|
T�LOCK1737 (� SEC.
<br /> '����p +ry RE W.M. SURVEY DATA 0
<br /> CB #20478 SSMH #21291 MAG 271 SSMH #21294 PT ■ �•+ SE 1/4 OF ti7 E V■ 17, 1 11 V 1-" G ■9 R
<br /> RIMB2 41.57 RIM 42.12 EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN
<br /> RIM 40.81 #271, ELEV=42.74 24" CONC IE 29.84 (W) AND OTHERS IN THIS PLAN SET THAT WERE USED AS A BASIS FOR DESIGN REPRESENT FIELD z
<br /> 8" CONC IE 38.82 (SE) 18" PVC IE 20.51 (N) N 366235.852 24" CONC IE 29.63 (E) SURVEY DATA AND MAPPING PREPARED BY OTHERS AS PROVIDED BY AXIS SURVEY & m
<br /> SSMH #21292 18" PVC IE 20.49 (SE) E 1309141.599 SDMH #21290 MAPPING (AXIS JOB. NO. 17-028) AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS.
<br /> RIM 42.92 12" PVC IE 20.80 (NW) RIM 42.06 THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE BASE MAP INFORMATION PROVIDED BY
<br /> 48" CONC (NW & SE)
<br /> IE CTR CHANNEL 29.08 ISLANDS-BRICK 12" CPP IE 36.88 (SE) AXIS SURVEY & MAPPING:
<br /> STAMPED CONC 8" CPP IE 37.11 (SSE) FND 1 xl" STEEL BAR
<br /> 8" CONC IE 36.86 w
<br /> SSMH #21293
<br /> 8" ( )TOP GATE VALVE 37.60 (SE) (DISTURBED) 0.06N. x 0.1'E. EASEMENTSANDRLEGALO
<br /> N DESCRIPTION ARE BASED ON THE FIRST AMERICAN TITLE INSURANCE COMPANY RIM 42.44 W/ TRAFFIC 2/16/2017)
<br /> NOT FOUND 24" CONC lE 30.82 (W CB #20086 TITLE REPORT, COMMITMENT GUARANTE, FILE NO.: NCS-821773-WA1, DATED OCTOBER 28, 2016 AT d
<br /> SIGNAL 7:30 A.M.
<br /> (CALCULATED POSITION) 24" CONC IE 30.34 (E) RIM 41.66 TRAFFIC SIGNAL - 3'DIA. CONC BASE
<br /> 18" PVC IE 30.92 (SW) 8" CPP JE 39.49 (NW) W/ STREET SIGN & PED CROSSING LEGAL DESCRIPTION: °°�
<br /> TRAFFIC SIGNAL W/
<br /> cn
<br /> SSMH #20119 STREET SIGN, LIGHT TIE MDN TIE PARCEL A: Lli
<br /> SSMH #21296 RIM 42.29 & PED CROSSING #268, ELEV=41.80
<br /> RIM 50.30 18" PVC IE 32.05 (NE) N 366295.307 LOTS 24 AND 25, BLOCK 324, RIVERDALE ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN
<br /> 24" CONC (W & E) 10" PVC IE 32.51 (W) E 1309250.247 VOLUME 10 OF PLATS, PAGE 45, IN SNOHOMISH COUNTY, WASHINGTON. LU
<br /> a.
<br /> IE CTR CHANNEL 33.12 ,`�., . FND BRASS PLUG IN LEAD FILLED 4" IP IN u)
<br /> X G eEVA= 42.82' ��., TIE MIC TIE PARCEL B:
<br /> #308, ELEV=42.92CASE, DN. 0.5f
<br /> SET CHISELED "SQUARE" #200, ELEV=41.81 CITY OF EVERETT z 0
<br /> 0N 366265.746 IN BACK OF CONC WALK N 366295.339 STA NAME: 722 02 01 LOTS 17 THROUGH 26, INCLUSIVE, BLOCK 325, RIVERDALE ADDITION, ACCORDING TO THE PLAT
<br /> THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 45, IN SNOHOMISH COUNTY, WASHINGTON; :-.1BS 208E 1309065.813 X TIE E 1309250.224 N 366295.339/E 1309250.234 > co#208, ELEV=42.94 ELEV=41.807' > co
<br /> #21326, � � � TOGETHER WITH THAT PORTION OF VACATED STATE STREET AND 17TH STREET ABUTTING SAID � n.
<br /> ELEV=42.94 N 366265.746 \ N88 0016'W 52.76 (2/14/2017) PROPERTY, PER CITY OF EVERETT ORDINANCE 629-79, RECORDED MAY 02, 1980 UNDER RECORDING
<br /> NO. 8005020229, VOLUME 1668, PAGE 1501, RECORDS OF SNOHOMISH COUNTY, STATE OF 0)
<br /> N 366265.746 E 1309065.831FND 1'xl" STEEL BAR WASHINGTON.
<br /> _ E 1309065.830 ! (DISTURBED) 1.17S. x 0.47'E. X 269
<br /> BASIS OF BEARING - _ (2/16/2017) #269, ELEV=45.27 C]MAG* 270 TOGETHER WITH LOTS 5 THROUGH 20, INCLUSIVE, BLOCK 324, RIVERDALE ADDITION, ACCORDING TO r-VINYL FENCE iS 3.4NE OF LN.N8800'16"W N 366164.267 THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 45, IN SNOHOMISH COUNTY,
<br /> 752.46'MEAS 270, N 111‘..,,
<br /> WASHINGTON# g �� E 1309384.122 CB 20213 O QOp a ,. . SSMH #21289
<br /> - _ 1343-83' ELE17=='45,38 ,-. BS 269 RJM 44.14 z��� _ �� AMP:, RIM 43.55 TOGETHER WITH THAT PORTION OF VACATED STATE STREET AND 17TH STREET ABUTTING SAID
<br /> N 366306.363 _ 0 -.,�
<br /> D � � � � � --- � '-w 18" PVC 1E 19.81 (NW) #21347, ELEV=45.27 8" CPP IE 40.94 (NW) PROPERTY AND THAT PORTION OF THE EAST-WEST ALLEY WITHIN SAID BLOCK LYING BETWEEN THE
<br /> E- 13 7-8 157 ` NIS i 2 CONC IE 19. 8" CPP IE 40.84 (SE)
<br /> sfl- 1" 40 (SE) N 366164.257EAST RIGHT-OF- WAY LINE OF STATE STREET AND THE SOUTHERLY PROJECTED EAST LINE OF LOT 9
<br /> 16TH STREET
<br /> 7� Nfl.: ►•
<br /> AUt .'�-' A. CB #20037 E 1309384.140 NW EDGE GATE TCLFNC OF SAID BLOCK PER CITY OF EVERETT VACATION ORDINANCE 629-79, RECORDED MAY 2, 1980 UNDER
<br /> T! RIM 43.06 W/3-STRAND BARBWIRE IS RECORDING NO. 8005020229, VOLUME 1668, PAGE 1501, RECORDS OF SNOHOMISH COUNTY, 'r'
<br /> 3`-. BS 269
<br /> - 1.6NE OF LN. WASHINGTON; ,
<br /> `` 12" CPP IE 37.75 (NW)
<br /> ;; - � » 21391, ELEV=45.28
<br /> -� N42 0513 W 25.27 # SE EDGE GATE 7'cLFNC - .i� '1,0;
<br /> N 366164.252 W/3-STRAND 7CLFRE TOGETHER VYITH LOTS 1 THROUGH 3, INCLUSIVE, AND THE NORTH 10 FEET OF LOT 4, BLOCK 398, Y
<br /> ----- -- - yr--
<br /> �°� NO 43'S6"E 7.36' RIVERDALE ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE
<br /> a•
<br /> SSMH #21295 - i-:,r E 1309384.133
<br /> RIM 50.30 BS 20 Hip\
<br /> NW END 4'CLFNC IN ALLEY WAY 45, IN SNOHOMISH COUNTY, WASHINGTON; �' t,
<br /> TRAFFIC LOOPS �. +�- ECOLc}GY 0 , »
<br /> 12" PVC IE 35.33 (NE) #2134 is 4 BLOCKS N42'0455 W 51.54 FND 1 1/2" IP, UP 0.2' �` #"- •
<br /> �
<br /> 10" PVC IE 35.19 (E) 24' ; ;,T • Qt (2/16/2017) TOGETHER WITH THAT PORTION OF THE VACATED ALLEY PER CITY OF EVERETT ORDINANCE 2821, I ,
<br /> la ELEV= 2.95 f - N68 38 49 W 11.18'
<br /> PVC IE 35.23 (W) SDMH #21327 SHEp ^-� � , � ���'� � LYING NORTH OF THE EASTERLY PROJECTED SOUTH LINE OF THE NORTH 10 FEET OF SAID LOT 4;
<br /> N 366265.751 r Co;� ' SHOP IS: 6' CLFNC W CB #20360 c y�}� {��
<br /> 8" PVC IE 35.20 (S) NE RIM 39.09 � lh' / 6' CLFNC W/ RIM 43.99 AND TOGETHER WITH THAT PORTION OF VACATED 17TH STREET AND STATE STREET ABUTTING SAID (�1
<br /> 1 8" PVC IE 35.54 (SE) % ST RY D.: LN tma mmo�c�r _:._.
<br /> E 13D 065.8 5 `` v \ 3 STRANDPROPERTY PER CITY OF EVERETT VACATION ORDINANCE 629-79, RECORDED MAY 2, 1980 UNDER Jy
<br /> •. 40 ,�) 12" DI IE 25.01 (SSE) �, a \4o. Ix) ° +7X 5 PAVE \\` ±'400,
<br /> BARBED WIRE 3-STRAND BARBED WIRE 8" CPP IE 41.47 (SE) RECORDING NO. 8005020229, VOLUME 1668, PAGE 1501, RECORDS OF SNOHOMISH COUNTY, STATE OF
<br /> O \ SE END DOUBLE SWING GATE 4" PVC IE 41.49 (NE)
<br /> RIVERDALE ADD. TO24" DI IE 19.72 NE OVERHEAD LINES W OD - �a +' V
<br /> ` CB #20038 SOLID WASHINGTON;
<br /> EVERETT 4" CPP JE 32.53( v)CONNECT TO BUILDING FR MED I , 445 CB #20242 SOLD LID
<br /> O SHED BUI DING ( 4 -_ RIM 44.41 TOGETHER WITH THE EAST 102 FEET OF LOTS 30, 31 AND 32 AND THE NORTH 10 FEET OF THE EAST
<br /> VOL. 10, PG. 45 , �� RIM 44.264' CLFNC Dc� DG 0. y. ' 4'C.RN' 8" CPP IE 41.51 (SE) 8" CPP IE 39.01 NW_•Th►c � ; :GET• I0, � / r. j4 . ESMr. ( ) 102 FEET OF LOT 29, BLOCK 397, RIVERDALE ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED
<br /> T CLFN / r +► 8" CPP IE 41.36 (SW) 10" PVC IE 38.80 (SE) IN VOLUME 10 OF PLATS, PAGE 45, IN SNOHOMISH COUNTY, WASHINGTON;
<br /> W END 4' ,'d- , 00 REc. •
<br /> ' SWING GATE . `' .NE ENIktSWIN e e A T ® T �, � o0so 'os.
<br /> b � ti YD #7086 SSMH #21208
<br /> I ' CLFN. - W/. ; 'n Q A-7 �� \ RIM 4.55 RIM 43.85 TOGETHER WITH THAT PORTION OF VACATED STATE STREET AND 17TH STREET ABUTTING SAID
<br /> j CB #21088 -STR D BA4B'D WIRE ) '1,04* -a ® N.V. ,. 48" CONC IE 27.05 NW PROPERTY AND LYING EASTERLY OF SAID PROJECTED EAST LINE OF THE NORTH-SOUTH ALLEY, WITHIN
<br /> RIM 38.66 Q1"W 4 03 ® "l •, \ 6" CONC IE 43.52 (SW) (
<br /> THtCI s � �� r. ss 48" CONC IE 26.88 (SE
<br /> BLOCK 325 OF SAID PLAT PER CITY OF EVERETT VACATION ORDINANCE 629-79, RECORDED MAY 2,
<br /> ! 8" PVC (NE) �i �,� ,c BRUSH a� ^�y �� TOP 10" CAP 39.56 (SW) 1980 UNDER RECORDING NO. 8005020229, VOLUME 1668, PAGE 1501, RECORDS OF SNOHOMISH
<br /> TOP ELBOW 3 '.98 �e; - I hj` s s , q.. SSMH #21207 COUNTY, STATE OF WASHINGTON.
<br /> 4' CLFNC `I :i!`a , n ? t' ♦ RIM 43.82
<br /> 59 4 IjV 1?9.93' I \' �� 's \ ELECTRIC FLOW MONITOR TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF z
<br /> SDMH #21340 !t I O SE END 14 0' •�A,� \ 48" CONC IE 26.79 (NW) SECTION 17, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON, AND 0
<br /> THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 16 TOWNSHIP RIM #21 ' 0 / r 'e ' ►0 BLE S I v 1• 48" CONC IE 26.65 ESE ~
<br /> C1JN0 PILE tee►' `� (ESE) CD
<br /> 6" PVC IE 43.76 (W) ` ` END 1/2"\gEBiR AND CAP, . S#)7968 S CP' R 9' \ �,w 29 NORTH, RANGE 5 EAST, W.M., LYING SOUTHERLY OF 17TH STREET AND WEST OF EAST GRAND z
<br /> 8" PVC IE 43.75 (SE) 1 0.2'W. •OF LFNC, ;HELD AS OR E� C9 /; ` SSMH #21272
<br /> CLF'•1= W COVERING -' �` ' '� AVENUE, EAST OF THE ALLEY WITHIN BLOCK 398, RIVERDALE ADDITION, (PER CITY OF EVERETT =
<br /> �; �� RCC* 'i ,� RIM 44.17
<br /> 4/5 (2/17/2017) CONC RAMP ._ ®► \ VACA110N ORDINANCE N0. 2821) AND NORTH OF THE FOLLOWING DESCRIBED LOT BEGINNING AT THE
<br /> / 21" CONC (NW)I l273, ELEV=�6.72 ` `� �t NORTHWEST CORNER OF LOT 4 IN SAID BLOCK 398;
<br /> 12fCPR IE I= 43.81' x �� \ 24" CONC (E)
<br /> C - X 605 296, r \ ` #' IE CTR CHANNEL 18.02 �"
<br /> I
<br /> 6' CLFNC %'/'v`AG 272 �� E 1309 6' f FE=44.9' ,, ,k0 \ r, \ THENCE SOUTH ALONG THE WEST LINE THEREOF 10 FEET I'•►
<br /> '� ,l , *ARC L 't, F 'i 12" CONC IE 32.27 (SE) THENCE EASTERLY PARALLEL TO THE NORTH LINE OF SAID LOT 4 TO THE EAST LINE OF SAID
<br /> TRASH ENCLOSU%� --- #272, ���y ,\1t ,� ' i $` t �� �, 8" CPP IE 39.72 (ESE) VACATED ALLEY TO THE POINT OF BEGINNING; 0
<br /> y
<br /> W END DOUBLE ELEV 39- I, 7/ BEND SHED „ (9,045 S.E'_ END PUNCH ON 1 1/2" BRASS DISK ON THENCE SOUTH ALONG THE EAST LINE OF THE VACATED ALLEY, 55 FEET, MORE OR LESS; r� [� U
<br /> SWING GATE !"" 1E` 43 99 ( /
<br /> 660�8.7Q� COVE"ED STORAGE i- CLFNC IS 6 .�\ \
<br /> CULVERT BURRiED r 4 . ,NE OF LN. /1 ` 'y ` 4'x4" CONC MONUMENT IN CASE, DN. 0.5'
<br /> t RIGHT-OF-WAY ET (PER CITY OF CO
<br /> THENCE EASTERLY PARALLEL TO THE SOUTH RIGHT OF WAY MARGIN OF 17TH STREET
<br /> E ,10906 :363. ! 1 y \\� MARKED 'RE SET 133301 LS 19651' EVERETT VACATION ORDINANCE 629-79), TO THE WESTERLY RIGHT-OF-WAY MARGIN OF EAST GRAND
<br /> 4p' 2 ' r� 'N END 5LIDING GATE` c,\ PSG F ; (2/14/2017) AVENUE AND TERMINATING SAID LINE DESCRIPTION; O
<br /> ! 6' CLFNC Q t , /k°;- t � tV;F
<br /> 3 - . �� GOaVC BURRIEp ,W CONX, L©© �Ot 3.5'X2.5. ` ! CB #20335
<br /> CULV 6'GPP DAM GED or.., ONE 0 �� TOGETHER WITH A PORTION OF VACATED 17TH STREET ABUT7>NG SAID PROPERTY AND LYING WEST OF z/ CB #21125 ,1 g , RIM 43.38 ' ' tk SOUTHERLY PROJECTED EAST LINE OF LOT 2Q BLOCK 324, RIVERDALE ADDITION PER CITY OFW
<br /> 1E 45.40' h =-. P$ 9D/ D:VERED Rim 45.14 - '. 8" CPP IE 40.75 (WNW)
<br /> - PS' 18" DIA STRUCTURES _ 4> BFNC W/ TRELLJS ®b,, �� EVERETT VACATION ORDINANCE 629-79, VOLUME 1668, PAGE 1501, RECORDS OF SNOHOMISH
<br /> S END LIDING 'GATE WOK ,REA 6'.. IN'a C END 4' M•ETAL GATE ``` \ ��.v 8" CPP IE 40.82 (NW) COUNTY,
<br /> / er BULL Of DIRT °�� > SSMH #21279 STATE OF WASHWGTON. 2
<br /> O f POSTW/ LIG T & P. 'T _ F€NCE SSMH
<br /> _SECURITY CAM RAS'" PST 6OLFNC RIM 42.01 SS
<br /> GUY RIM 42.66 PARCEL C:
<br /> / SDMH #21i341 `' 1 SHED `•, ; 48" CONC (WNW & E) !"�'
<br /> WIRE
<br /> I L d \ �` > IE CTR CHANNEL 22.52 VC W & SE `..,,
<br /> NE RIM 39.34 �IRCULAR RATE) 30
<br /> _ - �- --_ -- - � , �!� IE CTR CHANNEL 23.05 LOTS 21, �►•, � PST`-_=--=_�_ � ��� R 22, 23, BLOCK 324, RIVERDALE ADDITION TO EVERETT, ACCORDING TO THE PLAT THEREOF Cr (�..I
<br /> g'"PVC IE 33.37 NW 's" 7 s RECORDED 1N VOLUME 10 OF PLATS, PAGE 45, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> / ( ) to n �` , '� 0''t FND 2'DIA. IP IN CONCRETE, DN. 1.0;
<br /> CC
<br /> 2" fll IF 2$_$6 NE rr L 22D, 1,, �- �. SDMH #21270
<br /> O/ _-- -
<br /> ( ) # #20 80, U , 0 �., 1.53'S. x 0.50'W F`+
<br /> o END 2 IP , , P .6' rk RIM 43.33 Q •..,
<br /> 12" DI IE 2884 (S�N) o j !!. ELEV= 7.23 ELE =47.2 B . B (2/16/2017) PARCEL D:
<br /> 6' BFNC ca _ I
<br /> I oo I (2/1 17) �ii.- 12" RP IE 33.58 (E}
<br /> - - ,V 3659�73.829\ N 365973, 6: EL .= 44. 8* I v �" � 12 CONC IE 33.65 N �.l.l
<br /> A FND PINCHED 2" IP, ON. ( W) LOTS 1, 2 AND 3 BLOCK 324, RIVERDALE ADDITION TO EVERETT, ACCORDING TO THE PLAT THEREOF {�
<br /> 1� Lec E 1309 02.25 E V09302.2' '` SE CHISEL D,'SQUAIRE" �'4 `� �� ,,,) , A 0.3 0.44S. x 0.23E. 8" CPP (W) COULD NOT REACH
<br /> tz. F I 4` TALL �yRECORDED IN VOLUME f 0 OF PLATS, PAGES) 45, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. < O
<br /> 1 7' CNC W IN BACK CONC A�1 � s / \ 12" ? (S) COULD NOT REACH
<br /> suw+(r2120 r _ r 't, m CO-BLOCK .WALLS T LFNC W / . „� ''' (2/16/20i7)
<br /> FIN ft.99 I /� ,. ti <'I 12" ? IE 33.52 (S) ABANDONED? EXCEPT PORTION CONVEYED TO THE CITY OF EVERETT RECORDED SEPTEMBER 13, 2006 UNDER U) ti
<br /> r 1 # PA !x 119 RECORDING NUMBER 200609130208.
<br /> ra Eazas C - ,1 3-STRAN BARGE 3 STRAND SSMH: 21209 RA + C ' t
<br /> ci
<br /> ��P.�u N-s ;� Q 1 BAR ED WIRE i'., SSMH #2 6
<br /> Q A-04'MOWPoY I- I , • W1R JM 44.2 (8,014. F. FND PUNCH ON 1 1/2" BRASS DISK ON 4"x4' (�
<br /> (1 \• , ,, RIM /�
<br /> 1 i ' ,I4» GONG(E`& S )' 30" PVC IE 27.30 W CONC MONUMENT IN CASE, DN. 0.5' PARCEL E: C2 Z
<br /> FND PUNCHMARK ON 3 4 RASS DISK ,I i ill tE.CTR CHANNEL ;32 h O A
<br /> pp
<br /> CB # 038312 - u �,;e s2 'j, ti ` 4' 30" PVC IE 27.06 (E) MARKED 'RE SET 7446702 LS 19651' w Q O 0
<br /> ON 4'X4"CONCRETE A? NUMEN .LS 13661; RARIr�'E� RIM 4#.40 NABLE O UERJF NNI TIC4NS �D .. (2/14/2017) LOT 4, BLOCK 324, RIVERDALE ADDITION TO EVERETT, AS PER PLAT RECORDED W VOLUME 10 OF �.. 0
<br /> ��bN - 4 DE; D.07S: x 0. E: OF.0 RNER - , 1 4";TALL <p F ` *L. CB #20566 PLATS, ON PAGE 45, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> f ' G n� "N I (222,746 .F FULL F DIRT BRICK RANTER Ci 1' `S I ``: RIM 42.10 JACKSON O �"n ET =n ,, - (2/16 017) 1 1 ©i� p y : I' O 8" CPP iE 40.40 E PA K" SDMH #204072
<br /> I > z z
<br /> aPU�C V�tt EAr - I I ti I, ( ) R DATUM V
<br /> rel:a s soya aaan to 20'CI, OF EVER TT �►.
<br /> , E' CLFNC W/ �' < SDMH #20430 RIM 42.55
<br /> PUBLIC ILITY EASEMENT � O HORIZONTAL DATUM:
<br /> (� '"" f' w
<br /> 6jCLFNC BANS: - REC. 8005020 29
<br /> STRAND BARBED WIRE . 'Y42.7312" CPP IE 37.99 W
<br /> �` END 4' SWING\ TE + -:ph P. ' , RIM TOP OF ELBOW 37.98 NNE NAD '83/'9i PER CITY OF EVERETT SURVEY CONTROL Ca
<br /> >< w
<br /> ! '; i Ia, , ! ' / » 20'CITY OF EVERETT ITO TCL N ,j fl 12" CPP IE34.41 (SE) ( ) STATION NAME 722 02 01 0 W >
<br /> __1 , ra,e tt,�;I'
<br /> s o A/87 5915 W PUBLIC UTILITY EASEMENT t 0 FOUND. Yj "- • \. e /O 12" CPP (W) X 274 W
<br /> T- 1217.41 MEAS EC. Na. 8005020229 CALCULATED PO ON) N y.8
<br /> s /,x, \�` \. TOP ELBOW 34.99 #274, ELEV=43.23 �-
<br /> - - ( 4t LAWN ��,
<br /> a = 343.89' " METER &`BREAKER BOX �° I. VERTICAL DATUM: (� 0
<br /> I t N 365740.029
<br /> „�O 44 I - .� a _ - _. _ - /K CITY OF EVERETT SURVEY CONTROL
<br /> - O ON S FACE CCJLtB'CCP - 41:71
<br /> E � NAVD 88 PER ��/
<br /> & 4S', 529.68' E. LN. LOT 2C1 f' E 1309675.292 STATION NAME: 722 02 01 Lim -
<br /> ■.,, - 21198 _ Ck , B,LK - c� U
<br /> ' -RIM- 8b < -629- 6' TALL o o c� - Iii
<br /> \ - �► SSMH #21199 ELEVATION: 41.81'
<br /> C� r 49 & - D 'S'LY
<br /> 30 IE 3E\00 (S)
<br /> EGO-BLOCK (HALL `(71YP)- I ' RIM 42.69
<br /> }[- -yam
<br /> . N. (END GATE +. ; 'la; �, ` .� \ :; 30" PVC IE 22.41 (NW)
<br /> ,rm,em.,v - = ., _ - --- - � •,t _ _.. �� - ��:, BENCHMARK CLIENT
<br /> (E) silliFEl _did 7C C ( . 0' , 36" CONC IE 22.49 SE
<br /> �r w �a+ cig w r2o' --� S, END GA W/3 S RAND
<br /> 2 �.>r y
<br /> axr Pen s/ 'Aillillin _- I:'RR IRE 12" CONC DROP IE 24.95 ■ •
<br /> 7_- r,- , �
<br /> ECOL't?G,Y BLO
<br /> -" `=- '= SET CHISELED SQUARE IN BACK OF CONCRETE WALK, SOUTH SIDE OF 16TH ST; ff16' WEST OF
<br /> �50-� - N-NE 0 OT 32
<br /> �� , ~ •177_
<br /> '�° �.____ _ � �, TBM C CENTERLINE INTERSECTION WITH EAST MARINE VIEW DRIVE, t16' WEST OF WEST EDGE ASPHALT RIVERVIEW I, LLC
<br /> , ___
<br /> E- -E SLIDE GATE 1.--‘-'7
<br /> ;� \ - SSMH #21197 r 9 CLFNC \ ELEV = 43.59'
<br /> .. .. • ' ..., DRIVEWAY TO CORNER LOT, 7.1' SSE OF SANITARY SEWER MANHOLE. 10900 NE 8TH STREET
<br /> ` E S ING G - R/M`47 70 „ ¢r i SET CHISELED "SQUARE" CB #21346
<br /> ` \ 0 :. rr GONG WALK ELEVATION. 42.82
<br /> TPOB 20` CITY OF EVERETT \ �, .� IN BACK OF RIM 43.88 SUITE 1200
<br /> 87 9'�5"E 1�:%1 - -I- - ` K( t TIE _ _ _ -{ ` 30" PVC."IE'30.50 (E) LlC UTILLT � SE E /i� ,`,,' \ 12" CPP 1E 39.55 (NW) BELLEVUE, WA 98004
<br /> d ! DT .. Tam 8
<br /> •/ _ � _ REG. NO. 80050 22 ' *1144 _\ \?, ■ ■ ,
<br /> �\ .�,,,• �� -- _� �2 4 ELE�t/=,5 3.81 - - ---� __ __ � � 12" CPP IE 40.26 (SW) BACK OF CONCRETE W PHONE: (425)453-9551
<br /> w - - - \ » 12" CPP IE 40.30 (SE) SET CHISELED SQUARE IN BA WALK, SW SIDE OF EAST MARINE VIEW DRIVE, t415
<br /> o �, :> 1 65711.07� 50--- = _ _ �____' ;__-__�� II:11
<br /> _ �� N420455 W 732.02 SE OF CENTERLINE INTERSECTION WITH 167H ST t20' SE OF SE EDGE ASPHALT APRON - SOUTHERLY
<br /> _1309063. 68 _ r- :< w �202D �I \ ENTRANCE TO BUILDING 1616 2.8' SW OF CATCH BASIN 9.7' WNW OF SANITARY SEWER MANHOLE,
<br /> o - `�' �E - Tow1Uo,PARKtNG'" _" - - -"" . .. -. O ' #3, E ' CB #20413 BOTH STRUCTURES SET IN CONCRETE WALK.
<br /> --••_ _/ "�5• -- � �, � � ~ _ AWAY ZONE'; ��S1 9'14"W y 11Z55' - 6, - � ,a- 09 TYPE (� F - 65635. t RIM 43.68MI 9� - - - ` _ _ i "IUOPARK c" ' AT PROPERTY" %" �' 40 53 ( ) ELEVATION. 44.38
<br /> _ s Of 1E 4.31356 w(s) 86 12 CPP IE
<br /> 1r 01 IE 4t18(Mlfl�
<br /> UNAUTHORIZED VEHICLES - NCO T04.1 °.
<br /> o -- - , - - ~ - ��0 ' - WILL BE -TOWED" N TBM C
<br /> DUMPING � _
<br /> - \\ Ao� "SQUARE"
<br /> o T/E :04 _ 10 -_ 2�3, ,ELE-.V'S4.76 ' SET CHISELED SQUARE IN BACK OF CONCRETE WALK, SW SIDE OF EAST MARINE VIEW DRIVE AT
<br /> 0�AF�KING'
<br /> _ __.. 53 „TdGl Q7X[Y I UTIF. _.- go � , .
<br /> #20405 EV 3.86 ` - - - - # N 3b _6�5_ APPROXIMATE NE CORNER HENRY JACKSON PARK, 1105' SOUTH OF BUILDING #1625, f43.5' SW OF
<br /> \ FND P CHMARK N 1-3/4"
<br /> - - - X CP
<br /> POWER VAULT iN CONCRETE WALK, fit' NE OF A DECIDUOUS TREE, NW TREE OF LINE OF TREES TO
<br /> N 6571.1:i�I'INTENTION T� VACATE - AIM 94 E � 4. 9 .` SSMH #21273
<br /> 8'P4L`IE 50.17 , i �8� DI - -- _ �- srj- '�„ d- -- THE SE.
<br /> aHiTemlir
<br /> 8'Pt8rAN8 wnm �, .. .ate �I 1 BRASS DI ON 4'x4" CONCRETE - - -- -----1
<br /> _ - iCC G. RIM 49.80
<br /> 1M S1.H E 1 090 6�., �, \ -•--� __ _ �r- 9 tom.8.27- . , _ ,. , �- CONSULTANTS
<br /> n PVC 5a,2(S) » -" �_ 4:°-\fix‘coi\::;..,
<br /> M DEEP TO ELEVATION: 43.59'
<br /> AND CITY OF_VERETT S WER EASEMENT ` = ONUMFNT '1 S 19661; ® GRADE S88(12©3 E 774. -`.. #`3�3 ' I E -54 3 S.
<br /> 5 ! �� MEASURE INVERTS
<br /> I i t�CC G � ` �.08 Nr'x 0.01 E. _ � '' -- 26';8;10';16"C � N 36�6�5 :�0� ��, a-
<br /> / 0 LEV 87 AND 1/2" REB`A iND CAP, (2/15/2017 6';10'G20';22'G 8",6';6G 20';16'C O � �� BASIS OF BEARING Site Planning•Civil Engineering
<br /> Pew n TE ao' 1�22'_I rs' LS#11033, 0.8TN. x D.13'E ) 26 ¢ _ 24C' 22 C , 26 C _ _. g,,12„C ____� RCC G E 1309604�196.,\\ �� N. - 1 -�;* CB #20446 HELD A BEARING OF NORTH 88'00'16" WEST BETWEEN THE FOUND MONUMENT AT THE CORNER OF Land Use Consulting• Project Management
<br /> No.zot,�z, N�365 11.079 L 10';'22';20';18'G 'r 16\F 20303, `� 4"e RIM 50.62 16TH ST. AND WALNUT ST. AND THE FOUND MONUMENT AT THE CORNER OF 16TH ST. AND EAST 11431 Willows Rd.NE,Suite 120
<br /> \ ,, ~` `. 12 CPP !E 46.73 (SE) MARINE VIEW DRIVE. Redmond,WA 98052
<br /> E 1 090 3.647 w (2/1720 7) --- - - *
<br /> /w ( T' a 1 8",8'C 14'G 8",8"C 10"10 `n» 1 - -- ELF5 .cg - 12" CPP IE 47.29 SW Phone: 425 2852390 FAX: 425 2852389
<br /> co 0. Ott 2G405 Q, o�' END PUNCHMARK ON 1-3/4" BRASS X - '\ ( ) ( ) I ( )
<br /> / X-- J rL ��D �D - N 3656.3.7." 3 \ .` _N I 12" CPP IE 46.59 (NW) www.cphconsuttants.corn
<br /> o w 105` ELEV S3.85 DISK 01V__-.4.x4" CONCRETE MONUMENT X `� 4'CLFNC X---____
<br /> a
<br /> o 1 i 22",22'G X E 1309604.178 UP WAG S. SIDE r
<br /> 3611.079 z 1 1 )) 81 1 PROJECT N0.
<br /> r w LS 19661; DN. 0.t' BELOW GRADE, y
<br /> r,) a ,I RCC TIE ,�" / ,�
<br /> 0 - E 130`9863.-844 l 0.03'W., HELD NORTH/NGS FOR TIE 203 4'CLFNC H RY JACKSON PARK ,q, � s
<br /> N I - - #260, ELEV= 3.84 EAST-WEST LINE ? #20379, ELEV=54.81 CITY OF EVERETT PARKS " 0024 17 037
<br /> N 365711.073- - -- - (2/15/2017), N 365635.270 DEPARTMENT (ROS • h °,:
<br /> N 1 E 1309063.669 9604245009) yr'
<br /> I- DRAWING
<br /> o _ _ E 1309604.125 w
<br /> - - �CAi/�T FND PUNCHMARK ON 1-3/4" BRASS DISK CB #21345 �� • �� �''
<br /> G//YY/`1 QR /7��RY M ON 4'x4" CONCRETE MONUMENT 'LS 19661;
<br /> A��fSQN PARK (111CA C0.10
<br /> RIM 50.33
<br /> •a. 1 - C� GRADE, 0.05E. OF R/W HELD NORTHlNGS 12" CPP 1E 47.78 (SE) 0 50 100 Know what's below.
<br /> FOR EAST WEST LINE Call before you dig. SHEET 2 OF 6
<br /> i 1 - ! (2/15/2017) 12" CPP IE 47,70 (NE) \_ �����
<br /> C ! _� �, PLAN IN FEET Copyright© 2019 CPH Consultants,LLC.All Rights Reserved- a , £� PX1 P�--
<br /> REVIEWED FOR PERMIT
<br />
|