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` �;.' '��J 'i� 1VE 1/4, SEC 13, T.28N., R.04E., W.M. H�,�►,�.526 <br /> j' � '� <br /> _ - � �=� � . SNOHOMISH COUNTY, WASHINGTON -�; �� <br /> u f � � <br /> _ � � � <br /> �� SUMH R!M = 560.0 O - / FOUND REBAR & C�4� 28041300103400 � �. <br /> "956T e��Nn�d��" u.2'(r�=j � '� CASINO RD. <br /> � / " � <br /> � . & a.2'(w1 oF co�N�R "' ' �Q- <br /> `'�� , a \ o <br /> `�� 56p �' ' �2 <br /> ,�1_ • . , �v <br /> ' � � ��'�i� ` � ti6C;,� i ��� <br /> '��"� � f �s� t;f� � ``� ` ��'s� I � Q� . <br /> �l� / �,�� � � '! �9,e� �..;� �� PERMEABLE ASHPHALT y� <br /> '� J� / ��� T- % /,, � �� ., "�ju�r�,o �u PAVEMENT �O <br /> �c'' a d � ;��- ��' ,. �! � p�� <br /> � , s/ �4 �; � FQ �,�oo ; SITE <br /> �, .�. - ' ��i�r� � � � <br /> � / � �/�y . � �`� / fcNCE END 0.2'(N) i <br /> �1 / <br /> � 4 '�. � OF PROP. LINE I <br /> ,[''r� / s, 'J�s .. , / ��� N <br /> ��� ,, <br /> % `�, � <br /> .n u" s-' \ ' ' <br /> f / �/ ` �o� - NsB� �S-. \ '� � � W E <br /> VICINITY MAP <br /> f SDMN R1M = 558.50 � � <br /> � `;����° �� ';�, �8 `, ; S SCALE 1°=2000' <br /> / ' k ���/ I` i_-��� J�`� \ .. . <br /> i . �a�� . �� ---------------------- _ <br /> • � , N 89'29'tJD" E i 15.70' �� � <br /> � ___ _� SCALE: 1 20 <br /> ! c;8 IE R = 558.40 • ' --------- <br /> �� IE 4"��f'P{6Y)= 5 6.10 `r�� / �. �, \ ±� I , <br /> / � ° <br /> , � :�,� a ;� ; � � Zo io o Zo 40 �QUIPMEIV'lAND PROCEDURE <br /> `.�. <br /> � EX. F.H.-� � � ^,. ' ',� ,- ,, , c,y <br /> fN 8 � � 'i -9iN , � � <br /> �(r0 BE�R�OCr4TED. f '4 '? ° � c , � a F z < _ -� i METHOD OF SURVEY: <br /> �)% � ` �, . , �„9.�`��F <br /> LEGEND SURVEY PERFORMED BY FIELD TRAVERSE <br /> � ��. � � � i F� <br /> � � SS � � , S�� 7c� . % .'; o � , ��� �'F � I INSTRUMENTATION: <br /> v� <br /> ! SIDE6SEWER� � � � ~� ' ° � �< <�� ' �� �� � �; MONUMENT IN CASE AS NOTED <br /> C k � LEICA TS 15 ROBOTIC ELECTRONIC TOTAL STATION <br /> :? '�i.'_' <br /> ,,�0 �. . � A j\ � I CHAIN LINK FENCE 0.l'(N) <br /> J � . / �• , �� ._ �� & 0.5'(bV) OF StT CORNER PRECISION: <br /> l .l/ ^� `"_' �� �O FOUND SURVEY MARKER AS NOTED MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 <br /> / _.. a / a ° `�� O J"'�1.. 55g,3 � I A 1 F RIN . <br /> / . ��� � _ , ^�`� R=5 '� �;, - �,� '° 6 i � SEWER MANNOLE B SS 0 BEA G• <br /> ; � �,, � �,/x i j� p s ? THE MONUMENTED CENTERLINE �F EAST 1/4 SECT(ON 13, <br /> /j ,�1 '. �' /v \ � , //>> �e�'„� '!��, �+ �� �' � SEWER CLEANOUT AS THE BEARING OF N 00'31'00" W. <br /> � ,� �, =� � - G .�. <br /> � a� � �, :,, �� � � <br /> ; �� .,[ <br /> � <br /> � � � .% ���' �� 4 ` �.,� � "� F �, . G � R,3• �� i ' STORMDRAIN MANHOLE BM <br /> / �• SD ��, � \ /� � �`'� B� �j3 �._ � <br /> i � °/J1 ; i?'f�: � \`�� `-' ��, o � `s .�S'� � � EAST QUARTER CORNER OF SECTION 13 <br /> ;� // �� 6 O �°- --� FOUND CONC MON IN CASE W/1 1/2" BRASS <br /> � SDMN RIM = 556.9 • � �. O� � ��. , � i � CATCH BASIN <br /> � � DISK W/PUNCH ELEV. = 533.96' <br /> ,� �0 � �� / �g_ G • _ � > > \ � FIRE HYDRANT <br /> � ��� -� � �� `� k��r1,<'t�Z � ,��' �� ,,�_=e ��'�o e . .. ;�Q�;. 13.3' 17 ' S.5' � °D�6, <br /> � �' i , ��� / � oa < ', � ,' a c� U FIRE DEPARTMENT CONNECTION NAVDM88 <br /> e \ <br /> � �=' I� � /�'!� � •� •` � °. �.` • '1 ' ,� � WATER METER <br /> / - - -��� ' �.� `� � 0 • ' : ''9�a g � ` , 28041300104000 ,�v ENGIN�'ER SURVEYOR <br /> � �/ ���, , , � � p � � � z <br /> �, .� � � . <br /> ' J ` / �� OqT \ I -. __ � � I o �,, pC IRRIGATION CONTROL VALVE ►NSIGHT ENGINEERlNG COMPANY PAqFlC COAST SURVEY� INC. <br /> / / P.O. BOX 1478 P.O. BOX 13619 <br /> � / `�Q � � Q , � a ' � �� i � \ � WATER UALVE EVERETT, WA 98206 MlLLCREEK, WA 98082 <br /> FD'JND �'�BAR rJ:" ��- � ' - i " <br /> 96 , �D ``�-''� `o ,n i o CONTACT: BR�AN R. KALAB, P.E CONTACT.� DARREN J. RIDDLE, PLS <br /> �` o �! Y� � c-T PH: 425 303-9363 PHONE 425 512-7099 <br /> � , 0.3'(S} 3c 0.2�E) vr CORNt O `�� ' FAX (425) 303-9362 FAX: (425) 357-3577 <br /> � � , � O �' i� � � , ��, UT1L17Y POLE � � � � <br /> � \ � �� �, e��° � <br /> I � v CL1�.� � � <br /> � � . „�.� '� _ ' ��� � � <br /> � ��� CB IE RIM= 557.31---1 � �7'S � r� O OO / � � � � ,� POWER METER OWNER/APPLICANT ARCHITECT/CONTACT <br /> � � fE 8" PVC(W)= 555.81 �� �`� � `����� � '' °o <br /> ' � � f � �_;� �� �� °p � -� LIGHT POLE N�RTH1 SOUND REST SURNVT o1NC. 2812 �B�AVE� <br /> � � � �V � �6�,�� � ��� �� ��7 �� I <br /> \� 6 �S � '�\ <br /> � � �' ��r r TELEPHONE MANHOLE LAKE STEVENS, WA 98258 EVERETT WA 98201 <br /> � � ! / � h'. Op0 � � PH: (425) 418-1941 CONTACT: ADAM CLARK <br /> / J� / / ` s `��� � �� � . <br /> �' �\ ,�, , . '� 6�'O,Q � �; ` \'(. a � G��1 GAS MEfER PH: (425) 252-2153 <br /> � �f � V LEGAL DESCRIPTION <br /> �. � . <br /> 0 <br /> � S8o6- _ dW'��r,� �.����v �C � �d, ` cv <br /> /SDMH RIM = 556.38 � 7� `�'� �S"'� � •p� R�10 4 j_�;__ 5 i p,7' � GAS VALVE <br /> �p / CB IE RIM= 555.17 � 2 � T ALL THAr PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST <br /> / \ IE 8" CPP(W)= 552.97 � �0�� „/� Q ;' �5� � BOLLARD QUARTER OF SECTION 13, TOWNSHlP 28 NORTH, RANGE 4 EAST, W.M., " <br /> � , ' / ` � � « Q p;� , �� ,�� �� DESCRIBED AS FOLLOWS: <br /> � " , � �� � �; r -�- SIGN COMMENCING AT THE NORTNEAST CORNER OF SAID SECTION 13; <br /> / � �'� / � '�'�� � THENCE SOUTH 00'41'00" EAST ALONG THE EAST LINE OF SAID <br /> "f I <br /> / I a ��,� 1� PARCEL B ��� �� �� ( ,-; `�' ��;::%- �� i i � MAILBOX SECTION 13 FOR 682.2 FEET,' <br /> � AFN 200808285166 � .='='-'�=-�' ' !�, I THENCE SOUTH 89'19'ODu WEST FOR 115.70 FEEf,� <br /> `' ., / 2804 1 300 1 03 1 00 � - ; ' � PINE TREE THENCE SOUTH 00'41'00" EAST FOR 179.83 FEE7 TO THE TRUE <br /> / � '�'�'�'"��T `! I POINT OF BEGINNING; <br /> � -X FENCE TYPE NOTED THENCE CONTINUE SOUTH DD'41'00" EAST FOR 50.88 FEET,� <br /> r ' � � THENCE SOUTH 44'44'46" FEEf FOR 45.44 FEET TO THE <br /> '� i' � ``�o� � -�- OVERHEAD UTILITIES NORTHWESTERLY RIGHT-OF-WAY OF HOLLY DRIVE; <br /> �' I! � THENCE SOUTN 45'15'14" WEST ALONG SAID RIGHT-OF-WAY FOR <br /> FOUIvi? REBx� �. ;' I \� 114.04 FEET,• <br /> / ASPHALT � �%'sy�`� �A� `'�' '- 'I POlNT 0� BEGINNING � � -w- WATER 1'HENCE NORTH 00'41'00" WEST FOR 150.27 FEET,• <br /> � �� � �j'�`�� � p rHENCE NORTH 58'16'15" WEST FOR 220.39 FEET TO THE <br /> � � �' -SS- SEWER ` <br /> � j� _ __ '' --''-- , SOUTHEASTERLY MARGIN OF EVERGREEN WAY (PSH #1); <br /> / i� - � _ �i , N t�9'29'00" E 166.19'_ _ ___ __ `__ _ - ' o -���- STORMDRAIN 314345 EAST ALONG SAID HIGHWAY MARGIN FOR <br /> � _ _ . r__ �, _ ` <br /> -- ---- <br /> \ 54 84E F�TH <br /> - - - ---- ` , � � , ,,� . <br /> -- -------- i � <br /> -- <br /> --------------------------------------- I / • <br /> --- ----------- /� , • , <br /> � "ll � � % THENCE SOUTH 58'16'15" EAST FOR 181J5 FEET TO A POINT THAT <br /> � , <br /> / � o \ � ; � -G- GAS BEARS NORTH 00'41'00" WEST FROM THE TRUE POINT OF BEGINNING; <br /> � CCNC. L'G'RB } '; ' � � rHENCE SOUrH 00'41'00" EAST FOR 147.87 FEET TO THE rRUE <br /> ' � PROPERTY LINE POINT OF BEGINNING. <br /> -� � <br /> � ,� N �, � � �P --- . --h EXISTIN6 FENCE LINE S(TUATE IN SHOHOMISH COUNIY STATE OF W,4SHINGTON. <br /> !; ,; � , ,� / , <br /> / 28041300102900 v a �:: _ - � � yyPt� � `�� c�`� C,C �/// //f/ //// %/i EDGE OF EXISTING PAVEMENT <br /> 8 RIM- 556.0 - - � - - =_ / �'� ` � �O�� ����� � � <br /> � IE 6" CPF(S,'- �r>= - --- � , �r,. ` �'� � ��� ; � - - - - -X,�;"- - - - - EXISTING CONTOURS <br /> / /� .._.-_-- `�"'� •'I�i / _ i \ , <br /> �, � � � � � �� , ` • XXX PROPOSED CONTOURS <br /> f � �' � � G� / � This Record Drawing has been prepared, in part, based <br /> 1 ` �r ?. / �G. ' � _-���-� PRE-EXISTING DRAINAGE PATTERN on"As-Built" information provided by others.Though <br /> � ' 27.6' _ 19'-6" 5.�� Q <br /> � ; / ` �' � � � PROPOSED STORM the as-built information and this drawing are based on . <br /> � �' ; � ,' ° the best available information, no presumption should <br /> -----------��------;- - - - - i � CB IE RIN1= 560.05--� , <br /> / -- �� IE 12" CPP(S)= 556.45 / `, PROPOSED SEWER e made rega din the drawing's accuracy. <br /> � �'' � � . IE 12" CPP(E)= 556.45 ;, 5� �� � Y PROPOSED WATER � �_� � <br /> � i . <br /> 1 �, 1 � <br /> � �'j �?��� r � �� � PROPOSED 2" OVERLAY ed By Da te <br /> �.. <br /> � � �� h. i ,G � � ��� , � ` � V\�`\ F�-�������� p <br /> -� ��. '� ��1, � � a PROPOSED CONCRETE � Permit Ins ector <br /> .� <br /> ��', ;a `��• �. \ 2.2� �,� `-" --- -- - __ <br /> z �� ��� t�i / / � , � � D4 , � PERMEABLE ASPHALT PAVEMENT -� _----- = -- <br /> �' �, �c s <br /> s �.. � .�._� �. <br /> I ` � <br /> ,' � � '� '�, Q� `��,,, �/ ' � C COMPACT � <br /> _- <br /> ,., � 4 � ,9. , . i - <br /> � <br /> ��,� o , '� // I <br /> 1� o A�� 1 � C Y} i���J ^ / � � i <br /> 28041300103300 �� �, � �� F, � ��. , � _ <br /> , _ ., �� s- r �� ;f' a � � , a � SHEET INDEX <br /> r';I ;i o, ,1;, _ „' i' Q � _ r <br /> ,�I ,,, ti LJ e % � _ C6 iE RIM- �60.30 C1.0 COVER SHEET <br /> N �, ` � . ' � ^i y iE 12" CPP(N)= 55E C2.0 GRADING & SWPP PLAN <br /> f�l ' ��I�I� ,`��' � a�, , �.,, I� 12° C�'P(�Vj= 55f C3.0 DRAINAGE AND UTILITY PLAN INSIGHT E��INEE�INQr CA. <br /> i ,: ,�, t C3.1 NOTES AND DETAILS <br /> rj ' � 1� �� s� ��� - -� � C3.2 NOTES AND DEfAILS � <br /> / �- , % ac � P.O. BOX - 1478 <br /> �i /` �� � � F.H. � C3.3 STORMWATER REQUIREMENFS EXHlBIT <br /> � i!� � ,✓ , % � C4.0 EXISTING FEATURES MAP EVERETT, WA 98206 <br /> �� �� ��� � �� � <br /> /;�, � o i <br /> (425) 303-9363 (425) 303-9362 FAX <br /> � � � �- ��, INFO@INSIGHTENGINEERING.NET <br /> ��ij. `�� �--- ��� _ /� � , ��o o.�`�� GB IE RIM= 558.67 , <br /> �%� �o��, �� � \ � �� - �-y � '�;p �;�� !E 12" CPP{N)= 553.87 � SITE ADDRESS: 8525 EVERGREEN WAY <br /> Il 'l,I�1��'� \\� \\ � ��j 40 �, -� � G�¢0 ° iE l2" CPP{W)= 553.77 � - - - EVERElT WA. 98208-2616 <br /> � '*� U 1 AS BUILT SJM 02 06 2020 <br /> % � �q� 1`� z�„ � , �\ �� - Gp� <br /> �"l \ � F i'`�� '�°';� , , • a �a/ � REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT N0.'S: 28041300103900 <br /> � , � �� , �� �� : <br /> , �, � � <br /> � � �4" �; �'' � ° / ` I R <br /> �. r ,: . <br /> � wAs�k`9 NE 1/4, SEC 13, T.28N.,R.04E., W.M. <br /> ; �` <br /> G � <br /> / , F' /\ � '• b j��\ - CB IE RIM= 556.59 � w '��� .j.�� <br /> /� �//� � j ,/�1. � 1 IE T2" CPP(N)- 553.49 I �� ��� � �� BURGER KING <br /> �" �� i s� �`f/ t.; tE 12" CPP(S)= 553.49 pa v� � <br /> � /j �\ !E 12" CPP(E)= 553.49 ` � DWG FfLENAME DESIGNED BY: DATE: SCALE JOB NO.: <br /> FOUND RE6AR & SMASHED � IE 8" CPP(W)= 553.64 � �. <br /> 0.t'(S) & 0.7'(E) OF CORNER Q°' J�� - � �•�t�'s ci S T�gti4� 180961-AB.DWG JRC 10-16-2018 1"=20' I 5-0961 <br /> / o staNAL �� AS-BUILT SHEET <br /> , ���/ CB IE Rt�,1= 557.37 I z COVER 5HEET �1 O <br /> � / <br /> / �/� � ` tE i2" CPP�NW)= 55?.87 � <br /> 02-06-2020 � <br /> 8525 Ever reen Wa Utilit Drawin s <br /> g Y Y g <br />