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<br /> ��=�.�� �� 1. PRIt�R TQ C{�NSTRUCTIQN A�� VEGETAIiON, UR�ANiG SURFACE S{}(L�, AN� 10. [I� N(�NSTRUCTURAL AREAS, TF�E C7EGREE OF Ct?MPACT104� CAN BE REaUCED T{� 9fl
<br /> `.�/�=�,tJ��� ���=����� �ELETERIC�US MATERIAE.S SMALL. �� �TF�IPPED AI�Q REMt}VEp �RC}�A THE �IfiE. PERCENT. _
<br /> � E�ASE �t� �4N�ITIUN5 C}BSERVE[7 IN THE TEST FIT5, THE E�EPTH OF THE STF2IPPING
<br /> ' t� 20 4Q ,,,, .�.,..._ 80 CAtV BE E�CPECTEI� TC� BE BETWEEN 6 AND 1$ lNCHES. THESE STRIPPtNGS WILI. 11. AL� STRUCTURAL FI�,L IN CITY UF EVERETT RIGNTS OF WAY MIJST Ct�NFQRM TO .
<br /> ;� � , _A �► PORTION 4F THE NW114, NE�14, SE114, AND SW114, �J� THE SE1l� QF SEC. 3, TWP. 28 N., RGE 4 EAST, W. �1. I�Ci�` BE SUITA8I.E FQR USE AS STRUCTURAL Fi�,�„ BUT MAY 8E USED F{�R �IMlTE[} c��� ��r���A�s ANa cc��p�c���� s��e�F�cA�,o�,s.
<br /> ,� ��� �,�� �� � �"` IJEPI'HS EN N�}NSTRUCTURA� AR�AS {3R Ft}R LAh�QSCAF'E PURP{?S�S.
<br /> �� � �, GITY OF EVERETT, SN�}H4MISN COUNTY, �uTATE t�F I�ASHIN�TON i�. ��.� exc�va��o►vs Ar T�� si�r� ass�c�a�c�a w��� co�v���v�� s�ac�s, su�� as
<br /> ;� � �� .�= 2. PRIt�R T{� FLA�#NG FI�L, ALL EXPOSEQ BEARING SURFACE� SNALt� BE OBSEF2VED UTI�.ITY TRENCF#ES, MUST BE COMPLETEC} IN ACCt�R[}ANCE WITH �OCAL, STATE. ANQ
<br /> �", �, 8Y TtiE G�C}TECH�IICAL, ENGINEER T{} VERIFY 5011. C�NOITIC}NS ARE AS EXPECTED FE[3ERAL. REQUiREMENTS. BASEa ON CURRENT WASHIi�GTt3N IC��USTRIA� SAFETY
<br /> ' t `�~ � '.� �ATCH BASI AN� TA� E FOR S FP4RT �JF N�W F
<br /> ;Y � 3 v_ ; ._., 4 � ... -� � � - �r�� SUI �, U II.L. AN� NEA�TH ACT (YV15HA) F�EGUl..ATI(?NS, l.0(3SE T� MEQIUM DEIVSE WEATHERED
<br /> . ` = N4�TE: SUiLS ANQ MEC�IUM DENSE TO �ENSE qUTWASH SUt�,S WC}U�.D 6E GLASSIFIE(� A5
<br /> 1_, .,w... P�DESTRIAN : PE[}ESTRIAAI r` ��`'�'' �!'� �'�",`j�� � �$ 3. A PROQFR{�LL USING HEAVY RUBBER-TIR�[3 EQUIF�AENT MAY B� REQE1tRED T�} TYPE C �fl�LS. TN� DENSE TO VEE2Y QENSE UNWEATN�RED TI�L SC�ILS WQU�D BE
<br /> �. -�Ag�� REMOVE ALL UN�UITABLE ��
<br /> � ACCESS GATE ACCESS GATE G�AY L PEDESTRIAN DETEI�MlN� IF ANY ISC3lATED SC}FT A�iCI YIE�DING AREAS ARE PRE5EN3. CLASSIFIE 5 TYPE A SOILS
<br /> � � � � r�,� � ._ Acc�ss To �c��� MATERiAL. FR4M S�I�. PRIOR 2„ CRUSHEa RQCK - .
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<br /> � 3�} L.F 12" CPE� 4 3Q.46 ; , . .�_ _. � � „ .,.,. ��_ ` MONI70RIN� CB �36 GB �36 TYPE 1, PC}NC? MC}NIT{�RING CB TO F�OAd Ct�NSTRUCTiON. ,� t.j1��` a. �� �xc�ss,v��Y ����.a�r�� A���,s ��� oss��v�a, At�� THEY �ANNOT BE STAB1l.IZED 13. TE�iPUF2ARY EXCAVATIONS IN TYPE C SqILS SNALI HAVE THEIR S[�(?PES LAID BACK
<br /> � ---SD C� 0_Otl% �� €: z L� . . ... . , ``( ; t W j SO�.ID LOC!{[NG L1G �, �'" i (N PI.ACE BY C(?MPACT14N, THE AFFECTEa SC71�,S SHA[.L 8E EXCAVATER Ai�O
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<br /> , ,: =_ - _ �`- ,Y;TW-426. , "; , _ a t�'_���.;';�; •�x� � , Rftvf = 41�.26 \``� ���. . ,�/ TO TFIE CREST C�F THE SLCIPE. Sl�E S�{}PES IN TYPE R SC}IL5 C�t�l BE LA1D
<br /> � V.�< _�--- ��F�__.��.T " ,: `�� : �,/\,f'\/ BE�IEATH EMBAI�KMENT FIL�S OR E20AOWAY SUBGRA[}E IF (�EPTNS OF E?fCAVATIfl�I
<br /> � ., _ 8W_ 425:5{} j ; ., , ` „ , /,/�, �'T:WT�T�?� ��/ /.f BACK A� A SLOPE fNCLINA71{3� UF t�.75 OR F�ATTER. F4R TEt�PC7RARY
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<br /> . �. ,..��, ,x { ,��� . � 4 , � . . .. . _ >� EXCAV Q�1 51.C} ES LESS N 8 EE N E N ,
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<br /> C8'�28�r.- � - ,�.�:. � � . . ,.. m:�C��=:� ,.,, _� _--F,,-v t��. ,` `, ; *.�, � ,, , : 10. .i��FFU� f��, �, ; � ) , E4 V LEN 8 C, BE SED N CC3 J NC 3.5 �EET CAt� 8E CUT TO A VERI'1CAl. Ct1NDlTION, Wi1'H A C}.75:t S�OPE GRAI�E[}
<br /> ` t 'i � [� (� ' e(� �'} (}(��� � +� '7"(,_j (� � j�y [� (�}['"' WITH GLEAPI GRANULAR STRE3CTURAL FILL.
<br /> _.-. .,__.w.. -__�.,-- � _�`a:� �,�M� ,�:� , `,;f , ', ` �,��,4-� °,,�'k,..�, , �•.� ��,�DE`T�1���H�'C 1'��' `�� } AB(�VE. F4R TEMP�RARY EXCAVATIflIV S�OPES GREATER THA�I 8 FEEI` 1N H�IGHT
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<br /> ; ,: �, µ, ` <; ..s� {�� ... � , . . , a . � :,. ; , ,� �, k > ' � `;` , DISPERSION TR H, UP TC} A �#AXiMUM HEIGHT QF 12 FEET, THE �LOPE AB4VE THE 3,5-FQt�T
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<br /> _�1 ��� DEBRIS RRlEFi,�. "�" + 5 THE NATIVE iL� ND S LT ER t}UTWASH SOILS EN�flUN7ERE� A7 1'HE S 7E G
<br /> � ,; ,, � Y `� .��y � , ; a,�.� ,�,.tl . € -, .--..- . ,;��__� � YERTICAL PQRTI{'}N WI�� 1�EED TO B� LAIp BACK A� A MfNIMUM SLOP� INCLINATIQ
<br /> : -� � -4 , � "{ ; ..,`;;t �t,'���� �,-��� A SUFFIClE�T AMC}U�IT OF SOIL FINES THAT W1�L MAI�E TH�M DlFFiCUI.T TC? pF 1:1. U VERTICAI. CUT INtTH A BACKSI.OPE iMMED1ATELY AB{�i�E IS A[.LOWE[}
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<br /> � _. �� ''; _� � E , �A 3.fi7 1, ' � ' � ,t �'���,��.: CC}FAPACT AS STRUCTURAL FILI. WHEN TO{? WET OR TUC} DRY. THE A611.ITY TO F A P TH 1 F T 1 THI A A FOUR -FOOT
<br /> ���� ���r�:� � ,._ >,.F, _� ; �':.:- , »' ; : . , °; £ ,;,' t�� ;�J �.€��,�;,�,� QR EXCAV TIC}N DE THS AT EXCEEI� 2 EE . N S C SE ,
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<br /> ' �� ' � �;;: . ;. ,,. �..�1" :. ., . �. ; ;,<TW=4 6.(3 I � , �. : '` `'� . _�,a'�'_�' _ _ _ ��, V VERFICAL CUT t+Y[TH AN EQE3lYAL�t�T Q I�C}N L BEI�C C} � CU SLQ E E
<br /> � ��� ..�<�' x� % IE=42�,0 �,_... ' . °�: _ , , , � ., , �., .. �j �..;;``:�,*°�, ':�`,��x;�, MWS � $x24 Y P��1..� �t-if1Y�L � ��7+� 1-i A� pEF��NQ {3N !TS MC?ESTURE C�NT�NT ANO THE PREVAILING WEATHER C�t�DiT10NS AT
<br /> � ,� . , . ; :, � ,� °� - , . ; W=417 00 i� , ;, ,;� IS REQUI�E�. AI.L EXP�3SE0 TEMP{�RARI' S�t}�E FACES THAT WILL FtEMA1tV OPEN
<br /> - �._ �}� �r �'P�. �""'' � ;�` ; . � I > a , , ., �; ,x ,; (SEE SHEET G9 F�R QETAI�) pc c pp �/c y ��/,�s THE TIME 4F CONSTRUCTION. IF WET SOILS ARE ENC{�U�ITERE�, THE CUNTRACTQR
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<br /> � ; - � .:����; REINF{}RC�D PIASTiC M�MBRANE t3UR�NG �C}NSTRUCTCC}t� TC7 PREVENT S1�OpE �
<br /> �;��j?`�����';�'` > h� x �� � ��;,. _ � $f F . , � �.�;��`��-� °�`,, $ - 24s' SW USE AN A�OITIVE SUCH AS CEMENT 4R LfME TC7 STABII.IZE THE SaIL
<br /> � � 0.. . , . , v� _�. k, , , � � , ,:� IE-422.60 ( ) • RAVE�ING AND RUTTII�G DURIt�G F'ERI�OS �3�' PRECIPiTATI{?N,
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<br /> -�°`� xa � � �y $ � ' ► ` SC3 ��0.5C}�' "� , ����I`�� .�_ �. �� STRUC7URAL �ILt, YEAR R�tJNt�.
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<br /> �,� [W(� "�`y�� `�1�� �.`'�, �.�'�w�� �. : �� +tP.. �'*Q` /'� h Y "_,. ; .� , f'�`� "!pv�-' ` , <''�€- �-- P �+ R /+K 1' A�ry /�Rl�tA��7 2 CRUSNE� ROeK REQUIf2EMENTS BEl.4W` THE SLQPE MUST FRC}M(�TE �URFACE DRAINAGE AWAY Ff�4M THE SLUP� CR�ST,
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<br /> 32 7Q � c?; � � ; BOTT'C7M OF PON�416.� : �, ��, � � i% � � ,�l�F �., � �� WATER MUST �tUT BE A�LQWED TC} FLOW UIVCONTRO�.LEC} (}VER 7HE SLOPE �ACE.
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<br /> � .--�- ._-�-� DEC> C�;11E;NT1t�N-�5&5{# CF A �ryt�t P �U���� � � '` �7ttt 2• ��. 4 75 MAXIMU�,: s
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