Laserfiche WebLink
' II I � �,; ' I _ _ <br /> . a . Rl����,1�, . <br /> . ;. <br /> , , <br /> _ , - • <br /> . ; 6��� 6�0� . LEG�ND - . <br /> XREF �.�sT � GREASE SEPARATOR <br /> ______ ,NW ft(M = 16.67 6726 24" AREA DRAlN � <br /> , �t�cale: 20 ; ' ' t� _ 24" AREA DRAIN : RfM = 15.83 <br /> . • -- 3 PVC QUT SE IE -- 15.77 „ .� <br /> , .. <br /> . ------ RIM = 15J6 _ 6 PVC OUT S fE = 13.82 <br /> - , �» PVC EN NW lE = 13.37 „ „ _ � FOUND MONUMENT AS NOTED <br /> �..,; � I lE - 13.88 ., <br /> `� Resofyed 6 PVC OUT S (E 13.96 6 PVC N N <br /> SANIfiARY` MANHO�E <br />, . . _� -------- CTR RIM = 16.61 � STORM MANHOLE <br /> TfBI.K ` _ TQP OF BAFFL.ES = 13.96 6" PVC lN NW IE = 13,99 T �1A1V . : <br /> MARiNA ea$EMa - 20�4 �+ " � AN 1 HVIV 1 �S 6303 }, 2�t' '�l CATCHXBASlN MANHOLE SIZEjLOCATlON. .; . <br /> � MARINA UTIUTY AP - 2014 ANTHC�NYlti7 �3"�PVC� N NW IE = 15.76 i � R M 18 16.49 � FIRE HYDRANT „ ° . � ' <br /> . �4g2BU6aa p/�p-�- s IM = 16.52 � , WOt?DFIRE GRILL » , �. , =. <br /> � -------- H�MEI-V[l 1 � R E - 13 12 � � 12. CMP O�JT S I� = 13.29 oa WAT�R VALVE <br /> 6° PVC OUT SE { � � 6262 � � 63Q1 6" PVC lN N I� = 13,59 � GASEVA VE E� , <br /> 3" PVC EN NW IE = 15.72 � SSCO f 5SC0 3" CPP IN NE lE = 1,3.59 <br /> � RiM = 16.42 i RIM = 17.26 � � LIGMT � <br /> +; : .. <br /> ; � i i � CO COMMUNICATiON MANHOLE - , "�. <br /> , 6725 �`----------------- = � � 6322 i i <br /> • BOLLARD <br /> - 24 AREA QRAIN � � � i_�.�.�___ -__ - i o COMMUNICATIQN RISER <br /> � �SC�CQ 6310. i <br /> �. _ �`� �' . � <br /> � ' ) T ft1M -- 15.70 �� +-___________________.��.__:�_ _�Q� RIM = 16.45 i CO VAU��T ����\ � -o- UTlLITY POL.E ''' . <br /> __ ____.�___��r__�____ _ �� yy o GUY POLE <br /> ; U � = 13.92 ^ ��, 3„ PVG - --- �RIM - 16.7� <br /> ._ ; IN N IE = 1�.97 r �. � <br /> 1 i � �� � fE = 15.4� � Q ' `•___ _-� �------,-___ -i ; 6648 E�-- GUY ANCHOR <br /> ;_; ----_______.,._� .. ,- ��� , SQ , a ��aT �E�SURE�� ALPlNE BUATS <br /> .\ �. � , y � ,i --- -----� . B 18„ 2¢„ � m IRRIGATION CQNTROL VALV� " ;�'. <br /> , � . . . � � , RIM =�1�. /'11VD CflOti�7 1►11t11 G� ..a. SlGN OR SIGN POST • , . <br /> , SD SD � SD p I � � � � G � �- � � �` `� 8" CMP QUT IE = 12.50 0 PO�f+(ER JUNCTION BQX ,� ; <br /> ' YACHT 5A►LES LQ SURV�Y CQNTROL POINT <br /> , ,�; � c9: � ` so . s� ,`� e 6311 ��i �``- 4„ PVC IN N E = 13.35 XX � � <br /> �. � 6256 �,�0 �i � CMP 1N � {E = 12.7Q s :. <br /> , .� c� . a� i _ x, „ . GREASE SEPARATOR �o� <br /> . ___i . o \� i Cllvl �� 15401 �� a. RfM � 16.51 � � 8'� CMP IN E IE = 12.55 5481 � DECIDUQUS TR�E <br /> 6201 i � � � R , „ � � » » . <br /> _ CO V U�T -�- `� 12" CMP OUT 'IE = 12.21 6 _�1LC.QI�..T_�IE� � 12.51 ; . o <br /> � _ A i � i: `. Q �' » 'I� - . 1 �-,r-----� '�TOP OF BArFLES -.13.61 � , CB 18 x24 <br /> � ___ RIM = 16.00 EVERGR�EN TREE � ' <br /> � RIM - 16.74 i ! . 6 PVC iN V� E -� 12.�4 . „ � Q � . <br /> �. x „ . �' 6 PVC iN N I� = 1�:6'�.� Q � � » <br /> �a �NOT MEASUftED) _ c�m ��i � ��, 6 PVC�1(� N IE = 12.51 ��,. _ �` �, �, M 8 CMP OUT E IE = 13.15 <br /> ` � � `•; 6" E�/C IN NE iE = 12.46 ,�' : ��, � : y <br />� '' MOON TREE ; " ; `��, _�---- ' �� ,�' . � '. P � __---' so� s-AroRMR�iN�N� <br /> � ; � �I p �;�� coM � ,� c--- GAS LINE <br /> -_, 3 PVC � i � Q � wo� � wo� wo� wo� �'o°� � oH� QVER MEAD UTILITY L.IN� � <br /> " wo� wa� wa� <br /> - � P � � , , wo� w-�--- WATER L.INE <br /> IE = 15.38 � c� � a , � c� wo� wo� wo� .: <br /> � � i � � �' ----- F�NCE (AS NOTED) <br /> i o� i J'J, i � � � VEGETATlON/`HEDGE LINE ,, <br /> t� � <br /> c� �� <br /> 6042 i t ��f `� y �' . <br /> . CO VAULT � � �� � � ; , <br /> RIM = 15.20 � '� . �.-' APPR�X. LOCATION FRQM � � 5424 � <br /> � � <br /> � N i 5140 » „ o <br /> WE� R P 0^.V LOCAT{ON. . 18 x <br /> (NOT MEASI�RED) , <br /> � �t � a � /l �,�' CABLEGOM (NOT SURVEYED) l� 'CB: 18"x24" IMC� 17U16 e " GONTRAC�OR TO R M = 16,00 � <br /> WA�HI�IGTON , � � ,� ,�� o�T oF �ER�-� AQo�� � - <br /> C � � � J' �- � 8 CMP ' UT S 1}� = 16:Q3 n Q VERIFY IE 12" GMP QUT S IE = 1 .1 Q <br /> � a ` � -' NEW SSGO A�fER FIELQ ,� p � (NOT MEASURED) �, 8„ CMP iN W iE = 13.2 <br /> � �G�I�AL �ROUP 1 s - : SURVEY, VERIFY LOCATION „ � �n ,� `y � <br /> .. .� � c� � �.. 8 CMp IN N IE = � 1.68 <br /> , -� 6038 i � -a- ,�'f ' � SSCO 6 CRP IN N IE if 13,8 - '.;' <br /> :.: _ <br /> s <br /> SSCO �ss ' o�i o, �__-__�_-�' / � 1 � � �� RIM = 6.42 �=�'�' . <br /> � ... RIM 15.27 � -- . : ss . s,s' ss ss ! �� .- � � ',_ - o <br /> � <br /> -, j M a , ss ss Ss � SS 6„ : i ss �`�5 ' � �.. - : = <br /> , i � - 51 i�7 `� SS _ -- ..-'� `� �� <br /> , Cp(� � � <br /> E c� COM '� ,� i� �� � SSCC�,� � __ - � " :t�`.. <br /> WSU FC�[J , � � � � ' <br /> i � t caM co� con� � \ n�� � RIM = 16.65 �� � ' � ; <br /> . 60�5 ! , �. .\ ,`1 8 „ � coM �oM '� aM � .........,�. coM coM co�i caM P � <br /> � - SC�ENCE , �o� _ <br /> ..�,. , <br /> . Gk��f�SE �EPARATOR i �� �� 8 , . <br /> .._;,� RIM = 15.10 i � . ca ,,\ o „ ,` '``� � <br /> ` 543 v' ��`�- i <br /> .� 6512 �- LI� STA710 � - <br /> _ 6„ PVC OUT E IE = 9.95 , �`� SSMH �`. ,,_-- - -_ , `� SSMH 10 - <br /> ' , TOP 0� BAFFLES = 1 Q.95 � 1 � <br /> RIM = 17.68 i RIM ���18.6 SSCO ' � ��, \ <br /> , F i �� RIM = 16.76 �`. ,,.-' ���, , � LA IN.G $ �2.7 �, � R- � <br />. 6 PVC 1N W IE = 10.15 � � `� „ � � ..- �., 12 PVC OUT E !E = 8.03 � ,, r RIM = 16.ZB � \ .k-. <br /> i , � �. . � 4 DI OtJT"� I� � 3.59 • . <br /> ,., <br /> 8 PVC OUT E fE = � � „ 1�� �. <br /> y i +', ���\ 8" PVC iN W lE - 9.4T.�\ �,,-''� �` 1 8 P`JG lN W IE = 8.13 i » ` <br /> , -- � ' 4 PVC ELBDW IE �� 1�.04 �\ . <br /> , _ � � �� � ��`` �a--' `.°` i 12" PVC (N W I� = 7:�9:� c� �� <br /> � i `\ �, � - ,.-''� o �� ; SUM = 4.06 `�,` , i <br /> i ' ` �\ ,� � .\ � �� LIFTMN ��� 5353 � � <br /> � � a <br /> , � � �. �� � <br /> - f i it .� .\ � i '' . : GB 18"x24" i : 5346 . <br /> _ `: i � <br /> ; � � ' , <br /> . - -, :.. THE EVER�TT CLINIC� � � r , _ , <br /> \ ,, �, � a � Ri� _ ��.s�, c� �� � <br /> . _' � � `. �» `.\ � �' � `�� _12" CMP OU� S. IE = 12.43 <br /> ,:., _ <br /> RIM = 16.66 e •-, <br /> i � . _ <br /> BEHAViC)RAL MEALTH � ; ., p ���. -�:, : �. � ; ; � , ,z ��P �N,�, �� = ,2.�-3 <br /> „ <br /> ii . a � �___�'� ` -� �i � � �y ,,`�\ � ���� (NOT' MEASUR�D). <br /> � AT MA�i#NA V1LL�►GE � � � - , <br /> � a ` �,`E- � ' � t� c� �- � =� <br /> \ �' �` �1-- � 1 i . � , r � <br /> � { { �� \ `, �� / 1 �\ � Vy ��� <br /> � . . . . . . ' . . i p» �� . . \ . . . . _ �r � ..,` � . . . .\� � . f ' � � 1} � , � . . - � i'�./ � � . � . . . . . � . . . . � . .� � . � � , <br /> ,...,.. � V \ �! � <br /> � <br /> ; �` �\ . i'� �� �'� � � 4~' � <br />, ; I t � � ................:.... �,� <br /> -.� ' " �` \` \`� ,,.���1/ 5816 �\\ \\`� ;� �2�,� � � ;' p P J p i - . <br /> �� . i � � �917 �\ .`' 48" SDMH � a- �,�,/ �, p <br /> ., i A, � 4�� SQMH `.� �'� RlM - 14.62 �� -� � � �' � <br /> � � � R!M�� 13.94 � � ,„ � • � �_j ��---- ----- -- � : <br /> i � 12°' �`i�P OUT S {E = 9.19 \ `�. ___-�2 �GMP QUT S IE�= 9..07 `� �`� �'' ��, � �, i ' <br /> i . _ » � � 5001 ,�:. �x � ,�' p ���� „ <br /> ! � � 6�, PVC `4� NW !E = 9,44 '�. ,- �2 CMP IN N VE = 9.07 ,,.1 y � �� ,> �„ s � � ,.� �� <br /> a �-' ..� � �� i CB 18 x24 � ��____' �,' � �_ , <br /> . _. j t' i` � 12" CMP �{�� N IE = 9.24 �.' ``y�� �� `� �,' RiM = 16.32 Q � .-'� �� ' <br /> �' U � � � ��1 <�i' ` � �\; '�\� �,� PVC`C�7�T SE kE = 1�.17 �' i,\ �� \�� � <br /> i � <br /> i i � . <br /> . .; � i i ,.'� 1�`' _ ',�� / � 8 PVC IN N IE = 10.7I7 ��\\ %f `. 3 � <br /> � c� , <br /> ,1 p __J ( , �`� '. i ` � --" ,i' �� <br /> i Z i / i � � > \ � � l <br /> % �,, 1� i// � � 2 ��� ^�1 � � <br /> i � � � � l <br />, :; T \� '�� � _M1 ����/_�4` �___ ,�,��'`- ` � �\\ i SD �� � � r 5176 ' '' . <br /> ' � G - - � i �,� � � \\ i SD 5164 � eB� ' <br /> .. G G-''--"� � p P 4 � .� • s � �` ` ��--' CB 18"x24" i RIM = 16.40�� <br /> � SUF�VEY NQTES , <br /> � p r � 51.56 � <br /> �I � RIM = 15.85 � (NOT MEASIJRED) <br /> i' . 551 1 48" SDMH 12 CMP OUT W 1E _ � 1.8Q ' <br /> °� . <br /> . - 8 , , <br /> 12 CMP IN N !E � 1 <br /> 1. 0 <br /> � IM - 16.89 , <br /> 1. HORIZONTAL DATUM; WASHINGTO(� STATE PLANE, NORTH ZONE, NAD83(201 1). R <br /> o R M = 1.6.57 , <br /> ; � 12" CMP OUT SW iE = 8.34 ' : �L. , <br /> .i c, BASED ON WASHiNGTON STATE REFERENCE NETWORK AND CONSTRAII�ED TO <br /> � SURVEY CUNTRC�L 0. �" PVC IN NW IE = 9,49 . <br /> A CONCRETE MONUMENT (NOT MEASURED) ; :, <br /> .�I � PUBLISHED COORDINATES QF WGS CQNTROL POiNT E079, . _ : 12" CMP l�! E !E = 11.19 <br /> .'.. � (N CASE W�TH A 3" BRASS D1SK AT THE INTERSE�TION OF 19TH ST. AND GOI.BY AV�, . <br /> . . � - � . <br /> � . � � 2. VERTiCAL DATUM: Q.00' MEAN LOWER L.QW WATER (MLLW) POINT # NOftTNING EASTiNG ELEVATION DESGRIPTION <br /> .,_ <br /> � � <br /> :. <br />, � � _ `Z` : <br /> „_ � M BASED 0(� EI:EVATION CNFORMATlON FOR T{DA� BENCHMARK pESIGNATION »TIDAL4", A 1 366036.60 1300472.d3 17.17 PK W/ WASHER _ - <br /> _ •� <br /> -� o STANDARp CGS BENCN MARK D15K STAMPED "4 1934" SET INTO A DRILL HOLE i�l ' <br /> � "' �- THE EAST CONCRETE ABUTMENT OF A RAlLROAD OVERPA�S APPftOXIMATE�Y 0.6 2 365853.�2 1300472.00 16J3 PK W/ WASHER , �p' q' �Q' q�0' <br /> � MILES WEST OF THE OAKS 5T. AND HEWITT AVE. TAKEN AS 41.93': <br /> - � 3 365860.92 13Q0683.72 17.36 PK W/ WASHER HC1RZ <br /> , �, � 3• <br /> , ,~_ �o <br /> � � ', 3. PROJECT HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBiNATION OF FIELQ SCALE I�! FEET ; `� <br /> , :, . <br /> � i TRAV�RSE AND GPS RTK THAT MEETS Of� EXCE�DS WAC 332-13Q-090, 4 365887.04 13QQ205.62 15.94 PK W/ WASHEft • : <br /> . ,. x <br /> , ; ,, . <br /> _ , �I`�Y t�� �����T�' . <br /> �; <br /> : ' C�1�..�. BEFORE YDU Q�Ca UNITS IN U5 SURVEY F�EET. 5 366075.69 1300239,67 17.56 PK W/ WASHER ��vj���� ���, p�����" �F �J�EET �� LE�'J� TMA� 22X�Jq- <br /> ', � _ � : ; <br /> 1-800--�24=5555 REDUCE SCALES ACCORDINGLY <br /> .. 'i x FIEL,4 SURVEY PERFQRME4 MARCM, 2015 AND UPDATED APRIL, 2a17. . <br /> _ <br /> , , . <br /> , , <br /> , E R TT <br /> . : �_,, � . O t� , <br /> NROvE�CT �NGINE�R: SCAl.E• � �T F V� E DWG NO <br /> �� ��� <br />. a ' , �. <br /> ;� o ORST AS �JOTED _ <br /> � NDERM <br /> - -! �; <br /> ���� �' <br /> r , �� , DE5IGNED BX: DATE: � � U T H M � R I N A L I F T �T A T I 0 N <br /> > _ i �� Q � _ D. STEWART AUGUST 2018 <br /> „ �� 2731 Wetmore Avenus, suite 30o CIP N0. <br /> � Everett,WA 982d1 2--�-��J�--�'� <br /> . _ _ N 425.493.5221 � DRAWN BY: . CHECKED BY: �'1 � V � � ��� � I I `! f � � V � 1 �� � � <br /> www.otak.com <br /> '� � N T� : e� A. KAYANDA N. VANDERHORST PROJECT , . <br /> _ ����� .:: �s��`,: :. N4. M R-SM--2017--06 <br /> . � <br /> _ . ..; - � <br /> ; Q P.O. �QX 538 O $/15/18 KCK ISSUED FOR PERMiT REVIEW , : �;" . ': APPRO . Y: <br /> ,. �,�.-- . , <br /> :�,' � EVERETT> WA 98206 '�`' <br /> � . . .._. EXISTING C4NDITIONS/SURVEY CONTRaL. PLAN � <br /> �-' ('425� 259-��s4 f'ROJECT 32492.CQ�} N0. DATE BY : REVISl�N N0. DATE BY REVISION SHEET N0. � OF � 4 . <br /> . . ^ . o <br /> `� � . <br />. ;� . - � <br /> . ' <br /> , ----- - -_-- <br /> _ _., --- -- - _ <br />