6504 HIGHLAND DR 2023 Plans 2025-03-27

LEGAL DESCRIP l 7THAT Y WARRANTY DEED RECORDING#20221 21 6 0 2 9 2) TOPOGRAPHIC & BOUNDARY SURVEY d TION OF LOT 8, BLOCK 5, NORTH BEVERLY PARK, AS PER PLAT RECORDED VOLUME 10 OF PLATS, RDS OF SNOHOMISH COUNTY, WASHINGTON, LYING Y OF THE FOLLOWING DESCRIBED LINE: i BEGINNING AT A POINT ON THE NORTHERLY MARGIN OF PILCHUCK G1 AVENUE (NOW KNOWN AS PALM AVENUE) THAT IS SOUTH 62'51'15" + N 89'S3'15"W 291.57-R1 EAST 100 FEET FROM THE MOST WESTERLY CORNER OF LOT 8; THENCE NORTH-27'08'45' EAST 75 FEET TO THE NORTHEASTERLY - $ 63R�D ST SE •S 4 0) LINE OF SAID LOT 8. -7 / 7 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. H BASIS OF BEARINGS LOTll E A LINE COMPUTED PER REFERENCE NO. 1 BETWEEN FOUND / t MONUMENTS BEARS S 39'20'53" W, AS SHOWN HEREON. ++ REFERENCES >r LOT 2 � co R1. RECORD OF SURVEY, AUDITOR'S FILE NO. 199908105001, RECORDS OF SNOHOMISH COUNTY WASHINGTON. ,L VERTICAL DAT NAVD 88 PER CPS OBSERVATIONS / \ / LOTSITE TEMP. BENCHMARK / DESCRIPTION: SET PK NAIL & RED WASHER / LOCATION: 0.5FT SW OF ASPHALT EDGE ON 7N'LYSIDEOF PALM / AVENUE; IN FRONT OF HOUSE #6504 HIGHLAND DR SE. � `� } ELEVATION:436.65Lu ' - qN// > 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN LOT,p// \` � 4 \� U) JANUARY OF'2023. THE FIELD DATA WAS COLLECTED AND �C J W RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC ro� L) W THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CO. Z o WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT Lu O ELEVATIONS. / �� `� � g � z Q 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE // ` LOT S /Q' h� 0 W Q � COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS LEI DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY V Z a OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE / �� Z W PUBLIC DOMAIN INCLUDING, AS APPLICABLE,.IDENTIFYING = y b W MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED �p BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION LOT 6 � Q SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN / 0 OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY // d INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE // 0 CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE(800-424-5555). ][,®T I 4. SUBJECT PROPERTY TAX PARCEL NO. 00531700500801 / N 27'08'00"E 5. SUBJECT PROPERTY AREA PER THIS SURVEY It 10,398 ±S.F. 20.00' m (0.24 ACRES) - 100.0" ti�ER, 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE / ale°q0 REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE 00- ' NOTED. // 10 zs �OOVt 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD ��/�A��' o TS MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAD 332-130-090. / W 'LEGEND / FOUND MON IN CASE / BRASS DISK,DOWN 0.5-/ ASPHALT SURFACE P❑ POWER METER BENCHMARK —P—POWER(OVERHEAD) / / 8.35'R1 ' BUILDING PPO POWER POLE // / —(L—CENTERLINE ROW O—a POWER POLE W/UGHT / Co. CLEANOUT • REBAR&CAP(SET) Q CONCRETE SURFACE O REBAR AS NOTED(FOUND) / ®DECK —SS—SEWER LINE / y —K--x—FENCE LINE(CHAIN LINK) ( ) SEWER MANHOLE FENCE LINE(WOOD) SI2E TYPED TREE.(AS NOTED) C3 INLET(TYPE 1) —W—WATER LINE / w ® MAILBOX(RESIDENTIAL) WM❑ WATER METER Gy P`J / v�i v ei ►�� MONUMENT(IN CASE,FOUND) WVN WATER VALVE GAS LINE PST[I POST CONTROL MAP W N.T.S. oa .. JOB NUMBER: 230072 DATE: 02/03/23 41 DRAFTED BY: IDV/MCP =N/ -L // oy°j CHECKED SITE BY: JGM ry SCALE: NTS i / r / STEEP SLOPE/BUFFER DISCLAIMER: INDEXING INFORMATION THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR SE 1/4 SE 1/4 INFORMATIONAL PURPO SES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR SECTION: 06 _ CONSTRUCTION. THE PITCH,LOCATION,AND EXTENT ARE BASED SOLELY ON OUR , _ FOUND MON IN CASE // 35�15'E 298.56'R1 �_ ��— GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE TOWNSHIP:28N N 8T PUBUC DOCUMENTS; AS SUCH,TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR RANGE: 05E,W.M. BRASS PIN,DOWN 0.5'� THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION, ULTIMATELY, S ►� MADISON ST THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR COUNTY:SNOHOMISH SHEET N OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. 1 OF 2