3401 FEDERAL AVE 2025-05-29 - Laserfiche WebLink

0 FND REBAR W/CAP "LS 32441" OS SANITARY SEWER MANHOLE C-p_) POWER POLE —OH— OVERHEAD WIRE SITE DATA LEGAL DESCRIPTION PARCEL NUMBER: 00437582800100 (DERIVED FROM STATUTORY WARRANTY DEED PER AF#202105100273) CONIFER TREE FIRE HYDRANT GUY ANCHOR SD STORM DRAIN LINE ADDRESS: VACANT PARCEL EVERETT, WA 98201 LOT 1, BLOCK 828, PLAT OF EVERETT DIVISION "H", ACCORDING TO THE PLAT SS SANITARY SEWER LINE AREA: 4,114 S.F. THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 50, IN SNOHOMISH COUNTY, DECIDUOUS TREE >a WATER VALVE LISPS DROP BOX WASHINGTON; FO CATCH BASIN ® CATHODIC PROTECTION RECTIFIER SIGN : ..� EDGE OF ASPHALT DATUM TOGETHER WITH THE NORTH 9.29 FEET OF LOT 2, BLOCK 828, PLAT OF EVERETT NAVD 88 DIVISION "H", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF 0 STORM DRAIN MANHOLE ® POWER METER - -XX- - EX CONTOUR MAJOR CONCRETE PROJECT BENCHMARK PLATS, PAGE 50, IN SNOHOMISH COUNTY, WASHINGTON; DERIVED FROM GPS OBSERVATIONS UTILIZING THE WASHINGTON STATE ALSO KNOW AS PARCEL B OF BOUNDARY LINE ADJUSTMENT NO. 2008-013, _ o - -XX- - EX CONTOUR MINOR GRAVEL REFERENCE NETWORK (WSRN). RECORDED UNDER RECORDING NO. 200812295002, SITE BENCHMARK SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TOP OF REBAR WITH CAP AT THE NORTHWEST CORNER OF PROPERTY, CAP 4 READS "LS 32441". ° EL=200.66' I = a ( < \ I EX SSMH RE=19&0' c CHAN=188.1' (NIS) \ IE=189.7 (6" SW& SE) T I I � : .. .: ... . ....... `777 EX SDMH:34th St N . ' \\ RE=176.3' OD IE=168.4, (6- S) \ °D ED '� (DEEP CISTERN) o — / I 1 \ \\ o / I / o I 0 o I Q a \ -°y 0H 4 \\ \\ 22'ALDER I o 0 0 0 0 0 \ \I \\ 40' am° \ \ \ \ o 0 0 0 0 o I I \ \ ® I I 2 EX CB:oz /_ \ \\ \ I �' \ COULD NOT TRACE WEST END \ RE=199.5' \ \\ \ \ I \ \ EX SDMH: EX CB: IE=197.6' (6"N) \ I \ \\ \ \ \ RE=176.1' RE=199.3' — — \ \ IE=197.3' (6"N) IE=173.5, �6 )„S& W) o N87*59'37"W 119.�T \ \ SITE IBM \ I I \ \ EL=200.66' I I I o 0 0 0 0 0 0 \ \ \ \ \ I\ \ o - 190_ � I o 40' \ \ oz I MAPLE I I I I"' — -»a- — I CLUSTER \'GRIP 8"DEC I II MAPL I I \\ CLUSIE I Alley I v z APLE �p C LISTER DECK N8T59'37"W 119.97' — — 39' DR 1 DECK I 77 z °a \\ 04 WOOD POT \ / 24' l \ \ HOUSE BASIS OF BEARING — WASHINGTON COORDINATE SYSTEM, NAD83(2011)(EPOCH:2010), NORTH ZONE, DERIVED FROM GPS OBSERVATIONS UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN). HELD A BEARING OF NORTH 87°59'37" WEST BETWEEN FOUND MONUMENTS ALONG THE SOUTH LINE OF SUBJECT PARCEL. NOTES TOPOGRAPHIC SURVEY Benchmark Surveying, LLC (1) REPRESENTATION OF BOUNDARY LINES ARE GRAPHICALLY SHOWN FOR USE IN INTERPRETING THE TOPOGRAPHIC DATA. THIS REPRESENTATION IS BASED UPON INFORMATION PROVIDED BY THE CLIENT OR AS AVAILABLE FROM TAX ASSESSOR'S RECORDS AND For 11915 44TH DRIVE SE t777� SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY. 0 5 10 20 Nexus Development Holdings LLC EVERETT, WA 98208 (2) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW EASEMENTS OF r g p.425.610.9848 RECORD. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. (3) DISTANCES ARE IN FEET AND DECIMALS THEREOF AND REPRESENT CALCULATED OR MEASURED GROUND DISTANCES. (4) THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON 03124122, AND CAN ONLY BE GRAPHIC SCALE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME (1" = 10) (5) UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES, DATE: JOB: SHEET: DRAWN.' CHECKED: (6) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. *CONTOURS DEPICTED Cam? 2' INTERVALS PTN SE 114 NW IA SEC 30, TWN 29 N, RGE 5 E, W.M. 03125122 22-017 1 OF 1 TRL TRL