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RESUB2 BLD2023-1244+FOR REFERENCE- SP PLAN 4.10.2024_12.05.37_PM+4188196LEGAL DESCR/PT/ON PER SUBDIVISION GUARANTEE 500125015C - REV. 2 DATED 10.24.22 THAT POR7ION OF THE EAST HALF OF THE NORTH HALF OF TRACT 3, FOURTNER S HOMESTEAD PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,• DESCRIBED AS FOLLOWS.• BEGINNING AT THE SOUTHEAST CORNER OF THE EAST HALF OF THE NORTH HALF OF SAID TRACT 3,• THENCE NORTH 88'16'45" WEST 374 FEET,• THENCE NORTH 2441'07" EAST 180.25 FEET; THENCE SOUTH 88"16'45" EAST 212.0 FEET; THENCE SOUTH 01 09'04" WEST 145.97 FEET,• THENCE SOUTH 88"16'45" EAST 90 FEET,• THENCE SOUTH 01 05 30" WEST TO THE POINT OF BEGINNING; SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. SURVEYOR NOTES SE 1/4, SEC25, TWP 27N, RGE 3E, W.M. 98TH AVE W SHORT PLAT MON. IN CASE: 3" BRASS DISC W/ 'X" IN 4"x4" CONC. POST DOWN 0.7' 1011112021 0.03'(N) & 0.17'(W) OF CALC D POSITION 1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND / TO ANY UNNAMED THIRD PAR7/ES WITHOUT EXPRESS RECERTIFICATION \ BY THE LAND SURVEYOR OF RECORD. / 2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS, • OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. BASIS OF BEARINGS I I \ \ I \THE MONUMENTED CENTERLINE OF 98TH AVE. W., HOUSE I \ HOUSE AS THE BEARING OF N 01 03'27" E I / VERT/ AL DA T M L — — J \ LOB 10 BENCHMARK MON /N CASE ON CENTERLINE OF 98TH AVE. W. 25' EASTERLY OF SOUTHEAST CORNER (ON SOUTH LINE EXTENDED) OF SUBJECT PROPERTY. BENCHMARK ELEVATION = 378.37 (OBTAINED FROM GPS OBSERVATIONS) DATUM : NA VD 88 00450700J00005 HOUSE I DUFFY/STECKL Y I I L____J \ HOUSE / 00450700300004 CARL A & CYNTH/A L STOUT r UUivu mr-0mrc/ Umr o yr J24421 " 0.1 '(N) OF CORNER; FENC END 0.1 '(N) & 0.7'(E) LOT 3 OF CORNER 00450700J00010 / ROBERT POHL & NA THAN P MAL TOS/PHYLL/S KENNEY / LOT 1 / 00450700J00007 / DARCY J WALKER i PRELIMINARY SNORT PLAT 220TH ST SW MON. IN CASE. • 3/8" BRASS ROD IN CONC. DOWN 1.5' 1011112021 N 88° 16' 15" W 653.41 '(C, R 1, R2) (653.58' M(HELD FOR ROTATION) _ - TW V/ENVNES114\TES 9 I I VO . 17, PGS, 56- 57 10 00602100100900 FOUND REBAR/CAP '50711 " / 00602100101000 NANCY P A W/LL/AMS 0.1'(W) OF WEST DEED LINE \ \/ / DOUGLAS J & ELLEN FAh CORNER(SEE NOTE 1) \ FOUND REBAR/CAP 'SVP 32442" 0.1 '(N) OF CORNER ^ M \ N SP 292(7-77) (AFN 7804040281) F HOUSE LOT 2 00450700300012 FIRESTONE L114NG TRUST r UUivLI rcLOHrc/ i,Hr SVP 32442" 0.1 '(S) OF LINE EX 10' DRAINAGE & UTILITY EASEMENT (1302082) ruulvu rcL0/1M/C.Hr 22969/12055" 0.1'(S) OF CAL C D POSITION I I I I 1 I 1 I � I � I HOUSE I 00602100102201 CARL & CYNTH/A A HECKMAN 410' DRAINAGE & --1MJEYF.ASa0VT (1302082) I PROPOSED FIRE HYDRANT I L I jEX,25' Ow _ WOOD FENCE END 0.2() 'S OF S0.103.27 .. . LINE, 0.3'(S) OF WIRE FENCE �: J 2Q.OQ Q / MON. IN CASE. 'X" IN 1-1 2 20 PRlVA7E ACCESS, /. BRASS DlS IN 4"x4" CONC. DRAINAGE & UTILITY — _ _ — ... POST DO 1.5' 10/11/2021 EASEMENT (HELD FOR POSITION) i SITE BM ELEV.=378.37 mill VICINITY MAP SCALE.- 1' = 2000' N SCALE.- 1" = 20' 0 10 20 40 P%AM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m � � Z W rn U U � � Z W o� ��R, U W o� s z PROJECT TEAM N OWNER/APPLICANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING, INC. 8304 212TH ST SW 19109 36TH AVE W, SUITE 100 EDMONDS, WA 98026 LYNNWOOD, WA 98036 O (425) 742-6044 (425) 678-6960 EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENG/NEER/NG/NC.COM CONTACT- KAYLA CLARK CONTACT. ROB L. LONG, PE SURVEYOR PACIFIC COAST SURVEYS, INC. T PO BOX 13619 y MILL CREEK, WA 98082 512-7099.15 CONTACT- 1 CONTACT.• DARREN J. RIDDLE, PLS SITE DATA Q SITE ADDRESS. • 22214 98TH AVE W EDMONDS, WA 98020 TAX PARCEL ID NUMBER: 00450700J00002 TOTAL SITE AREA: 42,958 SF (0.99 AC) EXISTING ZONING. • RS-8 PROPOSED ZONING. NO CHANGE L NUMBER OF LOTS PROPOSED: 3 LOTS O O PROPOSED LAND USE. SINGLE FAMILY RESIDENTIAL MAX BUILDING HEIGHT- 25 FEET Z MAX LOT COVERAGE FOR STRUCTURES. 357TOTAL LOT AREA MAX DENSITY- 5.5 UNITS PER ACRE PARKING REQUIRED PER LOT- 2 ROAD AREA (ROW DEDICATION): 100 SF O GROSS DENSITY (3/0.99): 3.03 D. U. PER ACRE CONSERVATION SUBDIVISION DESIGN Q 41 J AVERAGE LOT SIZE (NET LOT AREA): 14,319 SF Z W *4 (42,958 SF / 3) N W SMALLEST NET LOT SIZE (LOT 2): 10,703 SF y *SETBACK REQUIREMENTS: STREET SE7BACK M/M/NUM = 15 FEET y REAR SETBACK MIN/MUM = 10 FEET Q SIDE SETBACK MIN/MUM = 5 FEET * PER EDC 20.75.048(B)(1) Z **MAXIMUM LOT COVERAGE ALLOWED = 15,035 SF O (359 X 42, 958 SF) ACTUAL LOT COVERAGE = 6,622 SF Q **PER EDC 20.75.048(B)(3) Q A GENC/ES/UT/L /T/ES O JURISDICT70N CITY OF EDMONDS STORM DISTRICT CITY OF EDMONDS WATER D1S7R/CT OLYMPIC VIEW WATER & SEWER DISTRICT SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE ZIPLEY ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GARBAGE REPUBLIC SERVICE ��� L WAs 0� x d SHEET INDEX CITY OF EDMONDS �IONAL 1 PP-01 PRELIMINARY SHORT PLAT 3/27/ 2 EC-01 EXISTING CONDITIONS MAP Know what's below. C1II before you dig. THE BOUNDARY AND TOPOGRAPHY SURVEY SHOWN ON THIS SITE PLAN WERE PREPARED UNDER THE DIRECT SUPERVISION OF A WASHINGTON STA TE PROFESSIONAL LAND SURVEYOR 3/271M ENGINEER. - ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DA 7E• SCALE.- 1113122 AS NOTED JOB NO. 21-011 SHEET.• PP-01 SHT 1 OF 2 Lis i I FUND REBAR/CAP "50711 " O '(W) OF WEST DEED LINE CpRNER(SEE NOTE 1) L — - 00450700300005 U81MOtIilOK110Z0I1Id / / / / / 1 FOUND / EBAR/CAP "SVP 3244 " 0.1 '(N) OF CORNER; LOT 3 FENC� END 0.1 '(N) & 0.7'(E) 0 00450700300010 / / LOT 1 00450700300007 SE 1/4, SEC25, TWP 27N, RGE 3E, W,M, �_ _J L\OT10\ \\ 1 I I I f -j TWIN V/ W EST Lmz,VOL. 17, \PGS. 5 I I \ \ 10 006021001DD90i>- J DRA/NAGE & \ / 00602100101000 U77LITY EASEMENT -- (1302082) ` \ 0660210010220' � I I FOULL I-RE-9A CAP \ �� I y.�`VP 32442" 0.1�*x / OF CORNER __,�_-`\ i \ \ T I , 10' DRAINAGE & `� \ _/TREY E,4SE9E�V , . M �_----_v� 1 (1302082) !� 1 \ 25 / 1348d5035 , ,h K� rn a+ �� /' • ► ` A \ --- f \ 4 + ` '� \ ` r'� sz\ \ 0- 36� F I 366 \ --3641\ `� ��� \ `\ ` FENCE CORNER I \ -�--- \ O \ \ \I �12 \ \ ► ' I I rt ., �� �'r\ / \ 0.1' S OF LINE Vo- 81 '8'x4 I I �18s sus E 2 aoo ;'�� - --e- \ .. I I / I 1 \ 6� f 1 l/ 81�7 /j9d 1 , \ 191 I 1 / / / I / / 1 I 1 _ ► \ . 81 / / I /f , / \ 1 / 184 // 1 I 1 %1,'i i/ i 1 8 5 /l \l \ I / / 1 \ I ► I \ 1 I 192 1► 005 I 1 _ ► /� I _ 1 \\ I I I I I / t 1 \ 1 � I. \ 1 / I ' �'' ' � 1 ` ► `. / .' \ `4 I I I / `mil `� i' , / \ Z$04 �. . _ X. t _ . \ , t�_ �ldn• I \ _ ts/f/1 . �\ ./' \ I \ \ \ / j I I '. '. '. '. i '. '. /, , /. 19� I / " \ h \ 196 / 1 / I E /r77/7qAt I I ISP 292(7-77) (AFN 7804040281) I II IL I F- - - - - - - I f.. .. .. .. .. { 1 . fil \A// \ \1 I / 185 I /�' /• j 1 \ \ \I \ / \ / I / 1 � ► i81►�\ ` ► � � I � f N I --- —0 c4F o F,1127 ��F.F. EL .= 373.77 I �/ ,ram TREE I \\ � 1 I \ / HOUSE / 1 J22214 1� \ 194 I \ I ` HOUSE LOT 2 00450700300012 I LEGEND - EXISTING UTILITIES / FEATURES I x WIRE FENCE 0 EX REBAR -0- POWER POLE CHAIN LINK FENCE E- GUY ANCHOR WOOD FENCE SECTION¢ STREET LIGHT DITCH OR SWALE r-� QUARTER SECTION POLE LIGHT ^ GUARDRAIL ® EX MONUMENT © POWER VAULT RETAINING WALL ROCKERY El ASPHALT FQ TRANSFORMER -------FLOW AV POWER METER - - - - - - - CURB CONCRETE 0 JUNCTION BOX - - - - - - - ASPHALT O❑ GAS METER - - - - - - - CONCRETE ❑ GRA VEL -------GRAVEL GAS VALVE ------------- ROOF WETLAND 0 FIBER OPTICS MANHOLE CHANNELIZATION e TV RISER - DRIP LINE ❑ CATCH BASIN, TYPE/ � TELECOMM VAULT - - - - - - - SURFACE FEATURES Q❑ CATCH BASIN, TYPE 11 ❑ TELECOMM RISER L/11L1L�/1/1/1 BUILDING FOOTPRINT Q SD PIPE FLOW - - - - - - - - - TOP OF 409' SLOPE @o YARD DRAIN ® TELECOMM JUNCTION BOX - - - - - STEEP SLOPE BUFFER EZ:7_� TRAFFIC SIGNAL 0 STORM CLEANOUT - • - EDGE OF WETLAND C3 MAIL BOX .................. • • WETLAND BUFFER STORM CULVERT END - - -190- - - 10' CONTOURS SEWER MANHOLE SIGN ------ 192------ 2' CONTOURS 0 SEWER CLEANOUT ® BOLLARD ----SD- STORM DRAIN PIPE Q SOIL LOG TEST PIT ----SS- SEWER MAIN SS PIPE FLOW ----FM- SEWER FORCE MAIN OO SEPTIC LID CONIFEROUS TREE ----W- WATER MAIN JQ FIRE HYDRANT - OHP AERIAL POWER LINE Eli— WATER METER 0 DECIDUOUS TREE P BURIED POWER LINE ----G- GAS MAIN pd GATE VALVE C BURIED CABLE OW WATER MANHOLE TV BURIED TV AIR/VAC RELEASE VALVE T BURIED TELEPHONE LINE 0- BLOW OFF - - - P /T BURIED POWER/TELEPHONE ® IRRIGATION METER FO- BURIED FIBER OPTIC CABLE X IRRIGATION VALVE FOUND REBAR/CAP "SVP 32442" 0.1'(S) OF LINE TREE LEGEND TREE TAG NUMBER (SEE TREE f RETENTION PLAN FOR DESCRIPTION) EXISTING TREE / DRIP LINE SCALE. 1" = 20' 0 10 20 40 LEGAL DESCRIPTION PER SUBDIVISION GUARANTEE 500125015C - REV 2 DATED 10.24.22 THAT PORTION OF THE EAST HALF OF THE NORTH HALF OF TRACT 3, FOURTNER'S HOMESTEAD PLAT, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 1 OF PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,• DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE EAST HALF OF THE NORTH HALF OF SAID TRACT 3; THENCE NORTH 8876'45" WEST 374 FEET,• THENCE NORTH 24 41 '07" EAST 180.25 FEET,• THENCE SOUTH 88"16'45" EAST 212.0 FEET,• THENCE SOUTH 01 09'04" WEST 145.97 FEET; THENCE SOUTH 88'16'45" EAST 90 FEET; THENCE SOUTH 01 05'30" WEST TO THE POINT OF BEGINNING; SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SURVEYOR NOTES 1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF RECORD. 2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS, • OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 98TH AVE. W., AS THE BEARING OF N 01 03'27" E VERTICAL DATUM BENCHMARK MON /N CASE ON CENTERLINE OF 98TH AVE. W. 25' EASTERLY OF SOUTHEAST CORNER (ON SOUTH LINE EXTENDED) OF SUBJECT PROPERTY. BENCHMARK ELEVATION = 378.37 (OBTAINED FROM GPS OBSERVATIONS) DATUM : NA VD 88 Know what's below. C1II before you dig. THE BOUNDARY AND TOPOGRAPHY SURVEY SHOWN ON THIS SITE PLAN WERE PREPARED UNDER THE DIRECT SUPERVISION OF A WASHINGTON STA TE PROFESSIONAL LAND SURVEYOR 3/271M P%AM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m � � U U � i4 �oz O W o � O U W a W o � � Z M0© � ,� 58608 , � �Gis1��' ���IONet. 111-14 ENGINEER. 3/27/24 ROB L. LONG, PE rB WN BY.•MIKE MORRIS UE DA TE. SCAL1113122 AS NOTED NO: 21-011 SHEET.• EC-01 SHT 2 OF 2