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NW 1/4, SE 1/4, SEC.30, T.29N., R.SE., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON
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<br /> � r'e;' i I ! • FOUND REBAR/CAP OR I.P. (IRON PIPE)
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<br /> TBR TO BE REMOVED
<br /> � POINT OF BEGINNING N
<br /> �=i�iDA�i''S FIPST A�DITION TO E'�,`F�'ETT �� � I , , _ � _ -_ m
<br /> i � I EDGE OF PAVEMENT
<br /> � � �� z-_L-36.7?` V O L. �, P. ��� ! I �______ STORM DRAIN CATCH BASIN w E s
<br /> �l�-� � � R=183.10' _ I � -- - �a
<br /> , VICINITY MAP
<br /> 4=11°30'20"
<br /> � � FOUNG REBAR & CAP I
<br /> �'��,, ��� �� � PROJECT BENCHMARK: SCALE: 1 �� - ZQ� l�- -��'h' STORM DRAIN MANNDLE S SCALE.• 1"=2000'
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<br /> SSMH � � \ � � � � � � z �� i SANITARY SEWER MANHOLE
<br /> FOUND 3 4" lRQ�N PiPE
<br /> R!M ;t_32.?�' I 0.10'S X Q.09'E 22 0.22'S X 0.?4',� � z z z c S7A1 fON V029.
<br /> !E 36" (N,Sj=156.9�' � � � EX. ROCKERY � � z 'T' "' � j z EL =175.63' Zp 10 0 20 40 SANITARY SEWER CLEAN OUT
<br /> C7��;1(��` �7 � �-APPROX. EAST E ,>,� �R� � 6 7 8 � � -� � _' � _-
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<br /> FR�D,�1 { � SE��N� ADDfTION TO EVERETT � �
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<br /> SSMH � ��% � � Q� ' Pr• f 0+43.01 _ I ;_ _ _ -- � � � � � TYPE I NGPA S1GN
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<br /> � � �� \\ � � � � - � � ' � _' II �, ' I �\ ---_- -------- -- -- - - - BUILDING SEfBACK LINE (BSBL)
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<br /> �` � � , - � i i f ,� ° �' � �� � � CB J�1456 (TYPE 2,? PROPERTY LINE
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<br /> �� ( , , I/� /,/ a EL CTR CAL_ � ' �, lo I ' I I � � �F 6„ �w)=1?3J0'
<br /> RIM=185.f 4 AB
<br /> • ' � � � � � � ' � 1� 6" (NW,SE,'-17,3.58' �1�_1/// //i/�LL ED6E OF EXtSTiNG PAVEMENT
<br /> IE 12 CPP(E)=181.04 (AB)/ �,, � RO M _ i � � � I, i I /. � J ,-c�.. ! a
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<br /> - -- � I � �v �-. � _ � � '/ I ; - -_ - � ; � , � � \ � IE &" (SW)=175.41' XXX PROPOSED CONTOURS
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<br /> 1 ..... / -,.� / � _ —- �cn ; � � _ �� IE 6" (Wj=175.22' ----���--� PRE-EXISTING DRAINAGE PATTERN
<br /> - ,.,, » j�� � _-;'!� Qo FI{?E I�E �_ _ � _ - � ` � � - � / lo I � STOP BAR � IE 6" (NE)=174.91' .
<br /> RIM=185.14 (A8) °i v o �� X R OM ; , ,, � � ! � EX. ROCKERY o � PROPOSED STORM PROJFCT NOTF..'
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<br /> IE 12� CPP(W)=180.39 (AB) ' ��` ' I , , ( � I r 1" � / � � I I ����T���, PROPOSED SEWER
<br /> ' "" ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED.
<br /> � � RIM 178.35 - �
<br /> IE 12 CPP(E)=180.34 (AB� / � o � / � � � G ,J. � (TD BE REMOVED) I. � __. _,�,� _,m�, SEPTIC SYSTEMS & DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE
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<br /> lE 12" CPP$=180.39 AB 6 v S(GN / ,,�_. / -- M � :_ --- � � � � � ' I E fi" (SW)-"i 72 19` PROPOSED WATER '
<br /> (, ( ) / � � - - - ---r--=-r=- - -"�-, � - -- � / / ; , -- L "�-- � E � . � IE 6" `S�/-?72 d� ALL EXISTING SEPTlC SYSTEMS & DRAINFIELDS TO BE ABANDONED
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<br /> / �, � ', � r � � � / ( E)=17Z58' � LIGHT POLE ( )�
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<br /> � �; � y `, � '; / � � I � � � - -- !E 6" (NE)-]?2.55' - COE STD CITY OF EVERETT STANDARD DE(All
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<br /> BA51S OF BEARIN�:
<br /> ��' Q � L=36.77' � � � �� ` ��- --� -- � � � R�M �78 �� N 1'04'25" W BETWEEN FOUND MONUMENTS ON RUCKER AVE AT 37TH
<br /> � / IE 6" (E)=175.42� LEGAL D�'SCRIPTION ST AND AT 36TH ST PER THE GRAND CONDOMIMUMS, REFERENCED
<br /> �R=25.00' � I � � �� � I�r ° �
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<br /> � � Q � "�4= 4'16'14' �T �` � '! � i � �� I Q IE 6" (NW)=174..54' HEREON.
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<br /> � � � ` _ �,� 9 ' / / �"� � !E 6" (SE)=175.26 PER CHICAGO TITLE ORDER N0. 500048062, AMENDMENr 1, DATED
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<br /> CB r 2 /.- �l,., , � \ � ( ✓ ( } I JANUARY 4, 2017.
<br /> ��g7' RIM=]87.�0' �' � � � � � i� / '� � � �Y���_ j ;TOP" �-v -/ � �i I O �� rB #1460 (TYPE 2)
<br /> ,35'E / 'E 18L�� (17,. PVC N) � F0� � :,.:K S R i � � � � b \ � kfM i77.&.5' PARCEL A: B�I
<br /> ��F•5'� � tE-?81.30' (12" PVC E) �. �� �'� ;. �tq� ' ' ^ ____�--__- --- ,---�\ -- ;- /, �. P � \ SIGNAL POLE, IE 6" (E)=i74.23' LOTS 17, 18, & 19, BLOCK 13, FRIDAY'S FIRST ADDITION TO CITY OF EVERETT
<br /> / PROPOSED �� � � � ' L.— J FO D, EBAR /� � � , � �� LIGHTPOLE IE 6" (SW)=173.90' EVERET7; ACCORDING TO THE PLAT TNEREOF RECORDED IN VOLUME 3 STATION V029.
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<br /> �� � , , � � � �. / & C 631' o i � '; � STOP R � OF PLATS, PAGE 34, RECORDS OF SNOHOMISN COUNTY, WASHINGTON; EL =175.63'
<br /> MSE WALL ���� L=53.07 � i � N 8'S7'06°E 1 .8.03' ',, ' � q� �'�:��~� i � j � ` DATUM:
<br /> FBP�-1�&Qr.B R=66.40' , r r ? I INLET BAS(N PARCEL B: Q
<br /> �oA n �" � � �U,4E' CUT o j � � r'�� F`"��_E � �RL�`'SINA!.K LOTS 20 AND 21, BLOCK 13, FRIDAY'S FIRST ADDITION TO EVERE�T, NAVD 88
<br /> r��� =45'47'37" „� o p p i > � � R6u i 76.i 9'
<br /> ' � F � , � ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS,
<br /> � � � , �,� ° 7 '8 , CB i 4b0' SD IE=17�.97' ("&' (71 �✓,� . . . .
<br /> N A V D 88 3 64' NGVD '29 (MSL)
<br /> / , ' ° P P � ° MONUMEN� LINE ____ PAGE 34, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
<br /> yYo o'�y� � 2 � 3 ��� /\� 4 ' ! ° " ' � � ' C13 1456 -- �^ j , r � � TOGETHER WITH THAT PORTION OF THAT CERTAIN TRACT DESIGNATED ENGINE�'R S�lR�E'YOR
<br /> � � � ,��, , �° , ., ' - - -, w��,'�� �F � 3�.s.s; ,
<br /> \ � - 37TH ST ET � � -� I� AS PARK rN BLOCK 10 OF FRIDAY'S SECOND ADDlTION TO EVERE7T, 1N51GHT ENGINEERlN� COMPANY A.�P.I. SURVEYING
<br /> � Y �� ACCORDING TD TNE PLAT THEREOF RECORDED tN VOLUME 3 OF PLATS, P.O. BOX 1478
<br /> ,y�, WA�ER w��,�� ��—`---- �NE STRIPE � I � � � �� � / o � ' �; Ia 5205 S. 2ND AVE, SUITE A
<br /> � "�S62j, VAUL; c> •.;,Y+,, ------_._'W � o, � �u ��`� ,�'� / o \ � PAGE 56, IN SNONOMISH COUNTY, WASHINGTON, LYING WES7'ERLY OF EVERE(T, WA 98206 EVERETT, WA 98203
<br /> �y EASEMENT FOR ��� � - _ � � �' � � o � , ` � _ SAID LOTS 20 AND 21; CONTACT: BRIAN R. KALAB, P.E �
<br /> \98), STREET AND SW \ _ _ — �,B 1458 _ _ _
<br /> CONTACT.• MATTHEW J. SCHNEIDERS, PLS �
<br /> � �. — � --_______ W -.� � � � �� — �� � TOGETHER WITN THAT PORTION OF VACATED GRAND AVENUE AS PH: (425) 303-9363 PH: (425) 252-1884
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<br /> .� DEDICATED TO �y � �,ti ,�, ,.,,� � _ � _ — � - . IN1NG SAlD PROPERTI' THAT - _
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<br /> CI1Y OF EVERE7T \ „ "�� ���__�_�_ ,,, _.�µ,� ���;i,4�„E, 179.67' . �
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<br /> � � ����� � � _�_ � , OULD ATTACH BY OPERATION OF LAW
<br /> FAX• (425) 357 3577
<br /> \ ' 1\Vi l\\1 11� i11 11l\ }1\1 1V�\ I y YY
<br /> N83°45'20"E 127.3� � �'��
<br /> ���, � � �� �c: � � CB 14.�7 � j � � FN'D. STD. CITY MON. IN
<br /> � _________— ,,,,_,,,�J �� � � \ x c,�sE v.��TE� oc-,�–�� PARCE� c: OWNER/APPLICANT ARCHITECT/CONTACT
<br /> � _------- MSE WALL '--�--� � ALL THAT PORTION OF TNE TRACT DESIGNATED AS °PARK" IN BLOCK �J �pNSTRUC710N, LLC CHARLES MORGAN $ ASSOC4ITES O
<br /> - � o � � ___� � � 10, FRIDAY'S SECOND ADDITION TO EVERETT RECORDED IN VOLUME 3, 16000 CHRISTENSEN RD, 7301 BEVERLY LN
<br /> T6�-� 4 �� � �—lNLFT QA`In� PAGE 56; SUITE 150 EVERETT, WA 98203 �
<br /> � � CE ?459 \ Y r �� EXCEP7 THAT PORT�ON LYING WEST DF LOTS 20, 21 AND 22, BLOCK SEATTLE, WA 98188 CONTACT.• CHARLIE MORGAN, JR
<br /> , i'ROS�WALK 4/ R,M=1�i.G9'
<br /> EX. 6" WM ;�S?' 1�=1 i6.33' (6" G�7 Wj 13, FRIDAY'S FIRS7 ADDITION TO EVERETT W THE CITY OF EVERETT, CONTACT: DEBRA PURCELL PH: (425) 353-2888 �
<br /> SIGNAL POLE, _J y�, ACCORDING TO THE PLAT THEREDF RECORDED IN VOLUME 3 OF PLATS,
<br /> UGHTPOLE o�' � �i PAGE 34, AND EXTENDING TO GRAND AVE;
<br /> ' � AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS;
<br /> - � � �
<br /> BEGINNIN� AT THE SOUTHWESTERLY CORNER OF BLOCK 13, FRIDAY'S
<br /> �- ' yv� FIRST ADDITtON TO EVERETT, ACCORDING TO TNE PlAT THEREOF
<br /> _� _ '
<br /> _________- - � `r +�i RECORDED IN VOLUME 3 OF PLATS, PAGE 34, RECORDS OF
<br /> ________--- -- i� � SNOHOMISH COUNTY, WASHINGTON;
<br /> __________-- - � I 1NLET BASIN THENCE SOUTH 88'S4'33" WEST, ALON6 THE NORTNERLY RI�HT OF
<br /> I ` �o RIM=178.46' WAY OF 37TH STREET, A DISTANCE OF ?4.22 FEET TO THE TRUE
<br /> � IE=177.63' (6" DI NW) POINT OF BEGINNING, SAID POINT ALSO BEING THE BEGINNtNG OF A
<br /> INLET BAJlPJ �m CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS NORTH 01'OS'27"
<br /> RIM=178J6' ='. WEST A DISTANCE OF 66.40 FEET,•
<br /> IE=]7%J2' (6" DI NE) r` THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.63 FEET
<br /> . m � THROUGN A CENTRAL ANGLE OF 34'11'39" TO rNE BEGINNING OF A
<br /> �`� COMPOUND CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS
<br /> , a5ed NORTH 33'06'12° EAST, A DISTANCE OF 25.00 FEE7;•
<br /> � Qacti�o�r o� THENCE ALONG THE ARC OF SAID COMPOUND CURVE, A DISTANCE OF
<br /> d,�t� �`� ed a 45.30 FEE7 THROUGH A CENTRAL ANGLE OF 103'49'39" TO A POINT
<br /> a�e rec5• aa5 ro.�� OF REVERSE CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS
<br /> � e�pt a�o\��a�e`0�5 NORTH 43'04'09" WEST, A DISTANCE OF 163.71 FEET,•
<br /> e e � Q � THENCE ALONG THE ARC OF SAID REVERSE CURVE, A DISTANCE OF
<br /> �� �ra�p�o`�`r�5 oQte J a y• ���e 40.14 FEET THROUGH A CENTRAL ANGLE OF 14'02'S0';•
<br /> a`��� a t`° a�d t��� 2�G 1 j �a TNENCE SOUTH 60'S8'41" WEST, A DISTANCE OF 63.49 FEET,•
<br /> �� Go�d�;,��o<�a�,�o�,�ati`° ��y cti°� THENCE SOUTH 67'S6'21" EAST A DISTANCE OF 22.03 FEET TO A
<br /> �e ��ti ot� ,��pt a a .,��t��� POINT TNAT BEARS SOUTH 83'20'20" WEST FROM THE TRUE POINT OF
<br /> ,�,��5 Py��, •�t�`�a,��e` � �t�` BEGINNING;
<br /> �p �� � e � THENCE NORTH 83'20'20" EAST, A DISTANCE OF 109.16 FEE7 TO THE
<br /> °�ea5� ata�� TRUE POlNT OF BEGINN/NG; IN516HT EN6INEERINt� CO.
<br /> �;`�e� a e P.O. BOX - 147$ ,
<br /> pe � SITUArE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. EVERETT, WA 98206
<br /> �, �,� (425) 303-9363 (425) 303-9362 FAX
<br /> � ��`'/ INFO a INSIGHTENGINEERING.NET
<br /> � �` `�' �
<br /> �. �� � t> .,�` 3 AS-BUILTS BRK 02-04-2020
<br /> � o � ,��a� ''�� SITE ADDRESS: 3632 RUCKER AVE
<br /> �e,��r 2 CIiY 2ND REVIEW BRK 12-07-2018 EVERE77, WA 98201
<br /> ��'� 1 CITY 1 ST REVIEW BRK 10-10-2018
<br /> TAX ACCDUNT N0.'S: 00451401301700, 00451401302000,
<br /> Know what�s below. REV. N0. DESCRIPTION /NITIALS DATE 00451501000001, 00451501000000
<br /> CBII before you dig.
<br /> PERMIT#PW 1805-OSO
<br /> S�I�'ET INDEX R.
<br /> UTILITYCONFLICTNOTE:' � ' c�.o covE� sHEEr ,��o� WA,�i��y NW 1/�, SE 1/4, SEC.30, T.29N., R.SE., W.M. _ �
<br /> CA UTION.' C 1.1 EXISTING FEATURES MAP ,�w �G,� 7�
<br /> THE CONTRACTOR SHALL 8E RESPONSIBLE FOR VERIFYING THE LOCATION, C2.0 TESC PLAN �"� 1`� p�3' THE LANDING AT POR T GAl�DNER
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE C2.1 TESC NOTES � � _ z �
<br /> PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL C3.0 GRADING PLAN
<br /> C4.0 DRAtNAGE AND UTILITY PLAN � ,, � DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> AND VERTICAL LOCATION PRIOR TD CONSTRUCTION. THIS SNALL INCLUDE C4.1 STORM TANK PLAN AND DE�AlLS �o`�' 36499 � �'
<br /> CALLING UTIL1iY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE EXISTING C4.2 ROAD & DRAfNAGE NOTES AND DEtAILS ��'��'I S T���,�� ]70891-AB.DWG SPC 03-28-2018 1"=20' 1�-0891
<br /> UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY SSI tt�
<br /> WHETHER OR NOT CONFLICrS EXIST. LOCATIONS OF SAID UTIUTIES AS SHOWN C4.3 STORM TANK DETAILS nNAL SHEET
<br /> ON TNESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND C4.4 STORM 7ANK NOTES AS-BUILT
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR C5.0 FRONTAGE IMPROVEMENTS COVER SHEET C1.O
<br /> SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> 3 63 2 Rucker Ave Utility D rawings
<br />
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