Loading...
Kays Plans.pdf2-019 Os 66MH-454 FND 2" ALUM CAP( "GEO" 196TH S7'. S.W.NO.04, WO.05 NC. MON 7INCASEW/BRASS NAIL 4' CHAINUNK 4 FENCE N 30 M M PARCEL 2 Cd �j 6' BOARD FENCE w 0 0 00 Z z 00 00 / o� O� yo o00 � = N 0� �I ALUM Ex. SHED �11 10•F EX. SHOP FF-394.49 LOT I $ 14,854 SF BASEMENT WINDOW Ex. WELLS HOUSE BASEMENT FF=387.30 CB-378 [b7/ IB'iU 24'iIR 47IR t8"FIR I 2 I K t823 277 64.0432 N11191A - W W w 8{J1w2 j34'28"E - 27 27 M� NC. MONE r1-1/2 L 4x 200TH ST. S.W. LEGAL DESCRIPTION: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST INSTRUMBNTATION NOTE' QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: INSTRUMENTATION FOR THIS SURVEY WAS A ONE SECOND TOTAL STATION. PROCEDURES COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST USED IN THIS SURVEY WERE FIELD QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE TRAVERSE, MEETING OR EXCEEDING SOUTH 01'32'24" EAST ALONG THE WEST LINE THEREOF A DISTANCE OF STANDARDS SET BY WAC 332-130-090. 845.76 FEET; THENCE NORTH 8827'37" EAST 237.38 FEET TO THE BASIS OF BEARING: TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88'27'38" EAST A DISTANCE OF 207.38 FEET; THENCE SOUTH 01'32'22" EAST 145.60 THE MONUMENTED CENTERLINE OF 88TH FEET; THENCE SOUTH 46'45'36" WEST 65.51 FEET; THENCE NORTH AVE. W. REFERENCE CITY OF EDMONDS SHORT PLAT NUMBER 5RECORDED 87'08'00" WEST 15B.50 FEET; THENCE NORTH 01'32'24" WEST 185.51 NUMBER UNDER AUDITOR'S FILE NUMBER FEET TO THE POINT OF BEGINNING. 200308125006. LESS ROADS CENTERLINE BEING NORTH 00'41'10" EAST SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. A PORTION OF THE N.E.1/4, N.W.1/4, SEC.19,T.27N., RAE., W.M., SNOHOMISH COUNTY, WASHINGTON 0' 12 v Ipll V P� `�15 V-7-m-, ;W WIMPLE 34'nR PR OSED 30"CEOAR OT 3 8 003 SF 4 ry A? n 6 AIR 42• "F 28'fkak, 2 12"CED 2'nR . p VO'00"W .44 O p r • 30'F. SSMH-400 30"CfOAR 2e-FIR • 247" r 10-CEDA 12-CONC SW IE-4 OPOSED J0• AR 32 FIR 1 AR 402' LOT 2 • • 'ALDER 8,017 SF CEO g• 22'CEDAR 1a"{Gw' • 18'CEOAR W / 4-BOARD FENCE 5t.8t 2 'OAK do' e 1591s7 12 CON5 w w IE-395.73 / E IE=399.62 110• CB-265 ND 3" SURFACE BRASS DISK 9-23-14 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 fL ® FOUND MONUMENT AS DESCRIBED • FOUND CORNER AS DESCRIBED 0 SET 1/2" x 24" REBAR AND CAP STAMPED L.S. NO. 14490 SO SANITARY SEWER MANHOLE ❑ CATCH BASIN WV N WATER VALVE WM CK WATER METER ov GAS VALVE r'0., POWER POLE SITE ADDRESS: 8705 MAPLEWOOD LANE EDMONDS, WA 98026 ZONING: RS-8 IO 1: 14.854 SF wT 8: 8,017 SF LOT 9" 8,003 SF TOTAL 3PPB AREA: 30,874 SF (0.71 ACRES) C BENCH MARK — DATUM NAVD 813 LINE TABLE TOP OF STEM FROM BROKEN BRASS CAP IN OPEN PATCH LINE LENGTH BEARING LOCATED AT THE INTERSECTION OF 84TH AVE. W. AND Lt 7.11 N '4 ' MAPLEWOOD LN. L2 1 10.41 ELEV. = 425.25 L3 1 11.58 1 NOO'00'00"E Tri-County Land Surveying Company 4610 200th St. S,W. Suite A Lynnwood, Wo. 98036 (425)776-2926 Fox:776-2850 DRAWN BY B.H. DATE NOVEMBER, 2015 JOB NO. 15-096 CHECKED BY R.S. SCALE 1" = 20' SHEET 1 OF 1 PRELIMINARY SHORT PLAT CITY OF EDMONDS SHORT PLAT FOR MORGAN KAYS N.E.I/4, N.W.1/4, SEC.19 T.27N., R.4E., W.M. SNOHOMISH COUNTY, WASHINGTON A PORTION OF THE NE 1/4 OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON Morgan Kays Short Plat -- I 1 I i 30'I R/W I 30- R/W 1 2-019 I I SP S-17-90 I LOT 12 LJ �l1 454 LOT 1 I CO 'S FIR1, PG 115 I " I�� I NORTH I GRAPHIC SCALE N 88!5'"W206.62' -__________ (IN FEET , -c •-fit'\ .''_. _ :-V\ ♦ `�.\� V I I 1 Inch = 20 ft. PI-pposecl t c -�— Lot 3IFF if 59a49 i �; 8;000.5 Sf I 1 New House F— tv ;y ' w/ Porch 1,500 Sf //y�/��\ 4 / �• a0 .phu:! r , Disk Bra 'Proposed PARCEL 2 i Lot 1 1\ 1 \ 1 �', - I I \ CN-:65 / Found 3" surfaceti:I,p BEA #LL-04-118 I _ Mon ss •Fi- �4,873.6 Sf r r it (5-23-14) j AFN 200510105003 I - O •r � g 1 _ x ! • `ol Oya./ R HI y'1d4 p 8 ' _ wcy\ I I ` New ouse �l fit \-a . \ v t \ \ \` ' f i1 w f Porch Z _ L qr• 17f r ;g Proposed Ol ■ 1II400 Sf c; y.LOt 2jj FF1 402.5 1 .59` '" c MOwe f9705 .8.000,2 1 ,�,_l ` I -ugh , -\ .--\-\• ♦..\.f..\. 1_�_1_. 11 v"; Wrovr 011pAyl \ A was 3' Salac/ ' _... ,' ' `�' ' 7( / �- •r'� um ll . clot ._._,.�. to-1T ' u O, \ y,ya ' _�• y v ° {■-xs-t�)/ 5.0 \��0 / maxis n/ . a / • IMPE \ k °1 - -� / Aer' /RVIOUS SURFACES 4 ''. —3so— - " t ",� • %C1` Proposed Plat Surfaces: �p _±} r E'Cro L _ .�—tea _ �c •_ / Lot 1 Lot 2 Lot 3 ..+��ra; -'�■•--- - --^y/- ,P� / House Roof w/ Patio: 1,944 Sf 1,400 Sf 1,500 Sf cs-2�r 18,23' ���•=-'- ��� ` ` - - lv^Y'� /« i i Driveway Pavement: 4,049 Sf 450 Sf 450 Sf Storage Buildings: 976 Sf ,: kk Ifi4 U' Total Impervious Areas: 6,969 Sf 1,850 Sf 1,950 Sf 347 •' ��•vC 7 CV rA45A'2!•\ �yry / Total Lot Area: 14,B73 Sf B4O01 Sf 8,001 Z%-'i\-',M \\���_• �-� !�, % of Hardscape: 46.9% 23.1% 24.4% Existing Surfaces: _ C8 1 T e 1 1 � Lot 1 Lot 2 Lot 3 _ GE 391.90 House, Garage & Deck: 1,944 Sf 0 Sf 0 Sf IE W 390.12 12" / Driveway & Sidewalks: 4,049 Sf 150 Sf 240 Sf IE E 390.20 8" Star a ge Buildings: 976 Sf 0 Sf 0 Sf — — — Total Impervious Areas: 6.969 Sf 150 Sf 240 Sf LEGEND KEYED NOTES �,,, ,� J GRADING/TESC LEGEND •��-���"`��� »"`�� Edge of Existing Asphalt 0 8'x12' Concrete Patio---235-- EXISTING CONTOUR Existing Property Line O Rain Garden A (350t Sf) 235--V- ORIGINAL CONTOUR — — — — Existing Contour (Major) Q Rain Garden B (350t Sf) \ ���' �� CLEARING & GRADING LIMITS ------------------ Existing Existing Contour (Minor) ® 10' Drainage Easement -::X-- EXISTING FLOW ARROW -. •r.-N . %- , - , Existing Building OS 100 LF 4" PVC Overflow Pipe, Drain to Ditch -lic-- ORIGINAL FLOW ARROW W Existing Water Line © 22 LF 4" PVC Overflow Pipe, Drain to Ditch F SILT FENCE -- ---- 50— Existing Storm Line O7 New Shared Asphalt Driveway --- Existing Sewer Line © Remove portion of Garage (410 SF) Existing Overhead Power O9 Install 19t LF 8" SD Proposed House 10 Place 5't Wide Asphalt Pavement 100 Proposed Contour 11 Install Type 1 #1 Catch Basin Proposed Asphalt Existing Side Sewer Stub • Proposed Concrete 13 Proposed Side Sewer Service Sawcut Line 14 Proposed Water Meter & Service Line (2) --------5------- Proposed Side Sewer Patch Ex. Street Crossing after Water Line Installation i Project Site 3 L - VICINITY MAP Not to Scale LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE SOUTH 01'32'24" EAST ALONG THE WEST LINE THEREOF A DISTANCE OF 845.76 FEET; THENCE NORTH 88'27'37" EAST 237.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88'27'38" EAST A DISTANCE OF 207,38 FEET; THENCE SOUTH 01-32'22" EAST 145.60 FEET; THENCE SOUTH 46'45'36" WEST 65.51 FEET; THENCE NORTH 87'08'00" WEST 158.50 FEET; THENCE NORTH 01'32'24" WEST 185.51 FEET TO THE POINT OF BEGINNINC, LESS ROADS SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. DATUM TOP OF STEM FROM BROKEN BRASS CAP IN OPEN PATCH LOCATED AT THE INTERSECTION OF 84TH AVE W AND MAPLEWOOD LANE. ELEV: 425.25 (NAVD 88) SURVEYOR OWNER Tri-County Land Surveying Company Gus & Morgan Kays Jackie Siebert PIES 14490 8705 Maplewood Plane 4610 200th St SW Suite A Edmonds, WA 98026 Lynnwood, WA 98036 (425) 776-2926 SITE ADDRESS ENGINEER Maplewood Lane & 84th Ave W RMS Engineering R. Michael Spono, PE #19201 21101 80th Ave W #B Edmonds, WA 98026 (206) 999-8452 SITE CONDITIONS EXISTING DEVELOPED SOILS Alderwood SAME FOLIAGE Lawn/Wooded Lawn TERRAIN Modest Same GRADING QUANTITIES Site Grading: 70 CY Cut & 70 CY Fill Unsuitable material export to license site. NOTES: 1. NO CORRECTION FOR SOIL EXPANSION OR UNSUITABLE MATERIAL HAS BEEN MADE. CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK ESTIMATES USED FOR COST PURPOSES. 2. EXCESS CUT YARDAGE NOT USED FOR FILL PER THE APPROVED PLANS SHALL BE DISPOSED OF AT A PERMITTED SITE OR COMMERCIAL TOPSOIL COMPANY. Call 48 HOL Before You C -800-424-55 or 5 Harold Mayo Grad 11,4— ..n�,naro. asuJl�baa„ O 0 O In LJ i h io D A PORTION OF THE NE 1/4 OF THE NW 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON Morgan Kays Short Plat — 1 30•I R/W 30' 12/W 1 I SP S-17-90 2-019 I LOT 1 I LOT 12 CNISCOTT'S FIRVIEW RTH f �• If; S91W 454 i VOL. 21, PG 115 1 GRAPHIC SCALE 1 -20 0 10 20 �0 it I FEET) 1 inch ch = 20 ft. r�= —3�0— ? s °', Proposed caN& Lot 3 1l ' 394 49 ' ; 8:000.5 sl A all O \ D,ia:eY O 00 Proposed \\ N' PARCEL 2 ' L.Ot 1 , t'�,: Q ' I '$-2E5 / Fp�W 3" Surface BLA #LL-04-118 r \ r.• / Nee Bross Disk ~Fn 14,873.E S/' AFN 200510185003 1 l� l`- r •�gY a o , '•t ao. ���/ 1 xr w:t _l Proposed ,1al'ono' N "Lot ?. 52, r i I �`►/ / '•,�q �„ a 01- (alas li *.000,u fo�,.�l I.• F ' ', - / / // �r sa��o ` / E. Gwagn Mp4n \ / n - `- Mona o 0" -0 Man 3-14 Dille/ � p �._\_\.I.LL• CB-)T6C,�, V �1'•�j y �/ � (9-23-14)on ul -33a•— 67' ---- -- - - - .. _.... _ _ f•P / LEGEND TESC KEYED NOTES ism M J GRADING/TESC LEGEND "�L�L-'�'"`�"-d"�• Edge of Existing Asphalt OA Install 160 LF of Filter Fabric Fencing p---235--- EXISTING CONTOUR Detail #E1.1 Existing Property Line 235--V- ORIGINAL CONTOUR © Install 50 LF of Stabilized Construction ---• Existing Contour (Major) Entrance per Detail #E1.2 \ �� �' �� CLEARING &GRADING LIMITS ------------------• Existing Contour (Minor) © Install Catch Basin Filter on Downstream CB \ EXISTING FLOW ARROW -•�-.•rr�-�••a-�-rar. Existing Building OD Remove Trees E— ORIGINAL FLOW ARROW -rN Existing Water Line 0 Demo Portion of Existing Building (410 Sf) F SILT FENCE -__- ---- 4: Existing Storm Line --- Existing Sewer Line - - Existing Overhead Power Proposed House 100 Proposed Contour — Proposed Asphalt Proposed Concrete Sawcut Line - - - - - - S - - - - - - Proposed Side Sewer c m `Project Site I VICINITY MAP Not to Scale LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19; THENCE SOUTH 01'32'24" EAST ALONG THE WEST LINE THEREOF A DISTANCE OF 845.76 FEET; THENCE NORTH B8'27'37" EAST 237.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88-27'38" EAST A DISTANCE OF 207.38 FEET; THENCE SOUTH 01'32'22" EAST 145.60 FEET; THENCE SOUTH 46'45'36" WEST 65,51 FEET; THENCE NORTH 87'08'00" WEST 158,50 FEET; THENCE NORTH 01'32'24" WEST 185,51 FEET TO THE POINT OF BEGINNING, LESS ROADS SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. DATUM TOP OF STEM FROM BROKEN BRASS CAP IN OPEN PATCH LOCATED AT THE INTERSECTION OF 84TH AVE W AND MAPLE WOOD LANE. ELEV: 425,25 (NAVD 88) SURVEYOR OWNER Tri-County Land Surveying Company Gus & Morgan Kays Jackie Siebert PLS 14490 8705 Maplewood Plane 4610 200th St SW Suite A Edmonds, WA 98026 Lynnwood, WA 98036 (425) 776-2926 SITE ADDRESS ENGINEER Maplewood Lane & 84th Ave W RMS Engineering R. Michael Spono, PE #19201 21101 80th Ave W #B Edmonds, WA 98026 (206) 999-8452 SITE CONDITIONS EXISTING DEVELOPED SOILS Alderwood SAME FOLIAGE Lawn/Wooded Lawn TERRAIN Modest Some GRADING QUANTITIES Site Grading! 70 CY Cut & 70 CY Fill Unsuitable material export to license site. NOTES: 1. NO CORRECTION FOR SOIL EXPANSION OR UNSUITABLE MATERIAL HAS BEEN MADE. CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK ESTIMATES USED FOR COST PURPOSES, 2. EXCESS CUT YARDAGE NOT USED FOR FILL PER THE APPROVED PLANS SHALL BE DISPOSED OF AT A PERMITTED SITE OR COMMERCIAL TOPSOIL COMPANY. Harold Mayo 0 0 In ��AEL s OL '�OFl1�/1tiwA's�f `O �JI srONAI E fu a O C L J In O rru T 3 Y CL a (0LEI In O CO N G M C6 @ N V Call 48 Hours DATE: 1/: Before You Dig PROJEQ NO: 1s 1-800-424-5555 SCALE: 1" Or 511 SHEET 2 OF N C C O E 'o W O