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. _. _ �L��,L'li'4��tiSx_ ' _ _ . .. __ . . ._. _ ._-_ ' _ . . . <br /> XREF_LIST GRE��S� �E���ATOR L �, LEGEND <br /> _ -___= N�N RIM = 16.67 2 � aREA DRAIN <br /> �tscale: 20 3,> PVC OUT SE IE = 15.71 24'" ARcA DRAIR� RIM = 15.83 <br /> �" PVC IN �IW IE = 1�.37 RIIv1 = 15.76 6" PVC OUT S IE = 13,�2 � FOUND MONUMENT AS NOTED <br /> Resolved___ C-�� ���� � �� �.1 �r�" PVC OUT S IE = 13.96 6" PVC IN I�! IE = 13.88 � SANITARY MANHOLE <br /> TrB�K TOP OF BAFFLFS = 13,96 6" PVC IN NW IE = 1�.9�J ^I � STORM MANHOLE <br /> MARINA BASEMA - 2014 � 3" PVC OUT SE IE = 15.76 � ANTHONY S <br /> 7 <br /> MARINA UTILITY AP - 2014 ANTHONY S ' r� � � x � �;g -�g��X�q.�° �_; APPROXIMATE MANHOLE SIZE LOCATION <br /> 3 ' PVC IN N�AJ IE = "15.7o i , �I� _ ��.4.� � CATCH BASIN �~� <br /> C492BU600- Jc �'� - ��.52 . ; � I , - WOODFIRE GRILL „ � r _ � FIRE HYDRANT A j <br /> HOMEPORT ��� � � - � �; � 12 C�r1P OUT � i� - 13.29 � �a WATER VALVE � <br /> c� P IC OUT SF I� - 13.17_ i �, <br /> i 6 PUC 1�� i�i IE = 13.59 � WATER METER <br /> 3" PVC iN i�VV IE = 15.72 i SSCc� � a SSCO » <br /> i - RI�v1 = 16.42� ' 3 (�PP IN NE IF = 13.59 � GAS VALVE <br /> �, �.;, .� �:�,� � i � � R l�i = 17.2 6� -T , <br /> �. ��� i � <br /> , � LI <br /> �� \_ ___ -__ _ -- - � `����'�� ��_�� X � r �� ; O COMMUNICATION MANHOLE <br /> � - �, <br /> _i u ,..�,� .��, _ <br /> . .y. ,m ... ..t .s�-.."=_ . �4r:-.'_: t r<-.:u._.,.�'.e'r <br /> v so��,Ra <br /> �� � <br /> 24" ARFA DRAIN � �, � � � � `��`SDCO �--�---------�- y ��� � � ' o COMMUNICATION RISER <br /> �� <br /> RIM = 15.70 �`� �-------------- 50 � F�liv1 = 16.4-5 � CO �lAULi7 ����� ' <br /> � -� UTILITY POLE <br /> ------------- -- ----_�.--'=_-� � �' ��. � °'� <br /> > <br /> -------- ---- <br /> _ . � �\ � 3„ P���, �R i M = 16.7� ._� .� � �;�-----Ud <br /> IN N IE = 1.3.97 ���- t � r �� ` '._-_5`�`�=�� !E = 15.49 j � � � � � `' -- -- -,.����V�_-�-$_ ,i o GUY POLE <br /> i � <br /> -_ -- --' ���;, ,,' ���- , -�° �, �- �� / ; � � � � �� „ � ALPINE B�ATS � GUY ANCHOR <br /> �,y ____CB__18 x24" m IRRIGATION CONTROL VALVE <br /> -- � ... _______� � � � � AND CRO�S WATER <br /> ' � , i � <br /> sD__'__.____. -s�---\`_,r,'/, ,�"""/ � i � � ``" ,'� � J�'��; � RIDA =N�15.�� -n- SIGN OR SIGN POST <br /> sD � � � ,p --__i s�----------___._ �p G ,'G � G �-' � � , � � m� '��' �8" C�1P OUT IE _ }2.5U m POWER JUNCTION BOX <br /> � Q � �� YACHT SALES o SURVEY CONTROL POINT <br /> � � <(� ,�e i � �� i� � `� 4" Pt1C iN N r = 13.35 <br /> � ��,.���-s; : ___� �-.`�' n � ���� � \ CF3 18"x24" �' GRcASE ScPf1RATOR ��J 8y, C M P I(� _ X X <br /> � � � � » I i- �C = �2.7� <br /> i s. � � �� �' i ti RIiv1 = 1�.01 ,�� �- 21M = 16.51 � CMP li�l E iE 12.55 >' „ <br /> � DECIDUOUS TREE <br /> _--r''�� t � ,� � 5�_2��� 0 U_T �_I E = 12.51 ' <br /> CO V,��JLT � � �, 12 ChAP OUT � IE = 12.21 � CB 18 x24 <br /> RIM = 1�.7%+ � � �c:�c \ %' �` `n `" 6" P�JC !N W�'IE = 12.41 --tr-'�"�-�� �QP OF BAF�LES =��13 E1 / / � a EVERGREEN TREE <br /> , . � � � � 21��1 = 16.Q0 <br /> �� ���� G'. 6" PVC ��'�I�! fE = 12.51 ,,-" 6" PVC I�J N IE = 12.�'^��. �,� " �� -� �--� -�t- � 8" CP�iP OUT E IE = 13.15 <br /> � �� � �` ` __ �,>,P�JC IN i�lE IE = 1?.46 �'J ,`%? ���� �1 % ..� <br /> MOON TREE i � � � �' � �`` ( _--�- '� �;� ~�, �� � - ' �° ss-- SANITARY LINE <br /> _ <br /> �� <br /> i �� f�� \ `� fl', _�_ . � s,� �� <br /> ' . � '-- � � ' �, -� �. ' -- � ,�� s� E <br /> ` � � <br /> � i � -,. `-��� --�^ -�-��-�` v�aa� ",. �a��---� =---�o� -�� �� ' w-----�or�1---�_ � �- - � STORM LIN <br /> - r�-- , ��� a�� I` ` �,� � z � GAS LINE <br /> .� PVC � � �� � c, �- , -w�o� �,��o� r�= � , � � _�F �� ..��,�_._� , oH� OVER HEAD UTILITY LINE <br /> iE _ �J.JH � h r'�___--G�l���� �� � � , �� ✓��o� � � , ��- � . w <br /> � �VQ�-------,-�- <br /> , , ;� �� �o ;�� � o rvo� i N J.�----_ wo� -��o� �ao�- WATER LINE <br /> i f ��, i, �'_Ji� J�, i r � � FENCE (AS NOTED) <br /> ��� � � � �� � �; , � ;������-� � m � VEGETATION/HEDGE �INE <br /> � �� � p_._._ <br /> ca vau�T s `�� ' -' %- - ��--- �r !---- � - _- � E� z <br /> RIM = 15.2J��'� � `�\ �,�'� ��;PPROX. LOG,�Tlat�l FROM �� � � � -�-___ ---- '----== <br /> WESTERN � �� <br /> � ' CABLEC���1 {�I�T SURVEYED) I " <br /> � <br /> � � �� � a � �� » „ CO Vt�ULT � �PPRQX. LO��TION. � CB 1�3 x24" o <br /> � i n- � � � r C� 18 x24 ,- ,, " rONTF��CTOR TO � RI�1 = �l 0.00 <br /> WASHINGTON i'.� �o i\ �, ��� ORT C7� cVERETT ADDED � " RIM = 16.08 � nl�ri = 17.1 r�� r � ��. f <br /> i r. � Q. VcRlF'f I_ 12_" CP�(P G�T S IE = 1 '.10 <br /> MEDICAL GROUP ; �� ,��, �' '� �' �F�N �s�a�AFTER FIELD 8°� ��P ���T � �� _ � -,.�, � c „ �- <br /> , � SU2V�Y, Vr_RIFY IOC,�TIOI�1 �, „ o i� C�r1{' IN W Ir_ = 13.2 <br /> + �'� _ i � � �, - 8 CMF� IN N IE - 1 1.68 � � �SSCO � o" Cf'� i�l �! !E = 13.8 -_ <br /> � �� _ rl � ----\ ' � � i �-� ; - <br /> .�SCQ� -��S � ,_U �q �� � _______---�''�_ ,' � �`- �� Rl�ri = ' 6.�-2 �=��1'� � <br /> R!M = 10.27 i � �,' �� �(��� ss� s,8 - ss- SS � \` I, � ''"��]]�`�' � �� , <br /> � 1, (/) S'7� CJ J c� �� \ /� (� � <br /> � � IVI-----�'�--__ ' � SS � �J » ��/ rJs ac; I( �.i. �SS_ / \�`p ' � <br /> k i � � CO�` I� r-� , rl � 6 � - -- C'' � \\ SS � �I, --- /' /. <br /> __� � CC)�,9- � � ^ � � � !� -4. ----__- T � <br /> WSU FOOD ��=--- <br /> � � ,E � � ____ca�, coti� ' -corn .._``� ���M�� ss�'d�' � , �, ;x7� <br /> � � `d» � �� c hd � r `_ RI�1 = 16.05 � ��" `�' ; r�� �o `" � <br /> `, � COM � i � r a-_ P__� � � <br /> SCIENCE ` �- �� � �o� ��- ��n�,- ���, 1� ��--- ��----� <br /> , __ �, � �____- � <br /> GREASE SEPAR,-�TOR ; -n- � �, 3,� � ` , � , _ cor�i - c�ar,� co��n <br /> R I iv1 = 15.10 ` ; � =� o `� �i i �" � i <br /> �c�',� <br /> 6" P�JC; OU�I E Ic_= 9,�-J5-�� � \ � SSMN � ' ___ _ �i`� r� ' _ <br /> � �Q' � I {FT STA�TIO � �`�`�---- <br /> � I I n <br /> _i0P 0� BAFFLES - 10.�5 \ `� , '-� ' '�'MH � RI��1 --�ti18.r� �� S�CO ' <br /> 6» PVC 1�1 U`J i� = 10.15 � c� �', _R1�1 = 16.76 `.\ s-'J `�� � Lr'�(�I�1G � '�2.7 ^ �� RIM = 16.76 , <br /> RIPv1 = 17.6�3 i i �; <br /> � `� �� \ r" � r-' '.. 12" PVC pU� E IE = 8.0,-3 � „ � �, o `� <br /> � � 8 P JC �UT � I� = �131 � .� , � 4 DI OUT"�" IE � 1�3.59 �`-----_ "' `,, <br /> ' �` ` �3» PVC !N W fE = 9.41''� � <br /> � � � � � , , �,, a 8' PVC li�l W IE = 8.13 � 4" PVC E�E3GW � IE � 1�C.0;- ;� �\ <br /> i � �ti � ` ��`J l `. i 12" PVC IN �N I � = 7 �9 �� <br /> i j �`., 2 U' 1 � _- , �'J� � `� i SUiv1� _ �-.06�\ c:� �' <br /> ! ' r � �, _�� �i �, rr � �_-�> � <br /> I � � ^� � <br /> i � j� �Z�, ��` � � �_ �:, » j <br /> THE EVERETT CLINIC� ' ��� <br /> c7 r � � � i `�. C3 1 d x24 � <br /> � ! `,_ � `�� � �,� n ; ��\ Riiv1 = 15,98; CB <br /> BEHAVIORAL HEALTH � � � `� \'� , �-- - _ g�5 '�� �` � ; �, �13° ��1� ��-�- � �F = ��'�3 RIM = 16.66 <br /> i � ( � p . �-- �--_ �- ` ` ' � '� ' '� - <br /> � ��, . p . . � � � i _ 1,_ �i�P II�1,�� I_ 1_.43 <br /> , _____-�- <br /> AT MARINA VILLAGE ; ,, ; ,�� `, a --� \ ` �- , �_ �` �,\--- ��___� \,`, J,� � � �'ly� `�� `' i �--�/ <br /> , �� ``` �. �__ <br /> , '` ` - ' �S' i . , o �� �`�'' <br /> i i �>, �� � �� ��J' i � '•. �� v, ��� <br /> � 8 , , J i . <br /> � ,.h � ,� i <br /> � � ` � � `�,,, "� � � t.,�✓ I ( ,. i' <br /> Y � � �, �/� � �" / , 1 '� � <br /> '� . \ �.� \ � � . Et ...._ ..... `1' ��� �l <br /> 1 � � . � � L,-, � <br /> i i . � ��es' � � i 3 2'> �i � ' `t e <br /> i '' i `. ` .' >y � � i �� i �- _ <br /> = i 4 �� 4�'� SDM�-� ��\ /` 48 SDMH �� p- �,, ✓; �� �; � p� P �`` P�r- <br /> _ t� <br /> i i � Ri�9 \ 13.9t� '� . RIM = 14.62 � � J�,�.\ L � � �` �_------ --__ - � _ <br /> � �� _,-��� Cfv9P OUT S IE = �.07 � � . ' - ' - i <br /> » ~ �"� �iJ \ i � 4 �-I i I <br /> � 12 �'��P OUT S IE _ �J.1� �� _ _ � � � � `, <� � i <br /> � � � 6>, PVC `I,N NW IE _ �.�z4 �' 1 L" �;��iP IN N IE = 9.07 s�� `y � � r- '� � ' � �`• <br /> `,��' � >, ��>, � i i ��� � <br /> � i �' � � 1�" CMP �i�`� N IE = 9.24 �' � �, �, CB 1� x� �� �-+`_-_, �- `� _ <br /> � i � � , `'��_ � - � <br /> Z � �i _�� `.\ �� � �\ `� " � C� �JT�J�RIIF = 10.17 � � '~' �-'/ \�� . <br /> , �� , � 3 P 1., 'C�J � , <br /> � ; i i � � ,'�� �"._� �`' ' �,' � 8„ PVC I�l i�! IE = 10.77 ��� ;<< � �,�� 3`� <br /> o �..��.,,�^-� r�s . ___-� i �, �g� �� , , � �\ , �. <br /> � � , � - <br /> � ,'� } �'� - -'� `> �� � �' '', �� <br /> � ' \', ,' �� -- '� 2 � � �' �� i i--'� � � <br /> � � - _ `'-=�- -��.�-____�_'� �' _ _ -� �-F_``j� ~� � ��"c�J// j i `� i 5��� � i i <br /> \ <br /> i --.�_ � i G �__-� �-� �,� _ _ i � � i �` `\, � jD__.---... � �� �'�� <br /> oMi p � � � � `�� s� -_- CE 18 x2�- � <br /> SURVEY NOTES ° � -� `� '� � � � ' r - ,> >, ,, ��� - ,6.�0 <br /> � � <br /> � RIP�� = 15.85 <br /> m 1. HORIZONTAL DATUM: WASHINGTON STATE PLANE, NORTH ZONE, NAD83(201 1). Cg 48" SDP�1H 12" C�,1P C�UI- 'a�J IE = 11.80 <br /> � <br /> RI�v1 = "10.89 12" CP�1P 1��J (�! I� = 1 1.d0 <br /> � BASED ON WASHINGTON STATE REFERENCE NETWORK AND CONSTRAINED TO RID�i = 16.57 -12" CN1P OUT SVV Ic = 8.34 <br /> � PUBLISHED COORDINATES OF WGS CONTROL POINT E079, A CONCRETE MONUMENT SURVEY CONTROL � a" PVC IN RI���J IE = 9.�-9 <br /> N IN CASE WITH A 3" BRASS DISK AT THE INTERSECTION OF 19TH ST. AND COLBY AVE. 12" CMP IN E I� = 11.�1� <br /> � <br /> i <br /> � 2. VERTICAL DATUM: 0.00' MEAN LOWER LOW WATER (MLLW) POINT # NORTHING EASTING ELEVATION DESCRIPTION � <br /> N I <br /> N BASED ON ELEVATION INFORMATION FOR TIDA� BENCHMARK DESIGNATION "TIDAL4", A 1 366036.60 1300472.03 17.17 PK W/ WASHER � <br /> o STANDARD CGS BENCH MARK DISK STAMPED "4 1934° SET INTO A DRILL HOLE IN <br /> � THE EAST CONCRETE ABUTMENT OF A RAILROAD OVERPASS APPROXIMATELY 0.6 2 365853.62 1300472.00 16.73 PK W/ WASHER , , , , <br /> � MILES WEST OF THE OAKS ST. AND HEWITT AVE. TAKEN AS 41.93'. 20 0 20 40 <br /> � 3 365860.92 1300683.72 17.36 PK W/ WASHER HORZ <br /> �0 3. PROJECT HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBINATION OF FIELD SCALE IN FEET <br /> � TRAVERSE AND GPS RTK THAT MEETS OR EXCEEDS WAC 332-130-090. 4 365887.04 1300205.62 15.94 PK W/ WASHER <br /> Y <br /> CALL BEFORE YOU DIG =- UNITS IN US SURVEY FEET. 5 366075.69 1300239.67 17.56 PK W/ WASHER �� SHEET �s LESS THAN 22x34 <br /> " 1 -800-424-5555 RECORD DRAVI�ING <br /> � FIELD SURVEY PERFORMED MARCH, 2015 AND UPDATED APRIL, 20��. REDUCE SCALES ACCORDINGLY <br /> � PROJECT ENGINEER: SCALE: P O RT O F E V E �E TT <br /> a DWG. N0. <br /> o N. VANDERHORST AS NOTED C�� <br /> � <br /> N <br /> � 0� O 2731 Wetmore Avenue, Suite 30o REFER TO DESIGNED BY; OATE: <br /> o� Everett, WA 98201 ORIGINAL DRAWINGS D. STEWART AUGUST 2018 � � U T � � � � � � L I �� � ��� I � CIP N0. <br /> tak <br /> 2-0-050-01 <br /> o _ 425.493.5221 <br /> ' �' � www.otak:com 1 5/30/19 DAS RECORD ORAWING FOR DRAWN BY: CHECKED BY: � � � � � � � � � s � � � � C � P T � R S <br /> N V E R E T T m� $ � SIGNATURES A. K A Y A N D A N. VA ND ERHORST P R O J E C T <br /> � AND SEALS No. MR-SM-2017-06 <br /> � P.O. BOX 538 0 8/15/18 KCK ISSUED FOR PERMIT REVIEW APPROVED BY: <br /> � EVERETT, WA 98206 <br /> � (425) 25s-3�64 PROJECT 32492.coo EXISTING CONDITIONS/SURVEY CONTROL PLAN <br /> � N0. DATE BY REVISION NQ. DATE BY REv�s�oN SHEET N0. 3 OF 15 <br /> a <br />