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1 2 3 4 5 <br /> I i / NOTES <br /> � / 1. REFER TO LANDSCAPE FOR PLANTING PLAN. _ <br /> � ' <br /> � � � � 2. REFER TO SHEE7 C150 FOR HORIZONTAL CONTROL OF CONSIRUCTION � � � � � � , <br /> �'I i �. BASELINE <br /> � �� 3. STATION AND OFFSET IS TO OUTSIDE FACE OF CURB, CENiER OF STRIPE, <br /> � � �1 OR EDGE OF PAVEMENi UNLE$$ NOTED OTHERVNSE. � �� wwmain � r�ooa n � . <br /> �� �� SENTTLE WA Y810V <br /> I � //J 4. CONTROL JOINTS SHALL BE EQUALLY SPACED BETWEEN THROUGH JOINTS «ae� .$�-���� ovFicE � � <br /> � �� � <br /> i <br /> AS SHOWN. ¢o i .no-oa�a vax <br /> D � ;I D ¢eirrNxovNsm.eioz , <br /> 5. SIGN SHALL BE TYPE R7-601 PER THE WSDOT SIGN FABRICATION vonr�nNooayizo� <br /> I li MANUAL MOUNTED ON POST PER WSDOT STD PLAN G-24.10-�0. POST ;sasr zz.�-amz oFFice � <br /> FOUNDATION SHALL BE TYPE AP FOUNDATION FOR 3" O.D. POST PER isan zu-a�i� vnx <br /> / � � � I ��I n WSDOT STANDARD PLAN G-25.10-04. <br /> / � I � � MAiIWNIFlN<HITKlSINC <br /> � � �✓� <br /> �'�,�' LEGEND <br /> I� SEE A � r I ' . . <br /> DOOR � <br /> RCHITECTURAL i I i -a---p-�-�-_- - - - � �- - - - - �- PAVEMENT STRIPE <br /> . � I .i_ _ �;j i - - - - - - - . . . - - - - - - - - THROUGH JOINT . <br /> � I � � � �� � <br /> I � � � - CONTROL JOINT <br /> END WALK �AT EXISTING � � � �� <br /> , , � PAVEMENT EDGE L _ � JI� �������������� EXISTING BUILDING LME <br /> � �i I' I _ . . . . . . . . . . 1601 S�h Avenue, Suite 1600 ' <br /> I ��__ . . . . . . . . . . <br /> . CONCRETE SIbEWALK PER I � I �. . . . . . . . . ASPHALT PAVEMENT seewe, wase�oi <br /> i COE STD PLAN 312 � � �v�pn�om� <br /> '; ,--� �� �� � --� , a - d . � � - � CONCRETE SIDEWALK <br /> � � STA 10+40.26, 9.55' LT = a � <br /> � I /� � � 4 � �� ---- END CURB � <br /> � y � �� � `' � � 5 0 o BOLLARD � � <br /> � STA 10+46J0, 30.53' LT ' �n <br /> � . � � � '. <br /> STA 10+46J0, 22.81 LT <br /> i <br /> - C � '� END CURB �: � � _ STA 10+39.75, 3.55' L7 � E�� J F� - <br /> � � � MATCH EXI 71NG CURB / ;�; ��epe ""a`�x c <br /> � __6p, . ANGIE POINT <br /> � FACE AT �SA CUT �� � c� �ti <br /> � - I V ��� -�- a 16 � '� I � � . . <br /> '� � CURB PER � D�� r " � <br /> I <br /> � � ' TYPE E-1 � <br /> . � , COE STD PLAN 309 i d� � a 'ao� /rag°.�31�¢0 �¢.e . <br /> � t I I I � �) I " �9310XAL £NG� � . <br /> �. . . -� ( \� :� '—. � - <br /> . �. �a _ � _ l _ � If . <br /> _ t4 <br /> . � . . � � ��- ,- � 12�11�2019 <br /> `` � / � J � _I�' � r� ` 483. �0 <br /> � . � . . ���' �� `/\ ��� ` �� GRAVEl,,ST IRP .. <br /> � . . � __ ��, ���. SEE LANDSCAPE NORTHWEST KIDNEY CENTERS � <br /> � i <br /> � �p• �� ��- �s.p�� ;�� Ya"V-cR00v� cONmO� JOiNT EVERETT KIDNEY CENTER <br /> . . �- �� / � r,l �� SEE NOTE 4 � . <br /> . . SSA� 10+38.04, 17 81 LT� ` '�� � I� � ; (T1P) , <br /> PC T i <br /> \ <br /> S'A10+37:�21605 LT_ � � - — ��' 1010SEEVERETTMALLWAY <br /> , . � PT � -�t � � � � �e" THROUGH SUITES 100, 102, iO4 <br /> � R �p I�, l ��y'. �� JOINT (T1PJ EVERETT, WA 98208 <br /> 1 <br /> � � � � . STA� 10+30.86, 16.46' L7 ��i �" n'� BOLLARD <br /> � <br /> � � LOADING ZONF SIGN � � i �.. SEE LANDSCAPE - CENTERED <br /> . . . � . . . - . SEE NOTE 5 - �� � - ,.t (TYP) . � <br /> � � �� � � STA� 10+28.36�, 1}.05" LF ' �� o� �: 6.0' 6_0' ON �OOR � <br /> il / � <br /> PC - ii <br /> B �I BEGIN CURB , � � " e � <br /> � �4u <br /> _ . � . . . . . . / r <br /> � � � '� � � /,.� - - �,�,, <br /> , <br /> � _ � � � ��_ � � STA t0+t3.73�f1.05 LT � ��I�� Q �'. �. . <br /> - ANGLE POINL " <br /> j I� � - j END CURB AT BUILUING , ; <br /> \��\ STA 90f12.73, �11.05' �LT � 4 ALIGN BACK OF CURB WITH CONCRETE SIDEWALK PER � <br /> COE STD PLAN 312 , <br /> / � t I �� SOUTH BUILDMG FACE � 4 ' o Q - <br /> / � �f' �. � I � ' � . <br /> STA 10+13.57, 22.64' LT �� � � .. / I STA 10+09.73, 3.55' LT , �i __._-.- . � . <br /> . . ..:...... .K-,�,. <br /> . . . _-_... . _. -- ._ <br /> � - I � BEGIN CURB , _ � , �--�_� -- � <br /> - - . . <br /> � � � - � MATCH EXISTING CURB � <br /> / �` . � R-3' �I� :--=fACE AT SAWCUT ---- -- -- ---- �. � . 2 - — - --- - _- -.- .-_ __ :_:-- .. <br /> � - � � � —_ _ __ ._ - . . <br /> �� o _ — cazo i <br /> (V � <br /> (V <br /> � ' � MAFK OFTE OESCRIPTION <br /> � _ <br /> STA 10+07J3, 30.53' lT ' ' �` ' . � <br /> . . _ -- _ \ ---- , issue onre. . <br /> V � i - <br /> � eASPHALTPAVEMENT � , I i I , � -___ _ � - - - - - - . issue. ' BUILDNGPERMIT . <br /> C420 \ � ' � -� �� � C420 ASPHALT PA4EMENT - --- - � <br /> � — <br /> � — _ r � ' - - - <br /> 4-INCFI WHITE PAINTED STRIP ` � � . . <br /> � _ <br /> ��� � � � o� � I �-i --- <br /> . _ '- - <br /> $TA 10+09,73, 8.05� LT PROJEtt: 190068fi <br /> ' i o ' , DOOR oaawNar: BCR <br /> � � �- SEE ARCHITECTURAL <br /> pC � � � cHecKeoee , _�, TJE .. <br /> i Po ,n� ,ai� ��� - , �z,w- <br /> TYPE E-1 CURB PER ' <br /> A COE STD PLAN 309 I �� A PAVING AND CHANNELIZATION . � <br /> _ _ ��� ___ ._-__. . _ __.. . ___. �_ . _- — __._. - __.. _ _ . _ .._.. .___. _ - ._ . _. - _____. .. __.. _. .__ . _. .. � PLAN <br /> , � - -- - - - __ _ -- _ � / <br /> � � -� � <br /> , , <br /> - � � � i <br /> i � � � � <br /> � � <br /> � � � _ - - - -� - - - �-� � <br /> \, . <br /> � � � Call 811 A <br /> - �� �V 0 2.5 5 10 <br /> \ <br /> a. <br /> r � -{� - - �� --0 - -- �--<r-- � \ L� � iwobusinessdays � 400 <br /> I � �� �, � �, � i iooh =r, �a,t � before you dlg � <br /> 1 2 3 4 5 <br />