00 hEEI '10, ME IHUE POINT OF BEGINNING. 1 STORY,WOOD i' V%', SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON `` FRAME W/B0. - J� L Q i SEE RECORD OF SURVEY FF ' 347,o. r � �K � � 'BSMT = 339.9 , W IN VOL. 12, P. 209 ® �. U) M. MERIDIAN:. PLAT OF,. CEDAR ;GLEN I (8008085004) yt�h u . 6 o VOL. 19 PLATS, . PAGE 66 , 5 ro 5�6 ,I+ SPOT' ELEVATION, ,TYPICAL I SEE SURVEYOR'S NOTE I m. yt�� REGARDING GAP OVERHEAD ,WIRES ELECTRIC/TELEPHONE : M I o I 00 � o N + z SET 1 2n- O REBAR AND CAP_ - -- -- -w- T I - 28 09 ON-19-8-04 -AT I w w LOT CORNER: �z � I. `CE3•' • oo .TOP :- 345.7 w S® j` ti p,0� 0 1NV: (f ) .343 3 c.)�, _ �. NOTE .4" PVC IN FROM NW SURVEYORS NOTES: I z i - ( © 100 co EQUIPMENT USED: TOPCON GTS 303 ELECTRONIC TOTAL STATION (6 SECOND Q z POSSIBLE UNDERGROUND I ' o 'A 25 25' DIRECT READING ELECTRONIC THEODOLITE AND INTEGRAL DISTANCE MEASURING ,J SET 1/2 +� REBAR AND CAP "� IGAS'MAIN IN THIS VICINITY ' 1z p No. 28409 ON 11-8-04 AT LOT �n METER), 300 FOOT STEEL TAPE.' DISTANCE MEASURING EQUIPMENT HAS BEEN u� CORNER. FOUND REBAR AND Q FIRE HYDRANT W/VALVE COMPARED TO AN LSAW: BASELINE 'ANNUALLY. RELATIVE PRECISION RATIO I CAP No. 9766 0.6 W. ,®R . fig' O�h9• CATCH 'BASIN..(CB)' OF FIELD' TRAVERSE DATA MEET .WAC 3327130-090 STANDARDS. ^� { p p6• ( 1 5 'S 6 TOP 345.9 WATER METERLE- ---_ _ -- - " INV. 344.2TOPOGRAPHIC 'SURVEY FEATURES SHOWN HEREON REPRESENT SURFACE 6 2, OIL. ID GRAVEL 65 d0INV. �SW� = 342.4 FEATURES LOCATED ON THE SITE: ' ANY UNDERGROUND UTILITIES SHOWN ----_ ARE APPROXIMATE AND ;BASED SOLELY UPON INFORMATION PROVIDED BY N89'4047 W... t� FOUND CONCRETE MONUMENT W/1/4"t� p g jj OTHERS- REFER' TO A5-8UILT RECORDS AND UTILITY PROVIDERS FOR g �,. 9 COPPER PLUG IN CASE ON 11-8 -04 o I GAS VALVE I O SPECIFIC AS -BUILT CONDITIONS �� 5�`. o �� G JCS th S TREE T SWcq ASPHALT PAVEMENT N N THIS SURVEYOR WAS CORRECTED THE LEGAL'DESCRIPTION OF PARCEL A -SS SS SS 55 5S SS SS S5 SS SS SS SS AS SHOWN IN PARENTHESES ABOVE. i _ _ 125.99 MEASURED (125.59. PLAT) 180.59 - VEFiTICAL DATUM. = WGS 84 PER SNOHOMISH COUNTY SURVEY CONTROL. �SW N89'40'47"W 551.85�BENCHMARK. POINT 947. IS THE TOP OF A .BRASS SURFACE MONUMENT CORNER NE 1 4, NE 1 4, #/ 3 5' ASPHALT WALK SET. IN PAVEMENT ' AT THE` CENTERLINE PC OF 237th' PLACE SW SW 1 /4, SECTION 36-27-3 3� f400' W£ST bF .104th AVENUE .W. ELEVATION = 332.01 0 SS MH �. SITE BENCHMARK ;IS THE TOP OF"CONCRETE MONUMENT IN CASE AT THE M TOP = 345.8 SS MH INTERSECTION. OF 101st PLACE,- W, (TO NORTH) AND 238th STREET SW. \E� Ma��y ()Er.N $ INV. = 337.66 TOP = 346.6 FOUND CONCRETE MONUMENT W%1/4"4s ELEVATION. 345.90 �,�w COPPER PLUG IN CASE ON 11,-8-04 - O "irk INV. = 338.60 �4 A GAP EXISTS BETWEEN ,PARCEL A AND THE PROPERTY TO THE WEST. NO ATTEMPT TO RECONCILE THIS GAP BY ESTABLISHMENT OF RIGHTS HAS N BEEN .MADE.BY.>THE 'SURVEYOR.. THE OWNER MY,CONSULT WITH THE TITLE C-409 , COMPANY OR THEIR ATTORNEY' AS TO DISPOSITION OF THIS AREA. #>r� , ADAIR PARK CALF: 1" 20' . 19ii � � TOTAL PARCEL AREA. - 14,800 SQ. FT: LAtsU VOL. 14, P. 102 gsNtN�jQ tES 3 / 24/07 d 50 100 25 NE 1 %4 OF ::THE SW 1 /'4 OF SECTION , 36, T. 27 N., R. 3 E., WM. t�v, 'RECORDING CERTIFICATE SURVEYOR'S CERTIFICATE PREPARED- FOR FILED 'FOR RECO THIS . DAY OF THIS MAP CORRECTLY r REPRESENTS: A SURVEY MADE BY ME aramaki OR UNDER MY DIRECTION IN .CONFORMANCE WITH THE'BRUCE & +�ULIE OWENSBY 6141 N'F BOTHE L.,�WAY AT M, IN BO OF REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE b° & KENM©RE; 'wA „98028 . REQUEST OF BRUCE OWENSBY - 20315 --- 87th AVENUE,. W. associates TEL; 425--�485-9711 AT PAGE E REQUEST OF ABA, INC. EDMONDS, WA 98026 ; 8Y: ' AUDITOR , DEPUTY AUD! 3 2© DRAWN:' DRM DATE 1.1.`10. 04" :PNO ECT :.'8004 F tUMER� :r,- DANIEL; MOEHRKE, PLS 28409 DATE CHEGKED.'..TCS,,SCAE.E. 1.,20 SHEET .1.F "�i 2. ........ ...... ........---..._.---------- ___........ _ .. _ ... . w�.���cD A� �IO�rED ��_ � ' 10 , , ' LOT 10, CEDAR GLEN-_-._-_ _ .. __..._. _. VOLrs, P: ss. _.._ ... F y Ei�! Itvh ING -.-.-.-.-.-. I 0 6" WIDE X 3' HIGH TIMBER 25' I 25' A�. RETAINING WALL. I 5.5' HIGH W000 FENCE .. � � �:� 10y1 RI '�►�' N T W 347..9 x VD _ IMPERVIOUS SURFACE CALCS: SF �� I 1500 x Date„ SET 1/2'0 REBAR AND CAP `� N89-40-47"W 80.00.5 "1�.- . 9.4 SET 1/2" REBAR AND CAP No. No. 28409 AT LOT CORNER ON %!){ •v� _ - A I 28409 AT LOT CORNER ON 1No.. . EXISTING RESIDENCE ROOF OUTLINE: (CONSTRUCTED 1920) 572 11-08-04. FOUND 1'0 IRON II - - FOUND 3/4-0 PINCHED IRON PIPE 0.1' N x o.1' w AND �' - _ -_ IEXISTING SHED (CONSTRUCTED PRIOR TO 1977) 100, .... j,, ._., .�,_,�G.,, r�!'%}i�i7+�✓ I PIPE W/TACK LYING HORIZONTAL CYCLONE FENCE IS 0.3 W. Q r--? t� IN VICINITY. FENCE LINE IS 0.9' N EXISTING CONCRETE PATIO (CONSTRUCTED PRIOR TO 1977) (DEMO) 300 WOOD FENCE CORNER - '� 1 pp -YJ �j +0--'- Is 0.6' E x 1.9' N. �- I_. I 3���� I PROPOSED GARAGE 1152 PROPOSED DRIVEWAY(GRASSCRETE POROUS PAVERS)(7266G) 432 C a TOTAL Il"ERVIOUS SURFACE 15 " • 7 .. ..._ ...... (j _31'7- 1 I� • x z N OF THE WEST 1 2 F ,n D• w y I J EAST. LINE / O EXISTING TREES T _ _ _ m c• 1 �` m ¢ THE WEST 1/2, NE 1/4, NE 1/4,' C ` SIZE (") TYPE ELEV. SW 1/4 OF SECTION 36-27-3 MS\0►� SM- 1N(�Elzr C�Rw� ���'� 1„ LQt:S�ST�I- A 23 D. FIR 347.1 $-r_',-_ -' . A Qf PER' PLAT OF CEDAR GLEN W Mi (-I" Or- a 8/9 CEDARS 346.2 .0 i !/ CALCS" N u C 21 0. FIR 347.5 - - I pWNER/GONTRACTOR IS-RESPONC, 9 i :r1 D 18 D. FIR 347.1 ap. =1 ,\, I'A KI ..: i .; x ' 345.0' '11�0r �n- i'Ti- E 17 CEDAR 347.2 p' r';' • I I G - z9 0: FIR 347.o Ny �� - hY�n . - H . x I I W ER N CONTROL AND DRAT 345.5' H 9 CEDAR 346.1 ` ' ' ' - I J,� - _ + 345.0' 3a� x I Y Inj�/C432 1 13 CEDAR 345.9 p6• 0 �6e Z= + 345.5' (,�( �0 �( U 18/22 D. FIRS i"' I x } I' W �. AVE. GRADE APPROV'D R, PLA NING K 9 :CEDAR. 346.5 .•..:..,.:.....' • �( L 22 D. FIR 347.6 �` O IO ' `vi ACTUAL HT. = 360.25 _ M 14 D. FIR 347.0 3t I W D. FIR 347.0 t 1 ::... I co _ 7.N 25 x JI U MAJGMMUM = 360.25' 0 8 `CEDAR 346.5- P 22 . D. FIR 346.6 h�' 1 _ .t :F IS ED . 10 - Q I n lJIv,G tilt�'fdY 0 9 CEDAR 347.0 St l �( `^ a yj R CLUSTER 'DOGWOOD 345.6 (�Y4�)C.�-P ' 1< <C3US `n •" 1 v r�, S 35 . D. FIR 346.7 L1s �'�yx►Glri I I o N y,, T 21 SEQUOIA 345.8 HOUSE'/(�� t U 9 SEQUOIA 345.5 No. 10121 0 .0 I UV 1el L/ll /y� 1 p,�yA !/ ♦� i STORY -WOOD . z O til �%{�� l�C� (V FRAME W/BSMT. I K U• • I_ <� ( LOT COVERAGE: SF . 7.0 SEE RECORD OF SURVEY 13 = = 33 • w m MERIDIAN: PLAT OF CEDAR GLEN r !N VOL. 12, P. 209 a • BSMt = 339.9 _ `^ o . VOL. 19 PLATS, PAGE 66 LOT SIZE: 'n `� e r 8008005004 3"� 14800 i a5• 3 I .I 6 + SPOT ELEVATION, TYPICAL rn • °, 3a6 4A m - a I "`'� EXISTING HOUSE FrL I Ct 572 SEE SURVEYOR'S NOTE OVERHEAD WIRES / I �• }a: 3 5� REGARDING GAP M - EXISTING SHED 11 100' ELECTRIC/TELEPHONE, I / I m .EXISTING CONC PATIO (DEMOLISHED) 11 300 m • ya5' N ?i• SET 1/2"0 REBAR .AND CAP m T I ¢ iz No. 28409 ON 11-8-04 AT £ w r I ,I. _ -- _..-L . V-ER-- TOTAL EXISTING 572 100-300= 672 won -NMI . oz coo �-�-.-'-:•�-' + 0 CB • 'i cem w� 11 ,° ti TOP = 345.7 PROPOSED GARAGE 1152 UI S I Ag��. 0 I INV. (E) _. 343.3 .. ! yw o y I 3: N I NOTE 4''PVC IN FROM NW I TOTAL PROPOSED 1152 UQ I to q N .. 25' 25' SET 1/2'0 REBAR AND CAP POSSIBLE UNDERGROUND TOTAL COVERAGE (EXISTING 8t PROPOSED) 1824 No. 28409 ON 11 8-04 AT LOT GAS MAIN IN THIS VICINITY.' IZ P• N FIRE HYDRANT W/VALVE CORNER. FOUND REBAR AND I ph9 CATCH BASIN (CB) O• a Z CAP No. 9760 0.6' W. e yNS� ,6° 3 I 6` TOP = .345.s 1824/ 14800 = .123 (12.3 /o COVERAGE) I o w � ) '.� ..yq INV. W = 344.2 - ��...�ns,sw. WATER METER " 0�._50 INV. �S� =. 342.4 �+ g C= Q2: GRAVEL 65.00 0.y 15.00 - - Zone --5- Co1�8rF�ai7l..w:�, N �2 Q Nov IV 47 W 80.00 �- Setbacks R ulred ActU o 55 I 3"61 II �6a lam o s" s° of cn5 vnivE II N r FCOIIt jl �'. L� ZS 2}'t 38th STREET SW N ASPHALT PAVEMENT N / S s,sZ� =S5 SS SS SS SS SS SS SS SS 125,99 MEASURED (120.59 PLAT) Sides wl �a5" -U;" _ , Rear N89'40'47"W 551.8.`. i NE 1 /4, NE 1 /4, 5' ASPHALT WALK Other i ,TION 36-27-3 , 15 IS 3 I'IPi�t