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SW 1 /4, SW 1 /4 SECTION 8; NW 1 /4, NW 1 /4 SECTION 17; NE 1 /4, NE 1 /4 SECTION 1 8; ALL IN TOWNSHIP 28 N, RANGE 5 E, W.M.
<br /> NOTES CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON m
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<br /> 1.HORIZONTAL DATUM:NAD 83/91-WASHINGTON NORTH ZONE BASED ON SNOHOMISH COUNTY SURVEY CONTROL. SAID RIGHT OF WAY MARGIN 170.79 FEET TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 69°00'59"EAST 195.73 FEET TO Z p� SEE DETAIL I r U1�
<br /> THE WESTERLY RIGHT OF WAY MARGIN OF P.S.H.NO.1(1-5);THENCE NORTH 18°51'D4"FAST ALONG SAID RIGHT OF WAY LEGEND p N`" 4
<br /> 2.
<br /> S OF
<br /> SITION:HELD
<br /> RGIN 193.93 FEET TO THE
<br /> T CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED UNDER
<br /> ING
<br /> 339 320I496,E 11,,303,993 033 GROUND). NUM
<br /> •A WIRE SET INTO TOP OF CONCRETE FILLED PIPE IN CASE,STAMPED°I53162".IN NU HT R WAY MARE N of SA DT IGHWAY"W ST ALONGNCE THE
<br /> H SOUTHERLY0 WEST ALONG SAD RIGHT OF WAY MARGIN 1�9 79 FEET • BOL BOLLARD T(] TE8 TELEPHONE BOX ZnO BELOW N1.04'0�,0�gOROuNO V o
<br /> 3.BASIS OF BEARING:HELD BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND GP31005-87-WSDOT BRASS DISK TO THE TRUE POINT OF BEGINNING. I y / SNOT• p Z
<br /> SET INTO BRIDGE DECK,IN 338,230.954,E 1,303,506.297 GROUND)TO BE S 24°04'19"W PER DIRECT INVERSE. ❑ CB A CATCH BASIN TYPE A (1) TER TELEPHONE RISER --- _ _-____- - (�• p O
<br /> PARCELS: BROAD WAY CUTOFF 1 - - - -----_- `r y
<br /> CLF CHAINLINK FENCE ❑S TSB TRAFFIC SIGNAL BOX 01 ,i - co
<br /> a.VERTICAL DATUM:NAVD lsea (STATE HIGHWAY 24) 1 Q N88'O6'S6"W _ -
<br /> A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8,AND THE NORTHWEST QUARTER OF CONC CONCRETE TSF TRANSFORMER 13.82 -�N21°00'00"E 622.36
<br /> MASTER BENCHMARK:SNOHOMISH COUNTY SURVEY CONTROL POINT SNO"GP31005-87-FOUND WSDOT BRASS DISK SET THE NORTHWEST QUARTER OF SECTION 17,AND THAT PORTION OF LOT 1,BROADWAY HEIGHTS,DIVISION NO.1,ACCORDING TO 7EL
<br /> FLUSH WITH THE TOP OF BRIDGE DECK.SEE WGS SURVEY DATA WAREHOUSE DATABASE FORA MORE DETAILED THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS,PAGE 47,TOGETHER WITH VACATED STREET ADJACENT TO THE EAST COR CORNER ®TSR TRAFFIC SIGNAL RISER 257.77 170.79(DEED) -193.80 ITTI
<br /> -
<br /> DESCRIPTION.ELEVATION=474.18 FEET.NAVD 1988. LINE THEREOF,ALL IN TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M.IN SNOHOMISH COUNTY,WASHINGTON,DESCRIBED AS / � \FOLLOWS: Q CB2 CATCH BASIN TYPE 2 © TVR CABLE TV RISER .% ` -SITE BM#1:GOLDSMITH SURVEY CONTROL POINT WTF•2-SET CONCRETE NAIL AND TAG 11.2 FEET EAST OF THE EDGE OF EB ELECTRIC BOX -O'-UP UTILITY POLEPAVEMENT ALONG THE WEST SIDE. PROPERTY AND 15.E FEET SOUTH EL THE JOG IN THE CHAIN LINK FENCE SOUTH OF COMMENCING AT THE CORNER COMMON NC SAID SECTIONS 8,17 AND 18;THENCE SOUTH 88°07'A EAST ALONG THE LINE EL CDT ELECTRIC CONDUIT © VLP POWER VAULT NO09 ,THE ENTRY WAY TO THE PROPERTY.SEE MAP FOR PLOTTED LOCATION.ELEVATION=444.28 FEET.(N 339,148.902,E COMMON TO SECTIONS 8 AND 17,A DISTANCE OF 14.17 FEET TO THE EASTERLY RIGHT OF WAY MARGIN OF HIGHWAY 2J;1,303,599.738 GROUND). THENCE NORTH 20°59'01"EAST ALONG SAID HIGHWAY MARGIN 170.79 FEET TO THE TRUE POINT OF BEGINNING;THENCE SOUTH \ PARCEL o aPARCEL69°00'59"EAST 195.73 FEET TO THE WESTERLY RIGHT OF WAY MARGIN OF P.S.H.NO.1(1-5);THENCE SOUTH 18°51'04"WEST EP EDGE OF PAVEMENT ® WM WATER METER 0• O e, oSITE BM#2:GOLDSMITH SURVEY CONTROL POINT WFT•3-SET REBAR IN THE SOUTHEAST CORNER OF GRAVEL LOT AT THE ALONG SAID RIGHT OF WAY MARGIN 1.35 FEET TO A POINT OPPOSITE HIGHWAY ENGINEER'S STATION 48+77.01;THENCE SOUTH FH FIRE HYDRANT WSP WATER SPIGOTND'NORTH END OF PROPERTY AND 28.0 FEET NORTHEAST OF CATCH BASIN IN ASPHALT NEAR WATER SPIGOTIBOIL AND 5.0 21*1T37"WEST ALONG SAID RIGHT OF WAY MARGIN 233.54 FEET TO THE NORTHERLY RIGHT OF WAY MARGIN OF STATE i y� b, /A \F T is 0 50 100 2O0
<br /> FEET NORTH OF WOOD STAIRS DOWN TO GRASS AREA.SEE MAP FOR PLOTTED LOCATION.ELEVATION=430.76 FEET(N HIGHWAY NO.526 OPPOSITE HIGHWAY ENGINEER'S STATION 132+50,BEING A POINT OF CURVATURE,THE RADIUS CENTER OF FNC FENCE WTF- GOLDSMITH SURVEY CONTROL POINT ( s Q"d ery /�; \ \ z z
<br /> 339,405.672,E 1,303,801.926 GROUND). WHICH BEARS NORTH 51°07'03"WEST 300.00 FEET DISTANT;THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE �'�t, ? /_ '\ \us SCALE: 1"=100RIGHTTHROUGH ACENTRALANGLE OF 21°41'34"AN ARC DISTANCE OF 113.58 FEETTOTHE SOUTH LINEOFTHE NORTH 2O0.00 FND FOUND D4 WV WATER VALVE 1 PAR • N21°24'40"E \
<br /> 5.SEE ALTA/ACSM LAND TITLE SURVEY FOR EVERETT STORAGE DATED JULY 11,2014 FOR MORE COMPLETE SURVEY CONTROL FEET OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17;THENCE NORTH 88°07'22"WEST PARALLEL f C \ / 232.36 _ \ .:... ,• 1° 193.93
<br /> BOUNDARY INFORMATION. TO THE NORTH LINE OF SAID SECTION 17 TO THE WEST LINE THEREOF;THENCE SOUTH 0°52'00"WEST ALONG THE WEST LINE OF ® GM GAS METER ® YD YARD DRAIN .-.
<br /> THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17 TO THE NORTH LINE OF STATE HIGHWAY -13 GV GAS VALVE E UNDERGROUND POWER LINE 1=N�� `\ / \ \ 196.31
<br /> 6.TOPOGRAPHIC AND PLANIMETRIC INFORMATION HEREON WAS OBTAINED ON JUNE 17 THROUGH 19,2014 AND IS CURRENT TO SR-526 AS ESTABLISHED BY DEED TO STATE OF WASHINGTON RECORDED UNDER RECORDING NUMBER 2060872;THENCE cn I'("'
<br /> t N1196.3 4"E
<br /> THOSE DATES ONLY. WESTERLY ALONG NORTHERLY RIGHT OF WAY MARGIN OF SR-526 TO THE EASTERLY RIGHT OF WAY MARGIN OF SAID HIGHWAY IBX IRRIGATION BOX -G GAS LINE N6 n�n \/ Zrn\ \\
<br /> 7.ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. BEGINNING. LP
<br /> NORTH 20°59'01"EAST ALONG SAID EASTERLY RIGHT OF WAY MARGIN 428.57 FEET TO THE TRUE POINT OF LP LIGHT POLE OHU- OVERHEAD POWER LINE NIL C*O Z p _-��_ NaCO.�__�_
<br /> n t'rn 11 7- mo,-• SNO*iS3162 PRIMARY STATE HIGHWAY NO.I
<br /> 8.UNDERGROUND UTILITIES SHOWN HEREON ARE PERA COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURES, PARCEL C: 0 MB MAILBOX SD- STORM LINE �=O O-O-1 •rn rn� \ STATE ROUTE 5)
<br /> m�-A cn __ w \ (BASIS OF POS1710N)
<br /> LOCATION AS PAINTED BY AN UNKNOWN UTILITY LOCATE COMPANY AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR.ALL MON MONUMENT SS- SANITARY SEWER LINE A O y r z -- __N24.04'19"E f
<br /> LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL LYING NORTHWESTERLY OF ALINE DRAWN PARALLEL WITH AND 50 m � 1193.34 - --____ \ \ FND WIRE SET INTO TOP
<br /> FEET NORTHWESTERLY,WHEN MEASURED AT RIGHT ANGLES AND/OR RADIALLY,FROM THE SW RAMP LINE SURVEY OF SR 5, N'O-A SNO*GP31005-87 (MEASURED) (BASIS OF BEARING _ OF CONC FILLED PIPE IN
<br /> PLA PLANTER T TELEPHONE LINE z p
<br /> SWAMP CREEK TO JET.SSH NO.2J: O N m FND WSDOT BRASS DISK ) � -� CASE, STAMPED IS 3162"
<br /> LEGAL DESCRIPTION O RCF REBAR&CAP FOUND X FENCE LINE r -A0 A SET INTO BRIDGE DECK _ _ ___---
<br /> THE SOUTH 200 FEET OF THE NORTH 400 FEET OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST o Z
<br /> QUARTER OF SECTION 17,TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M.IN SNOHOMISH COUNTY,WASHINGTON. SIGN SIGN v Z
<br /> PARCEL A: \
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<br /> TOGETHER WITH ALL THAT PORTION OF VACATED BROADWAY CUTOFF(STATE HIGHWAY 2J)THAT ATTACHES BY OPERATION OF (�SMH SANITARY SEWER MANHOLE
<br /> A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION B,TOWNSHIP 28 NORTH,RANGE 5 EAST,
<br /> LAW.IN SNOHOMISH COUNTY,WASHINGTON,AND A PORTION OF VACATED BROADWAY CUTOFF,DESCRIBED AS FOLLOWS: - \\ / 'O N
<br /> COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 8;THENCE SOUTH 88°07'22"EAST ALONG THE SOUTH LINE �M=443.73 \ > mTHEREOF 14.17 FEET TO THE EASTERLY RIGHT OF WAY MARGIN OF STATE HIGHWAY 2J;THENCE NORTH 20°59'01"EAST ALONG 8"(E)=429.88 \ / 1 6
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<br /> N8806'56"W�\IN, �\"I` 13�a7-
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<br /> ------------------------------------------ � � 257.77 _, •\ \170.79(DEED) o
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<br /> DETAIL / �� \\�
<br /> BROADWAY , SCALE 1"=10' / A \�p'D= 0
<br /> / CROSS WALK CB A
<br /> PEOESTRIAN RAILING
<br /> 0 RIM=437.06
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<br /> RIM=445.03 61 /CB A / CB w w w w w w w-__ - -w- --- -w_ "p/ RIM A44)05 \w IE 82(())4333766 PEDESTRIAN RAILING
<br /> IE 8"(N)=440.93 CB A PEDESTRIAN RAILING w IE 12"N-436.45-w w g"DI
<br /> IE 6"(S)-440.93 RIM=444.73 WV IE 8(W)=436.85 0 _W_ w W
<br /> GUARD RAIL IE 12"(NW)=439.76 IE 8"(S)=442.28so
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<br /> 8"IE=444.92 VLP
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<br /> CURB EP CAT 6'CLF EP /` - RET WALL RfM=432.A --��- ��_� J- -.. 6 CLF __._- _ _.- 7
<br /> 2 4 N WEST LINE OF VACATED CB A �. •'"IE 6"(S)=430.96�' --' �11111
<br /> BROADWAY CUTOFF � SITE RIM=444.39 2 FPIE 12"(W)=430. D.
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<br /> WSP c2„__,_�.-_,_-- _ - KEYSTONE RE
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<br /> i IE 6'(N)=442.07 Pam' '� WSP
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<br /> 440 .SMH �,,.� ''�� � _ -_- � --- __----- U
<br /> RIM=437.
<br /> IE 8"(W) 430.81
<br /> P5e't• / ss- IE 8"(S-430.96 __ 1 PIPE? PSP
<br /> asSS � _ �`o PSe�P\,t 1�PIPE?
<br /> / ES -_ WALL f/ PAINTED J ary
<br /> �pO 430
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<br /> TRENCH 4' ' / OUTLINE
<br /> s YD pLA f 1 BOL(TY 430
<br /> / WALL WSP
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<br /> /ss 'o'�� RLANTER \ P
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<br /> \ R2 + RIM=443.25 66 / i D°5` c F,
<br /> BOL
<br /> \ \ IE 8"(N)=433.41 i / WSP
<br /> EAST LINE OF VACATED
<br /> BROADWAY CUTOFF - CB 2 CB A /
<br /> IE 12"(E)=424.44 IE 12"(SE)=42730 //
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<br /> 0 ..• EB i \ „�j T00 SHALLOW TO
<br /> y- MEASURE PIPES TO G / Z
<br /> CITY OF EVERETT RETAINS AN EASEMENT TO \ THE WEST OR NORTH 2-1"EL CDT / '-
<br /> CONSTRUCT,OPERATE,MAINTAIN,REPAIR& O
<br /> P r_-__-_-__--�' \ // --'�J
<br /> REPLACE ALL PUBLIC UTILITIES UNDER,OVER& '� •-�' p - \ ----
<br /> \ \ \ ACROSS VACATED STREET PER REC#8101260071 \ ter'-''"J~� R -a SITE BM//2 ____ p`L8� \ ~ // A m
<br /> WSP _Q? - - /" / // W
<br /> �1. '1' �P�'S r.--`- ....�"_1 S _._,.,,,432' 142 z ---426--
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<br /> SVJ1 YD TEB PSe�P IE 12'()=424.42Z81 s424.,..-_"",�--""
<br /> \ 'f �`)' a RIM=428.6 \ IE 12"(E)=425.31
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<br /> \ z IE "(E)=427. \ IE 12"(W)=424.41
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<br /> CB A so
<br /> RIM=430.51 d
<br /> WAS RAIN TER N n ,8 IE 12"(N)=427.41 I�sD- P55 .-- -422... GRP55
<br /> M IE 12'(S)=827.51 6D
<br /> \ CB A 'd' IE 6"(W)-427.61 1 l�Alf. A
<br /> \ 438 RIM=436.03 MV' /'�• 4_/'7NS-A
<br /> .._.. IE 12'(N)=433.03 1 so \ Q
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<br /> CB 2 L CB 2 2"IE=23.25 Y,r'.."-'' 4,Z0•---"'.- t Jr 5
<br /> \ '"• RIM=430.17 -I -6ED1'CN-' RIM=428.I9 /' RIMCB A422.23
<br /> • \\ \l.]"� EP CURBING IE 36'(N)=419.42 If 16'"(S)=418J6 IE 12"(S)=418.78 1 CF ):1p Ic R
<br /> •.,� •k-a-� / IE 12"(N)=421.49 'IE 15"(E)=418.68 __ - -----4
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<br /> IE 12"(NE)=418.76(W/OIL SEP) IE 15'(W)=418.78 Y / _ - IC RKS PE ISM I OPRSON
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<br /> Y, T� __,__ ......-- IE 12"(W)=421.94 --....
<br /> 0.1 `X-Q,2„E o '�, X�6'C X �'-- X X-�- X X X X X JCMVNGINE ECr. APPROVAL ,OR-•'rHis PROJECT 19
<br /> Know what's below. 43 ro m 4 6� \R R 32 $ - 6 -� - X X X�F" -416"' LINDCONDEX STANDARD
<br /> PIR@ 1110 Rfl NlT1NLESS PER
<br /> 0 10 20 40 6a 6 M n 3 3 4 �� �Jf T r` _ t00fNNN8$$
<br /> 42 42 v 4 422 0 41 S' _-
<br /> c " „ 2 N NAS BEEN ISSUED
<br /> Call before you dig. i - m /-�� m I_5
<br /> SCALE: 1"=20' �� � � � � �-'____",`--" � 1 �
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<br /> REV NO. DATE DESCRIPTION MADE BY CHECKED PLOTTED: 2015/08/04 10:42 SKIM ` KEVIN&RENE MULVANEY JOB No. 14114
<br /> 2-12-15 PERMIT SUBMITTAL EM LN DRAWN: Q ENS a ID •NY SHEET
<br /> .�I 1 3-2-IS BID SET BE SK APPROVED: 0" As�f
<br /> 2 6-19-15 REVISED CONSTRUCTION PLANS MB SK FIELD BOOK: EXISTING CONDITIONS PLAN
<br /> GOLDSMITH 3 7-23-15 REVISED PER CITY'S COMMENTS,DATED 7/8/IS MB SK 98� FOR
<br /> 4 8-4-IS REVISED PER CITY'S COMMENTS,DATED 8/3/15 MB SK F,9 "g,•. 9.• G
<br /> LAND DEVELOPMENT SERVICES DIsr . • i��� EVERETT STORAGE PROJECT
<br /> 1215 I41h Ave SE.Bellevue.WA98004 i v.BodsmMeBellevue,WA98009 M:\ACAD\PLATS\14\14114\CONSTRUCTION SET\14114XO1.DWC 8407 BROADWAY,CITY OF EVERETT SNOHOMISH COUNTY,WASHINGTON
<br /> T 425 462 1080 F 425 462 7719 www.goldsm@hengineering.com
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