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<br /> � . - � i t �
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<br /> - - - - EXISTING MHHW � ' V ��� � FLOOD � �� � � ��� i I � i � � ' � �
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<br /> � . _ _ __ - - _ _ � PRE-PROJECT CONDITIONS �� � �
<br /> - - - - EXTENT OF EXISTING ROCK � /
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<br /> i LOA ' LOA �� �
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<br /> , � '"� \ � APPROXIMATE EDGE � � � MHHW-�'-�►-I �
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<br /> KEY-IN NEW ARMOR ' � � � / i, � - - - - J ,� �.� - ---+- - � - \ __ - -- - _ _ _ ' - _ � ` , , - l iI BASELINE �
<br /> ROCK TOE TO , % / . / , -- _ , � � - - - _ _, ��. 1 +50 ` _ END OF LAGGING CAP � _ ___ 0+50 � -`- . _ �- . J:;
<br /> ` �
<br /> EXISTING ARMOR ROCK % �
<br /> �- J � i � - --� . , _ SEALING STA 1 +23 �0� _ � � / �
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<br /> / % � ;� ,:� � �- - � ,� � � �, � � � WIDTH VARIES � � ----_ -- _ _ � O+p � o �-
<br /> i �:,, ' � � � BASELINE 5.0 �o EXISTING TIMBER �0� �0� �0� --_._ . _ __ _ __ O , �� �:
<br /> �� �o� --.-.__
<br /> �/ � LAGGING (TO REMAIN) �0� ;_- � /
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<br /> / � ' ,)` , ; � � / � � ; _ APPROX. EDGE OF BEDDING _, - -_ / �o� ---_._ �0�_. - .
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<br /> � ' ' � / � ; / , � STONE (WIDTH VARIES) - �^ REPLACE GATE BASELINE � WATERWARD STEEN P�ES ETYP6 � �0� -�
<br /> � � � , � � � � � � � _ _��
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<br /> � � , ." FACE OF WALER �
<br /> i � � ;��, k ��;�� � �� � � � � � �� ��
<br /> � START OF NEW ARMOR ROCK
<br /> BEDDING STONE BACKFILL CREST AS ' / T.O. CREST E� +14. '
<br /> � � � � � START OF SEALING VOIDS IN
<br /> , -
<br /> � � � �� ��� ��=���'. � ��! '� ' �� .�� � �, ' �' ����p� � NEEDED AT 16.5' MLLW, WIDTH VARIES p �
<br /> � � � � �� � ( � , �
<br /> % � � ;,, '� � �=_��-- , � � � � � � ���x ��; � LAGGING STA 0+13
<br /> �' ����`,�,�� J � ��� � � WALKWAY DETAILS NOT
<br /> , , � C �, , � : �
<br /> � . � � ` SHOWN FOR CLARITY .
<br /> � , _�-�1("1 �+ i
<br /> � � � � � � � � LA� STEEL PLATE IN
<br /> ,
<br /> �
<br /> �� �� !, � % �,������� �� I � � � �� % � � �� - EXISTING GGING STA. 0+14
<br /> � � MA►NTENANCE
<br /> i/ � � `-,��� � � I � �
<br /> " � '" � i�� I � : � � � � � ��'� � BUILDING T-4 �
<br /> � ,� � � )
<br /> i � �,� � �
<br /> � � ,"��, ��l � � J�' �� �� END OF NEW ��� �' TO REMAIN �
<br /> �� � `� ��' ��%' ' ���� �- ARMOR ROCK
<br /> ;'
<br /> �0� �� � i � STA 2+13 /
<br /> RESTORE GRASS
<br /> � � / � TO PRE-PROJECT ��^
<br /> �� ;� � � � ` ,x� CONDITIONS / __ ___-- ..
<br /> \ � < � �� o NEw �ENCE ,� PILE SCHEDULE P#
<br /> -- -.
<br /> �, ;-- - -
<br /> Jn. ' ' ,� (IF REMOVED) �p �_ _ _ :
<br /> ; B A SE�I N E-�-,---►,,, ._ _ _
<br /> � � / STATION T.O. PILE EL MIN PILE TIP EL
<br /> % � � J�� � � EDGE OF NEW ARMOR ROCK
<br /> � � � � � � ' � TO TRANSITION TO TIE INTO ��� � � � �� P1 STA 0+22.0 +16.0' -32.0' �
<br /> �
<br /> ;
<br /> P2 STA 0+37.5 ' '
<br /> � �� / .� � J�� � EXISTING ARMOR ROCK
<br /> i � � / +16.0 -32.0
<br /> � i _� � ' � � �p� ��'� �
<br /> M H H W-�-�-� / / � � �
<br /> PARKING P3 STA 0+52.5 +16.0' -32.0'
<br /> / � - � ,�` �> / _
<br /> \ � P4 STA 0+67.0 +16.0' 32.0'
<br /> , ,' � �+, _-OHW, SEE NOTE 1 \ � �o�
<br /> ; � -- - ' ; �� \ / , P5 STA 0+82.0 +16.0' -32.0'
<br /> � � i � / _� �� �� � � � � � .
<br /> i �' � � �� � � � / �o� �o'` � P6 STA 0+97.0 +16.0' -32.0'
<br /> � , / i , - - __ �
<br /> . � % �o� / P7 STA 1 +12.0 +16.0' -32.0'
<br /> NOTES DRIVING NOTE
<br /> 1 . ORDINARY HIGH WATER LINE (OHW) WAS FIELD LOCATED AT 12.6� M��w. PROPOSED SITE PLAN PRE-DRIVING WITH HP SECTION MAYBE REQUIRED
<br /> 2. EXISTING ROCK WHICH IS PART OF REVETMENT IS TO REMAIN UNLESS OTNERWISE NOTED, BUT MAY REQUIRE REPOSITIONING TO ACCOMMODATE NEW ARMOR ROCK. 0 8 16 TO PROVIDE SPACE FOR NEW STEEL PIPE PILE.
<br /> 3. SITE CONDITIONS MAY REQUIRE CHANGE IN POSITION OF" PILES 3-5. CONTRACTOR MAY SUBMIT ALTERNATE BID DESIGN.
<br /> 4. IF SPACING BETWEEN PILES EXCEEDS 20 FT, THE CONTRACTOR SHALL PROVIDE A STEEL SUPPORT BEAM AS DESCRIBED IN THE PROJECT SPECIFICATIONS. SCALE IN FEET
<br /> 5. PILE DRIVING CRANE LOCATION TO BE COORDINATED WITH PORT.
<br /> 6. ALL CONCRETE MATERIAL (DEBRIS, B�OCKS) WITHIN LOC SHALL BE REMOVED.
<br /> � COAST $Z HARBOR � a'��� PROJECT ENGINEER: SCALE: DWG. N0.
<br /> ENGINEERING � P� A. PORTER AS NOTED PORT OF EVERETT
<br /> � � LLI� �
<br /> O� O A Divrsion of Hatch Mott MacDonald
<br /> � 110 JAMES ST, STE 101 EDMONDS, WA 98020 5���7�]AS�I �' DESIGNED BY: DATE:
<br /> PH 425-778-2542 • FAX 425-778-6883 A. PORTER 6/27/16 SOUTH TERM I NAL BU LKH EAD CIP N0.
<br /> VERETT DRAWN BY: CHECKED BY: RENOVATION (SITE Al 1 -0-031 -02
<br /> �. T. MORRISON S. PHILLIPS \ !
<br /> PROJECT N0.
<br /> P.O. BOX 538 ,� 34656
<br /> EVERETT, WA98206 �'o �sT���� APPROVED BY: MT-ST-2016-04
<br /> (425)259-3164 N0. DATE BY REVISION N0. DATE BY REVISION �SSI�N��� P RO POS E D S ITE P LAN
<br /> JOHN K. SHEET N0.
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