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7 7.5 <br /> 7.9 s s.5 9 LEGEND <br /> 50'-0° 41��7�� 8'-5° 50'-0" 50'-0° <br /> __._.__ . ____._ _ ___ <br /> ___ ___ _. _ _ _ _ __.. -- _ ____ _._ . ___ _ --------- ____ ____ ___ __-- __ ___ _____ _ ___ _--- ----_-- ___ __ ______ ___ ___ ____ .__ ._ _ __- --- ___ <br /> .. ° � WING JACK PAD W EX PLATE <br /> D <br /> - - - - - T _ , �- - - - _ —� _ 1 _ _ , - - - - - � - - - - - - - -�-- I o � SEE DETAIL 1/S283 <br /> I � � � � I _ 3l8"EPDXY,MINIMIJM THIGKNESS(NOT IN WO-800) <br /> 2 4 <br /> ; <br /> S280-1 ALUMINUM TRENCH LID HATCH <br /> I —:-�-.-� ' 18'-11° 17'-10° 18'-7° � � <br /> �^ <br /> ' i� STEEL TRENCH LID PLATE <br /> I ' I I <br /> � <br /> . ,I CV �: j .. <br /> �' . �. ���.. � <br /> W <br /> � <br /> . ' '�, �f") .�,''—_; . <br /> � / � <br /> / <br /> � <br /> � 5'_g° � 44'-6° � � � 8'-6" � � � <br /> �i <br /> ' � \ � � �- GENERAL NOTES <br /> � ,i , , <br /> , , � <br /> \ � ,� � <br /> , ; � i � <br /> DUCT BANK PER �� �� ��' <br /> r MECH.&ELECT. '� � i � �� 1� EXISTING UTILITY TUNNEL(TYP) <br /> i i <br /> _ � ' � � � <br /> q � i �i <br /> ( , ~ / i� �i� �� � EXISTING PEDESTRIAN TUNNEL(TYP) <br /> - - - - - - - -- - - - - - - - - - - - - - - - - - - - - �� i � <br /> _ - :.. - ___ __ _ __ --__ _ --- - - <br /> � <br /> _ _--_ -_ _. __ __ _ __ <br /> __ __ __ __ ____ _ � �� �� i � <br /> - � � <br /> , <br /> i <br /> i <br /> - - - �, �� �� i �� �� i � � � <br /> � o ^ n q n � " I � i \ �� � � . <br /> I I � �/ � � � // // <br /> _ - - -- ___ ._ _ __. _ _ _ ._ _ _ _ ._ _ __ _ _ __ _ _ � CONSTRUCTION N4TES <br /> � � _ ,-- i � ,� � i <br /> - - - - - - - - - - - - - - — - - -- — - - � - � . � � � , <br /> � � I 1 � I I ; ' /�� /�� //� /� <br /> � i <br /> � � ' � � \ � / � � <br /> I /�� �i� �i /�� �i� � STEEL PL1"x29"DIA.(TYP)BY BOEING TOOLING <br /> , i i � � i <br /> � � , i <br /> i <br /> i �i � �i �i I <br /> . I I 11'-05l8" I I � ��/ ��/ i�/ �/ ��/ <br /> �•�--- � i � � O <br /> I CJ I'. CJ � /�� �i �i /�� �i � <br /> t- <br /> � � I ', r�_ — �� ( � � � �� i� � �� �� <br /> � \ . , I ,' � � ,' � � I <br /> , I I I � � � � ' ' ' ' ' <br /> N i _ �__ - __ _ _ � _ _SIM __ _ ._ - -- \ o�- � /� �i �� /� /� <br /> � I � � N , A � I I s� �,' ,, ,, ,� ,, ,, <br /> I <� � O^ � // / � � � . <br /> 500-1 � N � S280-1 I I I '� ��� � ��/ i�/ �// �// �// �//I <br /> I I I� , � , , , � <br /> CJ <br /> _ , � � , , , , <br /> CJ i <br /> 0 <br /> � � � I ( I eo /// /// �/ /// �// /// /// � <br /> I I .,,.. \ '�� \ l � I / / /� � / / / p . <br /> / / � <br /> I �'� i u I���', I I I � � \ /// �/I/ // // �// �// // �� � � <br /> I 2-10 7/8 <br /> � � S�M � � � � � , � � � � REFERENCE DRAWINGS <br /> A M I I , ^ ' ' �' � ,' ,' � ,� <br /> I ' <br /> i� i � i� i i i� i 1. SEE SHEETS S2n AND S2o FOR GENERAL NOTES <br /> � I S280-1 N 8'-10° ! � � , � ' �� i� �i� �� i� i� �� �� AND STATEMENT OF WSPECTIONS <br /> ___ ___ __ _ _ `- __ ,_.__ _._ __. _ ___ ___ i � i i i i i 2. SEE SHEET S280-1 (W015/2899-700)FOR TRENCH/COVER DETAILS <br /> � __ I I �� � CJ I I _ _ � i �i �� I�� �i �� �i �i �i I AND 12"CONCRETE SLAB. <br /> � TYP � I �� �� ,� �, �� �� � �� � <br /> � - - 1- 3. SEE W0105/2899-300 FOR FRP FOUNDATION DETAILS. <br /> i <br /> � � 1 ( I � �/ �/ �/ �/ �/ �/ �/ �/ // <br /> o S283 � � , i � o ,�' ,�' ,� ,�' EXI�'fING S,��ATIC T�ST SL�,4� ,�' <br /> � � � M _ � ; / / �� I , / / , / / I <br /> N I I � � I i N � ,/ , , �/ ,/ , / ,/ <br /> C� - °° o � , CJ � i� i � i i � i� i� � <br /> r ^� , , i i i � i i � i i i <br /> ! I F�-� -'— c �--- " � i ' ' ' � ' ' � ' ' � <br /> � i � � , � , , , , , , , <br /> , , , , , , , , , , � <br /> , <br /> I � � i , _ 1 �. 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DATE AL 08/15116 � S�� N <br /> CHE�KEo B U I L D I N G 4�-024 � <br /> �A� Q PPROVED J O B N O. C O M P NO. w <br /> a� � 2 5 4 1 1 0 � W01512899-800 m <br /> �cs F�/S T ER� ��� PPROVED DWG NO. <br /> S�o rv A� �`� STRUCTURAL MASTER COL I-1.5/7-9 EVERETT,WA 40-024-1 S63-800 <br />