|
. _. _ �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 />
|