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CL <br /> - CHAIN-LINK FENCE <br /> BULKHEAD <br /> , <br /> > >, „ �: <br /> 4 -0 HT, SEE � 11 <br /> f~ . . <br /> BASE <br /> S2.4 ► <br /> LINE I <br /> 53'-0" , <br /> I � <br /> � <br /> . » . ,� <br /> _ 3 _5 <br /> 35 0 MIN ► . <br /> i <br /> � <br /> 1 d- <br /> � <br /> > <br /> FINISHED GRADE ELEV= t17.17' I I TOP OF CAP ELEV= +17.50 <br /> , <br /> � <br /> � � _ <br /> i , �, / �, � <br /> / '. .y <br /> / . ' � /\ / \; / \ � � ' � . < . <br /> , . � / / /` / �Q aQ , . . <br /> . � , . . . � � /�� � � <br /> . � � <br /> � \ /� \ / � <br /> S2.4 <br /> � � \ , �\ �, <br /> �, <br /> � <br /> \ � ,� �.. � , <br /> !'� , <br /> � <br /> • �. ``�. <br /> � 4 <br /> � <br /> I �, � Q <br /> / <br /> t <br /> � � <br /> .� � �,,�`'� <br /> G AVEL BACKFILL FOR DRAI <br /> R N <br /> �\`°�, � � _ � <br /> TO 0 SHE S - <br /> � � SDO STD SPEC SECTIO � P F ET ELEV +15.50 <br /> W T N a <br /> O <br /> STRUCTURAL' FILL ( � � <br /> / � , -I- <br /> � <br /> \ <br /> � _ <br /> �'' SEE NOTES 9-0.3 12[4] ) � � � <br /> S2.5 <br /> O <br /> < <br /> `�°�.. ,� ii ii <br /> , <br /> �r � - .. <br /> �, BOTfOM OF CAP ELEV- +14.33 , <br /> � <br /> � <br /> i <br /> , / <br /> � ` ELEV= +14.�0 a � <br /> � � � <br /> � <br /> I .� ``��, . p � � / � <br /> i\ �, � <br /> , <br /> _ .�. � <br /> A, <br /> . � <br /> GEOTEXTILE WSDOT STD SPEC <br /> . I <br /> e,, . � .� � <br /> �� � � EXIST DEADMAN LOCATION, � \ I � 'I <br /> r . <br /> \�.. K, � o SECTION 9-33, TABLE 2, CLASS A °��,, � ` <br /> , . � ) <br /> ,,� � . S I Z E A N D E L E V A T I O N V A R I E S 3 �� � S 2.5 <br /> � 1/ � 150 KSI ALL <br /> . s <br /> � � <br /> � <br /> N <br /> � � <br /> '�,. `°� „ - <br /> .,, THREADED TIEROD <br /> ``� �� - -� � - ' <br /> � - ��. - <br /> _ i _ _ _ , _ TIEBACK ELEV +11 .58 <br /> � ' � = - - - - _ <br /> � �- <br /> �'`�,, � _ - - - a a <br /> � � <br /> , <br /> ``; C� > > I <br /> � <br /> � � <br /> /`j, 1 �, �� � � ��� �t 5 -0 I <br /> � I <br /> �� <br /> � <br /> DRILLED HOLE FOR <br /> ;,,, ��t _� � � �4��� MAX <br /> ���\�, T- D Q � � THREADED BAR SHEATHING a��� � �- ��.� i (2) C15x33.9 WALER <br /> / <br /> , <br /> � <br /> � _..� a _ �,_ _ a a a <br /> � � <br /> ..�, '��''`�- -�-� �m� � � C��� <br /> �.4 l �. �� <br /> �. � � �� \T�.m ��, ,�`� , , �~...;�- �_. .�_._ �.. � �_. � � ( <br /> \ `\� , i'.,. \� ,,\�`. �`�.. `,. . c \ � ^^^^ F . <br /> .�...,,.„..�„"" <br /> y � � . � . .... <br /> . \ � .. '� mm� `\ °a � _. <br /> `9 t ��\ �'M . <br /> �% . ��. ��"`,. ,�, r' ``�,� , � ° �-� � ; _..�._ .�..�,_.� _'��: �.. e�" e S � <br /> t / <br /> � �, <br /> ,`., .,�` .�. �'' �,� � �t °�, <br /> � �r\ '/ �� ,, � ���. ' `.. > � �`�, � �� :�, � � �.� \ OQ�Da�C � _ _ <br /> i� .��''i�/,�`�� ���i���'i�.,� � � .� l��`�%� ����j;4��''��..��°' � � �. , � �, \ �, �i� Az �s �oo <br /> , „ , » /i�/.� / ,�` �'° .�'. i ;� <br /> , ``� �:`'�. ��,.. ' . �, \ \ � \ � <br /> �'��, � <br /> � <br /> � <br /> 3 -6 2 -0 �, ti. <br /> � � `� a�`�a Oa � SHEET PILES, TYP <br /> / / / / <br /> I <br /> , �.�', �/, � <br /> M W � �''��,,,/�\ a � � � :< <br /> / <br /> � . a �a � <br /> ,/� � � i <br /> � a a a <br /> \-� � a o <br /> � � � � <br /> �. <br /> / � <br /> � <br /> C� <br /> �� �� � <br /> a� � <br /> �. a a <br /> �. � a a <br /> � <br /> � � <br /> � <br /> CL <br /> \ <br /> � <br /> . � � <br /> I <br /> DEMOLITION CONDITIONS <br /> � <br /> � <br /> � <br /> BULKHEAD , �'4' a��Ja Oa � I <br /> VARY IN THIS AREA ' `� /�' � � I <br /> �, a a <br /> � � <br /> , � <br /> �� � <br /> � <br /> / <br /> � <br /> TOP OF SHEETS ELEV= +17.16 ,.�', aC�Oa Oa I <br /> , . <br /> � <br /> I <br /> NOTES• � C�O � <br /> a a <br /> �a a <br /> � <br /> � �, Q a <br /> � � <br /> � <br /> � ,�'`�`` ,�'� ,'`�` a ► <br /> , �. <br /> , <br /> � / � � � <br /> / / �. � <br /> � a a a <br /> \ , ,, �, � I 1 . EXISTING CONDITIONS AND EXTENT OF �� C� � '` <br /> 6\�,,� ti, �� a � � » <br /> � .� GRAVEL BACKFILL FOR DRAIN � � DEMOLITION VARIES ALONG THE WALL, � 3 � WEEP HOLE, TYP <br /> � � � � � °°�°°�� � � � � .. <br /> ► <br /> STRUCTURAL FILL, (WSDO�' STD SPEC SEGTION � �a SEE SHEE{� S1 .2 � � � <br /> SEE NOTES 9-0.3 12[4] ) � ( a�0a Oa <br /> d - - - - �Q n <br /> I � � <br /> � <br /> 2. ALL FILL MATERIAL SHALL BE COMPACTED - <br /> Oa �a - ELEV- f 2.00 TYP <br /> I D� � _ _ � <br /> �. PER SPECIFICATIONS. -� <br /> I <br /> _ � <br /> I <br /> I <br /> I a a a <br /> � ` � �a C�J a" <br /> GEOTEXTILE (WSDOT STD � � � I <br /> \ � � <br /> � <br /> _ 3. BACKFILL MATERIALS FOR DRY a d � <br /> SPEC SECTION 9 33, . � � �O <br /> I <br /> s°`� . <br /> �� 1 CONDITION. � � <br /> TABLE 2 CLASS A � � <br /> � ) � I <br /> �. » d��a �Q � <br /> � S2.5 <br /> � <br /> 1/ � 150 KSI ALL I ���� , MLLW ELEV= 0.00 <br /> • WSDOT STANDARD SPECIFICATION FOR � I --- -�---� r---- - �-- �--- � -�----�--- ���.. <br /> THREADED TIEROD I Da Oa , %�"rv ����,`_f��; /" �.�. T .... f"� � f � �. E <br /> � EXCAVATION LI M ITS . � �., � i� �, �, �,. � �:��-� <br /> I . . <br /> _ , �. , <br /> _ I '°�� �a � �, � �, � � / � � � <br /> TI C ELEV- +11 .58 � SELECT BORROW SECTION 9 0.3 , �. � � �, �' � � `' <br /> ���. EBA K ( , C�O � � ��� �. � � � ti <br /> � �� <br /> _ - - Oa � , � ,..,, � \ °� �'`� � •,�`` ; <br /> - EL 1 .00 , TYP �,..� I � �,,. �°� �� ° . �i' � � � �. <br /> � <br /> 14[2]) OR CITY OF EVERETf � , \ � � ., �.� �� <br /> �,. � �, �- `� <br /> a aa , » .. � , /���/ �;�/ �,� ,� �� � ��� _ <br /> c; � �, � �. ,�. /�.. /;�. I _���\ <br /> 5 -0 i EQUIVALENT. ��� �,, M, ``� `�,'� -- , � <br /> �, I � �..,�r .,� �., <br /> .� ��,' _ ��-- <br /> �a��< MAX �., � ,�`,/��/' � -��'�/� �\�'�����.M_UDLINE <br /> � q�.. - <br /> �/� � .�, (2) C 15x33.9 WALER I € , �- -�- �---� <br /> ,.�° .., . <br /> I � . � , f. <br /> l/`✓ s , <br /> WSDOT STANDARD SPECIFICATION FOR <br /> , <br /> � <br /> � `. \ ��,.� <br /> 4 4 � <br /> � � �� �. <br /> �� � <br /> � . <br /> � / * � <br /> Q 4 4 � � , > � <br /> � dJ���G'`� <--, - ,. <br /> COMMON BORROW SECTION 9 0.3 I <br /> � <br /> � <br /> I I <br /> ___ . I . <br /> � � � <br /> � . <br /> ----�, 4 � �.,---� � aq <br /> a a 14 3 OR CITY OF EVERETT I 1 <br /> � ``� � �°', �. �/ � �. O �O _ _ C �) <br /> � <br /> �° � � �'° , �. �, �. �, , I AZ 19 700 <br /> � � <br /> / �, �, �, <br /> �� ,f'�/� �/� ,�'�./��,� °�..,�j°`°. �w �, �,, �° °�, EQUIVALENT. EXIST TIMBER . I i <br /> , ,�° '�, <br /> � � <br /> �, � <br /> �.4,, �, � :, �,� ��� �,�/ a Oa Oa � SHEET PILES, lYP PILES TO REMAIN � � <br /> � ��.��,��`�f`" �/� �i� / <br /> / ..R I <br /> / I 1 <br /> a a <br /> O D 4. BACKFILL MATERIALS BELOW GROUND <br /> � C�� I � <br /> ., �, . <br /> n ( I 1 <br /> � � I <br /> WATER LEVEL. <br /> a a a <br /> � � <br /> I <br /> . D� CT� � � � � ; , ` <br /> DEMOLITION CONDITIONS <br /> / I <br /> t�,/, . I � <br /> VARY IN THIS AREA . , Oa Oa I WSDOT STANDARD SPECIFICATION FOR <br /> ,,� �,� (� I � <br /> � a � �a � BALLAST (SECTION 9-0.3 9[1]}. ; <br /> ° �� CN� C� I � <br /> //.� nc� ' � <br /> � <br /> a a <br /> � <br /> ;� � C�a • NOT ALLOWED TO FALL THROUGH <br /> [ <br /> � <br /> LJ� <br /> WATER AS BACKFILL IS P CED. � <br /> I <br /> �_.�. __._ �._�,�.___�. <br /> , • BACKFILL SHALL BE RELEASED FROM �f , <br /> � MLLW ELEV= 0.00 AN EXCAVATION BUCKET OR I <br /> o � - r�� -�-�-- ~----r�_ `•< <br /> N <br /> � �w � <br /> � a Oa � /-,�:��_�e � ��. � ��� /_. �...� �� � � � <br /> - EXCAVATION LIMITS I �. � � CLAMSHELL AT BOTfOM OF I <br /> � <br /> .� �.,� � �� ,�.� � � ,�.� � <br /> o EL -1 .00', NP � � I °���4' ��� ��,�� / �°` ������ �/�°`� � 1 `�� EXCAVATION. � <br /> - � � �. I �`/ �/�j / / � � -�.. 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