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3"
<br /> 5 3/4"
<br /> � -�
<br /> ,� �� � c4� P��S GEN ERA� N
<br /> — - T - - � C�6e / � A 1 . CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH 6 1/2
<br /> \� �� � _� � TYP � 8 C36e SACK HIGH EARLY CONCRETE. .
<br /> �_ � �
<br /> /� , �� /
<br /> � 1 2. ANCHOR BOLTS SHALL CONFORM TO AISI 309 OR 430
<br /> � _ � � �I � \ 1/8" 304L SS SHEET STAINLESS STEEL.
<br /> NOSE GEAR TIE DOWN �_ � �� ' �
<br /> \ , / i � � END CAPS (2 PLCS) 3. PLATE SHALL CONFORM TO AISI 304 OR 304L STAINLESS STEEL.
<br /> �
<br /> � � � � � \1 4. SHEET SHALL CONFORM TO AISI 304L 316L.
<br /> � - � - _ - -�-- - - �
<br /> 3" WIDE YELLOW STOP BAR , ; � � 5. WELD TYPE 304 OR TYPE 316 STAINLESS STEEL (SS) PLATE
<br /> � AND SHEET USING THE GAS TUNGSTEN ARC WELDING PROCESS.
<br /> � � ��\ / � USE ER 308L FILLER METAL ON TYPE 304SS OR ER316L FILLER �
<br /> o m �\ , METAL ON 316 SS.
<br /> � � � i ��-I-��
<br /> � ,-- �- -----------� o � - ' 1/8" 304L SS STEEL SHEET 6. SEE CIVIL DRAWINGS FOR LOCATION OF NEW TIE DOWNS IN THE
<br /> / ' �� "' � i `� $ BEND AND CLIP TO ALLOW PASSAGE FOLLOWING STALLS:
<br /> �� �' o �' 'Y' � �� OF 3/4" ROD THROUGH STALL 118
<br /> � o � STALL 119
<br /> i i w STALL 120
<br /> ; � �
<br /> ( � i TO FRONT PAINT STRIPE 7. THE NEW TOWBARLESS TRACTORS ARE COVERING UP THE 6 fT
<br /> � �, � SEE PLAN
<br /> ��\ � STOP BARS, CHANGING THE STOP BAR LENGTH TO 16 FT WILL
<br /> , � ao ALLOW THE SPOTTER TO STAND CLEAR OF THE TOW VEHICLE.
<br /> � � �
<br /> � �
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<br /> �
<br /> �
<br /> _�, - - - - - - - - - - - - - - -
<br /> �� ` � �
<br /> , � A/P FWD CENTERLINE OF STALL
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<br /> - - - - - - - �� � - - , - - - - - - - - - --- -� - - - OFFSET PAINT STRIPE
<br /> , ,, -
<br /> �� /�, � � �
<br /> �=j EXISTING STALL OFFSET P �A f� � EW AT T E— D 0 W N S �
<br /> � J
<br /> ,---------- -----_\ PAINT STRIPE (WHITE) „ , „
<br /> , , � SCALE: 3 = 1 -0 C36e
<br /> / � ' �
<br /> � �
<br /> I ; A/P FW D '
<br /> , , i , REFEREI� CE DRAWINGS
<br /> � �
<br /> I � I ' 10" DIA CORE DRILL 1� SEE STALL CONFIGURATIONS SHEETS IN DRAWING FILE
<br /> '� , � 45-YD-C86-TETHERING.DWG:
<br /> \ �
<br /> �
<br /> o `�_---- �- --- -- ---_"� o M 1/8" 304L SS STEEL SHEET 4 �/2�� _ � STALL 119
<br /> � ' � � � ��� STALL 120
<br /> � � � '
<br /> NOSE GEAR REF ' TYP ��8 1 �--���/
<br /> � g FINISH GRADE
<br /> � � � �
<br /> � �
<br /> � �
<br /> , � � � � � � � � � �
<br /> / _ �
<br /> �
<br /> � � \ �1/4"X3 SS BOLT (2 PLCS) ��� _ _ _ —_ _ _ _ _ _ �"
<br /> � �� �� LAP 1 " ONTO SIDE PLT \
<br /> 1 _ _ 1 _
<br /> � -
<br /> \ j FULL R .
<br /> � _
<br /> � � i -
<br /> /i � \ �,- � i
<br /> -- - � - \ / � _
<br /> � CONCRETE BONDING AGENT
<br /> \� j � -_.�__ SEE �
<br /> ' � � CONSTRUCTION I� OTES
<br /> �' C36e
<br /> �
<br /> 767 & 777 TETHER POINT ' EXIST SLAB ,
<br /> 3/4"� STAINLESS STEEL ROD 1 . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
<br /> 4'-0" � (MIN Fy = 42 KSI) 2. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRIER TO
<br /> PROTECT EXISTING EQUIPMENT AND PROCESSES.
<br /> � SEE TETHER CONFIGURATIO DWG
<br /> EXIST SUBGRADE 5" 3. EXCAVATION UNDERCUT THE EXISTING SLAB AS SHOWN.
<br /> CARE SHALL BE TAKEN TO REPLACE ALL MATERIAL REMOVED
<br /> - � CONCRETE FILL WITH CONCRETE SO VOIDS BELOW GRADE ARE ELIMINATED.
<br /> ' 4. REMOVED SLAB AND EXCAVATED MATERIAL SHALL BE
<br /> o , ,
<br /> � � �� ' � � ` '�� �,� �� � ,��;' DISPOSED OF IN A LEGAL MANNER.
<br /> � � ��\ � �, . ��;�� �
<br /> � EXIST SOIL � �� � ��� �� ������ � \i��� �� ������ 5. EMBEDDED ITEMS SHALL BE FREE OF RUST, DIRT AND�OR
<br /> ,, �, � � ��\: �� �., � � �. � �� „ » GREASE.
<br /> � � �\ 1 X8 � PLATE
<br /> ' ; � �� � �� , ,
<br /> ����,� � � � � � � � ���� �� 6. EXPOSED CONCRETE SHALL BE FINISHED TO MATCH �
<br /> � i�� ��'�A � , �j \ ��,� ��'���.��� EXISTING SLAB. �
<br /> //� � / � ; ,
<br /> ��� ������ �� � ��� � � - �� ��' � � � �� » 7. QUANTITY OF TETHER POINTS PER STALL: �
<br /> \ 3/4 � STAINLESS NUT STALL 118 = 6 TOTAL 3 PAIR• 747 767 777 & 787
<br /> � � � %, ; � �� � � %; ( , , / )
<br /> � �'��\�������� ,� � � _ � ��� �%� STALL 119 = 6 TOTAL (3 PAI R; 747, 767�777 & 787) �
<br /> � � ������ ���� ��� �- � � ���� STALL 120 = 6 TOTAL (3 PAIR; 747, 767�777 & 787)
<br /> ; ; � �
<br /> /� /
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<br /> � � � � �� � �� �
<br /> � ��� � ���� �� '�� �" �� � , � � �
<br /> � �
<br /> �
<br /> ;' . / �/ / � �j � . ��' � ', ;
<br /> �
<br /> 1 '-6"
<br /> � � �
<br /> � � �� ,�
<br /> 3 HIGH YELLOW NUMBERS � O R R E � E R E �l C E O I V I
<br /> 767 , 777 , 787 STOP BAR STRIPE � SECTION THROUGH TIE — DOWN � o
<br /> SCALE: 1 1/2 = 1 -0 � C36e SCALE: 3 = 1 -0 (VIEW ROTATED 90° CCW) ��6e FACILITY DESIGN BY CEI DATE 12.13.16 °
<br /> a
<br /> �
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ~
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY J. PEARSON AIRCRAFT TETHER POINTS AND STRIPING W1991450 /� 07.02.13 `�
<br /> A CHANGED LENGTH OF STOP BAR W1991450 JMP BAO 07.02.13 SPECIFICATION NSAAPPROVED CHECKED 767 - 777 - 787 �
<br /> SHEET �
<br /> - FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 W4535737 CEI AH 12.13.16 BOE,�� � APPROVED BY DEPT. DATE � TITLE EDC STALL CAPACIIY
<br /> CHECKED C 3 6 e �
<br /> PP OVED B U I LD I N G 45—YD �og N0. COMP No. Q
<br /> 11832902 0
<br /> APPROVED DWG N0.
<br /> B. OCONNOR os.2�.�2 CIVIL MASTER FLT LINE EVERETT, WA 45-YD-C36e
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