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ZIMMER GUNSUL FRASCA ARCHITECTS LLP <br /> 12�� PERF PIPE PUMP AND MOTOR <br /> TOP OF DRUM SHALL <br /> PORTIAND <br /> MATCH EXIST GRADE BE 3�� MIN ABOVE GRADE DISCHARGE OS ANGELES <br /> WASHINGTON DC <br /> PROVIDE SOLID � NEW YORK <br /> COVER <br /> ��— , , , _ �� SANDBAGS 2"x2��x2�-6�� WOOD STAKE Su te 2400 Avenue <br /> 2 �, 2 SHINGLED POLYETHYLENE SHEETING , <br /> ° ° ° `– PLACED OVER SLOPE. SANDBAGS AT AT 10 OC± EMBED 18�� MIN Seattle, WA 98104 <br /> �o�o � ^ � o°�� 20� OC (ROPES OR STAKES) � T 206 623 9414 <br /> 0�� , , , �g0 F 206 623 7828 <br /> 00 o a , o0o PROVIDE 12�� MIN OF 1Y�� WASHED � i �- www.zgf.com <br /> - � -I I_, ,,I I �_-��_� <br /> CONSTRUCTION ENTRANCE ROCK 0°�� . . . °g0 GRAVEL AROUND PERIMETER OF DRUM ROPE IN LIEU OF _ � � � – i –� � _ <br /> 00 0o ADDL STAKES -, ; �='� <br /> �� , , , °� IMPERVIOUS SURFACE, – '_— 8„ � �onsu�tants <br /> 000 = o00o WRAP W/ FILTER FABRIC SEE NOTE 3 TYP = <br /> 6' a�8 � � � �� 55 GALLON DRUM W/ 2�� DIA POLYETHYLENE �� OR STEEPER, OR = CIVIL ENGINEER <br /> oc o SHEET 3 WHERE INDICATED <br /> DIRECTION �o 0 0 0 � Q �°o WEEP HOLES -- FOR USE ON PLAN °� Magnusson Klemencic Associates <br /> N OF TRAVEL oo , o , � oo WIRE TIES - -- <br /> � 1301 Fifth Avenue, Suite 3200 <br /> � a�'8 ° ° � 8�� -_ --_ T 206 2 2120001-2699 <br /> 000 � � � FILTERED o00 <br /> 8����° _a : o�°�a-' oo�o° a o a RUNOFF o°�� '�, <br /> O�� LANDSCAPE ARCHITECT <br /> ��0�08 ° �o�o � a o a c� <br /> 00 00 0000 0 00 00 00�000�00 00 00 6�� MIN AASHTO #1 ROCK = <br /> ° ° ° – °° BURY & BACKFILL SHEET W/ 222 EturaSStreet <br /> DRAIN SPACE REINFORCED CONCRETE OR MIN WATER SURFACE EL <br /> COMPACTED, %�� - 1Y�� WASHED Seattle, WA 98109 <br /> WELDED STEEL PIPE WASH RACK NO PUMPING WHEN WATER z NOTES� GRAVEL, TYP T 206-285-3026 <br /> SURFACE IS AT OR BELOW THIS EL <br /> � � ELECTRICAL ENGINEER <br /> NOTES� �, � 1. SHEETING TO COVER ALL BARE SOIL ON SLOPE. <br /> � STANTEC CONSULTING SERVICES <br /> 1. WASH RACK WIDTH TO MATCH ROCK CONSTRUCTION ENTRANCE WIDTH. 2. SHEETING TO OVERLAP A MINIMUM OF 12 INCHES. PLACE SANDBAG ANCHORS IN CENTER OF OVERLAP. 4100 194th Street, Suite 400 <br /> Lynwood, WA 98036-4613 <br /> 3. WHEN BOTTOM OF SLOPE DOES NOT ABUT AN ADJACENT IMPERVIOUS SURFACE, A TEMPORARY COLLECTION SYSTEM MUST BE INSTALLED AT T 206-667-0553 <br /> THE TOE OF SLOPE TO COLLECT CLEAN RUNOFF FROM THE SHEETING. <br /> WASH RACK � SEDIMENT CATCHMENT AREA 2 TEMPORARY SLOPE PR�TECTION 3 <br /> NTS C1.02 C7.01 NTS C1.02 C7.01 NTS C0.01 C7.01 <br /> Revisions <br /> 0 DOC REL 01 06/04/16 <br /> 1 DOC REL 02 09/21/16 <br /> NORTH SITE <br /> �� ���� <br /> '; �egic�nak N��dica� �enter <br /> Ev�r�tt <br /> 1815 13th Street <br /> Everett, Washington 98201 <br /> Drawing Title <br /> SECTIONS AND <br /> DETAILS <br /> � <br /> � <br /> � �, M. GR <br /> � ��`��°� wAsk`'����' <br /> � �� <br /> z � <br /> w <br /> � <br /> 0 <br /> J <br /> 2 ' W� <br /> U 26505 � <br /> �� � <br /> G~ <br /> � �`�SIONAL ti� 5��� <br /> ¢ '�'� <br /> � <br /> 3 <br /> � <br /> � Date: 08 NOVEMBER, 2016 <br /> � <br /> � Job No: S23257 <br /> � <br /> L <br /> C/� <br /> � Drawn By: CRM <br /> z <br /> PLAN APPR0I��D <br /> � Checked By: RMG <br /> -o <br /> � ��-a�-i� <br /> i <br /> PUBLIC SERVICES D TE <br /> � <br /> � Drawing No. <br /> � A+� EROSIOH <br /> PUBLIC WORKS <br /> DE,PARTMENT <br /> WATER <br /> U <br /> A PUSIIG 1YORK5 &�zRl7IT yS <br /> REQUIRED PRIOR TO SSARTING <br /> � <br /> ANY CONS?RUGT301'1 OH THIS <br /> W <br /> PR�3)EtT IS COtIDIROfiAI PER <br /> = ROIECT. A?pROVAL F6R THIS <br /> C GURREN? CI?Y STAWDARDS AND <br /> � EXPIRES�I"ag"���'UNI,E$$ <br /> PERMYT fOR CONSTRUCTION HAS � <br /> � ENGINEER eEENiS5uE0. <br /> 0 <br /> O <br /> � <br /> � <br /> 0 <br /> N <br /> \ <br /> � CCD 001 <br />