|
� � � �
<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 />
|