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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 /> ` �.� ; � `�-. `� <br /> o ``_-_- � <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 ,,� �" <br /> t ��. <br /> , �..,.� `� <br /> � ` �'� �`"```�a ,.�����.,a.�.µ�_ �'�. BASIN PN05-3 � C 150-03a C591-1 <br /> ��° �``� �'` C' r� `�.�-----�._M -��. <br /> o, c� "� . �- i`*�. <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) � <br /> y---- � � . <br /> � �, � � > <br /> _. � � . <br /> � � ! � <br /> ( I <br /> _ � � � 00 01 � <br /> � � �� �� � � � <br /> � i I I � 02 � .� p3 ' • Q4 � 05 <br /> � 1 ". <br /> a' e i <br /> 06 e 07 -o � 08 � 09 <br /> PARTIAL P LA�I � - � <br /> SCALE: 1" = 2Q' ' v 10 � 11P � ' 12 13 14 � <br /> - o <br /> 15 �T 16 ' 17 18 , 19 <br /> 0 <br /> 20 � 21 22 23 24 25 <br /> � <br /> 26 27 28 <br /> � _ <br /> 3 �;-� <br /> o n _ . , <br /> � 29 ` 30 � <br /> i , <br /> 0 <br /> � <br /> � ' <br /> ' KEY P �AN <br /> 0 <br /> � No SCALE: NONE <br /> ° 24 10 0 10 20 40 <br /> � <br /> N <br /> O "' <br /> � <br /> / <br /> � . <br /> � SCALE: 1:20 <br /> 0 <br /> 3 -�T <br /> j ,t$� , <br /> C.) <br /> J ISSUED FOR C4NSTRUCTION I�VI r " <br /> � VU H R <br /> 0 <br /> SYM RE1/ISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> � S, ACCEPTABILITY NATALE 03.18.16 <br /> 0'4 �A88�� THIS DESIGN AND/OR CHECE ED GRADING PLAN o3.18.16 � <br /> �1► ��o Y,,, SPECIFICATION IS APPROYED GARGEYA 03.18.�6 SHEET <br /> �OE���� �� � APPROVED BY DEPT. DATE HARRIS 03.�$.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 <br /> a <br /> 88j°xA�. �'� ,1e.16 P � CIVIL MASTER +� �ER�-, wq �wc No. 45-YD-C 1 5 0-0 3 a r <br /> ..;,: , <br />