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LEGEND `�
<br /> z
<br /> o ;
<br /> WIDTH VARIES (4'-0"±") � I
<br /> ,,,,�,;;,;,;,, m �
<br /> ����j;���� EXISTING GROUND SURFACE �'I �-�- �
<br /> i � ��.
<br /> �
<br /> /\�. �
<br /> WI W I
<br /> � �
<br /> Q � I
<br /> CONCRETE VARIES (35.0' MAX) m� w
<br /> �
<br /> '��-��'` ' BEDDING STONE REPLACEMENT TIMBER /� '— � . CONCRETE WALL AT
<br /> � , .. ,
<br /> WALKWAY, SEE SHEET 9 �
<br /> \ EDGE OF BUILDING
<br /> EXCAVATION � \
<br /> 20 1 � 1 20
<br /> ; �, ;r:. 6 8 j J`
<br /> `�'�`�`�=��,�; � QUARRY SPALLS � 6 10
<br /> �.t �� � � .�
<br /> _,_,. . . _
<br /> � � T.O. NEW STEEL PILE EL +16.0' � �
<br /> � EXySTING TIMBER WALER
<br /> NEW ARMOR ROCK 15 T.O. WALER EL +14.9'� 5.0' � � ! ;��;� � i 15
<br /> I� T.O. ARMOR ROCK
<br /> ^ NEW ARMOR ROCK OHW EL +12.6' � `�� � � EL +14.0 ^
<br /> � i
<br /> EXISTING EXPOSED ROCK � �MHHW EL +11 .1 ' �7 REMOVE EXISTING � � � �� 5.0' MIN ARMOR ROCK �
<br /> _ _ � 10 ROCK TO KEY IN i ZN�.1 � I, � �� 10 �
<br /> - - - - - GEOTEXTILE FABRIC � NEW ARMOR ROCK � � �
<br /> ---------- EXISTING GROUND SURFACE i --
<br /> � LIMIT OF—► � - � � � �—GEOTEXTILE FABRIC, �-L-
<br /> z
<br /> z EXISTING ROCK � � � � � � L V o
<br /> o B.O. TOE
<br /> � ' EXISTING TIE-BACK
<br /> � � i
<br /> � 5 EL VARIES 3 �, � � � i i ' S Q
<br /> (APPROX. �OCATION) �
<br /> � BACKFIL� W/NATIVE i � � � ; ; -�--EXISTING TIMBER LAGGING w
<br /> w
<br /> MATERIAL _ _ _ _ 1� � � � � B.O. TIMBER
<br /> �i�i�%'%���i%�!%� ��- LAGGING (UNKNOWN)
<br /> � 36" MIN EXCAVATION ' � ' " �J �
<br /> ' � � �'` 5.0' THICK MIN �
<br /> OF EXISTING BEACH, � � ` ' �`�`' i i-.----NEW STEEL PILES,
<br /> SEE NOTE 1 - -5 ��- - NEW GEOTEXTILE FABRIC
<br /> � i i SEE SHEET 7
<br /> 9" NEW BEDDING STONE 5.0 THICK MIN � �
<br /> � �
<br /> _5 � � -5
<br /> 0 5 10 15 20 25 30 35 40 45 50 55 60 65
<br /> DISTANCE, FT EXISTING ROCK TO BE TEMPORARILY
<br /> REPOSITIONED DURING PILE DRIVING
<br /> A SECTION o 5 � o
<br /> ,4 6 PROPOSED SCALE IN FEET
<br /> �EXISTING FENCE
<br /> w�
<br /> zi
<br /> Ji
<br /> cWn! EXISTING GROUND SURFACE
<br /> Q�
<br /> VARIES C°�
<br /> �
<br /> 20 (25.0' MAX) 5.0' MIN ' 20
<br /> �
<br /> �
<br /> EL +16.5' �����7�j��;��`- - - - - - - - - - - - -
<br /> NEW ARMOR ROCK � ,':��;��%%�\� \//
<br /> 15 ,. ,��,� �, � 15
<br /> � � ��i� �� 5.0' MIN ARMOR ROCK
<br /> �OHW EL +12.6' �/ � � �
<br /> �J
<br /> � MHHW EL +11 .1 0 , ,�� � � ,���� � �
<br /> � N� �, ��
<br /> � 10 KEY NEW ARMOR ROCK INTO 2 � � ,~`� SLOPE IS APPROXIMATE. 10 �
<br /> � EXISTING ARMOR ROCK , ' __—� - ;��i CONDITIONS ON SITE MAY DIFFER �
<br /> � - �" � -� '� � NEW GEOTEXTILE FABRIC `�`
<br /> B.O. TOE EL VARIES �
<br /> o _ _ _ _ _ _ _ _ _ _ - - - , --- " REMOVE CONCRETE MATERIAL, o
<br /> REPLACE WITH BEDDING STONE f-
<br /> � 5 _ - ' �� � BACKFILL AS NEEDED, SEE NOTE 3, 5 5 �
<br /> w — �" � w
<br /> w 5.0' THICK MIN, TAPPERED INTO TOE w
<br /> GENERAL NOTES EXISTING ARMOR ROCK REPOSITION AND REMOVE EXISTING
<br /> KEY IN TOE ROCK ARMOR ROCK AS NEEDED TO KEY
<br /> 1 . EXCAVATION AND PLACEMENT OF ROCK WILL OCCUR IN THE DRY WITHIN A � B.O. EXISTING ARMOR MINIMUM 18" - MAX 24" �
<br /> SINGLE TIDE CYCLE. ROCK UNKNOWN IN NEW ARMOR ROCK, SEE NOTE 4
<br /> 2. PILE INSTALLATION WILL OCCUR IN THE DRY ONLY.
<br /> 3. DAMAGED ARMOR ROCKS AND ALL CONCRETE MATERIAL WILL BE REMOVED
<br /> AND NEW ROCK PLACED IN THE DRY WITHIN SINGLE TIDE CYCLE.
<br /> 4. IN-PLACE REPAIR WILL REPOSITION AND REMOVE ARMOR ROCK ONLY. -5 � 5 10 15 20 25 30 35 40 45 50 55 60 65 5
<br /> SHOULD NATIVE MATERIAL BECOME EXPOSED, NEW ARMOR ROCK WILL BE
<br /> PLACED IN THE DRY WITHIN A SING�E TIDE CYCLE. DISTANCE, FT
<br /> 5. REMOVAL OF CONCRETE MATERIAL MAY CAUSE QUARRY SPAL� SLOPE TO
<br /> SLOUGH. QUARRY SPALLS MAY NEED TO BE REPOSITIONED UPLAND OF 0 5 10
<br /> ARMOR ROCK TO ALLOW ROOM FOR NEW ARMOR ROCK. B SECTION
<br /> ,4 6 PROPOSED ROCK SCA�E (N �EET
<br /> �� ;: y� �p �J f� PROJECT ENGINEER: SCALE: DWG. N0.
<br /> , COAST $Z HARBOR A. PORTER AS NOTED P�RT OF EVERETT
<br /> i � ENGINEERING �� PHIL 6
<br /> � A Division of Hatch Mott MacDonald � LIp DESIGNED BY: DATE:
<br /> Or O 110 JAMES ST, STE 101 EDMONDS, WA 98020 � � AS�I `� A. PORTER 6/27/16 SOUTH TERMINAL BULKHEAD ��P No.
<br /> PH 425-778-2542 • FAX 425-778-6883 �w •
<br /> � RENOVATION (SITE A) 1 -0-031 -02
<br /> vERETT DRAWN BY: CHECKED BY:
<br /> T. MORRISON S. PHILLIPS PROJECT N0.
<br /> P.O. BOX 538 ` „d 34G56
<br /> EVERETf, WA98206 �'����5��� APPROVED BY: CROSS SECTIONS SHEET oT-ST-2016-�4
<br /> (425)259-3164 N0. DATE BY REVISION N0. DATE BY REVISION StONpL� JOHN K. 6 OF 10
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