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_ - _. .... . .... ..... . .. ..... .. . . ...... .. y . <br /> .. ... .. .. . . . . . ... . . . . . ....._ .... ...... . ..... . ..� . . . .... . ...... . _. . . . . . .. .... .... .. .. .. . . . . ...... . . . . . <br /> FENCEIRAIL 1NHERE <br /> , <br /> REQUIRED <br /> . � <br /> REINF�RCEMENT S�HEQULE I <br /> _ __ _ <br /> . � � �- <br /> GRANULAR FILL �(�MPACTED T� 95% <br /> EXP�SE❑ WALL LAYER NQ. REINF�RCENIENT REINFQRCEMENT HEtGHT � I � QF SQ1LS MAXIMUIVI DRY DENSITY PER <br /> HEIGHT "H" TYPE LENGTH "L" �FT� KEYST+C7NE C�MPACT BL�CK � � ASTM D-1557 MQDIFIEL7 PRUCTQR <br /> _ 8,�X18"X12" �R EQUAL I � �SEE NC}TE 1 a} <br /> <2 FT NC} REINF4RCEMENT REQUlRED � � <br /> _ I � <br /> 2FT - 3FT 1 MIRAGRID3XT 4.0 FT � .33 - <br /> F -•4#� Nf �#IP• -. .. . � � � . . . . .. . . .. .. .. . <br /> � ■ra � s■ ._#f ... . . - ° . � <br /> � <br /> , - .�. ri E �R e�lli <br /> ... . .._.. .. . . . . . ... _. .... �' :� a d +�s� 4 i �+F <br /> FT 1 .33 <br /> 5.{� . ., .�.���. <br /> t ■s s W <br /> 4 FT - 5 FT 2 MIRAGRID 3XT 5.p FT 3.33 } � p � * � ; <br /> �� . <br /> . : <br /> . ° �+ -# � � 2" MIN. CC7MPACTED STRUGTURAL <br /> _ � � �e <br /> � 7.D FT � .33 �� � ,� �,�' � BACK FILL AB�VE DRAIN COLUMN LAYER 3 <br /> 6 F T - 7 F T 2 M I R A G R I D 5 X T 7.0 F T 3.3 3 � � y --�-- � -�---- � � -- � � -� � <br /> � <br /> , , . <br /> 3 7.0 FT 5.33 ° � a� � <br /> �: . ;� , <br /> _ _ � <br /> ° � 2" MIN. C�4MPAC1'ED 1lz" T� 1 �� <br /> "H}' �2 � � ,�. ;4 � '�~ � CLEAN CRUSHE❑ R�CK NQ FINES �TYP.) <br /> , . <br /> . �r��� <br /> p <br /> _ <br /> � °� �� � LAYER Z � <br /> . , <br /> � � � � � � � <br /> � <br /> . _ � . <br /> , �, <br /> � , �: �� <br /> - GEQGRID �SEE REINFURGING SCHEDULE} <br /> 4 a <br /> � � <br /> �. — �� <br /> #� . <br /> k • <br /> G E N E RAL N�TES � � r�# _� LAYER 1 <br /> 10} STRUCTURAL FILL SHALL BE PLACED AND COtVIPACTED AC��RaING ' -� � --�- � � � <br /> 1 } REFER TC? CIVIL GRADIN� PLANS FC)R WALL ALIGNMENTS AND T� RECt7MMENDATIONS PR�VIDED IN THE GEt7TECHNICAL � � � p <br /> ELEVATIC�NS. �� '� � ' � <br /> ; ., <br /> REPt�RT, RIVERSIaE BUSINESS PARK - L�TS 5 AND 6, EVERETT, � ' �MIN.} <br /> a <br /> WASH�NGTQN, PR�JECT N�. T-7388, PREPARED BY TEf�RA � n �x� g� � � 4" DIAMETER PERFORATED PVC <br /> 2} REFER T� REINFt]RCING SCHE�ULE FOrR GE(]GRID LENGTHS AND q�S�CIATES IN�., DATED MARCH 22, 2016� STRUCTURAL FILL IN � � � <br /> ELEVAT1t3NS. ' DRAIN PIPE TAKEN Ta APPRt)VED <br /> REINFflRCED ZC�tVE SNALL BE �RANULAR MATERIAL Vt11TH A - PC�INT t]F DISCHAR�E <br /> 3 GE�3GRID ELEVATION MEASURED FR�M TDP C�F �RUSHED RC�CK MAXIMUM AGGREGATE SIZE aF 3-INCHES AN[] A IUTAXIMUM SaIL . � <br /> ,� � <br /> } FINES {LESS THAN # 200 SIEVE) C(�NTENT (]F 30 PERCENT. � 3� .,.� . <br /> LEVELING PAD. <br /> 4) GEC)GRID LENGTH "L" MEASURED FROM BACK �F FACE UNIT. � 1} HEAVY C(7NSTRUCTI(�N EQUIPMENT SUCH AS VIBRAT(�RY DRUM C�MPETENT NATIVE SOILS 518" CRUSHED RC}CK LEVELING PAD tTYP.) ` <br /> RQLLERS, LC3A[]E❑ DUMP TRl1CK5, FRONT-END L�ADERS, ETC., t�R STRUCTLJRAL FILL T� BE VERIFIED <br /> 5) GEC3GRID SHALL BE INSTALLED BEHIND WALL V1lITH MACHINE SHALL NOT i�PERATE VIIITHIN FIVE FEET C7F BACK OF VIIALLS. BY GEQTECHNICAL ENGINEER �TYP.) <br /> DiREGT14N (STRC3NGEST AXIS� PERPEND�CULAR T� INALL. STRUCTURAL FILL PLACED IN THIS Z(]NE SHALL HAVE MAXIMUM <br /> L4USE LIFT THICKNESS C?F 12 lNCHES AND SHALL BE C(�MPAC7ED ' <br /> � � � <br /> �� <br /> USING HAN!] OPERATED CtJMPACTI�N EQUIPMENT. � � � �� `��`�� ` <br /> �) GE�GRID SHALL BE INSTALLED �N H�RIZONTAL SURFACE C}F �� �` <br /> � "�`���`' �� p <br /> C4MPACTE[3 STRUCTURAL FlLL. �' ��� <br /> GEQTECHNICAL SPECIAL INSPECTIQNS � � _ :�.� ��, � ,C� <br /> �r � ��� g �"",~ <br /> 7} GEOGRID SHALL SE PIJLLED TIGHT BEHIND VilALL. STAKE EI�Q t7F . NDATI N SLJBGADE - NTINIJ�IJ <br /> Fvu o co � �� �� � � r � <br /> GEQGRID AS REC�UIRED T� MAINTAIN TENSI4N BEFC�RE CC]VERIhIG • BACKFILL C�MPACTI�N - PERIC]DIC �: � <br /> WITH STRUCTURAL FILL. • GEOGRID INSTALLATI�N - PEFtI,DDIC � � �� � <br /> � � <br /> • UVALL DRAINAGE - PERI�DIC �-� �-# �„�► <br /> 8) PR�TECT CEaGRID FR4M C�NSTRUCTIaN DAMAGE PER revised 1 - 14-1 g E�i' � � �',� ,���M��� �� � <br /> MANUFACTURERS SPECIFICATIONS. CQNSTRIJCTI�N EQUIPMENT I� ,� 4 ,���-�,�„"� ��. <br /> SHALL Nt�T TRAVEL DIRECTLY ON GEOGRID. ANY GE�GRtD THAT IS Clt�/ I"eVIeW ���" : -��"` <br /> DAMAGED SHALL SE REPLACED WiTH NEVi! GE�GRID AT <br /> ���� � <br /> CONTRACT�RS E7CPENSE. <br /> comments b ���.� L , ��� . <br /> 9} KEYST�NE BLOCI� t� tlVALL ASSEMBLY T4 BE CQMPLETEQ PER - - <br /> MANUFACTURERS SPECIFICATIC�NS. � KEYST�N E BL�CK WALL DETAI L <br /> � � ., �I'erra <br /> *,y, �. �s �., <br /> �y�� ;� GLA�IER PEAK <br /> � ����-� . <br /> � � <br /> � �� •` � �����I���'� I �� . EVERET�`, V1/ASHINGT�N <br /> � � ' �����It�n� ir� �eote��ni�� ngi��e�i�g _ __ <br /> Geology and Pro'. �Io.T-�388-3 Date: DEC 20� 8 Fi ure 1 <br /> Environmental Earth Sciences � g <br /> � _ _ <br />