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<br /> � I � � E � 4 S �� ♦ � � � 1 s � � � ♦ ' 1 \ ♦ � � ♦ ' � ♦ � ♦ �a fl 2� 4a �� • � �
<br /> � / � / 1 �
<br /> � � �
<br /> �/ FOUND PI CITY STANDARD 64.36' '� � � � Q �
<br /> /� MON "LS 9434" W CASE - s�a I e 1 - 2 0 �
<br /> /�� {HELD FOR POSITION) ��� --~�L-` - � � � � ^
<br /> � �
<br /> �, R-287.94 L 126.64' N 83`55'22" yy `-'------__ E�����1 �' �j �
<br /> .�/.� � 0� � J �
<br /> /-�"" �'I_ c c c - �NASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZOiVE � � J K
<br /> ' l � GAS PER AB (NAD 83/2007) � z Q
<br /> -�� � v � � DATU
<br /> � 03 � ��. �, � �
<br /> ��/ ' 1�3' -------------- F�` N� NAVD 88 (USED GP5 OPUS SOLUTION) � � O �
<br /> �------ M� --
<br /> �� _,.-�--/" � '° ��^ CONTOUR INTERVAL = 2' � � N
<br /> st�aa / R M E0 38 9 0.2 5 I ,,r- ��66 � ___._ rA r'�` � �-°d .. LU
<br /> , /�. � � � _----�"� ti EQU(PMENT AND PROCEDURES .,,�
<br /> 4'�PVC(S)IE=188.77 �-�Q r�2 � A� � � �
<br /> - � 6"CPEP{SW)IE=188.65 ` /� N _ M ._.---- WA pER A 5'� ELECTRONIC TOTAL STATIQN WAS USED FOR THIS FIELD � � �
<br /> p �.-� _/ TRAVERSE SURVEY_ ACCURACY MEETS OR EXCEEDS W.A.C. � N '-'`
<br /> � /.� � \ t� . �-'� 332-130-09fl. �C!� X �Nj-
<br /> V� O �--
<br /> �,,- � �� �- �ENeHMARKs � m �.
<br /> ,.4 `-/`� ---_____.
<br /> ,�� o.e � '""�- - ORIGINAL BM: PI CITY STANDARD MaN '�LS 9434'� IN CASE AT � w
<br /> ry, � �,�, CL WTERSECTION OF OLYMPIC BLVD. AND � ' z
<br /> � � �90.8 HAVENS RD. � � �
<br /> /�/ � �"C =
<br /> CB-5020 TYPE I �� � � ELEV. =197.42 � CL d
<br /> RIP� EL=183.36 �y , 9.� � � �l � �,"
<br /> �/� 12"CONC(E}(E=180.48 ,� � �• ,� o� ,� CB-5062, TYPE I �/ TBM - A: 1/2" RESAR AND CAP "MCDU�FY"
<br /> /� 12"CONC(SW)IE=180.46 � RIM EL=188.10 � AT NE COR LOT A.
<br /> �'� , 's a � ��` (DRAIN TO W SIDE STRUCTURE
<br /> ELEV. = 195.26'.
<br /> 6' � � ' � ° 8 6 ��b WEST CRACK EL=18725) /� 1 TBM - B: SCRIBE ��X" IN CENTERUNE ± OF STONE DRNE�/AY AT NW '�
<br /> / �. a � ,.�$� " ` ��� � `�" COR LOT A AND 13.5�N OF CiLY DECORATIVE
<br /> 5=7 ' 880 �' ° � ` � �� ^�-.. �ION.
<br /> c9� 194. 194.3 � ELEV. = 190.88'. .
<br /> / i$�:o ' . . °0�ea.z � �'' �
<br /> •18$.�2� Q" ° C� GEN�RAL NO`TES
<br /> j� �' . . �, � ��/' � '
<br /> / � Q��ER 188.3 7 85.5, ° 1 �9
<br /> � � � 1. THE INFORMATION DEPICTED ON TH1S MAP REPRESENTS THE
<br /> ts5.s � RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN
<br /> , a . . � ONLY 8E CONSIDERED AS INDICATING THE GENERAL G4NDITIpI��
<br /> / r �A��� �
<br /> 8 ' 'd..isa.s O , � �
<br /> � GF- 189.¢Q '�g aj :�z y EXISTWG AT TNAT TIMF.
<br /> �� ,� g.g � FOUND 1 2" REBAR AND CAP
<br /> S � 6 � '�MCQUFFY'� W/UNREADAB�E N0. 2. UNQERGftOUND UTfLITIES WERE LOCATED BASED ON THE SURFACE
<br /> �.�' -n � FVIDENCE OF UTILITIES ((.E. PAINT MARKS, SAW CUTS IN
<br /> fj8 +ts� � ,� :. ��g9 v� 1198,2 0.13� E OF NE PROP COR, PAV�MENT, COVERS, LIaS ETC.) THE CONTRACTOR SHALL VERfFY �
<br /> �./ a'4 YD 5065 Q '. �9Q �� 9.$ 197.5 y �' T�M-A ' � � THE EXACT LOCATION, E�EVAT�aN AND SfZE OF EXISTING UTiLITIES a
<br /> /� � t9� o '�, �v , . .: � PRfOR TO CONSTRUCTI�N_ �
<br /> CB�000 ^ �`'� D EL= 91.53 a., �,p. : ` , c,� y
<br /> /� �TYPE I >>s � 3 PVC W)IE= .93 , S � SCRIBE X IN � .� "�' "��" '• 3. TREE SIZES WERE LOCATED & SPECIES DETERMWED TO THE BEST Q
<br /> a' � RIM E�=17o,23 �� 3"P C(SE)I 190,93 ENTERLINE t OF � J o �- �ta . OF OUR ABILITY. HQWEVER, MEAD GILMA�1 & ASSOCIATES DOES �
<br /> 1��2 / 6"PVC(SE)IE=174.63 � TONE DRIYE�(AY. � y o+ � . NOT WARRANT THE ACCURACY OF SIZE & SPECIES SHONJN
<br /> OECO IVE 190.4 �` ..YD . D-5a66 TBM-B � � �x� �
<br /> � �/ /, / � FIA TONE L I D E L=1 1J 0 HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD BE �
<br /> a �� -o �' VERIFfED BY A TRAINED ARBORIST. �'-�
<br /> ��p� �a4.� i�a,, E . a.. ."tisi.7 3 PVC( )IE=191 7 � t�� �" ' . �
<br /> � �� � .1 •Fj�L LS • � � " V (SE}IE=19 .0 Z� E�p 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, � W
<br /> �.� i .8 � I 0 �j 0� 92:3 3 s2 � �
<br /> /�'1�'� CB-5�01, TYPE i � � � $ 792¢ PEDESTAL OR ,1994 0 Zoo�yALL PLUG ASSEMBLY g • l 3O' IF ANY. �
<br /> / `b � 18�•9 • '' / PE TAL DECORA E N �
<br /> �� RIM EL-176,53 'o� �_
<br /> 8"CONC{SE)IE=175.03 � 4' 184. � R LIGHT ,4 �a t97 � . .�„� a K� , . h, � LEGAL �ESCRIPTION
<br /> rj� �„ 30' �.�, _�?� '� �
<br /> A� PARCEL A: �
<br /> 1 � Q
<br /> p�`%h�� 12'�C�NC(NE)(E=174.80 �� ° : �. � � � " ,,. :i� r . `'�a' . �� M1.p � :��
<br /> tij� 6"PVC�I�I��IE=174.53 t9�•`�. ' ". 19 ,5 •198.4 � � 4:
<br /> `,,,, ,
<br /> '�.�., � � � � THE NORTH 150 FEET OF PORTION 0� LOT 61, HARBaR VIEW �'-�
<br /> D� 12"CONC(SyV)IE=174.18 �' 4CV �� - t,� � , : �--
<br /> / /� • �34. . �`+'-.. `. `'3 D�'� �'•��.���� • ,: ' �� ADDlTION TO THE CITY OF EVERETT, ACCORDING TO TNE PIJ�T � V�
<br /> �;. . .�.c. ��. *. •r
<br /> , g�.2 a HB � * '� �'t:,.:. , 7 • THEREOF RECORDED IN VOLUME 11, PAGE 81, SNOHOMISH COUNTY,
<br /> // `�o °193�a p� °; � • th WASHfNGTON, TO BE MEASURED BACK FROM PROPERTY LINE ON >'
<br /> `Sp, a �9 ' • '.. 195.t "' � r�. OLYMPfC BLVD.
<br /> 202.7 4
<br /> r � 19 y5 ,9z.� ° , Z°3.6 LINE LEGEND: �� �
<br /> / '� isi °t�•5�g6 .� � , � , PARCEL B; `1
<br /> .a " . , 196�4 � � ' x FENCE LINE AS NOTED �
<br /> i s.o Q ; � �, o2D1 � 127�}g g.�, :.q �-,; � i'� 4:'-'� � LOT 6t, HARB�R VIEW ADDITION TO THE CITY OF EVEREl-T, m .
<br /> / ' : , 'Q 3� � "� ��`, Y� ' - • � - � � - FLOWUNE ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 1, PAGE �
<br /> CYGLONE FENCE y c� , 1 ' o� �, �, „ ,.., =� o ',
<br /> 0,5'W'LY OF PROP LINE „ �' aa a • ts�.5 � �Z p f � �p • � � 81, SNOHOMISH COUNTY, �JASHINGTON; cv
<br /> c.> �.^d,�.� f- 1�6.9 . . ,Q �_ 'O tJ� Z � � . G , GAS LINE �
<br /> �• ' ��-�. ' � ' S END RR BORDER �� �n Q, D ` '� � EXCEPT THE NORTH 150 FEET TNEREOF. �
<br /> / �„ y�y ' � � o . �p��. . � 198.6 � I V o l � ,� __� _ ,, �---- ' OVERHEAD',POWER LINE PARCEL C:
<br /> �/ a
<br /> � '� � � 1 1518 S.F. `� �•, ' �2�F zo5.s EJB /' , .�.,� ss SANITARY°SEN/ER LIi�E
<br /> � , " . < 9 ,7 � T E !./'� . r"y:� Y w . LOT 62, HARBOR VIEW ADDITION TO THE CITY OF EVERETT,
<br /> / �'l � ,L� 1 9 8-7 4: �.a • . 4 8 6 9 S.F. ��6 � � � s� S T O R M D R A W L I N E A C C O R D I N G T O T HE P L A T T H E R E Q F R E C O R D E D I N V O L U M E t 1, P A G E
<br /> \ � � y, ,� �t973 WALL PLUG ASSEMBLY �
<br /> u� y� Q OO 9 A � � ` ' `' � '�- . . 81, SNOHO MISH COUNTY, �/ASHINGTON;
<br /> ��� ---- ' WATER L4NE
<br /> G e ' • '-n 196.3 � ry`° e � � �T �,�'� , +-�� '' � ' � 6 EXCEPT THE FOLLOWING DESCRIHED PARCEL:
<br /> / . r ucT UNDERGROUND TEtEPHONE LINE
<br /> -���� '. Qa�. a : ZQZ � �2� D5_5 Cn�9� // ... ; BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 62� THENCE
<br /> FACE RET, WALL ts . j o," � a �,, . ` cy •. Za4,� 2o5.a 2oe.� Fq °7•� NORTH 19' 32'45°WEST ALONG THE WEST LINE OF SAIQ LOT FOR �
<br /> a ; Y �., -� `1'� aa ." ' ! � "' ° ' °, 04.� p� G� 20�,� O �� SYMB�LS LEGEND. 127,5 FEET; THENCE EASTERLY TO A POINT ON THE EAST LINE OF
<br /> / ' `� � 9Fc� .� ` ° .� � 4 � ry zo5,2 � SAID LOT THAT IS 143 FEET NORTHVVESTERLY OF THE SOUTHEAST � •
<br /> . '-n zflz•a a ., ' p. Q � • . : U, H WALL Pl.UG CORNER OF SAID LOT; THENCE SOUTHEASTERLY ALONG TNE EAST (�
<br /> DECORATIVE ' � "� � ��9 � � ° ° � • ' ASSEMHLY �INE OF SAID L.OT TO THE SOUTHEAST CORNER THEREOF; THENCE
<br /> � N T`Y : . °. � � , �
<br /> CONC SLAB � j ° ➢ � • s � . Q d . . , J8 ` �B� NORTH 89° 14'45"WEST ALONG THE SOUTN LINE �F SAID LOT FOR
<br /> �� � .`y� � a ,� 205.2 Ob 206.6
<br /> PA Za$-5 BLOW OFF � V)
<br /> �,. � �,0� zo3.s � �G's, so°g"M " � ZoS:s° �' �a " 206,� 098 � 90.63 FEET TO THE SOUTH�+EST CORNEft THEREOF, THE TRUE POINT
<br /> •�\ •y, o T OF BEGINNING; �
<br /> - 0 ... . "• �. >� •' , � FdUND 1 OUTSfDE ❑ CATCH BASIN (J
<br /> �° �4 a a�'F` , .. . � � ? . . ' iv DIA {RON PIPE EJB ELECTRICAL JUNCTION BOX PARCEL D: �
<br /> ' \'y- .� �.,p�G zos.s. :'206 6 a , ° ° . �d �4 0.12'S X 0.33'W �H � (�
<br /> 6 a9,,9�4 „ a .. .. ',.a •c. • 73 O
<br /> " �o� •zo4,3 � � ��G . •• �gg • E'�5� � OF NE COR LOT B � FIRE HYDRANT TNAT PORTIC3N OF LOT 62, HARBOR VIEV�r ADDITION TO THE CITY OF �
<br /> Y,' 1 Q5%' �--ta a . , g • •�'Q 6Qg �E� y EVERETT, ACGORDING TO THE PLAT THEREOF RECORDEa IN VOLUME
<br /> � � +- l�.. �2�J� � ,a Z06.5 C� , �
<br /> D � �7� [�O,P� GAS/POWER METER(AS NOTED) 1 1, PAGE S1, SNOHOMISH GOUNTY, WASHINGTON, DESCRIBED AS �
<br /> � �� � rss.G' y 1' BENCH ��a5,a zD�.� ° .`y.1�. a.�' � � •3 Hg FOLLOWS: �
<br /> L� -(�� 196.7 ' + 2fl5 � a"d a • �a � QO C�270.6 � HOSE BIB BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT o2; THENCF C�
<br /> �' �-� 1.6'H MARBLE ENCH g6•48 � " • ° ' � � *-
<br /> ��� Vv � sP • ff� F 206:5. d a , 2a�a �J, N N ICV NORTH 19' 32'45°WEST AL�NG THE �/EST LINE OF SAID LOT FOR �.
<br /> � � O� �j'• � gR,G� 6aPLAN ER . Qo •� zo7. 'Q zo7.a J' 2 3 0 ?��•3 � IRRIGATION CONTRCJL VALVE �27,5 FEET; THENCE EASTERLY TO A POINT ON THE EAST LINE OF �
<br /> �g� • � S�`�� �Q E ��, LS SAID LOT THAT IS 143 FEET NORTHWESTERLY OF TNE SOUTHEAST �
<br /> r1��, ,� � P ,•,�' y� ,: �, ,Z� , � LIGHT STANDARD CORNER OF SAID LOT; THENCE SOUTHEASTERLY ALONG THE EAST �
<br /> �l ' 198$ ,` , 205 s 6.1 ,. 07 ' N.��F. . �.5 �7 y LINE OF SAID LOT TO THE SOUTNEAST CORNER THEREOF; THENCE �t
<br /> \ V�✓ �� �o"2 2.o- ," 1-A{�yN QEc .zoa.s ggiG'� •�6Q� �"'p� Z � 4'H BOARD ` � �10NITORING V��ELL �pRTH 89' 14'45"WEST ALQNG THE SOUTH LINE OF SAID LOT FOR � `�
<br /> FENCE�Q.21�'S XY1 52'E • " Za , ry / Z�s� '�AG� ��G� Go��$E. � y FENCE C � 1`� -p-PP PaW�R POI.E(AS NOTED 90.63 FEET TO THE SOUTHWEST CORNER THEREOF, THE TRUE POINT
<br /> y ��� z1�� �' �' TQP WRLL �F�� JJ � OF BEGINNING; � �
<br /> \ OF SW COR LO y 'Z.s oR R' S ��,�22.2' QP G�-��Z`�'(� � � � j�P� � RUCKERY SITUATE IN THE COUNTY OF SNOHOMiSH, STATE OF yVASHINGTON. �
<br /> � � s.:� � � � �� zt .t 4J
<br /> -,, 21 F ryfl6 N�F-`� a ' ' s.5 CS � ' � ` � Cp.B�� � Q�p.iN � 2ts. CB-5623 � SANITARY SEWER MANHOLE �
<br /> ` ��� REFERENCES �
<br /> ` 204.3 �(iE P� N�E'RJ" ' s�2 �-�y o ��� PA Z, ��� 4" � �� �" � 07'4 � 2'X2' GRATE EL=206.98 STQRM DRAIN CULVERT �
<br /> , �,p` .h 7� F�� 20 .9 r c l...J
<br /> ,�,� RR ' ' F' •3 ' � �-? ��,.� 24��0 ��•�. s��1 , a z�q, f� 5"CHANNEL FOR 'FD(rN)Ic=205,90 c�� 1. PLAT OF' HARBOR VIEW ADDITIQN TO THE CITY OF EVERcTT, A.�
<br /> a p, � g:9•� ��a'•3 zp�,3 G �, � ° �' d, : ,. �� �yy z�z.s �, 2t5� 6"PVC(N)IE=205.74 � ¢-� STREET LlGHT RECORDED IN VOL. 11, PAGE 81, SNOHOMISN COUNTY, �
<br /> . 2� �'0 9 ,�p6 • . � os.s �STEPS UP `1 � o� o ' �9 � DECO . s ' Z� ° ' P `'- �o WASHINGTQN.
<br /> � . a. �EFZ SDC0=5802 d �06�'� e F�A�c� .��-� � p Z �.3 N ry~ ��M WATER METER
<br /> a �� • ��' � �P�'��N�� �p'�"-'~ LID EL=20o.71 � � 'y ' ���2�� q�. • d' '� ' ,°°`� N `��M HAND PUMP WELL �Q�v WATER VALVE 2_ RECORD OF SURVEY, REC. N0. 20 1 30208500 1, SNOHOMISH
<br /> � '� „ , G� �6• 2o6.a y \E� p .� COUNTY, WASHfNGTON.
<br /> \ � 2 p r 2 � M pp:, - .d 2 �.. ., '209:1 •z�2.� z» � •
<br /> ` , �L� S� y •P��y. a ��,� a , :. . a � ON 4"X4" POST �f
<br /> �/�✓1 „-. 20�3 J.P�I �O� f9E 6.2 ' �+ GN. ��E�,. �. o . v ..� �e. c�.' 213.5 6�
<br /> R`� a +Q , . � zt�.s <i;_�-`" CONIFER{AS NOTED) 3. RECORD OF SURVEY, REC. N0. 20 1 01 1 0550�1, SNOHOMISH
<br /> ? ��N'' N a .� 2�0.� „ � %� COUNTY, WASHINGTON.
<br /> �,` Og_ • RAG�n on � ,��. G.a � ° .� . � .., /° Y29�6a S.F. � 0 3 F �w
<br /> � � � �205.3 �GP�� �� � �' a p'� a a�p: , . a �° ' Q a, • . • , .� • �d � �a�; Pq ECV�.'� � � DEClDUOUS(AS NOTED) 4. RECORD OF SURVEY, REC. N0. 200401215166 SNONO�VIISH
<br /> 20 .3 � 05.8 G Y •'a .�R� • 2Q . -� °
<br /> 2 Zo ,7 Q �R\��y,�,�i ' � ` \�' . a�.� s.3 : '� 1 : 13.7 � 2i�. � z�s.� WASHINGTON.
<br /> couNrr, �. q N
<br /> \ " 200.6\. Q .. �, a Q 2 1.4 Q x*'��A��. Q
<br /> \ DECQ FLAGSTONE�WALL . S IRS ��•� PA 5 0.8 . � � Q° �1P�'�" `� " SUPPORTING Z1O ,.�Ji� d; " 215.4 !N ` p�/�. �•`OE H'/•.�
<br /> . N 207.6 ARGf`1. \P,`�, �jG���s
<br /> 0.3'W IEt206.38 � T (TYP) 1" FouNTAIN b,,3 � FACE 1,2'W ` "�JY���LS LEGEND: � �:.
<br /> BRICK L ED fls_2 ,� , o. . • a .\' IRON 1.5' 80 GRADE IN O.S�X 0.8'�:2�2.o/g/L� DEC WALL I � TOTAL SITE AREA - 48�699 S.F. �� � ��
<br /> � FLAGSTQNE P H , �� 2oF,7 DECO , 2 "CONC E E=212.70 i T 5741 ❑ CATCH BASIfy
<br /> 2a8,3 . c � wA �_ _
<br /> ° Za6•8 °. �11�96 S.F: PUMP VLT 25' E P � - 2•51 ' •° � 273' 24"GONC W)IE=21�2, 0 �c� 24" INS DIA VERT CONC CISTERN PIPE � � � }
<br /> � a � BRICK WALLED W/A UM a13'� ° ' � � � 2_7'DIA CONC LID EL=218.07 �EJg ELECTRICAL JUNCTION BaX LEGE D :� �9 *;Q
<br /> CL 10'y�/ JUNIPER HEDGE � � �6��� ;fl�.a Q . � 2as.s $ Zo9,2 2�2. . 2�a, . 2.t3. , �B � « x �,
<br /> \ �U � YD WV �,� 209•� . Z13•� ��r • . �Z�k 14.4 6'PVC{y�(SNOIE=216.22 � HOSE BIB o SET 1/2" X 24° REBAR WIT1� 1-3/4" PLASTiC CAP STAMPED p,�. *;}�� 32434 Q*h���,
<br /> ° o - ¢M/ _ Z�Z•3 � ��,4 � ��is.7 BTTM EL=214.87 'T��V °MEAD GILMAN & ASSOCIATES 32434/35145" (EXCEPT AS t�s, ,FG��T�R�* ��-
<br /> os.� PA Q . �y`/ S, = a ' �z'8 2�4�. " 2 �•� TWO 1/2" FEEDER PIP�S (WSW) AT BTTM �Q IRRIGATION CONTRaL VALVE OTHERWISE NOTFp). S'/� �S
<br /> • 209. 214.5 ��� L AN
<br /> � 2a9�� ' ' rEDER PIPE (N} �S LIGHT STANDARD BO BLO�NOFF
<br /> , , a d a.. os.t 2t t ° ' •21.�.t / 6' VC(NE)IE 14.77 1/4' F� ,
<br /> ` � YD-5949 2ag.t �2 0 NTAIN CB pEC �' ' '; _ ��, � CB CATGH BASIN
<br /> YD-5964 0.9'X�.9' YD. .20�.5 L{D EL=206.68 OUNTAI 2 ��+,�
<br /> 3.5' 2.5' 0 -C-t3 N ' 2t4,9 ICV �/Z'� PVC QUTFALL FOUNTAIN CS CONC SLAB
<br /> . LID EL=207.37 � $�� 4"PV - • FLAGS NE BTT =108.30 ' 'z�s,a , FOR WATERFALL iE=217,96 ` CONIFER(AS NOTED CW CONC WALK
<br /> (r _2�� .a 215., • 15.$ . ' �CV �
<br /> \ 4"PVC(NW)IE=216.67 � 4" VC(SE)IE=216,Q1
<br /> SET SCftIBE "X�� IN 'p �r d .' .PER B MAP 8 ER DE TIVE BRIDGE W/RAi 2to4 � DECO ROCK LINED STREAM �. EJB ELECTRICAL JUNCTION BOX
<br /> ;�,� � (CAN T FIND STR) CB- 570 W/ . ' �.� a, t" FOUNTAI FEC FACE OF EXTRUDED CURB
<br /> DECOR/-1TI�/E > � n2088 y " •y " , 12•1 2��•z�a.aGRAT LID =219.59 Zt$�,9 .' a' IE=215.02 2 6. ' 2�8�5 �4 \ FH FIRE HYDRAI�IT
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