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A PORT/ON OF THE SOUTWEST QUARTER OF THE NORTHEAST QUARTER
<br /> 04 �;ECTION 31, TOWNSHIP 29 NORTH, RANGE 05 EAST, W.M.,
<br /> N CITY OF EVERETT, COUNTY OF SNOHOMISH, STATE OF WASHINGTON
<br /> 0
<br /> 0 FOUND CONC MN
<br /> W/TACK&LEAD
<br /> EIN CASE
<br /> N
<br /> 24"c
<br /> 32"C
<br /> -6d \ 3d \\\ \\
<br /> 24.0
<br /> \ _-SCE- \ HORIZONTAL DATUM: ASSUMED..
<br /> 4 \ OE_-
<br /> LOT` SS \ SSMH 48" bERnCAL DATUM: NAWBB,US FEET,AS PRESCRIBE BY GOOGLE EARTH PRO AT THE
<br /> SSMH 48" \ RIM 2 21 INTERSECTION OF CRESCENT AVENUE AND COLUMBIA AVENUE.
<br /> `K` IE SW 79.66
<br /> RIM 327g g --SS
<br /> \ \ \\ a IE NW 79.26 CONTOUR INTERVAL: TWO(2)FOOT CONTOURS.
<br /> g�A" if N 319.84 G NC / 1 \ \ \ IE SE 2j9.56
<br /> "I IE NE 319.93 8� 5'�\OB nNl \ \ 1 \
<br /> DHA 2945-79
<br /> 8.O\ \ \ I I \ 1\\n N 8633.858 BASS CF BEARNG
<br /> ly A626.2,3018 \ \1 1 \ \ \ \ EL 2819
<br /> 9.649
<br /> 52' RECORD OF SURVEY AS FILED UNDER SNOHOMISH COUNTY AUDITORS FILE
<br /> NUMBER 20180 72 7500 7,RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> B \ \ \ \ 11 31455 \ \ \ \ \
<br /> o wN \ \\ \\ \ \ \ \ 0. \ 2 40 LEGAL DE3C PTIOhk
<br /> % 42rF \ � \ \ \\ � SCALE IN FEET LOT 6,BLOCK 15,AND THE NORTH 50 FEET OF LOT 7,BLOCK 15, VICTORY
<br /> \ HEIGHTS,ACCORDING TO THE PLAT RECORDED W VOLUME. OF PLAT$�fPAGE 04A RECORDS OF THE PL I.SH CORDS IN VOLUME2B'F\\\*\ ,J 1 I "go � ,� 1 REFERENCE,
<br /> \ \ri\ \�•h/2-1 "Ai I I I \ \ 2I�8."_F \1 lY\�\ 'F\\ \\ \ !v
<br /> \ \ \ \ IQ B H\ \ \ \ Off\ \\ WNG,INC.
<br /> \ �. ACiCORDINRECORD
<br /> OF SURVEY BY D.R.THE SURVEY RECORDED DOWNING
<br /> NDER SNOHOMISH COUNTY AUDITORS
<br /> DHA 3016-47 \\\n \III 1\ I I I I I I I I \ \ \ \ 1 LOT'. l�\ \ \\ \\ \\\ \\\ 1B4O1.3 ABBREVATIONS FILE NUMBER 20180 72 7500 7,RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> HUB AND TArK �,,•,,'JI _
<br /> i N 8578.082 I I I I III \ \ \ `••�12•I M I I \ \ I I I� '_/ \ \\ \ \ \ Ol \ \ 9 MONUMENT IN CASE CONIC CONCRETE
<br /> ¢I " F 3954.1JO _ p \
<br /> EL J5Z75' CONC n I I I I\ \ \ \ I \ \ \\\ \ \ \ • SET REBAR AND CAP LS 36798 OHP OVERHEAD POWER LINE LII� FE$'
<br /> F 20'F 1 30"F �'�`I 6'W00DFENCE -fc WALL I I \ \ I ( / ry I /- _ 2YYY�� \ (4)MB® \ DHA SURVEY CONTROL
<br /> '� \ \ \ \ \\ \ \Q" \ \ O FOUND CORNER AS NOTED IE INVERT ELEVATION - RIGHT OF WAY CENTERLINE
<br /> -- -.- �.--VV� \ ,7SJ-qh / / '�2 y.,0`Ay I I I I I I / 18\H\ \ Z \\ CB CATCH BASIN -- RIGHT OF WAY
<br /> 0'C / / 1 1 I I I I ' / %- _ \ \ \ \q\\ -P POWER POLE SSMH SANITARY SEWER MANHOLE BOUNDARY LINE
<br /> OE h\ \ SANITARY SEWER MANHOLE 7PN TAX PARCEL NUMBER _ --
<br /> PLATTED LOT LINE
<br /> � I M GAS METER (C) = --0E----OE- OVERHEAD POWER LINE
<br /> OE-
<br /> OE- 4h =--FO----FO- UNDERGROUND FIBER OPTIC LINE
<br /> ES WATER METER (P) PLAT
<br /> 292 WATER VALVE (M) MEASURED ----SS----SS- SANITARY SEWER LINE
<br /> m I \ \\ I I I I I w
<br /> �1\�
<br /> 1 5
<br /> wo,/ CONIFER
<br /> ----W----W- WATER LINE3�" ) 8' \ , FIRE HYDRANT PP/VG POLE W/UNDERGROUND POWER VVU FI ROCKERY BBRE V ATIE l� MAILBOX ALDER TREE
<br /> 16CQ LAND TREEA�
<br /> YANALD
<br /> #16\F\ \ Z DECIDUOUS TREE C CEDAR TREE
<br /> \22rAL0\ O F FIR TREE
<br /> \ C 78 TREE
<br /> S H HEMLOCK TREE
<br /> I R
<br /> H
<br /> CB-I A \ 1 i \ \ \ \ Z M MAPLE TREE
<br /> 1�"HRIM 360,60 C
<br /> IE NW 354.25
<br /> /E SE J54.4 8 H
<br /> T 35290 MpB/F 8481.91BO DHA 294
<br /> \ _ �8.0 5 N S
<br /> \! O 5242.722 TOPOGRAPHIC MAPPING
<br /> 80 \ 2 \L 294.29' THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE
<br /> (DHA)
<br /> E tl 1.ALL MONUMENTS VISITED DURING SEPTEMBER 2019 UNLESS HARTMAN&ASSOCIATE$INC DNA COMPLETED IN SURFACE F 2019E OD ASSUMES
<br /> EP
<br /> 1 n \\ OTHERWISE NOTED. NO LIABILITY,BEYOND SAND DATE FOR ANY FUTURE SURFACE FEATURE MODIFlCAT10N5
<br /> 32' \ \ \ 1 3,59,32E \ \O` \ OR CONSTRUCTION ACTIVIT/S THAT MAY OCCUR IMTHIN OR ADJOINING THE PERIMETER
<br /> CB -- 1 \ \ 30:b0 \ 2.EQUIPMENT THE PRIMARY MEASUREMENT EQUIPMENT U77LIZED OF THIS SURVEY.CONTACT DHA(425/483-5355)FOR SITE UPDATES AND VERIFICATIONS.
<br /> RIM 357.61 \ a G \ f 1 (@ 2 \3q? \ \ \ \ \ \ \ \ \ m\ \\ IN THE PERFORMANCE OF THIS SURVEY WAS A LE/CA MS-60
<br /> IE NW 355.01 C\ G \ I I \ 1 2b" \ ;\ \ \ J�F \ o \ ELECTRONIC TOTAL STATION,SERIAL No/883508_ UTILITIES
<br /> MAPPING
<br /> IE 5 355.01 \\ \ To \1 1 A 1 9\-1� \ \ IRON PIP I \\ \ \ \ \ 3 6 \ \ �?�\ o\ \ a THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES AND ALL EVERT/CALLY PRIOR TOO ANY CONSTRUCTION. ALLN ARE TO ALL EXS NGRFEA TURESY
<br /> BOT 352.9/ \,1\� c+ 1\ I \\ \ \ 1 DNH8424.7 \ o, \ 4.4 ND OF \. \ N (n
<br /> No \ \C EI506�.837 I �\ _�tP OPERTY LINE \ 14 F GB \ \ \ \1 OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 RCW INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCA liON
<br /> J6 5o AND CHAPTER 332-IJO WAC. OR FIELD 77ED AS A RESULT OF A UTILITY PAINT-OUT DURING THE COURSE OF
<br /> 1 \ \ 1, I I3418516 . \ > \ THE FIELD SURVEY. DUANE HARTMAN&ASSOCIATES,INC.(DHA)ASSUMES NO
<br /> E I / FOUND 3/4"IRON PIPE \ \\\ro \\ 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY
<br /> \I 14'C I 40IC I ` / N167T00'W-4.25' \ \ \ CURRENT TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER pA/NT--OUT. FOR THE FINAL LOCATION OF THE EX157ING UTILITIES/N AREAS
<br /> r^` 777(((111 IIF {\-,\� _\ -/ `�',,7,T�/S i Zg6 I -, \ DOCUMENTS OF RECORD THAT EFFECT THIS PARCEL THAT WOULD
<br /> 0 \ I I I I y\\ _� _�/ / ' 40 F R1-FOUND REBAR/CAP \ \ \ \ \ BE
<br /> PDOIRSOLOSED BY THE PROCUREMENT OF A CURRENT 777LE CRITICAL TO CONSTRUCTION,CONTACT THE UTILITY ONNER/AGENCY AND UTILITIES
<br /> DHA 3016-45 UNDERGROUND CENTER(800/424-5555),
<br /> Inzi
<br /> / \ ` n HUB AND TACK
<br /> o\\ 1 1 I ' I pp / p �.15'3 _/ "DOWNING LS 12345' D N 8458.325 \\ 5. THIS SURVEY REPRESENTS THE EXIS77NG PLAN/METRIC
<br /> 1 £ I I PP/18 F 0 18•r+ \ E DHA�1945-i6 0.22'S X 0.28'W \ v E 5293498 \ FEATURES AS THEY EXISTED ON SITE AS OF SEPTEMBER 9,2019E TELECOMMUNICATIONS�F/BER CP�iC DiBCLAVMER
<br /> r O 3'F� hV / / 73.59 N 8461.019 EX.HUB N PROPERTY LINE \ SSMH 48" \ EL 304.39' g` \ RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE
<br /> RIM 296.26 \
<br /> o I 19 E 5146.763 \ 6.DISTANCES SHOWN HEREON EXPRESSED/N US SURVEY FEET. NOT ALWAYS AVAILABLE TO THE PUBLIC.DHA HAS NOT CONTACTED EACH OF IHE
<br /> \ I II J2"F EL 328.50' IE NW 290.91 \ \ \
<br /> moo\ IE SE 291.05 �n g ADDRESS,: MANY GROUND/LINES IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE
<br /> C M 75I o} Rl-FOUND REBAR/NO CAP N\ \\ \ NOTUNDEACCEPT R RESPONSIBILITY FOR THE EXISTENCE EXISTENCE OF UNDERGROUNDRE,DHA DOES
<br /> \ 0.06'N X 0.02'E T 4326 CRESCENT AVENUE,EVERETT, WASHINGTON 98204E
<br /> J I \ \ THE LOCAOMML TELEC NJURISD C710NeE ASPALWAY�KNICH ARE NOT MADE PUBLIC
<br /> 800-424-5555 BEFORE
<br /> WITH
<br /> o I W$$5.7 lid SNOHOMISH COUNTY TAX PARCEL Na 00408000f0-0020,
<br /> WV 1 O T 355.p4�m I FOUND 3/4'IRON PIPE \ o"\ \ CONSTRUCTION.
<br /> TOP CASE 35Z7 \ t--1 I i 1 ,� I N0678150"W-3.88'
<br /> TOP NUT 351.5
<br /> 6 I I DF/A 3016-46 -
<br /> RIM 3 CB-I 7h I� III IRSBAR/CONTROL CAP \ \ \
<br /> IS E 3557.68 n MI n N 18421.038
<br /> IE N 355,78 -� SD �///���q )I / IE 5015.900
<br /> IE S 356.OJ < 8"PVC /g / EL 35725' w
<br /> SOT 355.48
<br /> B f�t4te LATm
<br /> N16'00'28"W
<br /> 5.99 -
<br /> 09.19.19
<br /> BIA A�II FW/T CK&LEAD N DATE
<br /> ON
<br /> DOUGLAS A.HARTMAN
<br /> CO r T 7M-- IN CASE PROFESSIONAL LAND SURVEYOR CERTIFICATE No.36798
<br /> JJ l/ SITE BENCHMARK NAVD88 ELEV=JOZOD
<br /> DRAWN BY DATE SUBTITLE LAST REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE " DUANE HARTMAN & ASSOCIATES, INC. ACCEPTABILITY AA
<br /> D 07.07.20 TOPOGRAPHIC SURVEY SHEET i
<br /> THIS DESIGN AND/OR CHECKED 07.07.20 OF
<br /> Surveyors SPECIFICATION IS APPROVED
<br /> E APPROVED BY DEPT. �� CHECKED TALE LOT 6 and 7, BLOCK 15 t
<br /> 16928 ®OODINVILLE-REDMOND ROAD, SUITE B-107 JOB NO. 19-2945/20-3016
<br /> WOODINVILLE, AASBINGTON 98072 1APPROVED VICTORY HEIGHTS DWG.NO.
<br /> e (425) 483-5355 FAX (425) 483-4650 APPROVED EVEREIT WASHINGTON 19-2945BNDRY-TOPO.DWG
<br />
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