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HomeMy WebLinkAbout20260716_PWD4165_Prelim SP & Site Plan Tr 999 Quail Ridge PRELIMINARY SHORT PLAT & SITE PLAN FOR TOTAL BOUNDARY LEGAL DESCRIP77ON TRACT 999, QUAIL RIDGE DEVELOPMENT TRACT 999, QUAIL RIDGE ACCORDING TO THE PLAT THEREOF AS RECORDED UNDER AUDITORS FILE NUMBER 200608044350 IN THE SW 114 OF THE NE 114 RECORDS OF SNOHOMISH COUNTY, WASHINGTON BEING A PORT70N OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER ALL IN SECTION 13, T.31N., R.5E., W.M. OF SECTION 13, TOWNSHIP 31 NORTH, RANGE 5 EAST IMLLAMETTE MERIDIAN IN SNOHOMISH COUNTY WASHINGTON,. SNOHOMISH COUNTY, WASHINGTON LOT 1 THE PORTION OF TRACT 999, QUAIL RIDGE ACCORDING TO THE PLAT THEREOF AS RECORDED UNDER AUDITORS FILE NUMBER 200608045350 RECORDS OF SNOHOMISH COUNTY, WASHINGTON BEING A PORTION OF THE SOUTHWEST QUARTER OF THE PROJECT DESIGN TEAM NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 31 NORTH, RANGE 5 EAST WILLAMETTF MERIDIAN IN SNOHOMISH COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 9, COMMON TO TRACT 999 OF SAID PLAT APPLICANT(S) I OWNER(S): PLANNER 1 CONTACT: SURVEYOR: SITE THENCE NORTH 64' 57'17" EAST ALONG THE SOUTH LINE OF SAID LOT 9, A DISTANCE OF 79.15 FEET TO THE SOUTHEAST KJR FAMILY LLC, LAND RESOLUTIONS ORCA LAND SURVEYING CORNER OF SAID LOT 9; JOHN ROBINETT, 3605 COLBY AVENUE 3605 COLBY AVENUE THENCE NORTH 01103'14" EAST ALONG THE EAST LINE OF SAID LOT 9 AND THAT LINE PROJECTED NORTHERLY, A DISTANCE OF KATHY R031NETT EVERETT, WASHINGTON 98201 EVERETT, WASHINGTON 98201 135.46 FEET TO A POINT ON A LINE THAT IS 1 FOOT SOUTH OF THE NORTH LINE OF SAID TRACT 999 WHEN MEASURED 1831 COLBY AVE 425 258-4438 Z PERPENDICULARLY, ( ) (425) 259-3400 THENCE SOUTH 88'57'37"EAST PARALLEL WITH THE NORTH LINE OF SAID TRACT 999, A DISTANCE OF 192.72 FEET EVERETT, WA 98201 FAX (425) 258-1616 FAX (425) 258-1616 Q THENCE SOUTH 03'42'05"EAST, A DISTANCE OF 15.58 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WHOSE RADIUS POINT EMAIL: RY@ORCALANDSURVEYING.COM EMAIL: JOANNE®ORCALANDSURVEYING.COM 9U BEARS NORTH 86'1755"EAST, 50.00 FEET DISTANT- CONTACT.• RY MCDUFFY CONTACT. JOANNE M. SWANSON, P.L.S. QA PO THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 25.21 FEET THOUGH A CENTRAL ANGLE OF 285328" TO THE NORTHEAST CORNER OF TRACT 998 OF SAID PLAT- ENGINEER: THENCE SOUTH 845128" WEST ALONG THE NORTH LINE OF SAID TRACT 998 A DISTANCE of 92.56 FEET SEPTIC DESIGNER: WETLAND BIOLOGIST THENCE SOUTH 53'40'15" WEST CONTINUING ALONG THE NORTH LINE OF SAID TRACT 998, A DISTANCE OF 113.52 FEET TO THE OMEGA ENGINEERING, INC. NORTHWEST CORNER OF SAID TRACT 998; RWK ENTERPRISES, INC WETLAND RESOURCES, INC. THENCE SOUTH 0103'14" WEST ALONG THE WEST LINE OF SAID TRACT 998, A DISTANCE OF 48.00 FEET 2707 WETMORE AVENUE 9509 19TH AVE. S.E. #106 THENCE SOUTH 302248" EAST CONTINUING ALONG THE WEST LINE OF SAID TRACT 998, A DISTANCE OF 239.24 FEET TO THE EVERETT, WASHINGTON 98201 (360) 387-2729 EVERETT, WASHINGTON 98208 SOUTHWEST CORNER OF SAID TRACT 998, SAID POINT ALSO BEING A POINT pN THE NORTH RIGHT OF WAY OF 196TH PLACE NE, (425) 903-4852 EMAIL: THEDRAlNFIELDGUY©GMAIL.COM (425) 337-3174 THENCE NORTH 8857'46" WEST ALONG THE NORTH RIGHT OF WAY OF 196TH PLACE NE, A DISTANCE OF 33.73 FEET TO THE EMAIL: JOECOSEP SMEB , P.E. CONTACT: RYAN KRAMER JOHN@WETLANDRESOURCES.COM BEGINNING OF A CURVE TO THE RIGHT WHOSE RADIUS POINT BEARS NORTH 01'02'14"EAST, 135.00 FEET DISTANT CONTACT. JOSEPH SMEBY, P. CONTACT: JOHN LAUFENBERG THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 150.61 FEET THROUGH A CENTRAL ANGLE OF VICINITY MAP 6355'13; NOT TO SCALE THENCE NORTH 25'02 33" WEST ALONG THE EAST RIGHT OF WAY OF 196TH PLACE NE, A DISTANCE OF 138.30 FEET TO THE POINT OF BEGINNING. LOT 2 PROJECT NOTES: THE PORTION OF TRACT 999, QUAIL RIDGE ACCORDING TO THE PLAT THEREOF AS RECORDED UNDER AUDITORS FILE NUMBER 1) NO DUPLEXES ARE PROPOSED WITHIN THIS SUBDIVSION. 200608045350 RECORDS OF SNOHOMISH COUNTY, WASHINGTON BEING A POR17ON OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 31 NORTH, RANGE 5 EAST MLLAMETTE MERIDIAN IN SNOHOMISH COUNTY 2) LOT 1 & 2 CURRENTLY SERVICED BY PUBLIC WATER. i WASHINGTON, DESCRIBED AS FOLLOWS: 3) PROJECT SHALL BE CONSTRUCTED IN ONE PHASE. BEGINNING AT THE NORTHEAST CORNER OF LOT 5, COMMON TO TRACT 999 OF SAID PLAT PROJECT INFORMATION 4) THIS PARCEL IS OUTSIDE THE FLOOD HAZARD AREA THENCE SOUTH 614128" WEST ALONG THE NORTH LINE OF SAID LOT 5 AND SAID LINE EXTENDED WESTERLY, A DISTANCE OF SITE ADDRESS: XXXX 196TH PLACE NE, ARLINGTON, WA 5) NOT WITHIN A KNOWN LANDSLIDE AREA. 387.16 FEET 6) ALL LOT AREAS ARE GROSS AREAS UNLESS OTHERWISE NOTED. TAX NUMBER: 01052300099900 THENCE SOUTH 294948" WEST, A DISTANCE OF 22.42 FEET- EXISTING ZONING: RESIDENTIAL LOW CAPACITY 7) FIRE HYDRANT IS LOCATED NEAR THE MIDDLE OF LOT 1 THENCE SOUTH 2625'17" EAST A DISTANCE OF 76.39 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH THE SOUTH LINE 8) 10' UTILITIES EASEMENT ABUT17NC ROAD FRONTAGE AND ACCESS EASEMENT ON ALL LOTS AT TIME OF OF SAID TRACT 999 AND 7.5 FEET NORTHERLY THEREOF, WHEN MEASURED PERPENDICULARLY. PROPOSED ZONING: RESIDENTIAL LOW CAPACITY RECORDING. THENCE NORTH 8858'16" WEST ALONG SAID PARALLEL LINE, A DISTANCE OF 61.98 FEET; PROPOSED LAND USE RESIDENTIAL LOW CAPACITY 9) HOUSE, DRIVEWAY AND DRAINFIELD LOCATIONS ARE APPROXIMATE, ACTUAL LOCAIIONS TO BE DETERMINED THENCE NORTH 2625'17- WEST A DISTANCE OF 67.85 FEET AT THE TIME OF BUILDING PERMIT LOTS 1 AND 2 TO BE SERVICED WITH SEPTIC DRAINFIELDS THENCE NORTH 614128"EAST A DISTANCE OF 282.87 FEET, USE CLASSIFICATION SINGLE FAMILY RESIDENCE, DETACHED THENCE NORTH 2878'20" WEST A DISTANCE OF 89.99 FEET TO THE SOUTHWEST CORNER OF LOT 6 OF SAID PLAT- SEWAGE DISPOSAL ON SITE SEPTIC SYSTEMS THENCE NORTH 614128" EAST ALONG THE SOUTH LINE OF SAID LOT 6, A DISTANCE OF 168.32 FEET TO THE SOUTHEAST WATER SUPPLY ARLINGTON WATER DEPARTMENT CORNER OF SAID LOT 6, SAID POINT ALSO BEING A POINT OF THE EAST RIGY[ OF WAY OF 196TH PLACE NE- SCHOOL DISTRICT ARLINGTON SCHOOL DIST NO. 16 THENCE SOUTH 25 02 33" EAST ALONG THE EAST RIGHT OF WAY OF 196 PLACE NE, A DISTANCE OF 24.30 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WHOSE RADIUS POINT BEARS NORTH 645727"EAST 195.00 FEET DISTANT- FIRE DISTRICT NORTH COUNTY FIRE AND EMS THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 76.98 FEET THROUGH A CENTRAL ANGLE OF PARK DISTRICT CITY OF ARLINGTON 22'37'10" TO THE POINT OF BEGINNING. GAS SUPPLY NOT AVAILABLE TRACT 999 ELECTRICAL SUPPLY SNOHOMISH COUNTY PUD #1 ZONING AIRPORT PROTECTION DISTRICT SUBDISTRICT D RLC - RESIDENTIAL LOW CAPACITY (5-6/DWELLING UNITS PER ACRE)NOTES. ]RACY 999, QUAIL RIDGE ACCORDING TO THE PLAT THEREOF AS RECORDED UNDER AUDITORS FILE NUMBER 200608045350 LOT SIZE REQUIREMENTS: 7,200-9,600SF RECORDS OF SNOHOMISH COUNTY, WASHINGTON BEING A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 31 NORTH, RANGE 5 EAST WRLAMETIE MERIDIAN IN SNOHOMISH COUNTY WASHINGTON. MPN - MASTER PLANNED NEIGHBORHOOD MINIMUM LOT SIZE 7,200 SF EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: TOTAL SITE AREA 569,631 SF 13.08 ACRES MINIMUM LOT WIDTH AT BUILDING SITE• 50' MAXIMUM LOT COVERAGE: 35% BEGINNING AT THE SOUTHWEST CORNER OF LOT 9, COMMON TO TRACT 999 OF SAID PLAT- NET SITE AREA (TOTAL LESS DEDICATION) 569,631 SF 13.08 ACRES FRONT YARD SETBACK 20' THENCE NORTH 64' 57'17" EAST ALONG THE SOUTH LINE OF SAID LOT 9, A DISTANCE OF 79.15 FEET TO THE SOUTHEAST TOTAL PROPOSED LOTS 2 REAR YARD SETBACK: 20' (5' FOR ACCESSORY STRUCTURES) CORNER OF SAID LOT 9; THENCE NORTH 0103'14" EAST ALONG THE EAST LINE OF SAID LOT 9 AND THAT LINE PROJECTED NORTHERLY, A DISTANCE OF GROSS DENSITY (2113.08) 0.15 D.U. PER ACRE SIDE YARD SETBACK: 5' 135.46 FEET TO A POINT ON A LINE THAT IS 1 FOOT SOUTH OF THE NORTH LINE OF SAID TRACT 999 WHEN MEASURED BUILDING HEIGHT. 35' MAXIMUM NET DENSITY (2/13.08) 0.15 D.U. PER ACRE PERPENDICULARLY, DRIVEWAY LENGTH: 22' FROM RIGHT OF WAY • THENCE SOUTH 88'57'37"EAST, PARALLEL WITH THE NORTH LINE OF SAID TRACT 999, A DISTANCE OF 192.72 FEET AVERAGE LOT SIZE (LOTS ONLY) 30,056 SF 0.69 ACRES REQUIRED PARKING SPACES 2 SPACES PER SINGLE FAMILY RESIDENCE THENCE SOUTH 0342'05"EAST A DISTANCE OF 15.58 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WHOSE RADIUS POINT LANDSCAPING REQUIRED: 1 TREE IN EACH OF THE FRONT AND REAR YARDS M BEARS NORTH 867755"EAST 50.00 FEET DISTANT SMALLEST LOT SIZE 24,189 SF 0.56 ACRES USE CLASSIFICATION: SINGLE FAMILY RESIDENCE/DETACHED P�� OF WAS �2 THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 25.21 FEET THOUGH A CENTRAL ANGLE OF 285328" �O ' 7 G,�O TO THE NORTHEAST CORNER OF TRACT 998 OF SAID PLAT; _-` THENCE SOUTH 8451'28" WEST ALONG THE NORTH LINE OF SAID TRACT 998, A DISTANCE OF 92.56 FEET. z THENCE SOUTH 53'40'15- WEST CON17NUING ALONG THE NORTH LINE OF SAID TRACT 998, A DISTANCE OF 113.52 FEET TO THE ARCHEOLOGICAL NOTE: o NORTHWEST CORNER OF SAID TRACT 998; THENCE SOUTH 01103'14" WEST ALONG THE WEST LINE OF SAID TRACT 998, A DISTANCE OF 48.00 FEET IF AT ANY TIME DURING CONSTRUCTION ARCHEOLOGICAL RESOURCES ARE OBSERVED ON THE PROJECT SITE �J, 34671 0 �� THENCE SOUTH 302248" EAST CONTINUING ALONG THE WEST LINE OF SAID TRACT 998, A DISTANCE OF 239.24 FEET TO THE WORK SHALL BE TEMPORARILY SUSPENDED AT THE LOCATION OF DISCOVERY AND A PROFESSIONAL 'r/0' FG T ST��� S SOUTHWEST CORNER OF SAID TRACT 998, SAID POINT ALSO BEING A POINT � THE NORTH RIGHT OF WAY OF 196TH PLACE NE- ARCHAEOLOGIST SHOULD DOCUMENT AND ASSESS THE DISCOVERY. THE DEPARTMENT OF ARCHEOLOGY AND(DAHP) AND ALL CONCERNED TRIBES MUST BE CONTACTED FOR ANY ISSUES I I_ANC THENCE NORTH 8857 HISTORIC PRESERVATION '46" WEST ALONG THE NORTH RIGHT OF WAY OF 196 PLACE NE, A DISTANCE OF 33.73 FEET TO THE INVOLVING NATIVE AION N SITES. IF PROJECT ACTIVITIES EXPOSE HUMAN REMAINS, EITHER THE FORM BEGINNING OF A CURVE TO THE RIGHT WHOSE RADIUS POINT BEARS NORTH 0102'14"EAST, 135.00 FEET DISTANT OF BURIALS OR ISOLATED BONES OR TEETH, OR OTHER MORTUARY ITEMS, WORK IN THAT AREA MUST BE THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 150.61 FEET THROUGH A CENTRAL ANGLE OF STOPPED IMMEDIATELY. LOCAL LAW ENFORCEMENT DAHP, AND AFFECTED TRIBES MUST BE IMMEDIATELY 6355'I3°; CONTACTED. NO ADDITIONAL EXCAVA77ON MAY BE UNDERTAKEN UNTIL A PROCESS HAS BEEN AGREED UPON THENCE NORTH 2502'33" WEST ALONG THE EAST RIGHT OF WAY OF 196TH PLACE NE, A DISTANCE OF 138.30 FEET TO THE BY THESE PARTIES, AND NO EXPOSED HUMAN REMAINS MAY BE LEFT UNATTENDED. POINT OF BEGINNING. PRELIMINARY SHORT PLA T ALSO, EXCEPT THAT POR77ON DESCRIBED AS FOLLOWS: & SITE PLAN BEGINNING AT THE NORTHEAST CORNER OF LOT 5, COMMON TO TRACT 999 OF SAID PLAT. THENCE SOUTH 61'4128" WEST ALONG THE NORTH LINE OF SAID LOT 5 AND SAID LINE EXTENDED WESTERLY, A DISTANCE OF /,387.16 FEET, FOR THENCE SOUTH 26-25'18- WEST, A DISTANCE OF 22.42 6.3 FEET, AND TRACT 999 QUAIL RIDGE THENCE SOUTH 2625"17" EAST A DISTANCE OF 76.39 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH THE SOUTH LINE OF SAID TRACT 999 AND 7.5 FEET NORTHERLY THEREOF, WHEN MEASURED PERPENDICULARLY- THENCE LUTI O N S ' THENCE NORTH 8858'16" WEST ALONG SAID PARALLEL LINE, A DISTANCE OF 61.98 FEET, THENCE NORTH 2625'17" WEST A DISTANCE OF 67.85 FEET,• PLN. 11308 THENCE NORTH 614128"EAST A DISTANCE OF 282.87 FEET- THENCE NORTH 28'18'20" WEST A DISTANCE OF 89.99 FEET TO THE SOUTHWEST CORNER OF LOT 6 OF SAID PLAT 4 LAND USE CONSULTANTS THENCE NORTH 614128" EAST ALONG THE SOUTH LINE OF SAID LOT 6, A DISTANCE OF 168.32 FEET TO THE SOUTHEAST Design o Planning o Management CORNER OF SAID LOT 6, SAID POINT ALSO BEING A POINT OF THE EAST RIGfff OF WAY OF 196TH PLACE NE- 3605 Colby Avenue - Everett, WA 98201 IN THE SW 114 OF THE NE 114 SHEET THENCE SOUTH 25'02'33" EAST ALONG THE EAST RIGHT OF WAY OF 196 PLACE NE, A DISTANCE OF 24.30 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WHOSE RADIUS POINT BEARS NORTH 645727"EAST 195.00 FEET DISTANT N SECTION COUNTY, WASHINGTON 2 ORCA Land Surveying tele (425) 258-4438 I fax (425) 258-1616 ALL N SECTION 13, T31N., R.SE., W.M. OF THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 76.98 FEET THROUGH A CENTRAL ANGLE OF 3605 COLBY AVENUE, EVERETT, WA 98201 22'37'10" TO THE POINT OF BEGINNING 425-259-3400 FAX 425-258-1616 PROJECT: 2024-090 DWG BY- RJG SW JMS DATE: 10 22 2025 , 310513-001-003-00 NORTH LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SEC71ON 13 DETAIL B --- ------------------'-----� , N885733"W 1121.02' (P) SEE BELOW �71.75'(P) 151.22(P) 13211'(P) N88 5733'W I \\ �� y"'A\ TRACT 999 10 '\ N88 57'33"W 192.72' L3 30.00' -------------------------� za �\ CP' �1 N8857'33"W 403.12' �� TRACT 999 `� EXISTING N LOT 9 r', ` I I N84'S128"E 10' UE (P)� ,� ,� ,� �, � %n Ni LOT 8 °F 92.56' L4 ' 1 z v 1 EXISTING o �55�5y2 L5 JO' 20 ACCESS o 1 N.G.P.A./E. DAP\�RP\"PA5�5p EASEMENT DRAINAGE a 7.71' C2 I � W�86,TRACTIN 5 SF R 6p 0 - 1°E 1 ` FOUND REBAR AND _ _ _ I \ S 71i - 4.51�2 CAP ORCA J4671 N + �\ N PF� �6 �,`P� g 5 N C3CO C6 r v w IC4 LOT 7 ° \y6A511/1 Z L7 tt w w 41 \�\ EXISTING L6 20' ACCESS L8 & DRAINAGE y N8959'03'E I 6,`''c.1 EASEMENT L9 I i i v I chi —� a, \ � LOT 1 a PG1 P C4 I � I O o \ 35,923 SFYtt` i WETLAND N I 4 1 I I W LOT 6 30 \\ \\ pv�pp6p� L10 CATEGORY 3 I CS � � J 4-- 24.30' \ EXISTING \ A_ L11 s a � �� N s N.G.P.A./E. \ ° \ 10' UE o_\ t.v u. � TRACT 999 MTHIN tic, 52 , a�`� 6'�\ z \t i I I a W ti o W ^ ,t, �� \o;,y FUTURE DEVELOPMENT TRACT 999 �6\ 16a EXISTING o W 422,773 SF 75,651 SF �, E \ \ DSO �� 33.73' \t W o y 12 10' UE ! 6 - cn I d a ? �� W �\ C\614/ 65g� \\ � a``6, X sty TRACT 999 a \o W rn w C� \ d=2237'10" V-D 'rp S• � y y Z C. �,�\ �9�v\�� a�a y� 5 1=76.98' ��\ �,`,5/,.. 196TH PLACE NE o � ` y I I`' Q 0 2 �\ w. LOT 2 1, 03, �� n tt - \y��o . �\ c_\ 24,189 SF i �D(pT PUBLIC) L_ < `ram `� y I to Ln ao�\ �50 i ° 0 14,g90 �, �`� 00, . I o rn o ff*4 '04'W \� i \ \ \ao_ 5, i1116q N B 57'''P"W 4=50 fig, \ `� N1655'17"W mJ, i () S¢. 00 y� N70• c9� \h 8� A 30.29' ' N \ a�o�\ �' 5595, z Z �` �rn_o - N1655'17"W / ti v Z CAIEGOR�3 w\`�_ \M282a1� / 9.00, l ell IN 128E 1�2p1 i LOT 5 \Opp 9o50D9, I� o Q u y y v v �' l v N1951'04"W-�\ 1y61 �6 2pg52 2�, Q&\\,1 0-11 �5p 'p 6. r.- '0 1 o N.G.P.A./E. e'I 59� PRIMARY DRAINFIELD 30.52' SNpRp OBp I S00 P o 0 ti WITHIN TRACT 999 W i 5�N5 5� LOT 2 61•h12 y\ 'oo�� p 7 LOT 4 2p 6 I I o N8857'46"W v 86,801 SF r 51 .—y W o �,\ PF / 79.98(P) A=894441" u lk v 41 Y RESERVE DRAINFIELD oc'41 ,:-' 7 I L=39.16'(P) LOT 2 �. 'r�`3r, \`I v ��� l LOT 3 LOT 210.22(P) I R=25.00' N78V5' 4, � 5\\� °' �' I w » sa_ / LOT 1 CENTER OF cr 3�lY 6 z 4 � -� a 3� I L„ �., a N SECTION 13 ?5' Z.�� sue_ rn, -� �� 3�� w :ao N.G.P.A./E. w ^N PUD EASEMENT i _�P\ o �r sir_ �� 2 `�' " N9THIN TRACT Ly AFN 2153094 W��\ SGDoc9_"'• tire`s, 999 13 �� i �� y� ��sss 21,409 SF \\ �� N885746"W 508.71' TRACT 999 EXISTING`I 10' UE I 1 300.41'(C) 300.40'(P) 268.02'(C) 268.03'(P) I 150.14(P) 602.58'(P) N88'58'16"W 1321.15(P) J10513-004-002-00/'� �_____^_ I' N88158'16"W '� FOUND 1/2"REBAR AND CAP DETAIL A STAMPED 12716, N8858'16"W , 310513-004-001-00 61.98' 310513-004-006-00 S744948E 0.25' 30.00'(P) '1Z SEE BELOW LOT 1 EAST WEST CENTER SECTION LINE FROM CALCULATED CORNER SP-128(5-81) / I310513-004-008-00, AFN 8102060213 Parcel Line Table Curve Table DETAIL A SCALE: 1" = 80' Line # Direction Length Curve # Length Radius Delta SCALE 1" = 20' TOPOGRAPHIC NOTE.- TOPOGRAPHIC INFORMATION EXTRACTED FROM LIDAR DATA, PROVIDED BY I\ � \ WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. ALL ELEVA77ONS AND CONTOURS 80 0 80 L1 N294948E 22.42' C1 25.21 50.00' 285328" �7 \ �\ �\ HAVE NOT BEEN FIELD VERIFIED AND ARE SUBJECT TO CHANGE UPON COMPLETION OF A FULL RESERVE `� PRIMARY `Ja: TOPOGRAPHIC LAND SURVEY. L2 N103'14'E 40.29' C2 21.47' 50.00' 243620" I �� DRAINFIELD �� DRAINFIELD ��`J� TRACT 999 I EQUIPMENT & PROCEDURES LOT 2 LOT 2 LIDAR PROJECT INFORMATION: NORTH PUGET 2017 L3 N3'42'05"W 15.58' C3 54.21' 50.00' 6206'54' �� ��� �� �� INSTRUMENTA770N: LEICA TCRM1205 TOTAL STATION AND REPORT 7I7LE.' WESTERN WASHINGTON 3DEP LIDAR TECHNICAL DATA REPORT LEICA APX 1200 GPS L4 N323533"W 31.94' C4 2301' 50.00' 2622'09" �� �� a;, CONTRACT NO. G16PC00016, TASK ORDER NO. G16PD00383 N8858'16'W 61.98' �+ URL: HT7PS://LIDARPORTAL.DNR.W4.GOV/ METHOD OF SURVEY: FIELD TRAVERSE OF EXIS71NG L5 N277922'W 40.32' LEGEND I TRACT 999 I MONUMENTATION L6 N6070'06'W 21.87' " Qo 3"BRASS DISK W7TH PUNCH MARK AND STAMPED "ORCA SET STANDARD SNOHOMISH COUNTY CONCRETE MONUMENT VWTN ARCHEOLOGICAL NOTE.' PRECISION: MEETS OR EXCEEDS W.A.C. 332-130-090 L7 N2527'15 W 386' IF AT ANY TIME DURING CONSTRUCTION ARCHEOLOGICAL RESOURCES ARE OBSERVED ON THE PROJECT SITE, REQUIREMENTS LB N72948'W 20.49' S3683"IN CASE ^ I WORK SHALL BE TEMPORARILY SUSPENDED AT THE LOCATION OF DISCOVERY AND A PROFESSIONAL ARCHAEOLOGIST SHOULD DOCUMENT AND ASSESS THE DISCOVERY. THE DEPARTMENT OF ARCHEOLOGY AND BASIS OF BEARING:- NORTH 890730" WEST BETWEEN L9 N838'54 E 26.17' HISTORIC PRESERVATION (DAHP) AND ALL CONCERNED TRIBES MUST BE CONTACTED FOR ANY ISSUES FOUND MONUMENTS AT THE NORTHWEST SEC77ON CORNER O 1/2'X 24"IRON ROD W11N CAP "LS 17068" OR FOUND AS INVOLVING NATIVE AMERICAN SITES IF PROJECT ACTIVITIES EXPOSE HUMAN REMAINS, EITHER IN THE FORM AND THE NORTH QUARTER CORNER, BASED ON GPS L10 N17'43'15"W 30.20' N07ED OF BURIALS OR ISOLATED BONES OR TEETH, OR OTHER MORTUARY ITEMS, WORK IN THAT AREA MUST BE OBSERVATIONS STOPPED IMMEDIATELY. LOCAL LAW ENFORCEMENT, DAHP, AND AFFECTED TRIBES MUST BE IMMEDIATELY L11 N120157"W 27.57' 1/2'X 24"REBAR TO BE SET AT nNAL SHORT PLAT STAGE WITH PLASTIC DETAIL B CONTACTED. NO ADD177ONAL EXCAVATION MAY BE UNDERTAKEN UNTIL A PROCESS HAS BEEN AGREED UPON CAP ORCA 34671' SCALE 1" = 40' BY THESE PARTIES, AND NO EXPOSED HUMAN REMAINS MAY BE LEFT UNATTENDED. SEE PAGE 1 FOR BUILDING SETBACK INFORMATION 13 CENTER SECTION 13 F UE UTILITY EASEMENT I 310513-001-003-00 PRELIMINARY SHORT SUBDIVISION o NORTH LINE RE-PLA T OF (P) PLAT OF QUAIL RIDGE, AFN 200608045350, I TRACT 999 I (M) MEASURED DIMENSION NORTH LINEo, M. S� TRACT 999 AT QUAIL RIDGE (C) CALCULA7ED DIMENSION I v LOT 1 RESERVE DRAINFIELD °j I Q � OF W A Sy q PLN. 1308 — — — — — — — — LOT 1 ,P`. yc�oZ IN THE SW 114 OF THE NE 114 OF SECTION 13, T Y N., R.5 E., W.M. AFN AUDITORS 4 FILE NUMBER S _ _ 5 I I CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON Sp SHORT PLAT I ,°j r I L - - - - - J 3 4 6 71 � JOB N0. 2024-090 o � ` 1 ` J' 4F DATE 111212026 NGPA NA71VE GROWTH PR07EC71ON AREA 2 PRIMARY TRACT 998 X, Cl$TES DRAINFIELD I ON I A�� s ORCA Land Surveying DWG BY.' KG/SMW RD ROAD l_ LOT 1 3605 COLBY AVENUE, EVERETT, WA 98201 425-259-3400 FAX:425-258-1616 LEST PIT SHEET 2 of 2