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� � � � <br /> � � � � ( � ' <br /> � � PI PVMT + � ; �^ � � � � _ <br /> � N 5,256.0_ � I � MATCHLINE SEE SHEET C3.01 <br /> : � E 5 576.6± ' "" <br /> :�: � <br /> � , ..__ ..._.:..__.:.. .._.._.._..----.._.._.._.._.._.._.._..-.._.._.._.._.._.._..----.._.._..�.._.. ..; �. . ....._.� ..._..,.-._._..._._.,...._ .._.._.. " � ._....._. ...---...----..._. ...._..... �..�.._..L.._.._..-.._.._..----..-.._.._.._.._.._.._.._.._..�.._.._.._.._.._.._.._.._.. <br /> ••�••�••�••�••�••�••�••�••�••�••� � ° •�•• ,•.__,...--•'---..,._...:-_..`-... __ MEET & MATCH � °. � '° � I I ZIMMER GUNSUL FRASCA ARCHITECTS LLP <br /> � � EXIST � � � � � <br /> l � � . � <br /> y�` <br /> , PI PVMT � I � PORTLAND <br /> iN 5,256.2± � � � SEATTLE <br /> , ASPH CONC PVMT TYPE 1, TYP E 5,556.9± �� � � <br /> ' MEET & MATCH � - LIMITS OF WORK, TYP I WASHrINGTON DC <br /> � 1 � � � � <br /> � EXIST ; I NEW YORK <br /> C3.02 C7.02 0 S TE CONC SIDEWALK TYP I <br /> � NI , . I I . <br /> ' CHARGING STATIONS AND � STORM VAULT EXCAVATION �_ 925 Fourth Avenue <br /> � WALK REPLACEMENT � P1�MT PATCH, SEE NOTE 5 PL, TYP Suite 2400 <br /> . SIDE , <br /> SEE NOTE 6 C3.02 C7.02 : � � � Seattle, WA 98104 <br /> � � , :� � PI CURB - ' <br /> � 5102.86 PVMT � I I F 206 623 7828 <br /> N , WATER LINE � I <br /> � � E 5,442.98 PATCH, SEE NOTE 5 FIRE LANE CURB,,SEE NOTE 3, TYP � �" � 4�� WIDE, WHITE ' www.zgf.com <br /> � � •�� � PI PVMT � � 00� T P � �� a,, � I � PARKING STRIPE, TYP � _. :_, <__ I <br /> ' ` � � N 5 093.8± PI SIDEWALK 2. , Y � o x �onsu�tants <br /> � � E 5,440.9± N 5,161.8± � ._ �`�Q � � � <br /> . . <br /> , �,� E 5,468.2± � � ° <br /> . MEET & MATCH ��, . �.sw , ,h �� , . � � �� __ � <br /> : EXIST MEET & MATCH � � � � � � � _ � � � 15' WATER I CIVIL ENGINEER <br /> � ��� , <br /> . �:� EXIST ��"°�° �� " W ° � " �T � ��� ho � � EASEMENT Magnusson Klemencic Associates <br /> i PI PVMT + PI SIDEWALK A , O���Q � I 1301 Fifth Avenue, Suite 3200 <br /> , N 5,114.2_ N 5,161.9± CEMENT CONC CURB TYPE E-1 5.00 � Seattle, WA 98101-2699 <br /> ' E 5,415.3± <br /> E 5,462.2± COE STD DWG NO 305C, TYP � , , 13.00 � � � T 206-292-1200 <br /> � MEET & MATC 9•50 �'-� � <br /> ' EXIST MEET & MATCH PI CURB p I � I LANDSCAPE ARCHITECT <br /> I � PI PVMT EXIST CURB RAMRECTION A N 5,166.40 � p <br /> . SINGLE DI � � PI STRIPE Site Worksho <br /> � N 5,094.1± CL RAMP WSDOT STD PLAN E 5,574.05 � � N 5,170.54 � 222 Eturia Street <br /> E 5,415.2± WSDOT PERP B PI CURB . � E 5,623.59 Seattle, WA 98109 <br /> � � N 5,141.27 F-40.16-02, TYP � N 5,160.85 .�a � � T 206-285-3026 <br /> �`�� �� MEET & MATCH � = � ' <br /> � ; <br /> ' � :r:x � EXIST E 5,465.14 ' .� � PI CURB � , �' 4, E 5,574.00 � � � � � <br /> . , <br /> � _. ` N 5,166.58 . . .- <br /> �:t '�: ' PI CURB ,. ;' 6.00` � , ' � � PI ROLL�D CURB � ELECTRICAL ENGINEER <br /> I � � PI PVMT � <br /> TENTS SEE NOTE 4 Y, , N 5109.33 E 5,554.05 ' ' � 1 � E 5�599. 9 I 4100 194 h S�t eet�Sui e 400 RVICES <br /> � `:t: � N 5114.4f } � <br /> TRAIL EX , � _. E 5 462.00 PI SIDEWALK � <br /> PI STRI PE E 5,401.3± � � I � <br /> � � '`` N 5,147.15 Q�� -�° � �- w� STORM LINE PVMT o� � � I I �ynwood, WA 98036-4613 <br /> MEET & MATCH � °�� PI CURB N 5,161.08 I <br /> T 206-667-0553 <br /> PATCH, SEE NOTE 5 E 5,548.44 <br /> � V � � PI STRIPE <br /> � 3 E 5,312.61 EXIST ° _ . ' N 5,111.64 = � , , , � <br /> , :�: � _ <br /> . � � � E 5,460.47 � � � 0�� � <br /> PI PVMT " s .N -� �- -- # - N 5,158.06 � <br /> � � a o PI CURB � I I E 5,675.52 � <br /> : � N 5 094.2± PI CURB � o + , R 4 -, , <br /> "' E 5�400.9± N 5,102.78 $ ; 6.00�`� � 5,140.2+ o ' ___ __-_ 6.00 _ � PI SIDEWALK � <br /> I MEET & MATCH E 5,461.48 . E 5,553.0_ H , � � -_ _= R 5� 6 � i N 5,160.40 � <br /> � EXIST PI CURB EXIST& MATC ' � �,\ _ � I � I I E 5,623.00 � <br /> ' � `�. y PI PVMT N 5,111.86 � � �� ��.��� , ,�.�.�,��a�.,.�.:�.�..��, -- ---- ����.� ��.� ' I � <br /> �� :Y: PI PVMT = o ���.��. � F. <br /> �0' . PI STRIPE <br /> PI STRIPE � _ � � � � �� N 5138.57 <br /> ; <br /> � �:w` N 5,115.3± d N 5,115.1± E 5,443.01 ; o � � � � � �������� �� PI CURB � ' <br /> N 5,066.74 � � �.� � + = o <br /> E 5 332.8+ E 5,345.4_ � � � � �' � CL RAMP � N 515Q.92 � I E 5,675.34 ` I <br /> E 5,247.87 � ;:; �: . ' - � MEET & MATCH � o � � �� ��'�` �""�"�.� `�,"`�"� ��� WSDOT PERP B � E 5,642.93 � <br /> MEET & MATCH � � N 5,163.11 I I „°' . <br /> . . < <br /> . <br /> : I ��.. �_4 .;\, <br /> : <br /> I .Y. r, .� �e EXIST <br /> � EXIST s � o � � � _ , . . <br /> . �, <br /> E 5,598.02 PI CURB I I � <br /> `� ��, � o � � � PVMT PATCH N 5,138.98 4�� WIDE, WHITE DIAGONAL STRIPING <br /> . . . �� ���......w<�..,�, �, <br /> , � ., � ' . <br /> .�. ,�,., �"' � o � PI CURB <br /> I `. " � �N 5,105.9± AT UTIL, TYP PI CURB . �� � ` ��E - ,. <br /> : � PI STRIPE � t N 5,139.58 E 5,642.79� � _ . ...__� <br /> , . <br /> . . � ,: � � - - <br /> � Y �E 5 468A ' " <br /> , F v�r N 5,095.22 � � � <br /> PI CURB � � - <br /> � <br /> 4 E 5 597.81 � � : � �;,:�-,� <br /> I E 5 296.68 . � � o �MEET & MATCH PI CURB � N 5,151.10 � � , .. , n�, ; <br /> ' `�`� ' �a � �EXIST � C3.02 C7.02 CONC PVMT E 5,623.45 � �� � �< <br /> , , <br /> _ __ _ �_ I � • <br /> - :- • .� � � N 5,139.80 <br /> � � <br /> .� � <br /> � ;YY - a ,����� E 5,573.81 6 � }� i - <br /> , � . �. sx ; � � <br /> } ;,{ µ; , : , <br /> � _ �_.... _.___ ___ . �, _ <br /> _.__- � �.,.� ... <br /> � _ . <br /> � . <br /> _ _ _ ._._p ,.. . <br /> �{ } � <br /> , , . . <br /> .r, . .. . .. � . _ <br /> x Y � . a�:��,.��.n..a.�,� �.�� F ����..m,.,�.�.._ -_�.,W _�:,:. , , <br /> � . . � _ ., , � .a C3.02 C7.02 . � , : -�_ ,,;y <br /> � x., 19.50 , PI CURB . 0� D����OLfQLI � � �, �. � ��_ : � <br /> , � , E , <br /> : N 5 091.26 . ., ��.,... � � __ _ -__ ��_ ---_.� ..-- ,: �r��� £ -� <br /> . , <br /> ... ( <br /> •.� 3.43� , � � ; �: _ , <br /> _A� Y � <br /> ' : 6.00� F <br /> � .Y:x ,. .� - E 5,467.93 <br /> , r , � � CONC ROLLED CURB & GUTTER I f <br /> i,� <br /> _ <br /> `� <br /> . , - <br /> ,- � . <br /> ,�: <br /> m._�.�._ .. ,_ , x <br /> . <br /> , , . <br /> �. <br /> , ----- <br /> ,, <br /> ��• _ , Z PI SIDEWAL � ' . I I �._.. t <br /> - - - - - - } ( .y. � _ � V PI STRIPE e a CROSSWALK LAYOUT � 7 ., ,.�`` ;,. � s� <br /> ; � , <br /> � ..: - �; PI PVMT � ' <br /> , , 2.98 PI P MT , <br /> ; <br /> ' �x..; �a.. a. N 5 094.8± N 5,093.73 N 5 086.24 . . �� � COE STD DWG NO 721, TYP � PI ROLLED CURB � I � <br /> i � ' . � - - r � E 5 467.91 . C3.02 C7.02 � ' <br /> I � eYi � N 5,051.25 ,, �._ �. E 5,345.1± E 5,413.67 � � � � � CL RAMP � N 5,142.68 � � , 7 � <br /> € . ; <br /> E 5,247.73 o CURB RAMP TYPE PERPENDICULAR B �°� � � WSDOT PERP B � E 5 591.45 � � ��� " '""� <br /> , . � . <br /> � �,�. � ��ar : �, MEET 8c MATCH , � - I �` <br /> �; ; WSDOT STD PLAN F-40.15-02 TYP :� . N 5 088.66 �� � I <br /> i . > , �.--t__. _ �, <br /> ,� � ( � y 5 � 9.00 TYP � EXIST , . - £ � � - _ =� _ � _-- � �4 ; rF- - <br /> . ..__ � ,._ , _ ,: ' `� , ,. .. <br /> ,� <br /> ,. �.. � . � .___ _ _._ <br /> „ , . . , <br /> : r R ; . I _- 4� � c�a� A <br /> f�'-�I . , `E 5,478 93 � -- .��-= f , � <br /> S .a � � � _ N T I <br /> . . .- <br /> .�� PI ROLLED CURB <br /> � <br /> ,_ <br /> I _� �=- --� , -- _ _ _ __ _ :. -_.._, <br /> � , ., : <br /> � . � , ___ <br /> , � - r ASPH CONC PVMT - TYPE 2 � I <br /> x _ . . ,-�- � N 5,155.86 .:� - '� �� � *� `'S ° � °, ��: <br /> . .;". �� -°r�" -�� � -����` Revisions <br /> .y <br /> . , <br /> 1 <br /> PI ROCKERY r� : �. I ' ,� � � I .. _,.� . , �t - � <br /> � � : <br /> Y . 4 2 E 5,584.13 _ : <br /> . , � . � <br /> �, . . , � : ,. �� , <br /> 49.75 � . . � ,. <br /> � _ . _ . <br /> ,,. <br /> : <br /> I v <br /> �: <br /> , <br /> N 5,0 . �. � �' <br /> �; � ,_, .,, _� ,�; �. , 3 , <br /> � . F.. <br /> .Y. �� , :. <br /> , u . <br /> . . � � CL RAMP <br /> . C3.02 C7.02 . . :, � , .�� <br /> E 5,247.72 .. � ;i ; � � � <br /> ` ` � ' I � '1 � ' 0 DOC REL 01 06/04/16 <br /> � � �` � , <br /> . , - �> - v ; ,.o <br /> Y e � .�_.` . "�. .. .. < <br /> � � �` � ,: , , ., <br /> . :x WSDOT SINGLE A I <br /> `� - �.,� , -� ��R i.: -;;, .b ,,., , .__ _- . , E <br /> I : ' �„ �' ,. .� ',:a, � 1 DOC REL 02 09/21/16 <br /> ,, . � , _ <br /> PI ROCKERY . .:. : � � .w�. - � n�; � . „� ,. .. , . <br /> , . . ��,..� N 5163.42 <br /> . ,��... �.�� �.,.� �., o . MEET & MATCH €XIST CURB � , � , ._ �..;�___ y �-,�, � <br /> . . � ��,� �..,, : - <br /> N 5 049.47 ` : <br /> , - I X <br /> ,:�.,, <br /> � x � � �� �.. �,� � .._,.. �-.:, xkf ,�� ; -.= ` <"� � . I , , : Y 2 CCD 001 11/08/16 <br /> ,. �, . ;: , �. <br /> � AT UTIL PVMT PATCH E 5,569.02 I � �` ° ` <br /> 277.82 ----- K ---_.----__ -- -- -- ------__-__-.----------------- --- ----- -- ------------- - --- ---_�__--- -------__--------- <br /> . . <br /> E5, . � -__ .a � . - - _ -_-------.--------------_-_ -----.__ -__--1 �---------- ----- --•- <br /> PI PVMT x;Y. � PI ROCKERY PI CURB 4.00� ��� � � � _ � ` ----.--- <br /> _ -._ - --- ---� <br /> N 5,0 5 0.9 2 ,.y; � N 5,0 3 3.5 9 N 5,0 4 8.8 8 P I S I D E W A L K o � .� ��._ � �::��;_.r__ _ � <br /> __ ,._..�.�. .� ��. <br /> .t. E 5 436.23 N 5,011.84 � �_ . � y, -- = � -.____ ..N._.�� _ _ <br /> . E 5 277.67 , . PI SIDEWALK � _.__ _� � �� .- � _ .�, _ ,,. <br /> E 5 283.24 � . . � , , �...._ _ .: .., _ _ _ _ __ - <br /> , _ <br /> . . . � ._,_�-- - , ,- . ��::, <br /> � <br /> � ; . �.._,. , . <br /> . , �-- .;: _ , <br /> e ______.�_ __ . ,.�.� .___-- -- , �.._.. .. .,� , , . - .,_ - <br /> ,- r�;;,�; .. :`� ,° t , E.� . y <br /> , . _ � ... - ,�._.. _ -_„ ,:�:.__,.,. _ - ,. . ,. , ; ..--,-. ---_ __ .. �_- ... Y a __ . . <br /> E 5 461.62 <br /> .. ___.__� <br /> ��,v.� - ..:_ _µ � .g�__ �__ _ .. �r___ _ _. - <br /> � - N 5 011.83 .. �.._ __ <br /> ... __. __ ____ .__ . <br /> .� , .. - � -- - , . . _. : . ,, _. ._ _....,w... _ ,_..._._ ,;=� ;<'. <br /> �;,�.� ,.- <br /> �r� <br /> <� <br /> _......._ . .. ._..._.,., _� , - .. __..,_.._ „ ._ <br /> PI CURB . � ,, .:�____ _� .�,- ._�.,F.� __ . _. �. -� � -_ - _ w . ,_ f, <br /> � <br /> �.-� .,.. .. .._- - ......,....�. . -� r ,� _._ :,.. :. -3 <br /> . ..�,..--�,,, _____< ,......_.. _ ..� <n �.,.. <br /> aw�.... . . . . ....... ....... . . .. .. _---.r..--.,�..w ,. .�. .. .._ ._-_._ ___ _..._,.. ....,. .��-�.� . . �__ ..,. .� . �. <br /> . . . . �. .. .. . , . ......�.:�==.Y__,�_ .......;�_�..�.�- . - .. .... . . . , . <br /> . , . ---�_...._..._�._.� ...:s...,�-,.--.,,.. ._........�......_..„'- . ..:,._ ..;.�... • <br /> . . .. . . . .. . . . . .. ;,:,.,,.,.,p<x..:,..,-. �--._. _._..,�:.�,�.a.w�c'_ -- ` ...,...:,._.�,.�,.... _..W�....,..-.a�.-,=�a:, ... :..:;;x....�s���..-:.;_�-- .,.._ S._T_ .... <br /> N 5,043.93 PI SIDEWALK � � , ` E 5,467.62 �.�.���..,...� ,..���..�..�,� �� ; � �,� - ~,�-:� - <br /> PI PVMT .00 � . -- � . _ _ __ -. _ <br /> � ; <br /> .... ti.a �._ ,;,fi " � ...v. <br /> ,...� -rw.i : r.�... ,s^ -«.` � i \..i,.�i ....__...... > �"� �...,, .,�..:,. �.. � �'�•( .J,�'..�. <br /> E 5,436.17 N 5,006.3_ _ , ' � .���.;,�. � r.s� � _ , 3 � __ --- -.. - � <br /> + � <br /> N 5,032.39 Pi SIDEWALK `' � � ' \ <br /> + „ � , = <br /> i <br /> TYP L� �:,1 ��.. L <br /> i E 5,283.01 PI CURB E 5,457.6_ �,�� o � N 5,006.1 t ��� �._ . _' .��� � <br /> = { .� .: <br /> ; N 5,048.79 MEET & MATCH o E 5,471.6± �� : ,. ��.�. �. . <br /> � . _ �_ �, , . <br /> E 5,461.26 EXIST o MEET & MATCH 1 �TH STREET A` -F ,. <br /> � <br /> . � <br /> . '.. �' . , , z €� 3 <br /> ' E <br /> � �ROCKERY�COE STD DWG N0 324A � � � � � o� � � � � � � � ; �` � <br /> _�_ ` � � <br /> .. . . _ . .. ... .... . . _.._ ...... .. .;:".:.:.... ... ..».., ,, . . d,. ,. . <br /> � _ o E IST .M __ ._ M. � __ _ _ _�...._ _ . .�_ _ _ <br /> PI PVMT X � ° ' <br /> ._._ _ - -- --__ �-- -- - -� _� _ _.�._ �». _ . __�.� _.�.�.: - - _ ...�. .__ w _.�__ � .... <br /> � o � - - - __ : .�. �_ ._ <br /> PI ROCKERY . ; . �� _ __ _ __ ._ .�= ' <br /> N 5 030.44 0 : _ _._ _ _ - - _ _ ____.... _ . _ .._ __ _ _. :- _ :�:�. ; - -- - _�___- _� <br /> _ N 5 026.42 _ � - <br /> . , _ E 5 435.99 � , <br /> , , _ r_��_ _.__ __.m.�_._.._ �.�.�w... __.. ._____ <br /> ,�_,._. <br /> __ <br /> � Q � <br /> . � ;� <br /> �-_ , ,.. ,. ; _ - ' <br /> -�=_ - E 5,288.27 �„" ' MATCH TO TYPICAL ROADWAY � <br /> _ � _ v : <br /> {y�,, 4.04 , �:���> . <br /> ` SECTION COE STD DWG NO 301 � � <br /> , � ,.. - � <br /> . <br /> �;��e: PI ROCKERY PI ROCKERY a �..�� ; _ � � <br /> � <br /> N 5,026.31 N 5,029.71 �� <br /> �__ <br /> ,�.. CL RAMP . - _ _ ._ ... � <br /> . . � E : � � ;� <br /> �__ i <br /> E 5,296.41 E 5,299.89 <br /> ��,�. -� ° � ; A :M � <br /> ` ' WSDOT PERP B � � �' � -o - A = <br /> �� N 4,969.98 � . : <br /> CURB RAMP TYPE A - __ _ __ - - - __� <br /> i-. E 5,464.45 : <br /> COE STD DWG N0 310A <br /> ; <br /> PI SIDEWALK W <br /> N 4,961.3± CL RAMP ' : <br /> E 5,460.4± COE TYPE A � <br /> MEET & MATCH N 4,998.99 Q <br /> EXI ST _ E 5,464.64 (� <br /> PI SIDEWALK PI SIDEWALK � <br /> N 4,955.9± N 4,955.8f <br /> E 5,460.4± E 5,466.4± Q <br /> MEET & MATCH MEET & MATCH O NORTH SITE <br /> EXIST EXIST <br /> _ . <br /> ���'"'���[���I�E <br /> . . _ . _ . : f�egi�nal �I�dical ��r�ter <br /> �v�r+ett <br /> 1815 13th Street <br /> Everett, Washington 98201 <br /> Drawing Title <br /> SITE AND PAVING <br /> NOTES� PLAN - AREA B <br /> 1. SEE SHEET C0.01 FOR GENERAL NOTES, LEGEND AND <br /> ABBREVIATIONS� <br /> 2. SEE SHEET C0.02 FOR SITE AND PAVING NOTES. <br /> 3. PAINT CURB RED WITH WHITE STENCILED LETTERIN6 <br /> STATING ��NO PARKING - FIRE LANE��. <br /> 4. SEE LANDSCAPE DRAWINGS FOR TRAIL LAYOUT, <br /> � DECOMPOSED GRANITE SURFACING, GRADING, AND <br /> � DETAILS. ��Po�.`GR��,� <br /> � �- ,�ti . ticT ct' <br /> � 5. PAVEMENT EXTENTS TO BE DETERMINED BY THE y <br /> � CONTRACTOR BASED ON THE CHOSEN METHOD OF <br /> z <br /> � <br /> EXCAVATION FOR INSTALLATION OF THE UTILITY OR '265a5 ww� <br /> � STRUCTURE. �°� �� <br /> � <br /> � �sSIONAL �� <br /> � <br /> 0 6. FULL SIDEWALK PANEL REPLACEMENT AT CHARGING ������� <br /> a STATIONS. MATCH EXISTING SIDEWALK WIDTH. SEE <br /> LANDSCAPE AND ELECTRICAL DRAWINGS FOR <br /> � CHARGING STATION LOCATIONS AND PRODUCT <br /> N INSTALLATION. Date: 08 NOVEMBER,2o�s <br /> 0 <br /> ; Job No: S23257 <br /> � Drawn By: CRM <br /> � <br /> � <br /> � PLAN A�PROVED Checked By: RMG <br /> z <br /> � <br /> � <br /> � <br /> �. -a$ <br /> � vusticseRvicEs n*'r� Drawing No. <br /> � �, <br /> _ <br /> �� ���N PUBLIC WORKS <br /> F- <br /> � <br /> DEPARTMENT <br /> w�►� <br /> � ousuc wowcs vExw�r u <br /> � SEWE ANY�ICONSTRUCTION ON THLS <br /> U <br /> PR�IECT u conomau� oen <br /> � � PROJE[T. AVVROVAL FOR TF�j$ <br /> � TRA�C CURREtPT CIT A DA CS AYfD <br /> � EXPIRES u_,�:��'UNLESS ■ <br /> ►ERMIT POII CONSTRUC7'ION HAS <br /> � <br /> Qry � 6E N LfSUED. <br /> � 20 10 0 20 40 <br /> 0 <br /> � scale 1�� = 20� feet <br /> 0 <br /> N <br /> N <br />