|
__ � _ � _ _ _ .
<br /> NW 1/4, SE 1/4, SEC.30, T.29N., R.SE., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON
<br /> � � J � '
<br /> � � �
<br /> � � �
<br /> � � 3 0'
<br /> , �
<br /> � �M
<br /> � � � 50� 22' , 28'
<br /> FG';PJD REBAR & CAP ' `'
<br /> � ILLEGl3LE
<br /> � J.13'S X 0.15'E
<br /> � 2� � ' , SCALE: 1 " = 20'
<br /> o b� ;
<br /> � a '
<br /> �� �"" c� � Zo lo o Zo ao
<br /> � 30 � � �j 30 � ' ,
<br /> �
<br /> BLOCK 13 i
<br /> RI DAY'S FI RST ADDI TION TO EVERETT � I, i
<br /> ; F
<br /> t=3�.��� VOL. 3, P. 34 '
<br /> R=183.10' �
<br /> � I 4=11'30'20° �
<br /> � FOUND REBAR & CAP c� PROJECT EENC,4.MA�
<br /> "ORA 19583, 18924, 32432' ' o C111' OF EVERE i i
<br /> SSMN � \ FOUND 3/4" IRON PIPE � � Z
<br /> RIM 182.75' >' � 0.10'S X 0.09'E 22 a � z z c STATlON V029.
<br /> D IE 36" N,S -166.93' 0.22'S X 0.14'E z z �, R, ,�
<br /> � �' � EX. ROCKERY � "� R, EL =175.63'
<br /> U L O C K � � ) \ APPROX. EAST EDGE �R� � I �„ y y � � ?
<br /> PUD EASEMENT AFN � '' � � �'
<br /> , � , N� ADD�1 �ON TD ��/EDE�"1 ���_ � �, 9812280918 _--- CARPORT NOUSE I �� � � � b � m m e
<br /> FRI DAY S .J ECO � �� _�, `� ' � _ _ — �
<br /> VOL. �, P. �6 � , � �--"`f N88'S7'17"E 147.48' �
<br /> N88°57'17"E 72.00' �
<br /> " �O '� � � NC WAL FIRE SIGNAt POLE
<br /> l '��� ca \ OC�O C CONC WALL � / LIGHTPOLE
<br /> yvv � ��- --.,, � �
<br /> GL CURVE DATA �
<br /> �
<br /> � �/ � a I
<br /> L=181J0, P p � - - - - - - -� 2 � � �
<br /> j r�� � I POWER _� — -i-82— � �
<br /> R=153.10" �' T VAULTS — — — _ _ �- � \ �
<br /> d=67'S9'S6" s' J�� // \ P -- r � — — — — — \ \ I / � \ I
<br /> SSMH /c' ! � � � I I � \
<br /> F?fhf-�SEriz�' � / �� � - \ � � � � ' �
<br /> , . �� / � Q i _ _ _ _ _ - - ,... ` ` \ �` �- �
<br /> �� � — � — — --�a�- \ �
<br /> / \
<br /> � 20 i �� _ , � � � � , �
<br /> � L=91.32' �, � ' ,
<br /> s` / \ R=183.10' � Q / �\ � , � /� � �\ , � '
<br /> / ' :\'34'3� , '
<br /> / i ' C; �',
<br /> CB T-1 � i � -- � (� � � � � �
<br /> ��= , ;' � � -,�. Iz� � � � \ �
<br /> RIM=185.14 (AB) , � � I `'.
<br /> �
<br /> o � �
<br /> ►E 12' CPP(E)=181.04 (AB)/ � / `� — —` � _ — ` � � i� � \
<br /> CB T-2 W/OIL WATER SEP. � � -- � � 't,'' i
<br /> �¢ ' % / �, i� ► rn ,�
<br /> ,� � � � � � � � VI I
<br /> � . i � �' --� � -� -- — — `_ -- � --- - -- i�' `�'
<br /> — — --� o
<br /> � — _ _ — — STOP I BAR I
<br /> , �
<br /> ' � � �o i � � �
<br /> Ri�u=�s5.�4 (ne) � � � �� � — — — — — � � � z
<br /> , p / — EX. ROC ERY o � �
<br /> IE 12� CPP(W)=180.39 (AB) `� SS � / ` �� � � & sTA�Rs � ;
<br /> IE 12 CPP(E)=180.34 (AB) GAS ,TUB � (TO BE REAIOVED) �� .
<br /> � \
<br /> IE 12' CPP(S)=180.39 (AB) � ' � „SrOP" �8 � — _ MARKER � � '
<br /> / ' �"��' SIGN �
<br /> � � �� / � — _� / � � � �- G � '
<br /> / e \ \ � — ` - - � � ' ' I — � �� \ I I �
<br /> /� o � o
<br /> � � � �, e � \ � �� \ �— � I � P � � I �
<br /> _ ss � Q �=3s.��' i ' �� A � � I � ,, � !�
<br /> �/ =25.00' \ �
<br /> d=�4'16'14' /�-- � � Q
<br /> � ca r-2 _ / " __ — ' � ,'�"�-- , � , P �
<br /> / �l.� /
<br /> d
<br /> S�g�' RIM=187.10' ` d � I � � � \ � L"BUS TOP" �J _-- O
<br /> i I cv
<br /> 9
<br /> , -1 ' 1 " PV SI N
<br /> / E_ 8L�5 ( 2 C N) \ FOUND TACK & WASNER � �� - - \ I P �
<br /> IE-181.30' (12" PVC E) IN LEAD '19631', 0.10' SOUrH 1 \.\ � JFO D EBAR / SIGNAL POLE,
<br /> a ` \ � / & C `l 631' i � �� LIGNTPOLE
<br /> L=53.07 '� � \`� � pa STOP R —_--
<br /> \ �, SIGNAL POLE
<br /> R=66.40' ,T N88'57'06"E 1 8.03' / � ' It`LE
<br /> °� CURB CUf � � �fGHTPc�LE � CROSSWALK �'� RIM-
<br /> =45'47'37"
<br /> '�-��f 1
<br /> i� � � I C;r? `Q60�' . SD --� �F=1
<br /> yYo �.� � �� � \ ' I I o CB 1456 � _ _ ___ o N88°5C �
<br /> w _ � -� -o
<br /> -- 37TH STR ET � � �
<br /> WATER \ LANE STRIP�„ � I a I
<br /> S6� VAULT ----��-----� � �- � � /
<br /> � o � � �
<br /> 2j., W�____ �,. o� `� N � , � � , o � �
<br /> �' �i � � � \ % CB 1458
<br /> !1� �\'-----___�- � ^ �
<br /> \98�� � �� _ _ — -- -
<br /> 4V � �
<br /> — 2.00' �'
<br /> `� 1\` ,,,, ,,,, "„ ,��� ;�,, �—�-- I � \ / � � Know what's b@IOW.
<br /> � — — 1� ,
<br /> _ �� �+ _�` ��� ���� ���� �,$8�'�y7'45"E 179.67' _ � v�
<br /> � �27.35, _ � ,� ���� � ,��, „ Li ``'--'� d � d �m W / � FN[
<br /> �� � '� � � Call before you dig. �
<br /> \ __--��5'2 "E __--------- �o � ce �45� �� � c A
<br /> � ,� � � \ ,
<br /> _--- — ---�--- o � , UTILITYCONFLIC7'NOTE.� .
<br /> ` CAUTION.•
<br /> CROSSWALK I CB 1459 �i � ��T,BA,
<br /> EX. 6" WM � �E_�j5 3� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIfYING THE LOCATION,
<br /> SIGNAL POLE, DIMENSION, AND DEPTN OF ALL EXISTlNG UTILlTIES WHETHER SHOWN ON THESE
<br /> — — J � _ , LtGHTPOLE ` o�'' I s, PLANS OR NOT, 8Y POTHOLING TNE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> I � AND VERTIGAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> - - � CALLING UTIUTY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE EXISTIN
<br /> ___________.____ yYo UTILITIES AT LOCATIONS OF NEW UTILtTY CROSSINGS TO PNYSICALLY VERlFY
<br /> —� — � � ` WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br /> J.______� — � 'y1 ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND 1 N516HT E N GI N E E RI N G CO.
<br /> ____,____._____--- — � INLEi� SASIN ARE SUBJECT TO VARfATiON. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR
<br /> I = 'o R1M=178.46' SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOWE ALL
<br /> i c !F=??'.63' (6" DI NW) PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P.O. BOX - 147g
<br /> rN�Er e,as�N � E V E R E T T, W A 9 8 2 0 6
<br /> �iM-���.�s' '� (425) 303-9363 (425) 303-9362 FAX
<br /> IE=�77.72' (s" D� NE1 '� INFO@INSIGHTENGINEERING.NET
<br /> � "'� 3 AS-BUILTS BRK o2-04-2020 '
<br /> 2 C17Y 2ND REVIEW BRK 12-07-2018 SITE ADDRESS: 3632 RUCKER AVE
<br /> EVERETT, WA 98201
<br /> 1 CITY 1ST REVfEW BRK 10-10-2018 TAX ACCDUNT N0.'S: 00451401301700, 00451401302000,
<br /> � REV. ND. DESCRIPTION INITIALS DATE 0045150i000001, 00451501000000
<br /> PERMIT#PW 1805-050
<br /> ( , e'oi R Skk9
<br /> � �, w r��. NW 1/4, SE 1/4, SEC.30, T.29N.,R.SE., W.M.
<br /> �� ��.� � ��� THE LANDING AT PORT GARDNER �
<br /> aa � z �
<br /> ,� �c� DWG FItENAME DESIGNED BY.• DATE: SCALE JOB NO.: �
<br /> ���'� 36499 tiq�v 170891-AB.DWG SPC 03-28-2018 1"=30' 1�-�891 '
<br /> � c j S T F��1 SHEET
<br /> SSI�NAL ��
<br /> AS-BUILT
<br /> EXISTING FEATURES MAP Cl.I
<br />
|