1630 SCENIC DR 2025-12-12 - Laserfiche WebLink

FOUND TACK IN 7 8 AK LEGEND CONCRETE MONUMENT PROJECT LOCATION f2.0 FEET BELOW GRADE 00 0o FOUND SECTION CORNER, AS NOTED FIRE HYDRANT oHr OHr- - - �• "�--oH� o - enr erlr(HELD FOR POSITION) m .�• 1� ,+ �� `* } r� FOUND QUARTER CORNER, AS NOTED SPRINKLER SYSTEM - a - .: � O FOUND SURVEY MARKER, AS NOTED FIR - l 1 F ', __PROJECT BEI�HMARK \ �� BENCHMARK, AS NOTED - A4e �'� '� o . c p- PINE _ - W88'55'57"W 721.17 S Q �\ 1 1 ss - ! - Il SEWER MANHOLE N' HEMLOCK ----W-______ sos ss�ss��s ss ° ss� - IIL CATCH BASIN TYPE C DECIDUOUS GDOMESTIC/FI ECOMBO -W G 1 °G w �REHYDRA w _ w E ---w- CATCH BASIN TYPE II N' ALDER _ MEren ExISTNGMEIR I� 1 TO BE ADDE -w HYDRANT, 1! _ ,� SPRINKLER SYSTEM G G O OTO UNITC U -� w mI m w LF ° STORM DRAIN MANHOLE R PROPERTY LINE X P H �+�- OHP oHP o"P� o - \ -- STORM DRAIN CLEANOUT CLF CHAIN LINK FENCE / 61.17�I r - N� LF SANITARY FOUND o FOUND REBAR AND CAP CLZEI'VI eAY \ / ® WATER METER VBF VERTICAL BOARD FENCE STAMPED"MCDUFFY 13041" \ 4 NR SAY of I AT PROPERTY CORNER I' I 27-gn _ • UTILITY POLE ss SEWER LINE �° ExlsnNEGl I \ 4&17t16 x I I\ Z ® O LIGHT POLE sss SANITARY SIDE SEWER tia FENCE o \ 1"WATER I FENCE \ U LINE ' I d POWER VAULT sD STORM DRAINAGE LINE 6'9"124C'F VER\jE 8203 w POWER METER w WATER LINE Is ' 1^ �i 4�6\ �iSCENIC E°R102024" I STORY WOOD 1- 2 8 1 \ I 17�ENp03g 390 m z IF i > B POWER JUNCTION BOX c i n " - v GAS LINE FRAMED HOUSE 4"seweR \ TELEPHONE PEDESTAL OHP OVERHEAD POWER LINE USDA 98203 I=. �\ uNE SS N0.T40-93 m 1 1 TV PEDESTAL NIC°RIVE°2y02 EXISTING HOUSE I \ A.F.N0.9404040065 A ► x FENCE LINE z6 50p03939pp2 OUTLINE -1 8 "' ( j TRAFFIC SIGN, AS NOTED ., EDGE OF ASPHALT TFN WOOD J ve I Io \ LOT 25 DECK 12' x MAILBOX KIOSK CONCRETE BEVERLY PARK BLOCK 2 RAJA �N = + A.F.NO,145965 TPN 0 393900202501 ` 1630 SCE IC DRIVE 98203 fib+ � I '` � � )/ � EVERGREEN TREE GRAVEL � " J O.a E F R I / P.E.STAMP 0 DECIDUOUS TREE 0 PAVED DRIVEWAY \ SHED I I VICINITY MAP S ,-2z^ 27' " �Q -1'WATER rp�7n o AJ uNE HE IS 1 1 oR NTS 1 HARD SURFACE AREAS BREAKDOWN I� x \ 7' F V3 ADU STALL EEWER � JwWRECORD DRAWINGS FR DRIVEWAY 346 SF(8.83'x 39.25') @ 24heig t DADU 729 SF(24'x 27') '-2 � ^ >_ This Record Drawing has been prepared,in part, DADU DRIVEWAY= 100 SF(10'x 10') 3r-s^ �T SANITARY 0 PAVED DRIVEWAY DADU= 729 SF(27'x 2T) EXISTING CLEANOUT based on"As-Built"information provided by � LOT a DADU DRIVEWAY= 92 SF(9.16'x 10') GARAGE 2 3 NAVD88 PER GNSS OBSERVATIONS others.Though the as-built information and this EXISTING ILOBe,emo„Qe1 SS N0.40-93 20'INGRESS&EGRESS I OODEN /.F.N0.9404040065 drawing are based on the best available TOTAL= 1,996 SF SEN 98203 FENCE 28 81^ I i�EASEMENT PER REF.1 VE 01 SCRIBED'X'ON THE TOP OF CURB ON THE NORTH SIDE OF information,no presumption should be made 9 p20 02 2 I U SCENIC DRIVE 25.0'WEST OF TOP DRIVEWAY WING j 1 regarding the drawing's accuracy. PROPERTY DATA: \ a 7' ELEVATION=435.33 FOUNAndy Erickson 05/09/2025 STAMPED D"MCDURFYN103041P I PANG DRIVE 94003 PARCEL ID: 00393900202501 I 3' IC 02 Permit inspector AT PROPERTY CORNER I I 4"SEWER k 7�1 SCE03939002 NAD83(2011)-WASHINGTON NORTH PER GNSS OBSERVATIONS p DADU i E LINE is TPN PARCEL ADDRESS: 1630 SCENIC DR LOCK52 51 FF I� LOT 2 J 0 :RLY PARK F'D'gL 2 Y SS NO.40-93 PARCEL ADDRESS CITY: EVERETT 40.145965 1 DDG ADU STA(L I Nh - w i {'y i I A.F.NO.9404040065 ROTATED BETWEEN THE PERSOUTHEAST CORNER AND EAST QUARTER CORNER OF SECTION 7-28-5E W.M.PER REF.1 AND \f @ 24'h L ROTATED TO STATE PLANE PER GNSS OBERVATIONS PARCEL ADDRESS ZIP CODE: 983203-6725 7,61„ xIII \N i 2 2 V SANITARY X 1. CITY OF EVERETT SHORT PLAT NO.40-93,RECORDED IN UNDER SNOHOMISH COUNTY AUDITOR'S FILE.NO.9404040065 ZONE CODE: R-1 / nea"ouT Q M \ 1'-10 i I O PARCEL USE CODE: 111 \ \ /I J w 0 00 LOT 4,CITY OF EVERETT SHORT PLAT NO.40-93,ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 1 1" I �1� 9404040065,BEING A PORTION OF LOT 25,BLOCK 2,BEVERLY PARK,ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME x v Q U Q 8 OF PLATS,PAGE(S)24,RECORDS OF SNOHOMISH COUNTY,WASHINGTON; LEGAL DESCRIPTION: O 0 KPOTBLVD 5p0 3 J \ I 7 w TOGETHER WITH ANON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS,AS DISCLOSED BY SAID SHORT PLAT, ADDRESS USAGE CLASS : RESIDENTIAL 7713 gE Op3y39p0200 m ARD\ I 111 ' 1 1 I U SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. TPN LOT 6 1� y FOUN iiEB R AND CAP I ) LJ�J PLSSTOWNSHIP: 028N BLOCK 2 'A OEM p'�I STAM Eq" CDUFFY 13041" v, 7 O W BEVERLY PARK AT A JACENT PROPERTY Z co O� 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT IN PREPARING THIS MAP,CORE DESIGN,INC. A.F.NO.145965 CDR ERI co W HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN,INC.AWARE OF ANY TITLE ISSUES AFFECTING THE PLSS SECTION: SECTION 07 _ z W > SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP. / \ CLF IS 1 8 °\ Q of 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MAY 7,2024. ALL SURVEY CONTROL PLSS RANGE: 005E / \ W OF INDICATED AS"FOUND"WAS RECOVERED FOR THIS PROJECT IN MAY,2024. `^ Cn MAILING ADRESS: 9711 FIRDALE AVE I I V J v l 3. PROPERTY AREA=12,0041 SQUARE FEET(0.27561 ACRES). / RPNJO g8203 p 01811� I 0d9° <° d° "°d W 5. CONTOUR INTERVAL 4, ALL DISTANCES AREINIUFOOTFEET AT GROUND LEVEL. TAXPAYER CITY: EDMONDS 78 TPN ol Ev R OC39 C 20 p06p0 �o\I of i81 11 a a 1 N K 8203 w 6. ELEVATION AND/OR CONTOUR INFORMATION SHOWN HEREON IS GENERATED FROM DIRECT FIELD OBSERVATION.SAID TAXPAYER STATE: WA LOT 7 ExISTwG I ° ° ° ° NIJD ORIVE024o3 INFORMATION MEETS US NATIONAL MAPPING STANDARDS AND IS ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL. BLOCK 2 WOODEN j70q SCp03939002 5 DIGIT PARCEL ZIP CODE: 98203 BEVERLY PARK FENCE 7PN' 7. BOUNDARY INFORMATION SHOWN HEREON IS DERIVED FROM OBSERVATION OF CONTROLLING MONUMENTATION AND 0.4 I � LOT 3 A.F.NO.145965 e INTERPRETATION OF RECORD DESCRIPTIONS AND OTHER EVIDENCE TOPOGRAPHIC INFORMATION SHOWN HEREON IS RELATED TO SS N0.40-93 DATE THE BOUNDARY BY DIRECT FIELD OBSERVATION FROM CONTROLLING MONUMENTATION. LOT AREA: 0.28 ACRES WALL IS 0 5 " ° A.F.NO.9404040065 05/07/2025 297 SF) / w a 8. THIS IS A COMBINED FIELD TRAVERSE AND GPS/GNSS SURVEY. A THREE SECOND COMBINED ELECTRONIC TOTAL STATION (12, o d SCALE AND GPS/GNSS UNIT WITH OPUS/WS r RN CORRECTIONS WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS Z�, BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE �s ° a AS SHOWN SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING LOT COVERAGE CALCULATIONS: / 9l! FEN€E IS 17.2 N OF TO MANUFACTURER'S SPECIFICATIONS. ROPFRRTY CORNER DRAWN BY .^vs „a903 i MDJ 9.INSTALLATION OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR HOUSE: 1,059 SF(APPROX) SITE PLAN MSIBLE AT GROUND SURFACE OR AS MARKED BY 811 OR OTHER UTILITY LOCATING PROVIDERS ARE SHOWN SHEET NUMBER HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE EVIDENCE OF UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME LOT COVERAGE: 8.612% A 1" = 30' (1 Jx17)OR 2" = 30'(2204) 10. s 01 10, SP-01 UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CLIENT UNDERSTANDS THAT CORE SHEET DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR PAINTED UTILITY LOCATIONS. 1 OF 1