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_ _ _ __ _ _ ._ __._ __ : _ __ _ _ _ . _ _ __ _ _ _
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<br /> � �.�, :.� ��
<br /> NE1 /4 , SE1 /4 , SEC . 31 , T. 29 N . , R . 5 E . , W . M . 30 0 3o so 90 � � � �
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<br /> � �,� ,,,,.���� � � - i � �, �� �s� _� ' \ �� 3oz.s`"� ���d�� ���� y � '� ��- � � �„�„� � �
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<br /> •298.� i i � I � •313.8 � � � ff � � �) ) � � d-
<br /> � I �- �
<br /> �2999 � MATCH LINE
<br /> � ' � � Scal� 1 = 30 �
<br /> I � � � �., , � , ;
<br /> � � ,
<br /> � •310.8 � •312.3 •312.9 � •307.5 � � � � I � � �
<br /> ' �\ $ � V� � � , � .
<br /> \ •3os �
<br /> \ I o � �� �� � \ •310. � z��� �� � I � - MERIDIAN -
<br /> � ��'TMH i � FF EL=314.80� �
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<br /> � �-�- i
<br /> J � � T �� 1 �� � �� � tt�•� 3 2:6 302 � � �'� � � �
<br /> PPL ��� � � � � � � "'" ' i 3 3la-� I WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE �""� �
<br /> , i c� \ � 303.4 303.4 D �3o2.s NAD83 2011 � �
<br /> � � � � � � ��� �' A, � �� � a . �, l � � ) � � � X
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<br /> 1 \ � �3 �5�� � � BASED ON FAST STATIC GPS MEASUREMENT AND OPUS SOLUTION) � � �
<br /> \ � I I , 313.4 313.6 r •314.1 c� c�o `PiP O � •3 .3 3 3.0I I I �
<br /> / '� \ �� l � •307. i � �� Z",
<br /> � � �� A �� o2.oi ��i '� DECk 346580 S.F.�� ���, (��� �� a.�� � � l vJ �� ��� w ------ �
<br /> C �\ � � � q E � _ � Q 1Tu M �i 'L�
<br /> 1�3o2s 302.3 '�� � 302.5 � � I � �����N� �� ���R W � � �� �� �i m �I NAVD 88 BASED ON FAST STATIC GPS OBSERVATIONS AND OPUS � � O N .
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<br /> `�3oi.s o2. � � � � I � � -n `� �' �R � �TH � ;. � � � � �
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<br /> •� A� �, j •3o�.s � �.sizi -�`� d: G � �/iVq � � ) � � 'i � ii �' � �i � �
<br /> o ,•� � ya � � C N
<br /> O CONTOUR INTERVAL = 2 i
<br /> •302.5 � � � � �• �
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<br /> • 2.4 � � � \ I � ' � � �� e I � \ � �
<br /> \'� \ ' � •3 .s •313.4 ��v \ --� -'� \ 9S �� i i FOUND 4.5"DIA CONC MON ^� r-I � �
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<br /> ; ` G� , ;, , ' b •3,4.2 '� �y� � a.B 55 `� , ' REc . 8�j' �� 2"° \ ��303, � ; �, �.;; w�-rH eRAss PIN �.2' BELOW EQUIPMENT AND PROCEDURES �~ � � �
<br /> � � � \\ �I ; �� ECK / � ,c \ �0, , /y �3 '� 4�� � � �' DR VEWAY GRADE AT OF CL OF COLBY r h ,�.i p�
<br /> ; �
<br /> ` �� � � � I `, �'r � �� �G o � �6y � � � � ��� AVE CENTRAL AVE HELD FOR LE END: �� N
<br /> �-- � 45�`� � �YCLO�IE FE�NCE �� � �'� Z i2.o \ �2 S� � � � TMH � � _ � A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD Q �
<br /> r � 3i2.8 °'Z I �� �a � 26� 3 �. �" �oa.s 3Q •�� 04. , 04.6 CL OF 48TH ST. (TBM-A _----- TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. •r"'{ �
<br /> � � � �'� � � � � � 31�•4` � Z n � V � � '�4! � � �� � ------ � AB INFO PER CITY ASBUILT 332-130-090. � X N
<br /> � � �
<br /> � .8 c9 / 1 M CA � �� 313.6 \ •305.7 II -� � t + � � �
<br /> 25"H ' 3� �, � •so�.s ,\ 312•7 p,C 3i3 �," o G� y \ � o � t � 304. CB CATCH BASIN � � �
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<br /> �/,I ��\ 4 � �n � � •si 2.0 ��� � n �
<br /> � ' � � ` 08.0 � ;`1� �' �, �`�-� � cs coNc s�a,B BENCHMARKS � N m
<br /> � �•,�;s � ss so�.a_ � � � � � .a A�� WOODEN � ,_ .• • ' � � � � T
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<br /> � ' � � � 313J `504. • � V � 304.1�� . Z
<br /> w ,CS .. � N � iI �.8 H CW CONC WALK � L}-I W
<br /> i; rn � oa.3� �� � ' � �
<br /> � � \ 1 o WALKWAY \ 3i i w i , �
<br /> \ ' � � 312.9 0 , W '� 1 i � � FEC FACE OF EXTRUDED CURB
<br /> � • `� 3"D c� �� � M \ ' , � � •3i 4 \ 2�„P � ,,..il i i 303.3 � FH FIRE HYDRANT TBM - A: FOUND 4.5"DIA CONC MON WiTH BRASS PIN O � �
<br /> � 3.a -+.�� " S
<br /> 3 � � V�� �3 4'��30 �8 � � , � � � � P� � / � � � � �0"P '� �' '�,, i �i � � ELECTRIC CONTROL MH -- FF FINISH FLOOR 1.2' BELOW GRADE 1.28'S X 0.73'W OF CL � � � �
<br /> � '`, c,5� � � � � � 313.8 ,, �
<br /> � � � � , ' 148� 6 D 2 � � � � � st .8 �4 S� N M 309�' � 6°�P �� �30 � � � � � ----�- FOG FOG LINE INTX. OF COLBY AVE AND 48TH ST. �
<br /> \ 313.9 A � b> 3 $�� -
<br /> � 308 � � I -
<br /> ��' �� � � .� ��� � � 31 ���,� �{� � � � �' � � . � - J � 12"P ��;� � � � � �- � �� �C FACE OF VERTICAL CURB ELEV. = 304J3' �
<br /> � �+ � �� � �' ��,��' � , � � j i-�� M � �� SSMH-5164 GA GUY ANCHOR
<br /> � , � 3�i.4 � 31_. �,� 4 3 � � � S' •'. . M .. �� � � � ��� GM GAS METER TBM - B: FOUND 5"DIA CONC MON WITH BRASS PIN 1.6'
<br /> � � ) V i
<br /> , � 313 I
<br /> i � �� � � �n� SE � 3'D 2 ✓ � �3os.a ; .
<br /> � �� � ` i �, AINT MARK �, � �•... ,• � � �� � 1 � ;�� RIM EL=305.54
<br /> _ � i
<br /> � �, i� � � �� �, � '�,�`� � 3b� � � =�G��. 15 � � WOODEN � : � 3�3.� � � �, d ;: � � %' � �� �� GV GAS VALVE BELOW GRADE 1.28'S X 0.79'W OF CL INTX.
<br /> '��, �3.a ���. 4"D `� ��� � � / / L '. ' ' s�"z.o� � ., .� 3oe.3 sos.a3°� � ���� � 3os.o� �, 3os.o = ., .� 8"CONC(W)IE=290.91
<br /> � ��� 3os.3 . z , 1 WALKWAY � � � •• •'� • • � ;- ��� I 3o�.s � IE IN E Y AVE (CENTRAL AVE AND 47TH ST..
<br /> ,
<br /> 3os.3 � '� ��, �� .so .' •3 e.o c � ��:.�� %���� �',� s�s.4 � 2"D � ��� � � ✓ FLAG POLE �S� ...�� - ` •, � •�4- : .�� ":�-� sos 2� .�. � ,3'� _2 WV �i 3 s.ii.. � _ 8"CONC(S)IE=290.51 LS LIGHT�STA DAR�D� 0��COLB 289.30'
<br /> � �
<br /> � sos.���� � �� ���� �� ��` ,� R �� �� `�� �" '', ' •3�3.a � .�STAIRS � L FP �.��4 ,. :��•, ,� � �' ���� � �\, � : 3o��a . . ��' ��5 �. � � ' ii _• ��. � ab4.s� 8„CONC(NE)IE=29_0._ 23 _____---- - MB MAIL BOX
<br /> 305.8 �
<br /> � 3 � , � , 3 D �� � � � ' � 3i3.i • , I � � � � � _ , � �'_ ' .": .�,: •zt3.3. . �d.;�_- �, �i ���•¢ o � LS � �V�, ��, � ��v� ______- PM POWER METER TBM - C: FOUND 3" ALUMINUM PUNCHED DISC SURFACE
<br /> a� TR �' � �.:-� � 3'�2 � �( • • , � �e, '�� • � � ,� � i r
<br /> � � � -� V ��PPL�, �', p� � �� 4>,p�q� � "'" 3 , �. : : � LOADING DOCK �-- � , 3is. r3:s �S .3r�:3 :. :.. .. �� 2.s ' � M; oes s2���=� so�.o �. '�o�� i �i c',� ETT
<br /> ' � 30 ���� � I 31��� d . . i ' �•� � � ' •�•� e.� 3�s.���:�P �3flg.8 �'� CB-5164 0.9'X2 � "� � � � '�� DRIV WAY PP POWER POLE MON IN CONC STAMPE "X" "CIIY OF EVE ► �
<br /> . D R
<br /> �''� � � 6 � � ��:,3os.i ���� � � ��P 3�3 ; , •. , :• •.. �.., •.,. � ��� RP�` � PS \ �, �� -�� � � � �os.3�, PPL POWER POLE W�LIGHT STATION E093 SURVEY CONTROL STATION"
<br /> �, ���` ��2� \ � 3i3.2 "'. ; .. � � � � __ I
<br /> I, � � , � 307 FPTU �� � 5" ,3i3:5 ���. • .�s y., � si•a.2 �S. ,�,� , (� �;i.� 308.7 G TE_ LID t ` � s 30�5 ,� � PPU POWER POLE W UNDERGROUND 1991 AT W BOUNDARY LINE AND 142.29' N'LY
<br /> � 30�.� �� �� �n � , ��''� '� ,s -��; - , ' ,. ' �1 - .. � . ,� 2 _" �� - __- �`,"�i��EL=3Q5.22 i � i �
<br /> � � � � �-� � � `� � „ ��� ,;' �• �-r .. , .�i3;4 C--�3�2.s ���� '? �� �� ,,�� j_-_- ���� � ----- - CB-5166 0.9'X2' PTL POWER POLE W XFMR&LIGHT OF SE PROP COR.
<br /> �
<br /> ( _ .
<br /> ,STOP & ,\ \ �3�0.0 \ j ",,1`i •s�2.9 3iz:s 3 D(5) \;�2�n ��.s ., 3�2.s ,..� : :. .'.: � .,. �3't�((JAP,� _ _1 _ � � . __I 5. ELEV. = 310.
<br /> � . e- .
<br /> � � � 6"DI E IE-�304.�2 S 3os s , PS PARKING SPACE� 62
<br /> � � '���n � � ` GRATE LID
<br /> � � ���� • ��%! _ ��,� ___ - - a3 �� 312.0 /+306. /� 6 0 �
<br /> �� ��3�2.s�� .� , ., '3i�.2� _ - ��- 372.8 "06. , �' �� �'3 �'GV 2 � ,t3a s LID EL=305.28 PTU POWER POLE W�XFMR&UG
<br /> ��FRE�T g'p � PM si3.o ;�" ��� . � � ,--% "�
<br /> � , � E T ��� i t ) 6"DI(W)IE=303.50
<br /> NAM�� \� � � • �.s \ �,- 3o�.a � : o � SB STOP BAR
<br /> , >- ��.8 ;� � 3�2 , =� � -� � GENERAL NOTES
<br /> 312.7 ' '`"
<br /> \ �� �\ �� ` •�os.8 \ � \, 1 312.6 ��2,8 � , �-i 3�2. , ��-=Y � ` CONNECTICN PER A FE� % oa.2 3os.� t i `, �I� SGN SIGN
<br /> w �_ �., 3oa.s � 307.� ` �, �� sos.�� ; 3�2.0 -�- �. ' G i S 3�2.5 ' � � ': i SDMH-5163 TYPE 2 CKING LID
<br /> � , �
<br /> i$ �i�_� � � � � �� i � � �'/� , � � a�2:i �,$ ,FE- � 1 p •�'z.� �/'� � i SLL SOL�D LO 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE �
<br /> � �"=� ��� ��i.� � � � ��8�1 i � W SLL SSMH SANITARY SEWER MANHOLE
<br /> � � ��'��. ��� o •� � � ���, '� � ��'�� � � 3 �� �� � � � � �SMH-5531 � � �3�0�.2 ��� `'� i _ , �j M _ SURVEY MADE ON THE DATE INDICATED AND CAN
<br /> � 3oa.4 � os.i�„ � _ / � �� � � % � /� CB=5162 0.9'X2' os��� � � ST STAIRS ESU TS OF A
<br /> ' � \ ; � � '���', r' ����•� � ��� �� �'� �' C RIh1 EL=312J4 � ' � 3�8.7 �� --- � � � RI EL 306.22 ONLY�BE CONSIDERED AS INDICATING THE GENERAL CONDITION Q�
<br /> -- i � 3���9 GRAT� LID � I � � TMH TELEPHONE MANHOLE
<br /> � �. �i�.3 � . � ��307.5 � �Q-2 `� ��2.� �s -�pS ;� � � 6"DI(NW)IE=302.80 EXISTING AT THAT TIME.
<br /> FFJ \ -� � � . ��� .., � � 8"CONC(WSW)1E=301.81 �- � � L!D EL=305.28 , t � �� TR TELEPHONE RISER O
<br /> M ����� � � � 3"D � � os.7 ���F�C3�t.s �� �'� �312�� 8"CONC N IE=301.58 �% � �31 �� � 3oa.s' � � � i ,, � 6"DI(NE�SSW)IE=302.02 WCR WHEELCHAIR RAMP � N
<br /> �g � I FH TOP NUT ` ,� �as.5 �� �, CB:8 0.9'X2' � L ���•o � � , � / \ 6'DI( )IE , 4.76 3c�s,§�3os. � i -� i 2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE 00
<br /> - � 3i5.3 SGN \EL=309.76 \ �t3os.s� !� GRATE ID �\ 3>>.3 � .3>>,� 8"CONC{E;IE=301.53 � •3�o.s � i i o WM WATER METER SURFACE EVIDENCE OF UTILITIES I.E. PAINT MARKS SAW � �
<br /> \� � 314.9 � � 1 �, r •3�2.7 �<;s12.2 � sa�.1 1 i WV WATER VALVE ( CUTS �
<br /> , o�.s� � \ LID EL=306.0 � •311•2 3�2.s aa7.4 i � 3os.s IN PAVEMENT, COVERS, LIDS ETC. THE CONTRACTOR SHALL Q
<br /> \ �,
<br /> / i •3�i.� � _ 3o�.s , L �L�G�{T
<br /> � ����� � �' � r os.s\ 6"DI S IE=305.17� � •31�.4 �� � .3i i.s � -� S _�.--� 30 0 30 .5 i � i, � ���RjUOUS VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING �
<br /> 15.8 � � � � � •3'0.9 �31 1.1 ��� ��� 312.5 \ 12.0 ��P � 309.1 ;-- Y y 1� '
<br /> � A � l • � � -%F� .,�2.s = j � '�s�z.o �, � �- _= � � �; I�� F FIR UTIUTIES PRIOR TO CONSTRUCTION. -
<br /> �� L� � � sos.� , � � i �, �i H HEMLOCK �
<br /> � � � ��� �� 306.63»� s � •308.8 �- 309� 310.2 •311� � 311.9 �312.0 � i/�312.8 � �� �� ��.. 31 t.$ �_�-- 13 0.8 ��v li �� ��, � �
<br /> I �� � •308.3 ��� , ,���C\ /�3r � 3�2•s �\312_.i � \ \ . � I ➢ I'� ' M MAPLE 3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE W
<br /> � ; � �, I
<br /> � � o , 3�2�s J-= / i P PINE BEST OF OUR ABILITY. HOWEVER, MEAD GILMAN & ASSOCIATES � w
<br /> 3'3�0 I �� � SGN � �� _ __ F � , i
<br /> � �7 � 1- 1 �� \ �j:8 ��� i � � I m I�i DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES � >
<br /> �� � �d, � - � SSMkf SsD1v1N �610� �� ���� � � � • , � ��� �� � � 6 D �„ ; �� � : :i� � _� SHOWN HEREON. ANY TREES CONSIDERED TO BE CR�TICA� �
<br /> , `ST� � � _. 312.4 311_8 18�> & r.
<br /> ;\` \ � � �307 �2� �o Z R!M �L-306.46 � 310.4 'J/ � ;312 � � D � ii �'` � SHOULD BE VERIFIED BY A TRAINED ARBORIST. � �j
<br /> � 3i2.e -� ,, o�o� � ; � oo. 6'�CONG(�d)�E-303.31 , , � ��gp5 .a�2.s � 3CB �004 � � 3�,7.�� 30�.�� � ` �� ASPHALT HATCH �
<br /> ' , �� � � >
<br /> � 311•5 310.3 \ `� {i i �i �, I� 4. NO PROPERTY CORN�RS WERE SET IN CONJUNCTION WITH THIS Q
<br /> � � � •3 s.� � `� t (FJLL OF SEdIM� � 3�^.� 3�i.s _,;� �'�_ C� .��:a �" SURVEY. � �
<br /> s _0�.2 3io.o 3ti.� t�, �2,3 W/ RATE � � , � ,
<br /> � � w
<br /> •3?2.5 �
<br /> � , � � e � a�i.s �2.2� \�S � RIM�E�=31 1 J1 �p ��.p , ,�I � i � � I�
<br /> LEGAL DESCRIPTIO � �
<br /> i 1 � ` ��' U' 5"DI �BELL(N)IE=310.91 � �� •� �� 3t�8.3 3 5 308'� �, 1307.3 � ° CONCRETE HATCH N E•••� w
<br /> ., .0 � 312.1 308.2 I� • I �' i �
<br /> •3�2.o i '12. NO ARKING \ °
<br /> \0 309•8 � �\ \ ,r. � si2.a ��,P� � � ,I 3 ' ' �i i �5�- �, pRl WAY ° ALL THAT PORTION OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF � Y
<br /> ` �
<br /> •at,2 /� s��.4 �� .s '' STRIP�
<br /> ��� ,�os.5 !` LS I i SECTION 31, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M., IN U
<br /> i �ti PL � ��� � � 311.5 ,311.5 � � � � 31?_.4 �
<br /> 30 1�r 1 312.5 312.6 *�� � I �. _ � Q
<br /> 3io.i � \ 1' �,,` (� / s / � •312.5 � \ � � � � _ SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: �
<br /> I �` 2�� 31� �� 2"D .,� i � i - DECK HATCH �
<br /> ` 1' ' � 312. )
<br /> 1� 3as o , 3os.' I \3i�.s � •3i i.s � �9 � � � i307� -z- BEGINNING AT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP �
<br /> �-{ ` � � 3t1A 312.8 312.9 \ �✓ � �� I .� I O N
<br /> ,<,�, \ , `�� FF � �i ; i i `, "i � 28 NORTH, RANGE 5 EAST, W.M.; THENCE IN A NORTHWESTERLY �
<br /> � N � 3 6.��307� � ��\ � 3i i.o 1',; � �.2 3t�' '3�2•6 12.g � � � � � DIRECTION ALONG THE CENTER LWE OF CENTRAL AVENUE FOR � N
<br /> < � . 3 8.3��308. � I
<br /> � (
<br /> �� U1 � -t}
<br /> � �i2.s c� 1 444.99 FEET• THENCE SO TH
<br /> U 82'42'30"
<br /> � � f , `I , > WEST FOR 35.0 FEET TO L/1
<br /> LS
<br /> '\ \
<br /> � 3o�.s �. � �� y, „
<br /> �� � � 'r••d �',\ 311.2 •si2.a 3ts.oi�� � � � � , AN INTERSECTION WITH THE WESTERLY MARGIN F
<br /> � 0 SAID CENTRAL
<br /> � � �� � ��' .,�``,�7"p � ���,G' � ��.' i � '�
<br /> -� ' ' � `, � � ��, si�.3 �•�i2.� 3�3. �% � •����I ��`' � i� SYMBOLS LEGEND: AVENUE, THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION;
<br /> L �-� so7.9 , 1,.� ; sio.5 \\ 311 ¢ � �, � • � 16' � 309.3 � �' THENCE CONTINUE SOUTH 82'42'30" WEST FOR 308.21 FEET TO AN
<br /> � � d•'� �11 �� •311.� , ' 1�PS 3t�_ li'� FOUND 3" ALUMINUM PUNCHED DISC • \3 8 '.II' 3os2� ��C9I4 � 3�8.� INTERSECTION WITH THE EASTERLY MARGIN OF THE RIGHT-OF-WAY
<br /> .
<br /> � � � � ., ����,��� � ��, �� \ SURFACE MON IN CONC STAMPED X , :.I� i � � �� � ❑ CATCH BASIN OF RUCKER AVENUE; THENCE FOLLOWING ALONG THE EASTERLY �
<br /> i � �
<br /> � � � � 3os.s ��� �� � � ���.s •�>>•5 � � -� 3io. � � i y � - c � - AC MARGIN OF SAID RUCK
<br /> . '['{ �
<br /> I \ "CITY OF EVERETT STATION E093 SURVEY � 'I i i HVAC UNIT ER AVENUE NORTH 17'S1'30" WEST FOR
<br /> " � \ \ o , 3 5�` os.o ��'' � \ ._13"D CONTRO� STATION" 1991" 0.32'W OF E �•. � �i � I� m 299.10 FEET; THENCE ALONG THE ARC OF A CURVE TO TNE RIGHT
<br /> I
<br /> ' ,� � \ , 3��.s 3�2 y '3 0 - . `} � •3 s l i � I FH FIRE HYDRANT HAVING A RADIUS OF 183.08 FEET AND CONSUMING AN ANGLE OF
<br /> _� C9 � 305,2 p � - _ ' / �..� 3i3.s 313.0 BOUNDARY LINE AND 142.29' N'LY OF � ..I i � � 190'34' FOR AN ARC DISTANCE OF 608.93 FEEf TO AN
<br /> � � 306 3 ��, i �\ i2•� ( � �i I, PM INTERSECTION WITH THE WESTERLY MARGIN OF THE RIGHT-OF-WAY
<br /> � �� � \ ` ` �; � I \�\ FE� � ,o SE PROP COR. TBM-C 2"D ., �
<br /> � ( � 306.3 � , �, . . �,, = - {I i � 3oe.s ° � GAS/POWER MEfER(AS NOTED) OF SAID CENTRAL AVENUE; THENCE IN A SOUTHEASTERLY DIRECTION
<br /> � � 312.� \ �3 9.2 1 �
<br /> {+3oa: i ALONG SAID WESTERLY MARGIN OF SAID CENTRAL AVENUE FOR
<br /> ;3, �j � � __ --
<br /> � � ``� � '� � � � ��"��13"D ���� 312.�� CB-5471 � �� � i � � � DRIVEWAY �GV GAS VALVE
<br /> ., � � � , � --� \ i ���, '� �� ���� � `tir� � � W�GRATE �313 � S END PWR � � ��,�I� i � 327.59 FEET TO HE TRUE POINT OF BEGINNING.
<br /> �1•. � 30�.9 3io.� i i �,308.8 � GUY ANCHOR
<br /> . � � � �` \ \ RIM EL=310.40 PAINT MARK �. � i j, TOGETHER WITH LOTS 1 THROUGH 50, INCLUSIVE, BLOCK 14,
<br /> � � � �?� '\�� � 5"DI N IE=308.40 •3i3.3 � ' aos.o� LS
<br /> \ i � � •g 31�7.3� y 3�0.2 I � LIGHT STANDARD CENTRAL PARK ADDITION TO EVERETT, ACCORDING TO THE PLAT
<br /> ��` � �'� \ I (BTfM FLANGE) •312•8 j � � � '� Mg THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 53, RECORDS �
<br /> � ` f � � v i, � MAIL BOX OF SNOHOMISH COUNTY, WASHINGTON.
<br /> � � •313.0 • i T., �I 1 F'P
<br /> V � s��.7_ � s��i I 14 D •3�3.� siz.� isi �i o � �
<br /> WA LINE PER AB �0 N'--�305� \ ��'� � f�`� 2"p� / �� i � �,�, �- POWER POLE(AS NOTED) TOGETHER WITH VACATED 48TH STREET AND ANY ALLEYS WITHIN �
<br /> C \ � � � � \ siz.z � ��� � � � I i c, � � W
<br /> WA PAINT LINE �� � ,. � \. � ' J �, .. � � � I'
<br /> BLOCK 14 OF CENTRAL PARK ADDITION, PER CITY OF EVERETT
<br /> � � 3o4.s� � ���; � . �� � �SEWER •3t3.4 � i � i � y li 0 SANITARY SEWER MANHOLE �
<br /> PAINT MARK ��� �� � � �, ' ORDINANCE 3951, RECORDED UNDER AUDITOR'S FILE N0. 1614226, �
<br /> � �� � � ���- 30 . � � rn �' �- �SGN THAT WOULD ATTACH BY OPERATION OF LAW. �
<br /> � , � � •3is.s I �.�� � �� AB � � _--- w SIGN �
<br /> ` �v ,\ 0 .2 � � � ' / ' �
<br /> � ,N � �, �� •313.4 '- O STORM DRAIN MANHOLE EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF � �
<br /> I
<br /> � ;a4.s ` � , �; � \ � . � � 311.0 310 g �'309� S� EVERETT BY DEED RECORDED JULY 29, 1963, RECORDING �
<br /> � ` 1 : , �\ � � , s a:s 310 9 p � �� STREET LIGHT NUMBER 1630240, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. �
<br /> >305. � N •311.4 •312. i � O
<br /> d'\� oa.s \ '� ` Qi � c ---I� TMH SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. � (n
<br /> 304.9 �� , � \ � c:� � °J �T TELEPHONE MANHOLE -_` U
<br /> �-� � _ `�= 304:3 . �04.� / .3,3.4 � �� �� � TR REFERENCES W Q
<br /> ` '\ �- � �� ` � � m�, i � ' 310.� ❑ TELEPHONE RISER
<br /> ���� ��, \�, , �\ � SSMH-6097 �313 8 '� �i ! �' 1. PLAT OF CENTRAL PARK ADDITION TO EVERETT AS RECORDED IN Q� \
<br /> � � � \ � RIM EL=304J3 �r �� m� � � '� �WM WATER METER ` ' �
<br /> :�3043 1304.� r- i o � DRIVEWAY VOLUME 8 OF PLATS, PAGE 53, RECORDS OF SNOHOMISH �T�
<br /> �, 304.9 r � � i
<br /> / .\�� \ .; ,� � 8"CONC(SW)IE-293.431 •313•9 � o G � � �N� COUNTY, WASHINGTON. w
<br /> ;��{�4. ( � ` 8"CONC(N)IE=293.03 /�31� - -- 314 --- _-_--- �� 4 �� � � WATER VALVE � �
<br /> 3.0. b ` ,
<br /> � �� � � z �I��1 2. PLAT OF RUCKER AVENUE ADDITION, AS RECORDED UNDER a
<br /> , •313.8 � � �� z� , i 31i.� �t�,��o.s I CONIFER(AS NOTED) RECORDING N0. 987$59, IN VOL. 13 OF PLATS, PG 62, �
<br /> , Q .
<br /> \ � ;. ( �, , �P�L � SNOHOMISH CO
<br /> , � : � � � � �
<br /> Ss�r ,.`�n � \`
<br /> �
<br /> V '�"� i C �i UNTY, WA.
<br /> � 31 �4 I`.310: 1 1.7r!
<br /> � ' '\ � •312.6 / .
<br /> .
<br /> %' Z '
<br /> �j ` ' � 04.2 � � 1 ,� ` \ ` � z i 3 j•� �' II DECIDUOUS(AS NOTED)
<br /> �ri 3 � ' � `� \ -• � \ rn� � ` ! � 3. PLAT OF CLEARMONT HEIGHTS, AS RECORDED UNDER
<br /> �, '
<br /> 3
<br /> � �v � ,�� 9� t , i30 �oa.s, / � � F i' RECORDING N0. 830286, IN VOL. 12 OF PLATS, PG. 43,
<br /> � � � , � �04�g � '��� � � � , � , � � � i � x FENCE LINE AS NOTED SNOHOMISH COUNTY, WA. �
<br /> �-�, � � � ����� � � �\ •3�3.8 •si o� � �� c�i �i � �� I - Fo - FIBER OPTICS LINE
<br /> � S / I
<br /> / 1 '
<br /> `
<br /> • O CB-6030 0.75'X2' q ��� �-�` �,�t CB-6010 0.75'X2' , • •3�4.5 ' ; d � �f i � I�� - . . - . - FLOWLINE
<br /> � � � GRATE LID �se �. ,A�45 �, o �GRATE LID � 314.4 j 2�, �� y i li
<br /> -� LID EL=303.88 � r � M LID EL=303.88 �314•8
<br /> . ;'
<br /> � --- GAS LINE
<br /> � • '-� ( ) � , ( ) - i � .314.2 ;` 3,z�''� .� �.a��1_ ; � - RESTRICTIONS OF RECORD
<br /> � 6'DI SE IE-302.80 0 �04 y 6'DI SW IE-303.00 � � � �� , ' OVERHEAD POWER LINE
<br /> �� � d � _
<br /> to
<br /> ` � \ ' � •313.3 ; t � - _ -- --
<br /> y�M / _, � 1 � 1. SUBJECT TO RESERVATION AND RECITALS IN THE DEED
<br /> 3� �, � � ;. � 1 � ' '' ! � �� � ' ucP ----- UNDERGROUND POWER LINE RECORDED UNDER RECORDING N0. 827595. (BLANKET IN
<br /> � � SSMH-6031 , , �' .� o4.s� � � 4'I � OLD FASHION STYLE FH �� i � � �
<br /> NATURE).
<br /> � � � RIM EL=304.10 •' `y� � �" 30 � � � �� FH (NOT WORKING) � �� �� � � ss -- SANITARY SEWER LINE �SEL P�rVlj
<br /> . �
<br /> .
<br /> � F..-�, S;;CONC(SE)IE=296.70 , ± � � ;! 30��Q i ' � „ � FH ''`' �' i � � ` �` I 2. SUBJECT TO ANY IRREGULARITIES, RESERVATIONS OR OTHER 4�••'"w�''
<br /> 8 CONC(S)IE=295J0 d ' \ :;. • ' E ; 3i�.6 � � A � s •
<br /> , DEDICATED TO 3i3.s y i A � s�-- STORM DRAIN LINE MATTERS IN THE PROCEEDINGS OCCASIONING THE ABANDONMENT �, _ �:.
<br /> � ;, .
<br /> .� � � 8"CONC(NE)IE\295.55 � ¢ - � : , , N 84 39 0�\ 3i2.� 312.3 :'�� ' �' � I � � OR VACATION OF 48TH STREET AND THE ALLEYS WITHIN BLOCK ,��� �.
<br /> �'J' * � � -- -- ` --- - WATER LINE 14 OF CENTRAL PARK ADDITION TO EVERETT PER RESOLUTION
<br /> ;= :
<br /> � � � CI1Y OF EVERETf ASPH DRIVEVvA"(
<br /> .
<br /> � a + \ 1 � , i ' �31' .812fi UNDERGROUND TELEPHONE LINE REC. N0. 1614266. (VACATED STREET SHOWN HEREON). o. �� :
<br /> � �� � � = � �� � � � QCD NO 1630240 (EXCEPTION)____ � � � � � � � 3i 4 3t�.8 � � �, 3i i.4 �- u�r -- .�
<br /> ; 3i3.o c� 3. SUBJECT TO NOTICE OF ADDITION SEWER CONNECTION CHARGES ':? 48 �q•' '�
<br /> � �
<br /> �4'� ' \ i24 � � 312� BY THE CITY OF EVERETT AND THE TERMS AND CONDITIONS •GISTEg.•g
<br /> �� �305. ' ' 1 ' I
<br /> THEREOF AS RECORDED 8408230225. (NOT SURVEY �'AL LA��
<br /> •3i4.i ia.s a
<br /> SDMH-6032 � 04,$ � O � '
<br /> RIM EL=304.64 ss . °3�4� .e � •313.5 W ',
<br /> MATTER-NOTHING TO PLOT).
<br /> 6"CONC(ENE)IE=301.64 Rv P�( ' �' ��4•� � 304.� 3os`i � , -__ ➢
<br /> 6"CONC(NNW)IE=301.59 0 �� \ �30�.4 � �� �� ;-, �- --'--- � z � " 1 1 -3-1 7
<br /> 6"CONC(E)IE=301.24 � . \`, � � �,
<br /> • �04� SITE AREA 345,680 S.F.
<br /> 6"CONC(N�S)IE=300.71 � R{ � � , � � ____--- �- � T�OB � N o AREAS
<br /> �� � .� �_ __._------
<br /> 8"CONC(NW)IE=300.04 � . 30`�� � � � o W
<br /> (W/GATE OVER PIPE) o .5� , � j P A R K I N G IN F O
<br /> ,�
<br /> _----- �- �� � � � �
<br /> \ � 1 � I� Z ` STANDARD PARKING SPOT - 98 DRAWN BY:
<br /> �
<br /> r�
<br /> .w� �� <305.� t � �3 8� � � � ..��i � _
<br /> � ._. - HANDICAPPED PARKING 5POT - 2 LS D
<br /> � 30 �04.9 � ,�,-"-> » I
<br /> �� r
<br /> ��� � _---
<br /> , 3a5.a� ,,. TOTAL SPOTS = 100 ?
<br /> �.� �3os:s \ , , '�, REV. BY:
<br /> ���
<br /> � _--; :�
<br /> • ,`'oa.o � �------- � FOUND 4"X4" CONC MON �
<br /> 30. � �
<br /> � �� % , 6 D `�_��' WITH BRASS ROD 0.7' DATE: `"
<br /> � ,
<br /> � �� � �,'-n ' � ,�05� ��aos.s _�__ _----- �H � WV 3�2.4 BELOW GRADE AT CL OF _ ,� 'C
<br /> � !� �p g' os.i ------- SSMH-5161 ' � COLBY AVE (CENTRAL AVE) �g 6- 15 .�
<br /> � . � r, h+ RIM EL=312.62 � IN CENTER OF TURN LINE. _1._
<br /> WM ..� A o �� ` '. �� _--- ---"- � 8"CONC(S)IE=295.59 �� (HELD) SCALE: .,�
<br /> \ �3os. z nr ' wM �- �-- --_---- 8"CONC(N)IE=295.53 z` 1 „ - 3 0� ?�
<br /> 3Q8 O 306�305!6 �� '306.a�. . 306.5 - R UCKE T� NUE ADDI TION i �i N FOUND 4��X4�� �oN� MON W�TH
<br /> ,�
<br /> BRASS ROD 0.19'W OF CL DRAWING N0. �,LJ
<br /> p (� p �yp (� INTX OF COLBY AVE (CENTRAL q
<br /> � N
<br /> �i ��. d ��`��� sos.s\� � ;�os.o� . � 1�,�1 . N�. �JO / U ��J ��� o N AVE) AND 50TH ST. I 5� 22 _ � �j �
<br /> �
<br /> �;
<br /> \ \ ` � �os.o � \ - '
<br /> \ V L. I � �+ PG 62 �' (ORIGINAL GPS BM�
<br /> 308.6 . ' $06.1 \ ,�, � f ? :�
<br /> ,^^^ \\ � � 2017-11-03 // ADGITIONAL TOPO ON RUCKER & 47TH, SHEET
<br /> � ��� �� �
<br /> REVISED GRADES ON CENTRAL 1 0 F 2
<br />
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