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_ _ , . ___ _ _ __ _ -_ <br /> ZIMMER GUNSUL FRASCA ARCHITECTS LLP <br /> PORTLAND <br /> COMPACTED AT LOCATIONS NOT COMPACTED AT LOCATIONS NOT <br /> BASE COURSE CONTAINED BY CURB BASE COURSE -- CONTAINED BY CURB DIM/COORD POINT ON PLAN -� L <br /> LOS ANGELES <br /> FINISH GRADE � OR OTHER STRUCTURE FINISH GRADE -_ <br /> PER PLAN PER PLAN i <br /> OR OTHER STRUCTURE ���.� � SAWCUT FULL DEPTH NEW YORK <br /> �, ASPHALT 6" 12�� � �� ASPHALT '� '6� 12'� NEW ASPH CONC PVMT -- � 12" � ��-- BITUMINOUS TACK COAT <br /> � <br /> 'I � CONC PVMT -� ' �� CONC PVMT --� 1 � � MIN � / �- EXIST ASPH CONC PVMT <br /> -- -- - _ <br /> _ __ <br /> I � � � � <br /> - -- - � . - -- — <br /> - — — - <br /> - ----= _ � � - - _ _ <br /> � _ _: _ -� -- - = - - _ _ = uite <br /> 2�� = - 3�� - - - - - = - Seattle WA 98104 <br /> _ - - - _. - �- - I = <br /> - - ,� � � �� � �- ,� � � � � -� - - - c� 'a�Q(���� T 206 623 9414 <br /> _ J .�,� '��� ,�� ��/` ,�nCl1 `�n � ,�,�, ..� .^' -�� 'C, �`- i >.,..� �� �1C, C ^� " �_ ;���, „- �� � � ; � - �� - <br /> � `� '-� C v ���, ,�C� ��i� ?= -' � �� �,�. ���. �,�� � � ��: ,_, � ' �� <br /> � .v ��� �� � 0��, i1 pJ.�r _ � � i v, � <br /> � ��' � <br /> � _ . , � n "t. � ` ' � i1� '=' -� �� <br /> I I _ -� .. � � . � ' - -- --- -- --. . <br /> � -- -, �,��,���,��,�������,,�,��, ��� �,�_� _� , �,�����,��,�o ;�,� ., �-��� � ., =, ; � _ � 1 � � F 206 623 7828 <br /> 4 ..,,;� _; �:�� �o� o0 0� �o� ��G � 6 ����,, ��; ,!/���^�, ;��,;�✓o� „��, r ��- " �` _-- _ - , <br /> U �J� �� /��J� �� /1 �� - � � U ✓ ,�J' l/ �" ��i �'lJ✓ ,�,� � i i ,-- <br /> , , , , ,- ,I www.zgf.com <br /> � -_ <br /> � - - �- i i % � � � %%; NEW COMPACTED _I � <br /> � � /,�// - - - llll ll�l li ll� i lll llll i lll �lll llli /i i� � I � <br /> /// /%%/ //// //// //// //// � //// ///i PROOFROLLED -_ PROOFROLLED <br /> ///, , /// -„ � , �� ���, ; � , �,;, BASE couRSE <br /> / � i ��/� //// //// //// //// //// !!%�%= SUBGRADE - NATIVE �% //// _//// / / _ ' � ��'% _ !�// _//// /�,!� � � SUBGRADE - NATIVE consu�tants <br /> , �;; - ,��; llll- �-�-�=ll,�l-llll--llll—ll,'i=-�;;;= ��' MATERIAL OR f ���1,1__li'�! - ,;�; �� - , �_ , � ;; _i�;�l ;'„ - _��� MATERIAL OR EXISTING AGGREGATE <br /> � ��� ���-- � ���- -- '� �' - - � <br /> � %/// //j/ l�// ///�������/����/=i/l/ �' � STRUCTURAL FILL �� '� - , �;�- ',��j_,!;�j _j��� 1,;�;' � /i�; /�j�_%l ;�--� STRUCTURAL FILL COMPACTED BASE COURSE OR CONCRETE <br /> , ��,_ �- ill <br /> ��_1,��1—!�ll llll—llil ll,� ' ��l' ,�;; % i� ��, � _, , l_ _ '�� SUBGRADE OR BASE TO BE PROTECTED <br /> / , ////__//// //// �� �� ���� lll� ll�l l�� ,� � ���— �i i�/ , <br /> ,,, , , — — r — � - — <br /> - � '%_ '�li=—%!!l !!li—ll,il--l�ll __llll ___lll�--il,!l-- - -- =- --;'i��,` „ _ !;_ �, '� ,;'' -; ', _- STRUC FILL �' tes <br /> � � � ; -_ � �:� � ,;, ,,,, - �- �� �_ � <br /> _ <br /> - TO PREVENT LOSS OF agnusson emencic ssocia <br /> _ —��'- - - � - ��' '!'� � - _ = DENSITY & SUPPORT 1301 Fifth Avenue, Suite 3200 <br /> _ -, <br /> , _ -- <br /> - — -- <br /> ' -- ' -- -- - UNDER EXISTING ASPHALT Seattle, WA 98101-2699 <br /> - _. __ __ '-- -' -' - _ __ T 206-292-1200 <br /> i— -_� � , i , ,—, �'' <br /> i i—� � — -- — — <br /> —� � — � � �— _ <br /> --_ _—��-,�� �, ' : �' � �- ! �' ' ! ' ' --- LANDSCAPE ARCHITECT <br /> Site Workshop <br /> 222 Eturia Street <br /> Seattle, WA 98109 <br /> ASPHALT CONCRETE PAVEMENT - TYPE 1 � ASPHALT CONCRETE PAVEMENT - TYPE 2 2 ASPHALT CONCRETE PAVEMENT JOINT 3 T206-285-3026 <br /> ELECTRICAL ENGINEER <br /> NTS C3.01, C3.02 C7.02 NTS C3.01, C3.02 C7.02 NTS C7.02 C7.02 <br /> STANTEC CONSULTING SERVICES <br /> 4100 194th Street, Suite 400 <br /> Lynwood, WA 98036-4613 <br /> NEW ASPHALT CONC PVMT & BASE T 206-667-0553 <br /> COURSE INDICATED ON PLAN OR <br /> MATCH EXIST THICKNESS, <br /> WHICHEVER IS THICKER AT LOCS NOT <br /> FINISH GRADE PER PLAN CONTAINED BY CURB <br /> ASPHALT CONC PVMT 6x6x2.9x2.9 WWF OR OTHER STRUCTURE <br /> JOINT, TYP 3 <br /> CONC WALK 6�� 12�� FINISH GRADE THICKENED EDGE AT <br /> C7.02 C7.02 PER PLAN 12�� EDGE OF PAVEMENT <br /> TRENCH <br /> 12" WIDTH 12�� � d °/�_/ °4 a°/ � o � CONC PVMT #4 � 12" EW <br /> MIN SAWCUT _ a d COMPACTED <br /> MIN N o 000o c�oo 0000 0000,�0000 00��,,,o�o� BASE COURSE a <br /> EXIST PVMT � ,,, `� � � ^ ,� , � ° ° <br /> llll llll lll �l l l;�l 1,-;i � l l�� �l;;i—,; - . o a a . . ° <br /> ll llll llll llli llll llll llli llll /ill llll � � � � ° ° ° - <br /> 0 o a ° � a ` � <br /> ���� ���� ���� ���� ���� ���� ���� ���� ���� ��� a �. � � � pd4 a � <br /> EXIST AC PVMT � � �� o ��c�, c�� o� o,�� a a <br /> � l llll illl llll llll ll,ll l„�l llll llll lll� ,', - o�'��oo�'��oo°a�o��'��oo°o°o� o a <br /> / � // / / � GoQo CoQo Oo�o Cono Do�� � o a a a <br /> _ ll� llll llll lll�� llll lll �i, ,, �lll li ll llll C°oog� o0 0 0 ��ao 0 0 0 ��oo�oo��,� COMPAC TED BASE COURSE <br /> C� �� 0°�,��,�o� 0°� ��� c o0 <br /> i= — _� I � _ � llll l� ll/illl lll,lli llll ll l � o o �,o 0 <br /> ,; L;n� � � — I i � I _ / / / / �oO��o°o��voC�000 <br /> oo� o0o L o �000 000 �:�o 000 00 oco 00 000 000 � � � i—i '' i—I � ' ' PROOFROLLED <br /> 00�o��o000 00 0 00 0 �o� o0 0 00 0 0 0 �o 0 0o a o0 0 00 � °D l�ll llll llll li�ll llll—lll� l;�l, lll <br /> 00o coo ��, o 0000 0000 ��oo 000� o000 00��0 000 00 0 �°og °° SUBGRADE - NATIVE � / <br /> MATERIAL OR //// //j/ �/// //// //// //// //// PROOFROLLED SUBGRADE- <br /> � � � TACK COAT, TYP NOTES� STRUCTURAL FILL ; ' � //�/ /�// ���� //�/ NATIVE MATER AL OR <br /> �� i, ; ,;�;;� � ' � � ,—����i i-��_�����!i--� //// //// /�// /�/, STRUCTURAL FI LL <br /> � � ��� �'�%�i, ���� ;� �,. �� � 1. PROVIDE TRANSVERSE AND LONGITUDINAL JOINTS A� FOLLOWS� 2. PROVIDE EXPANSION JOINT WHEN BACK OF WALK ABUTS FIXED OBJECTS. -��i I I—�� �—� I—I � ; , __ ' � <br /> ii,i , <br /> �- , �, <br /> ;;� ;: �� CONTROL JOI NTS� �—I �i —; � ;i — I — �_ <br /> '��' � � �'' - SEE LANDSCAPE 3. SLOPE WALK AT 2� (TYPICAL) OR AS REQUIRED BY SPOT ELEVATIONS � ' �=I I I I I, ;-1 ! �--� I I I I !- <br /> PIPE BEDDING & � �� , ;;` � /,� O N G R A D I N G P L A N. <br /> TRENCH SECTION � � ,/,�, <br /> COE STD DWG NO -� �� �'��� � EXPANSION JOINTS� <br /> � �� %;;��;'�' - FULL��DEPTH ALIGNED WITH CONCRETE CURB EXPANSION JOINTS NOTES� <br /> 610 AND 611 � - 37 -6 OC MAXIMUM, OR AS INDICATED ON THE LANDSCAPE DRAWINGS <br /> �.,�„ u,�,�,�, � - AROUND FIXED OBJECTS 1. PROVIDE EXPANSION JOINT WHEN PAVEMENT ABUTS FIXED OBJECTS. Revisions <br /> - AT POINTS OF CURVATURE AND POINTS OF TANGENCY. <br /> � �� ` 2. FINISH SHALL BE LIGHT BROOM. <br /> � 0 DOC REL 01 06/04/16 <br /> ` k 1 DOC REL 02 09/21/16 <br /> � 2 RFI#001 11/08/16 <br /> PAVEMENT PATCH 4 ON -SITE CONCRETE SIDEWALK 5 CONCRETE PAVEMENT 6 <br /> NTS C3.01, C3.02 C7.02 NTS C3.01, C3.02 C7.02 NTS C3.02 C7.02 <br /> 90� <br /> 30�� DIA MANHOLE ACCESS <br /> FINISH GRADE PER PLAN <br /> 5� MIN 1� FREEBOARD ABOVE <br /> � RI SERS AS REQD <br /> � CL CURB MAX STORAGE DEPTH <br /> . <br /> WALL OPENING, _ <br /> COORD POINT PER PLAN �� � LADDER, TYP TYP (3) LOCS <br /> 2 �e z <br /> � � <br /> � _ TOPPING SLAB MEETS INTERNAL WALL � <br /> SLOPE TO MATCH THAT a� °°a ° NORTH SITE <br /> a � � d <br /> OF ADJACENT PVMT o � : � a a <br /> �a .. a� a� . . - - � �� d q . . _________��� ______________________�������������������_�������� <br /> . . � . _ � . . . _ . . . �.Q G a G . n <br /> . � . � - . � a. a . -da � <br /> ° . G v •. a . . . a :aa . G o <br /> � ° ° °a a a � a a � TOPPING SLAB, SLOPE 5� TO CENTER FROM EACH WALL PRECAST PANEL VAULT SYSTEM �""'� �'�������� <br /> : � ° � °a � � a a NORTH-SOUTH SECTION fy : �� `� <br /> a � a <br /> ° Regic�r��� �edieal �e��er <br /> a-a a� , a a �� <br /> a a <br /> � ° a �� ` � � � a �° 20� TYP Ev�rett <br /> � <br /> aQ a <br /> j 1815 13th Street <br /> Everett, Washington 98201 <br /> PRECAST PANEL VAULT SYSTEM WALL OPENINGS <br /> z �` OUTLET Drawing Title <br /> INLET TOPPING SLAB � <br /> MEETS END WALL C° � <br /> SECTIONS AND <br /> -� - <br /> ------ -------------------- --------------------------- --------------------------- � <br /> DETAILS <br /> NOTES� �o <br /> 1. FOR DETAILS NOT SHOWN, CONSTRUCT IN ACCORDANCE WITH COE STANDARD PLAN 305B. TOPPING SLAB, SLOPE 5� TO CENTER FROM EACH WALL <br /> EAST-WEST SECTION <br /> CONCRETE ROLLED CURB & GUTTER 7 PRECAST CONCRETE DETENTION VAULT s <br /> � NTS C3.02 C7.02 NTS C5.01, C5.02 C7.02 <br /> � �P M. GR�� <br /> � <br /> > �� ��4 �yASgJ`�rG' ft' <br /> � �� <br /> T <br /> z � <br /> w <br /> � <br /> 0 <br /> � <br /> C <br /> U - � 26505 �� <br /> � ���`�SIONAL ����� �(o <br /> a ���oal <br /> � <br /> 3 <br /> � <br /> N <br /> � Date: 08 NOVEMBER, 2016 <br /> c.� <br /> � Job No: S23257 <br /> � <br /> L <br /> � <br /> > Drawn By: CRM <br /> � <br /> z --- <br /> � P�p� ppp�p��g, Checked By: RMG <br /> � <br /> � <br /> U <br /> � <br /> / 1 „r �I <br /> V <br /> � <br /> Pus s �A Drawing No. <br /> a <br /> � p I p EROSION pU6LIC W�K/CS <br /> �EPARTMEArR' <br /> � <br /> � WA7ER <br /> A PUBL3C W00.KS PER:iIF ZS <br /> � <br /> W <br /> cn SEWER nnr consrx,,crton on THIS <br /> REQUIRED KIOA TO STAR <br /> � <br /> PROIfCT. AC�?ROYAI FOR 7HIS <br /> PRC)ECT IS CONDfTIONAL PER <br /> � <br /> TRAF� tllRitENT ITY STANDA D.�+AH <br /> � <br /> 6 fXP2RE5� NLESS � <br /> �;fri� �-�-� pf±:MIT FOR CONSTRUCTION HAS <br /> p C1� 6INEER <br /> C BEEN ISSUED. <br /> tf� <br /> � <br /> O <br /> N <br /> \ <br /> � CD 001 <br />