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<br /> GENERA� N �TES � G =
<br /> ``.� �` ' �`,° ` `� �'` �. °��, '����`��`�' - Point Table ,fAPPROV�D
<br /> .
<br /> �``�*:` �. � � � 4��,°� PUBL C INORKS DE�'A�tTM�NT
<br /> �ti ;��. � '�� `� �, ��;�..� Point � Raw Description pe�ration Northing Easting ��,. -��' t��,' 1. REFERENCE DEMOLITION PLAN FOR REMOVAL LIMITS AND j
<br /> �`�,, '� �,� � , �� ��'°�;;�`�� �Y= s � ��`��- EXISTING INFRASTRUCTURE TO BE PROTECTED IN PLACE.
<br /> ;, � �.,. `�°, �� , � `�`�.�. 1 TS 547.50 339674.35 1285704.73 DATE �--�'.`'�.t�1���
<br /> �,�_. "�.� -� � '�,, '�., `��. �t��,,,� CITY OF EV RE7T FtEV1EWED FOR PERMIT 2. R�FERENCE STRUCTURAL SHEETS FOR SLOPES OF
<br /> �-�.v � �,� � �,,� �; ��,� �,���-:��`� 2 TS & PC 547.50 339727.48 1285653,94 CONCREfE SLABS AND PERIMETER TRENCH DETAIL
<br /> ,.,. O ',, �.� �.,
<br /> ,�� �e �' �' �� ''�-�~�. 3 TS 548.25 339580.57 1285713.08 3. REFERENCE DRAWING C220 FOR PAVING LIMITS.
<br /> �``,,,., ��, '� �, � 0�0� .,� `� .,,� `, � '�.�;..�,,
<br /> o , �. ��. `�',`,�
<br /> � �.,� a o ,�QC'��`�,� `��..,� ```�b� ��.,_ �` .��r �'���,q 4 TS 548.25 339560.57 1285713.08 .
<br /> `��;, O � EX ABOVE GROUND 5 TS 548.00 339553.07 1285717.24
<br /> � 547--�_.___ o � `; JEf FUEL LINE �'''- ���. `` ��.. � 4. NO IRQN BEARING MATERIALS QR ALLOYS CAN BE '
<br /> �-
<br /> N 1 �'`�_ /� °: o � �h� " `�.� ``�,M '�h,,, ��` ,, CONSTRUCTED WITHIN 30Q FT OF THE COMPASS ROSE. � .� ,
<br /> ' � ' �' �� . , ;',�, ' '�,,� g TS 548.� 339588.07 1285717.24
<br /> 5. ALL BACKFILL MATERIAL SHALL BE NON FERROUS.
<br /> °� �,�o �,� � o �... � �'"�,,� ;
<br /> ` �.� ; � `�-. `�
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<br /> ` �`��� � �..�,y 7 TS 547.50 339608.23 1285754.27 .
<br /> � �~-.� 3 : � `�.� ° \ CANOPY 45-61 f`_ �'�`�., �`�. �o
<br /> �� ^ ° �' DEICING TRUCK '� �" �
<br /> � � s� -,, 2 � � � o �' `' ���`��., '�, �```��., 8 TS 547.50 339553.23 1285754.27
<br /> o �t ,3 �_ �� � � > a o STo�,�F AR� �:�`, �.�� ��:��� ���..._ C 0 N S T R lJ C T I 0 N �I 0 T E S
<br /> �
<br /> . / ��
<br /> ``�. �.. � � �.,.* 9 F L 5 4 7.3 9 3 3 9 5 4 1.5 7 1 2 8 5 7 5 2.1 5
<br /> 14 �, �� � � � �` ^ ° o � ,� ''�`r BOEING PROPERTY LINE �'��4 ���-�� �`'
<br /> / � e �; 1 Q F L 547.00 339616.23 1285752.16
<br /> � � � \ o �..,_ ,M 1 FILL ARQUND STRUCTURE 45-61 TO BE STRUCTURAL
<br /> ' �ILL COMPACTED TO 95� MIN DRY DENSITY PER ASTM '
<br /> �� �, � � J �' �� �. �'�=�_ 11 FL 547.40 339539.31 1285795.60 ,
<br /> "� �,� �_ �� �, �„ �:�... 1557. .
<br /> ``� � _ �`� � � � / � ° � �'�.� �'`��� ~�� 12 FL 546.65 3396t0.� 1285795.6Q �j '
<br /> � l.- 6.7, Q` �
<br /> � � � T= •6 � o v � � / j �'�,,, ��.� �.� ��}�``�,,, f3 TBC 547.47 339728.69 1285611.98 2 .- GUARD P�ST PER C150-�3a C591 -1 , `-y =
<br /> � �
<br /> ��, ' / � / ���o 'o,,�, 1�-��,, 14 FL 546.96 339728.12 1285611.38 �
<br /> � `s�.'�'',�> � � � �'1 � �'�-, 15 PC OF FL 546.73 339683.10 1285655.00 � » _ 1 _ . �
<br /> � ��,�� � h �., 3 A TYPE CURB PER C 15� 03a C591 2
<br /> g � '�� � 6 � � :. 16 PT OF FL 546.58 339667.94 1285688J8
<br /> , \ �,� � � � � -�,�
<br /> � ��;---�-....�.______� `>� �� � � �� ��;,� 17 FL dt P'T 546.46 3396B6J0 1285717.70
<br /> � `'�� 5 �`� � ' 4,� 4 '` INSTALL CURB ON SLAB ON EASTAND 7
<br /> `�,� � �� �_,_ � '� .� 18 TC 8c PC 547.20 339671.33 12$57Q7.61 WEST SIDE OF 45-62 AND GLYCOL .
<br /> �, � �� '��`�._ L=11, �� TANK STORAGE PAD PER - S281
<br /> � � 'c �; 19 TS 548.50 339559.57 1285713.08
<br /> `�,`;,,� �'`. ` ��`"�:�`�., �e T=6 `�`,:
<br /> ��.� �s .\ ;
<br /> � � � _� � � .
<br /> ��` FL(3 LINE � - �``` � p�� '� � �" 20 TS 548.� 339559.57 1285709.41
<br /> yl„ � � � � �`�,,� � GRADE AT PERIMETER OF THE SANITARY SEWER LIFi' ` ,•
<br /> � "� .
<br /> � � 16 ! �8 �""� �� ` �4 �� S T A T I O N T O B E K E P T A T E X I S T I N G E L E V A T I O N S.
<br /> � � i 17 �'S9 `�- _
<br /> �� � O , f
<br /> �� �---� � `�,� �� 6 VALVE BOX COLLAR PER 8 -
<br /> � � �
<br /> `� EX SW CATCH ,,� �"
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<br /> , �..,.� `�
<br /> � ` �'� �`"```�a ,.�����.,a.�.µ�_ �'�. BASIN PN05-3 � C 150-03a C591-1
<br /> ��° �``� �'` C' r� `�.�-----�._M -��.
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<br /> �
<br /> � AC PAVEMENT TO � N v�``�.-..� ,��' � �\ �``�' - 7 CONCREfE SLAB FOR NEW HOTBOX AND WASHDOWN
<br /> �TAXIWAY TRANSITION �`. � c� �-'-� o �`-�. v ` ' �`�` STATlON, SET TS ELEV M(NIMUM 3" HIGHER THAN
<br /> LIMITS OF MAG ETIC � �`~�� FINISHED GRADE DEPICTED ON THE PLAN. SLOPE AREA �
<br /> NEUTRALITY ZO E * , \ �\��' a ```````.�--�,� . � r� :� -��„
<br /> ADJACENT TO SLAB TO DRAIN. REFERENCE STRUCTURAL
<br /> � '` � � `�___�__.g o - __-____ `��� .
<br /> � � � 10 `���- � �'� DETAIL 4 ON SHEET S281 FOR REINFORCEMENT AND
<br /> �, � �p''� � �"'---��,��---���'_""`- � SLOPE, .;
<br /> �. Q 547 v 12 � � �. ,
<br /> ��.� 4n 5 7
<br /> �
<br /> � �"J� J C� � ��-7 BUILDING 45-54 8� REFERENCE STRUCTURAL DRAWINGS FOR LAYOUT OF "
<br /> C' .- +
<br /> �� `'��`k�� "h '�T` �"4"" PUMP AND VALVE CONTAINMENT AREA. SLOPE TO DRAIN
<br /> �4,,� 2 i � w=.- . .
<br /> r .u�---��-�
<br /> �� 548 �� �`4 C, �" � AREAS NORTH AND SOUTH OF NEW CURB AWAY FROM
<br /> BOEING 777X � C
<br /> WING TIP PATH � q. I � � �'� � � I � ' CANOPY 45-62
<br /> SLABS.
<br /> � ` � ^ _ "���'--= = 1 S ORAGE AREA
<br /> CANOPY 45-63 ! � .: � J � J f
<br /> G L Y C O L L O A D/ ! 3 ° � 9� CONCRETE PANELS TO REMAIN SHALL BE PROTECTED IN
<br /> 9 UNLOAD AREA � � I � PLACE AT ALL TIMES. DAMAGE TO A PANEL NOT
<br /> � � � � : � � � � � ��� FLOWLINE -
<br /> SPECIFICIED IN THE CONTRACT DOCUMENTS TO BE
<br /> RADE CHANGE a o ( REPLACED WILL REQUIRE FULL REPLACEMENT OF THE Y��
<br /> S STRUCTURAL � $ � � PANEL AT NO COST TO 80EING. � ,
<br /> �,
<br /> �� � � � J � J � - �
<br /> � 10 PREPARE SUBGRADE AT SLABS PER 2
<br /> 4 19 � �� � 4 150-03a C590-1 � - - ,
<br /> , � � o , , ,-r i C 50 03a C591 2
<br /> 20 ° � a �< 4 �
<br /> 6 7� o 0 0 0 0 0 0 0
<br /> 548 ° ° g t�.�
<br /> 5
<br /> --� FLOWLINE �
<br /> GLYCOL TANKS 9 y -------1 �
<br /> I STORAGE AREA �� � -- ------ �
<br /> ,______
<br /> 9 CONT�INMENT T' ENCH, � l �� � " � ,
<br /> � � SEE �TRUCTUR/�L (TYP) �
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<br /> PARTIAL P LA�I � - �
<br /> SCALE: 1" = 2Q' ' v 10 � 11P � ' 12 13 14 �
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<br /> 15 �T 16 ' 17 18 , 19
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<br /> � No SCALE: NONE
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<br /> � SCALE: 1:20
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<br /> J ISSUED FOR C4NSTRUCTION I�VI r "
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<br /> SYM RE1/ISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> � S, ACCEPTABILITY NATALE 03.18.16
<br /> 0'4 �A88�� THIS DESIGN AND/OR CHECE ED GRADING PLAN o3.18.16 �
<br /> �1► ��o Y,,, SPECIFICATION IS APPROYED GARGEYA 03.18.�6 SHEET
<br /> �OE���� �� � APPROVED BY DEPT. DATE HARRIS 03.�$.16 �TLE SKYDROL-GLYC�L FACILITY �
<br /> CHEC ED C � �� ��a
<br /> �� ��� HURLESS ��.,$.,6 CAN 0 P I E S 4 , �
<br /> 28911 APPROVED � JOB N0. COMP N0.
<br /> �'� �BviaTE��'° � 17630644
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<br /> 88j°xA�. �'� ,1e.16 P � CIVIL MASTER +� �ER�-, wq �wc No. 45-YD-C 1 5 0-0 3 a r
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