|
1VW 1/4, SEC. 1, T.28 N, R.4 E., W.M.
<br /> ; ; .. _
<br /> CITY OFEVERETT, WASH�VGTON
<br /> �` \ •� z� , , Pc,�r oF � � i i i �� , � i i � : �---o` r ! 5,5�P�s.v
<br /> � � \ 25' � � \ I EVERETT DEtLS I I ✓1 � I ^ 1 N I
<br /> � VOL 12, PG. 68 I I � � 00436800003703 � (i o � � �� �• `
<br /> , , \ ` \ 004368D0003600 I I I � � ' NOUSE � ii-�� o � � � ` � t � � �,
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<br /> c� \ ( l g I I � f #603 � � I o 2 : ` I °'� �
<br /> � ' w a.;.
<br /> � '•` �\ / C B R l M=3 3 7.5 3 I 8 � � � � � � / � I� � • 2 � "� , ;
<br /> �,1 \�\ \ \ IE 12" RCP(N)=334:33 i i � � PAVEMENT � � 4'14'06" � � I ! '1 � � � A� StS� '��° `, �:"
<br /> L=10.33 �.. \ • i1 ssr°
<br /> � � `/ X \ !E 12" RCP�S) 334 33 CB RI��}=339.90 v EX. 6' DlP I I RESTORATI�N �y ��, ,
<br /> IE 10" PVC E)=335.18 I � PER COE �> >� � � R=X�9. �`. \ ` "
<br /> \ �i° "' tE 10" PVC(W)=338.35 I � � � 6 P V C S/D E S E W E R �n� � / I �' s a i n s t s w �;r .
<br /> � �\ � I I I I S T D 3 2 6 �CONNEC FOR I O 2$ MIN. . � I N p� �,��� \\\ . 1 1/ < �� ' S/fe
<br /> � �� �
<br /> \ /s I + \ �x WOOD CE I _I._ ` � �DL F.FI.\)_ 609 TN_SW FOR 60��4Itl ST SE . ;,, �24'" � a � � �
<br /> �� \ ---- X _ `� �... �J �-� . - � � F / �1 �A (' � � ( y � r
<br /> � � / l4 \ ' ` � „ 7
<br /> CB RIM=337.97 � I ( � � D( 8.0, ` ��`�
<br /> � � I J � 6RAVEt 1 ,�. ��J // q 2 A1 / :,a / � ., �, , ���
<br /> IE 12" CPP(N)=335.17 -� � � � � �
<br /> IE i2" CPP(S)=355.17 \ a. � cn ' � �.. 1� �r _ � 5� �
<br /> ��('�) o N , o � SSC� RtM= 48.8 �Q �\ � . S CALE: 1 3 0 55�h�n � ,_
<br /> ,,
<br /> \y \ i�. r � S � ' __ _ \ - N _
<br /> . - - - - _ _ _
<br /> _ -
<br /> FOUND CASED CONC. MON. \ � . � �� 1 - ---E-- - - ��6- _�\\ �� _{\ \ 1 i i 7--- / ` \ _ SSMH�#1� \ ;\ .--�- 30 15 . _ o . „ ,, .,:30 .. ,.. _ 60 N _
<br /> - �54TH 5T. S ` �" -
<br /> W/BRASS NAIL !N 1" IRON PIPE � N, � - � _ , � i � R/M-N07 SET (AB . � . `_,- �
<br /> DOWN 0.5'. VISITED 11-27-19 \' ; r., � �� cn � , N � � GRAVE�\ � � l � a i � ___ �� IE 8� PVC:(IV)�i40.92 (AB) ( : ,'-' ,
<br /> " � � ' SD "' '� � � �`� 5�' TEE INSTALL �
<br /> � 1 $� �v CRA�EL . I _� ` '�. - �� - � � •�/ __ ��� _-W/ PLUG (AB� -\�----' � 16 A i4" � I w E�
<br /> _ � -� =T _-;- - , ---�- �. , � LEGEND � l VICIIVITYMAP
<br /> h 1>� EX. F.H. u� / -^-- - � SSMH RIM=344.38 � � � � � � F � � � � h� .
<br /> � CB RIM=340.60 I 261 LF 8 PVC 2 � � -�--- -�-" 1 1 M S , SCALE 1"=2000'
<br /> \ � x IE 8;; PVC(N)=337.93 � ��� �� � - ►� EX ST NG ONUMENT (AS SHOWN)
<br /> FOUND CASD CONC. MON. AT THE \ a � IE 8 RCP(W=338.40 IE 8 PVC(S =338.03 ( �gy.�}. 0+51 AB O 15' SEWER � 24�� _ ,
<br /> INTERSECT10N OF SEAHURST AVE. & \ ,; � / C8 RlM=338.53 IE 8" RCP(E�=338.40 ►E 8' PVC(E�=3.38.03 AB � �� � C�S�EMEM��T�y� '-' 1
<br /> 54TH ST. S.W. � �I SIDE SEWER _ , � � �O� SEC710N 1/4 CORNER NOT FOUND
<br /> E L E V. = 3 3 8.7 7' � \ !E ?2" RCP(N)=334.98 I � CONNECADN FOR , '
<br /> \ / IE 12" RCP(S)=334.98 � 0 04 3 6 8 0 0 0 0 4 i 0 3 � 606 54TH ST SW R E C O R D E D \�,,, / �4" , 3
<br /> h,+ !E 8" RCP(E)-335.43 � � 0=4�(�) �202009230693 '- T_ � � ,� SECTION CORNER NOT FOUND
<br /> � •: � N I ( I 16""��" � 30 � � ��
<br /> �
<br /> \ , � o � � f V v 34 _ I �� / � � FOUND REBAR/CAP OR J.P. (►RON PIPE)
<br /> . � \-- � � � "
<br /> �� \\� � � I � � 7' , � ?� �
<br /> (C) CALCULATED Permit#: PW201Q022
<br /> PVI STA: 23-t-90.00 (p) p�qT Site Address: 600 54TH ST SW
<br /> PVI ELEV.' 349.91 Owner. KEYSTONE LAND
<br /> x: 5.00
<br /> (��) MEASURED Tenant: [TenName]
<br /> LVC: 30.00 rBR TO BE REMOVED App.Date: 10/10/2020 ,
<br /> p - p � R.O.W. RIGHT-OF-WAY Proposed Use:
<br /> ^ Description: SITE WORK FOR 10 LOT CLUSTER
<br /> + '"�� + '"� P.0.8. POINT OF BE6INNING SUBDIVISION
<br /> CENTERUNE
<br /> N v N v � Reviewed By: Date:
<br /> 7 �z CLF CHAfN 11NK FENCE
<br /> J 6 0 m � J 6 0 �1��F WOOD FENCE _Office Set Job Site Set Fire/Planning Set
<br /> • EX. GRADE W S WATER SURFACE
<br /> � C/! OF RD EOP EDGE OF PAVEMEM
<br /> BO'�"� BACK OF WALK
<br /> STA:23+15.63 0 0 STORM DRAIN CATCH BASIN (CB)
<br /> E�Ev.�3ss.2� �; ce E'QUIPMENTAND PROCEDUR�' :
<br /> + �SD STORM DRAIN MANHOLE (SDMH)
<br /> �, o MEMOD OF SURVEI:• .
<br /> ¢ �o �SS �NlTARY SEWER MANHOLE (SSMH) SURVEY PERFORMED BY FlELD TRAVERSE
<br /> �
<br /> INSTRUMENTATION:
<br /> / � I= ��� SAN(TARY SEWER CLEfW OUT (CO) (�/�q ��5 ROBOTtC ELECTRON/C TOTAL STATION
<br /> / W � • Iv�''i 3� �p POWER POLE PRECISION:
<br /> 3 � �`� MEETS OR IXCEEDS STATE STANDARDS WAC 332-130-090
<br /> �+ �P GUY POLE
<br /> I� o�r
<br /> / N BASIS OF BEARING:
<br /> � Q� ❑wr,� WATER METER TNE MONUMENTED CENTERIJNE OF SEAHURST AVE.
<br /> � ' Io m cn
<br /> AS THE BEARING OF N. 17'1320" W.
<br /> / �3 � WATER 1/ALVE
<br /> 9 1 1.50q wv
<br /> � � G�MB Mn��eox '=,. TBM
<br /> 350 350
<br /> � UTILIIY POLE ANCHOR '"�� FOUND CASD CONC. MON. AT THE INTERSECTION OF
<br /> / � � FIRE NYDRANT (2 NOZZLE) SEAHURST AVE. & 54TH ST. S.W. ElEV. = 338.77' '
<br /> � � . O% � TYPE 1 NGPA SIGN NA�W 88
<br /> � . . - . � / . .. � 9 a . . . ���.. . . . .
<br /> �a;; � PROPOSED WATER
<br /> � PROPosEo s,arvir,a�r sEwER ENGINEER/CONTACT SURVEYOR
<br /> o / � ��-�--� PROPOSED STORM DRAINAGE
<br /> + � � MSlGHT EN6INEERlNG GOAIPANY PApFlC COAST SURVEYS� IN�
<br /> o N � � P.O. BOX 1478
<br /> } � PROPER7Y UNE EVERETT, WA 98206 P•0. BOX 13619
<br /> ' X X EXISTING FENCE LINE CONTACT: BRlAN R. KAtAB MlLLCREEK, WA 98082
<br /> �'`�"¢ � e (425) 303-9363 PNONE.• (425) 512-7099 DLE, PLS
<br /> � � FAX.• (425) 357-3577
<br /> Z N� � � //. // EDGE OF PAVEMENT FAX 425 303-9362
<br /> ¢�� I I - - - - - - - - - EX/S71NG CONTOURS
<br /> ���, � � � xxx PROPosEo conrrouRs APPLICANT/OWNER
<br /> z�,� \
<br /> / I I PRE-EXISTING DRAINAGE PATTERN KEY510NE LAWD .
<br /> 13805 SMOKEY POINT BLVD
<br /> � � COE STU CtTY OF EVEREiT STANDARD ORAWING MARYSVILLE, WA 98271
<br /> � �
<br /> 340 � � �
<br /> � 340 LEGAL DESCRIPTION
<br /> 2s�� s' ss sSo•o�» �r ( )
<br /> � � D �����J� PARCEL A: LOTS 38 AND 39, PLAT OF EVERETT DELLS, ACCORDING TO
<br /> � �0 L�! r THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 68,
<br /> I { � RECORDS OF SNOHOMISH COUNTI; WASHINGTON.
<br /> SSMH 1 ADUUST RI ro �c . ��� 0 9 2021 � EXCEPT THAT POR110N OF LOT 38 AS DEEDED TD AUDITOR'S FILE N0.
<br /> STA24t 16.04, 4.70' L 2155550.
<br /> R��:�s.52 CITY OF EVERETT
<br /> IE• 340.76 (6'!N, PARCL 8: THAT PORT/ON OF THE WEST HALF OF THE NORTHWEST
<br /> �E �o.so (a� our, w) (Ae)
<br /> Permit Services QUARTER OF THE NORTHEAST QUARTER, SAME BEING THE WEST HALF OF
<br /> GOVERNMENT LOT 2, OF THAT CERTAIN RIGHT OF WAY AQUIRED BY THE •
<br /> C/TY OF EVERETT BY DECREE UNDER FlLE N0. 133513, SUPERIOR
<br /> COURT,•
<br /> TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE
<br /> � �"�� NORTHERLY 30 FEET AND THE EASTERLY 25 FEET OF LOT 39 AND TNE
<br /> SOUTHERLY 30 FEE?AND THE EASTERtY 25 FEET OF LOT 38, EVERETT
<br /> R� O�D D R �I�G DELLS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF
<br /> j PLATS, PAGE 68, RECORDS OF SNOHOMISH COUNN, WASH�NGTON.
<br /> � Ex SSMN This Rec d Drawing has been prepa ed,in part,based SfNATE 1N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br /> sla:2�+55.3t, 5.os' � on"As-Bu It"information provided by thers.Though
<br /> R�M:344.38 the as-bu It information and this dra ing are based on ,��
<br /> J.J� IE 338.03 (8" PVC, S) . . 9fR�a3i@R;fl9-p i9rt-S J J O �` `
<br /> be\de egar ingthe d�awings acc racy. S E W E R C O N S T R U C T I O N N O T E S:
<br /> IE.• 338.03 (g" PVC, W) � �al�'
<br /> IE 338.03 (B�VC IN, E)(AB) aa�,
<br /> Igi12d B D8t@ 1� COORDINATE CONNECTION TO MANHOLE WITH PUBUC WORKS INSPECTOR.
<br /> � � SCHEOULE INSPECTION ONUNE AT PW.EVERE7TWA.GOV.
<br /> Permit ins ector
<br /> �,� Print Na ' e&Title O2 2s��s" Pvc � tr
<br /> � 0 1��1��'P ��61�9EE�1�lt3 CO.
<br /> w�. P.O. BOX - 1478
<br /> 325 325 EVE��-r, WA 98206
<br /> (425) 303-9363 (425) 303-9362 FAX
<br /> o "� u� °� °' `� o `n "' "' ^ �n INFO@INSIGHTENGINEERING.NET
<br /> � �
<br /> � "� "� "� `� � "� "� `� "� � "� SITE ADDRESS: 600 54TH STREET SW
<br /> � � ; EVEREfT, WA
<br /> ��o ���'����� � � � � � .
<br /> TAX ACCOUNT ND.S: 00436800003800, 00436&00003900
<br /> ' Knowwhat'sbelOw. 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 REv. Na oEscR�PnoN iNmA�s oArE 28040�oo�oa400
<br /> C1II before you dig.
<br /> UTILITYCONFLICTNOTE.• OFFISTE 54TH ST SW PROFILE R
<br /> HORIZ. SCALE 1=30• r� �9 NW 1/4, SEC. 1, T.28 N.,R.4 E., W.M.
<br /> CA UTION.' VERT. SCALE 1=3' ���pF WAS � �
<br /> THE CONTRACTOR SHALL 8E RESPONSIBLE FOR VERIFYING THE LOCA710N, S`FTH ST SW
<br /> DIMENSION, AND DEPTH OF ALL EXISTiNG U(ILITIES WHETHER SHOWN ON THESE ��� � co�
<br /> �
<br /> PCANS OR NOT, 8Y POTHOLING THE UTILITIES AND SURVEY/NG THE HORIZONTAL
<br /> AND 4/ERTICAL LOCATION PRIOR TO CONSTRUCTION. TH/S AND THEN SHALL � � � < , r,� OW6 F/LENAME DESIGNED 8Y.• DATE SCALE.• JOB NO.:
<br /> INCLUDE CALL/NG U11L11Y LOCATE � 1-800-424-5555 POTHOUNG ALL OF THE o 36499 cU 180915-FlNALDWG JRC 11-19-2019 1"=30' 15-091 S
<br /> EXISTIN� UTIUTIES AT LOCATIONS OF NEW l/TILITY CROSSINGS TO PHYSICALLY ,p I S T ��ti
<br /> VER/FY WHETHER OR NOT CONFUCTS IXIST. LOCATIONS OF SAID UTILITIES AS SI�NAL ti� SHEET
<br /> SHOWN ON THESE PLANS ARE BASED UPON THE UNVER/FlED PUBtIC AS-B ITILT
<br /> INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, i .
<br /> THE CONTRACTOR SHALL CONSULT WITN INS/GHT fN6lNEERING COMPANY TO 06-11-2021 SEWER EXTENTION SS1
<br /> RESOLVE ALL PROBLEMS PRlOR TO PROCEEDING WITH CONSTRUCTION. PLANAND PROFILE
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