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� VJ � N N E <br /> � N �N O <br /> ' U <br /> ^' W W �Q � N <br /> W .3 N o� <br /> U .�.r = 3�n c�a <br /> A� C ,,_, N <br /> A C� � � � � � <br /> � w <br /> WEST EAST SOUTHWEST NORTHEAST � � <br /> 370 370 370 3�p SPECIFICATIONS: '" <br /> MATERIAL •— U � <br /> 365 365 365 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM) <br /> 365 SPECIFICATION CODES CITED NEREIN REFER TO THE CURRENT U � � o <br /> ASTM MANUAL.THE CITY OF EVERETT SPECIFICATIONS CITED � c� <br /> Q 0 REFER TO CITY OF EVERETT DESIGN AND CONSTRUCTION O � N � �, <br /> 360 V 0° 360 360 a 0 STANDARDS AND SPEC/FICATIONS FOR DEVELOPMENT,DRAFT �;rn rn a <br /> F- I- � � 360 DECEMBER 2016.WASHINGTON STATE DEPARTMENT OF -� �' Q �' � <br /> w w W W TRANSPORTATION(WSDOT)SPECIFICATION CODES AND PLAN (n .� � "' � N � <br /> � � BUILDING � y DESIGNATIONS CITED REFER TO THE CURRENT WSDOT � �n �' <br /> 355 � � 355 355 W W 355 PUBLICATION M41-10,STANDARD SPECIFICATIONS FOR ROAD, �' V E o u�i � <br /> z Z Z Z BRIDGE,AND MUNICIPAL CONSTRUCT/ON.ANY SUBSTIT UTI O N S � o � `v <br /> BUILDING MUST BE APPROVED BY THE ENGINEER.ALL MAXIMUM DENSITY � C N � <br /> TESTS SHALL BE PER ASTM D1557. � � � <br /> 350 350 350 2. ALL IMPORTED EARTHEN MATERIAL MUST BE FROM A <br /> COMMERCIAL QUARRY AND FROM PURE CRUSHED ROCK.NO <br /> SUBSTITUTIONS. <br /> 345 345 345 <br /> W 345 3. BACKFILL MATERIAL TO STABILIZE SOFT SUBGRADE AT THE BASE �,., <br /> W OF THE EXCAVATION OR BACKFILL IN STANDING WATER SHALL o <br /> �, w EXCAVATION MEET WSDOT SECTIONS 9-13.1(1)AND 9-13.1(5)FOR QUARRY � � T <br /> ��/ � SPALLS.BACKFILL MUST NOT EXCEED SOIL CLEANUP LEVELS FOR � n <br /> z 340 ;;, , 340 z s4o AREA °' ¢ � <br /> 340 PETROLEUM RANGE HYDROCARBONS. � r� o <br /> � j/ %�,/ O � j � Q � n <br /> j �/jj j , Q ,j EXCAVATION AREA � / 4. IMPORTED BACKFILL MATERIAL ABOVE THE QUARRY SPALLS � �o N " <br /> W �, � � / / SHALL MEET THE SPECIFICATION OF STRUCTURAL FILL AS DEFINED u� ro 00 � <br /> W 335 �, EXCAVATION AREA 335 W 335 � � � Y � � <br /> 335 IN THE GEOTECHNICAL REPORT PREPARED BY ASSOCIATED EARTH N <br /> SCIENCES, INC. �- � <br /> / MINUS CRUSHED ROCK M ETANG WSDOT SPEC�IFDICAT ON 9B 3 9(3) <br /> 330 % � 330 330 33 0 F O R C R U S H E D S U R F A C I N G M A T E R I A L. <br /> 6. ASPHALT SHALL BE CLASS'/s-INCH HOT MIX ASPHALT IN <br /> 325 ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-03.8(2). <br /> 325 325 325 SEALANT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD <br /> SPECIFICATIONS. �`?'�`��E LO <br /> 320 ��'�O`6�f w��f���G`J��''r <br /> 320 320 320 GEOTEXTILE �' �:�' ��- 1>� �o� �' <br /> 1. IF QUARRY SPALLS ARE REQUIRED FOR GROUND WATER OR SOIL <br /> STABILIZATION,GEOTEXTILE SHALL BE PLACED ON TOP OF QUARRY <br /> 315 315 315 315 SPALLS PRIOR TO PLACEMENT OF ON-SITE CLEAN OVERBURDEN �, 52ci64 Q �, <br /> SOILS OR STRUCTURAL FILL. �� �cts���' '�' <br /> � <br /> 310 2. MATERIAL SHALL BE A NONWOVEN GEOTEXTILE IN ACCORDANCE �SSI�NAL��G� <br /> 310 310 310 WITH WSDOT STANDARD SPECIFICATIONS,SECTION 9-33 FOR <br /> SEPARATION APPLICATION REFER TO TABLE 3 OF SECTION 9-33.1 ���ZI �('.� <br /> p o FOR MINIMUM REQUIREMENTS. <br /> � N M � � CD � 0�0 � � N M � � i�p � 0�0 � O <br /> � 3. PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER <br /> SPECIFICATIONS. <br /> HORIZONTAL DISTANCE (FEET) HORIZONTAL DISTANCE (FEET) <br /> PAVEMENT <br /> 1. PAVE THE WORK AREA AFTER SUBGRADE HAS BEEN ACCEPTED <br /> BY THE ENGINEER. <br /> 2. PAVEMENT PLACEMENT AND COMPACTION SHALL BE IN <br /> ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. <br /> 3. SEAL THE EDGES OF THE PAVEMENT WITH THE EXISTING <br /> PAVEMENT. <br /> 4. RE-STRIPE PARKING LINES TO MATCH ORIGINAL ALIGNMENTS. <br /> RESTORATION � <br /> 1. SWEEP AND WASH THE WORK AREA UPON COMPLETION OF THE � <br /> WORK TO THE SATISFACTION OF THE ENGINEER. O <br /> f <br /> U <br /> , <br /> w <br /> B B D p� �- 4" HOT MIX ASPHALT � z <br /> SOUTHWEST NORTHEA3T WE3T EAST Z � 6" BASE COURSE: � � O <br /> 370 370 370 370 o O o 5/8-INCH MINUS � LL <br /> ,n V � U �U- �� -- ;; : CRUSHED ROCK O r n <br /> 365 365 365 � � � �O��Op�O��C O � Z <br /> 365 0 � p�O p�O p 0 C -- STRUCTURAL FI L L: <br /> a � U m �O��O��� ��C N O N O R G A N I CG R A V E L O R � � <br /> 360 � � 360 360 v C° 360 �O p�O p�O G SAND WITH 5%MAX U W � <br /> W w U U ��O p�O p D p�C' PASSING#4 SIEVE,AND � Q <br /> � � � y :��p��O��O Q C 30%MINIMUM RETAINED � � <br /> w � � 0 �O �O ON THE#4 SIEVE � � <br /> 355 Z Z 355 355 Z Z 355 'O p�O p�O��C� <br /> BUILDIN G B U I L D I N G ��.�O�n��C?����� � W � <br /> � 3 5 0 350 350 350 W — -� ELEVATION OF SITE � c W <br /> � � SOILS/STRUCTURAL � O w <br /> > <br /> � 345 345 345 345 � HORIZON VARIES DUE <br /> W W � Z j/�Y//�Y//%//%j/��%//�%j/�� TO FIELD CONDITIONS O �L � <br /> � � /,'�� .W�.. � �%�%������%/%/%/ � w <br /> Q oz 340 /� . , � ////%/� 34o z 340 EXCAVATION AREA sao a ������%����j��j��j\\%/�% � <br /> �n �� �� / o �/�/� ��/\/\� <br /> � a j j// , Q o �\���\��%\��\�/�\��%\�- �- ON-SITE CLEAN <br /> a> > � � j�//// . \l� \ \ \ \ \. Q <br /> w > � ,� � ��� ��� �� , <br /> � �j`�/j�//�//�/ �/�/ �i< OVERBURDEN SOILS � <br /> � 335 EXCAVATION AREA W � /\�j /�y\//\//\� <br /> 335 � 335 335 a` � � <br /> � W \\ \\ \\ \�\\�\\�\\. <br /> '���\�����i����������, Q <br /> � ���i��i����i��i�ii � <br /> � 330 // 330 ;�\\ \\ \\ \ \\ �\���� <br /> 330 / �/ �/ �/ �/ ���� U <br /> O 330 j�j%/%�%�%/%/ /` <br /> } �\ \\ \\ \\ \� \\ � <br /> ���jv\�j\�j\�j\�j� GEOTEXTILE: <br /> 325 ;i�\\//�\//�\/�\��\\//\\r MEETING WSDOT SECTIONS <br /> Q 325 325 325 �/ /�/\�/ �/\�/\� w <br /> J 9-33 FOR SEPARATION <br /> 3 APPLICATION PER TABLE 3 <br /> � 320 320 320 320 OF SECTION 9-33.1 <br /> � Y � Uod`�a�``�Uod"a �'Do�'�aV�,`',pti:�, <br /> � 315 315 315 315 � � Q Q o oQ Q4 P 4 � �'" QUARRY SPALLS: <br /> �Q �Q o o a�QQ o o Q <br /> v m aa�D °�a��D °�D��Dp��a�� MEETING WSDOT <br /> �� � a �� 4 v a 9 13 1(6) SDEPTH ASND <br /> 310 310 310 310 NECESSARY TO STABILIZE <br /> U' WET SOILS AT BASE OF <br /> 0 0 0 0 0 o EXCAVATION E I N <br /> � � c� c9i � �n c� � oo S� � N rci v � c�o � � DRAWN BY: <br /> � <br /> � TYPICAL BACKFILL CROSS-SECTION <br /> � HORIZONTAL DISTANCE (FEET) HORIZONTAL DISTANCE (FEET) CHECKED BY: TWL <br /> / NO SCALE <br /> � DATE <br /> ° 11/17 <br /> � <br /> � <br /> 'C <br /> PROJECT N0, <br /> °° 160594V003 <br /> � <br /> � <br /> � <br /> o F I G U R E <br /> `° G-6 <br /> � <br />