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FIN. GR. 2 DEPTH MULCH, FIN. GR. LAWN FIXED ELEMENT, I.E. <br /> ZIMMER GUNSUL FRASCA ARCHITECTS LLP <br /> FIN. GR. PLANTING SOIL AT PLANTING AREAS <br /> Y4" R. TOOLED EDGE, TYP. WALL, STEP, COLUMN, <br /> NO SHINERS OR TOOL MARKS VAULT OR CURB FINISH GRADE FINISH GRADE, LOWER, <br /> CONDITION VARIES <br /> PORT <br /> 1 2 3�g" CONTROL JOINT – 1 4 <br /> Y DEPTH OF SLAB FINISH GRADE SEATfLE <br /> � LOS ANGELES <br /> WASHINGTON DC <br /> • a . � a . NEW YORK <br /> � . � � . . . . . <br /> � . � . ', a' a � d • . . ' .da : • d . . �, :a . • , ;a � ' . <br /> . . . <br /> . • . . • . • <br /> � ' ' d <br /> , ' •a • ' � • '• . • ' • ' ' • . • ' <br /> � d . -� � O 3 L> � � ' �,� � .-,� 3 rn . , <br /> � . . J .,� ��_ •-���_ � �'� �t_ _ _�o�_ � �� '�„� �Y'.��,� r�� � . z � � . � 3„ 6, �„ TYP 3„ FINISH SURFACE Avenue <br /> a � a <br /> __ <br /> ; a . . � g a ' a: — <br /> . . , __ . , . <br /> n . 9ZrJ FOUltfl <br /> _ •° ' <br /> - - � 400 <br /> = � i= _ _ - = C.R. BASE ; ; 8" ° � °� � 6 Seattle, WA 98104 <br /> : 5 Suit <br /> �8�� � _ � ! . _ : <br /> _ . <br /> _; _ - � �� � 2% MAX STABILIZED CRUSHED ROCK <br /> � ; PLANTING AREA <br /> -- � e. � T 206 623 9414 <br /> _ _- - CROSS <br /> COMPACTED � � � � N F 206 623 7828 <br /> SUBGRADE � �2„ � SLOPE www.zgf.com <br /> A. CONTROL JOINT C. ISOLATION JOINT D. TYPICAL THICKENED EDGE E. ADDITIONAL THICKENED EDGE � = o = = COMPACTED CRUSHED <br /> — = ROCK BASE contacts <br /> CONCRETE FIRST POUR - — — — _ _ _ <br /> � � 3/8" -CONSTRUCTION JOINT � 4 3/ " LEGEND _— _ — = j DARREN REDICK <br /> � CONCRETE SECOND 1 . CONCRETE WALK - REF. CIVIL FOR TYPICAL CONCRETE SECTION. - - - — Vice President Support Services <br /> a,�; ' a d . ' � : � . � POUR � 2. REF MATERIALS PLANS FOR LOCAT►ON OF CONTROL AND CONSTRUCTION _�_— ___ � COMPACTED SUBGRADE <br /> . �� — � �- <br /> �v �� v�. ✓� ; �a JOINTS. <br /> '��� � -��;� . � �.-�n !7 n�r�. __ � » Providence Health & Services <br /> 3. 3/8 ISOLATION JOINT MATERIAL. 170013th Street <br /> _ _ Everett, WA 98201 <br /> . #4 SMOOTH TIE BAR 4. 1/4" RADIUS TOOLED EDGE. NO SHINER. <br /> CAST IN FIRST POUR 3 5. THICKENED EDGE TYPICAL AT ALL SLAB EDGES. T 425-261-4057 <br /> 1 '-0" 1 '-0" C� 12" O.C. 6. ADDITIONAL THICKENED EDGE, WHERE IDENTIFIED ON PLANS. darren.redick@providence.org <br /> ENLARGEMENT OF <br /> B. CONSTRUCTION JOINT ISOLATION JOINT. KIMBERLY McHUGH <br /> Senior Construction Project Manager <br /> CONCRETE PAVING 3 CRUSHED STONE PATH Providence Health System <br /> 1 SCALE: 1 " = 1 '-0" SCALE: NTS P.O. BOX 24883 <br /> Seattle, WA 98124 <br /> T 206-320-2585 <br /> kimberly.mchugh@providence.org <br /> �„ „ <br /> onsu tants <br /> NOTCH ALL POSTS, <br /> EASE EDGES CIVIL ENGINEER <br /> N Magnusson Klemencic Associates <br /> 1301 Fifth Avenue, Suite 3200 <br /> 135° Seattle, WA 98101-2699 <br /> 1 '-0" CAP ENDS OF HANDRAIL <br /> T 000-000-0000 <br /> 14" X �" STL. BAR LANDSCAPE ARCHITECT <br /> SEE ENLARGED HANDRAIL POSTS <br /> ite or s op <br /> HANDRAIL SECTION A 222 Eturia Street <br /> AT RIGHT <br /> Seattle, WA 9 <br /> T 206-285-3026 <br /> � ELECTRICAL ENGINEER <br /> � EXP. �T., nP. ENLARGED SECTION A <br /> � � �3�� - ��� 4100194 h SOtreetUSui e 400 RVICES <br /> \ i Lynwood, WA 98036-4613 <br /> 1�" IPS GALVANIZED � �–�'� �`' <br /> STEEL PIPE �p STL. DOWELS IN T 206-667-0553 <br /> � EPDXY GROUT <br /> PROVIDE GALV. <br /> STL INTERMEDIATE / <br /> POST AT RAILINGS a <br /> y„ � � <br /> 8 /1 FT. a � <br /> � ,_� „ a a a � _/ a ��„ X �" STL. BAR <br /> STAIR CHEEK ♦ �°� � a � G�� <br /> � � � Revisions <br /> � ���8 <br /> � WALL TYP. TYP. d � a �a/ o�c�JOovaG�oG�O ���j��Oa��,C�o� <br /> i p �o p QonO �or,p o p r��-,p Qo � <br /> � � i �'�G, �������� i = _ ' _� DOC REL 01 06/01/16 <br /> � ��C'�C^��G Ci ' - ; - I <br /> c � o ���;c . o — i � ; <br /> � � �_�» � � a� a �% �,ao��G, ..���o ,�i ��—���- ' '� � —���=– <br /> � w � �/d v�Ga4�Gc� � —� ' --! I 'I » <br /> �, a� �� v ��� g�;� � � � _ �_; SEE ENLARGED 2 DIA. CORE DRILL X ^ <br /> � co �o� �� ° � - -' ' '- ' HANDRAIL SECTION B 6" DEEP. BED HANDRAIL � � ��] <br /> Q+ ° . �i �c�do�c�°o�coo°a I ! � C/ <br /> � REVEAL�� ��, � ��,,o��g� g0r� - - AT RIGHT IN NON-SHRINK GROUT <br /> EXP, JT. a+ a � ��� ,���`����°���°�G���� '_, - ' � � STL. REINFORCING, <br /> 4 �� a OG�QQC��O� �J� — i I �, — NP. � � <br /> �// � �O�c����c�'o�Cc o _ f I 2» <br /> a ° a � a . Oo��c��n�p0 � _ — _ <br /> CRUSHED ROCK <br /> � � a �����cU �� , , - - f�I- BASE COURSE <br /> �°c���o � � ��o° ,-� ENLARGED SECTION B <br /> ��88 � a Or���� ;` <br /> o��000�o uoo ocov c� � ���c �- COMPACTED SUBGRADE (3�� - 1 �� <br /> j oo�o ooQc�o�o o��`�� c o��;-, <br /> �c � �0 0 �o � �o �v� a a. � � v <br /> —�i� � _ <br /> — ; _� � G�co oa��; <br /> ` c �o«.: ���`� <br /> o .Q��r� �ao �;� ��000,�� STL. DOWELS IN STATE 0F WASHINGTON <br /> ° ���° �°��°°�°�'�" �° �= EPDXY GROUT <br /> r��� �°��° ��'�0 °�G� ��o �- R E G I S TE R E D <br /> �'�� ����8 ��G��3 ��� <br /> �Ov�'r�OG�OG�j�O�OCpO�j�Gpp <br /> ( _ ;�, _ _� _ , �- LAN PE ARCHITECT <br /> NOTES <br /> 1 . PROVIDE SHOP DRAWINGS FOR ALL RAILINGS JIM KELLER <br /> 2. ALL RAILINGS AND RAILING COMPONENTS TO BE HO LICENSE N0. 711 <br /> DIP GALVANIZED EXPIRES ON FEB. 24, 2017 <br /> 3. ALL WELDS TO BE CONT. & GROUND SMOOTH. <br /> 9 STAI R AN D HAN D RAI L <br /> SCALE: 1 " = 1 '-0" <br /> PROVIDENCE REGIONAL <br /> MEDICAL CENTER, NORTH <br /> SITE DEVELOPMENT <br /> �� � ��.������ <br /> Regional �le�ical �ente� <br /> ASPHALT A , <br /> �v�r�tt <br /> REF: CIVIL <br /> STANDARD SOIL CITY OF EVERETT 1700 13TH STREET <br /> PREPARATION, REF: L5.20 � � STANDARD CURB EVERETT, WA 98201 <br /> � TYPE E-1 , <br /> � <br /> CITY OF EVERETT N REF: CIVIL Drawing Title <br /> STANDARD CURB <br /> SITE DETAILS & <br /> TYPE E-1 , CONCRETE SIDEWALK, <br /> REF: CIVIL REF: CIVIL SECTIONS <br /> � � � � � � � � ������ � ��������� ��� �� ������ � � � ��� � � � � � � � � � � � � � � � � � � � � � ���� � � ��� ��� ��� � �� <br /> � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � __ _ <br /> � � � � � � � � � ����� ����������������������� ������� ������������� ������ � � � � � �iv�i���i y i�i�i�i��y�i i�i�i�i�i i�i�i�i�y�i ��i�i�i�i i i <br /> i�������i����� ���������������i����������i��������������i����i���i�iii�i��i�iiiiiiiiiiiiiiiiiiiiiiii iiii ii iiiii � i i , <br /> � � � � � � � � � � ��� � ������ �� �� ���� `!� ������ � � i i � : ! ; ,... � �._— <br /> . :.. . _... <br /> I ;— <br /> : .. ,. <br /> . . . . . - — <br /> .' . .. ._ , . <br /> . . . .:. . _ . . , � <br /> :' <br /> _ , ; ___ _ <br /> , <br /> ,. <br /> , <br /> . . . _. .. <br /> ��.: �� � �: <br /> ; . ,. . — -- <br /> _. .. .. . , . . . .: . . . , <br /> ,, . -, <br /> _. ., . .. . <br /> . <br /> : . _.:.. ;. . .. : . .._ _ <br /> .. : . . .. <br /> .. : : : :. <br /> ,. . , , : . , <br /> _ _ , ,. <br /> , <br /> � . .. � <br /> - . , .: ; — <br /> i . ; - <br /> : <br /> f� �� <br /> (.. . _ _ <br /> . , � I <br /> .•.: � : �o :'CJ LQ. : '., - . , <br /> � ' <br /> ; <br /> , <br /> „ , <br /> . . . . .. <br /> . <br /> ; I � : �3 ' .. . .:.. ..:. .': �. ..- , ....� . . - E - � - <br /> i � t_I � ( <br /> � _I . ' E �_ - � ' I � I 3 � 3 i f <br /> I I- ( I -I �-€ � ! I � i � I I- : �-� I -I V -I I 1 � I I � j I , � I � : I-I i I I E i ! �-) I��� <br /> ASPHALT PAVING, ' f=� ' �_� ; = f �—� ( I , 1=i f i ' �--� i �=1 I — � �—; (—� � � -E I 1�� { I I I � �—� �—� , <br /> � <br /> REF: CIVIL '—' ' � � � - _ � � <br /> �� - I � � � � ' I i=� � ' ' = I 1 ' ; I �' ��=� - -� t_ � , <br /> _ � � � � � , - � <br /> , � - <br /> ; <br /> �� ,_ - ; , _ _ �� � <br /> _ 1. _I _; � , __ <br /> _ <br /> , , , . _ _ <br /> 6" PERFORATED SD <br /> REF: CIVIL <br /> 13 SECTION AT PLANTING ISLAND <br /> SCALE: 1/2" = 1 '-0" L3.00 PEMC_SITE DETAILS.DWG <br /> Date: 01 JUNE, 2016 <br /> Job No: S23257 <br /> Drawn By: AF/JK <br /> Checked By: JK <br /> Drawing No. <br /> � <br /> Q <br /> � ■ <br /> � <br /> M <br /> M <br /> � <br /> � <br /> (D <br /> r <br /> O <br /> N D L <br /> � <br /> N <br />