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5 3/4"
<br /> I 16 FOOT YELLOW STOP BAR
<br /> GEf� ERAL NOTES
<br /> A 1. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH 6 1/2
<br /> � TYP �f$ C36f SACK HIGH EARLY CONCRETE.
<br /> � 2. ANCHOR BOLTS SHALL CONFORM TO AISI 309 OR 430
<br /> � ---,. 1/8" 304L SS SHEET STAINLESS STEEL.
<br /> END CAPS (2 PLCS� 3. PLATE SHALL CONFORM TO AISI 304 OR 304L STAINLESS STEEL.
<br /> I A P FWD 4. SHEET SHALL CONFORM TO AISI 304L 316L.
<br /> � -
<br /> I — — N
<br /> � 5. WELD TYPE 304 OR TYPE 316 STAINLESS STEEL (SS) PLATE
<br /> � � AND SHEEr USING THE GAS TUNGSTEN ARC WELDING PROCESS.
<br /> � � USE ER 308L FILLER METAL ON TYPE 304SS OR ER316L FILLER
<br /> \ METAL ON 316 SS.
<br /> SYMM ABOUT
<br /> 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 /> �' �3 OF 3/4" ROD THROUGH STALL F1.
<br /> 7. THE TOWBARLESS TRACTORS HAVE CHANGED THE STOP BAR
<br /> � EXISTING STALL LENGTH TO 16 FT WHICH WILL ALLOW THE SPOTTER TO STAND
<br /> � PAINT STRIPE TO FRONT PAINT STRIPE CLEAR OF THE TOW VEHICLE.
<br /> / ' \
<br /> SEE PLAN
<br /> /
<br /> I
<br /> I
<br /> � A/P FWD CENTERLINE OF STALL
<br /> \ OFFSET PAINT STRIPE
<br /> �-___
<br /> PLAI� �IEW AT TETHER POINT �
<br /> AIRCRAFT NOSE GEAR REF SCALE: 3" = 1 '-0" C36f
<br /> � � �
<br /> REFEREf� CE DRAWINGS
<br /> 10" DIA CORE DRILL 1 ` SEE STALL CONFIGURATIONS SHEETS IN DRAWING FILE
<br /> /� 45—YD—C86—TETHERING.DWG:
<br /> L � � FOR LOCATION, SEE TETHER CONFIGURATION DWG „ „ STALL F1
<br /> 1/8 304L SS STEEL SHEET 4 1/2
<br /> � NP �/8 � FINISH GRADE �
<br /> � �
<br /> u� � � � �
<br /> �1�4"X3 SS BOLT (2 PLCS) — — `" �
<br /> �'i LAP 1 " ONTO SIDE PLT '� � �
<br /> o C=
<br /> � D ���;' �
<br /> Q FULL R
<br /> � � 3� �
<br /> ( -� � �
<br /> �
<br /> � � � D � � � CONCRETE BONDING AGENT
<br /> � � �' �
<br /> � � � � COI� STRUCTION NOTES �
<br /> �
<br /> ,
<br /> EXIST SLAB � � � � � � � ���� � 1 . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. �
<br /> D 3/4 � STAINLESS STEEL ROD
<br /> �_ , � (MIN Fy = 42 KSI)
<br /> 2. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRIER TO
<br /> - � PROTECT EXISTING EQUIPMENT AND PROCESSES.
<br /> l' �
<br /> 5�� 3. EXCAVATION UNDERCUT THE EXISTING SLAB AS SHOWN.
<br /> EXIST SUBGRADE CARE SHALL BE TAKEN TO REPLACE ALL MATERIAL REMOVED
<br /> � � �� � �= �, o � , '�� CONCRETE FILL WITH CONCRETE SO VOIDS BELOW GRADE ARE ELIMINATED.
<br /> 0
<br /> (
<br /> , , � � , � 4. REMOVED SLAB AND EXCAVATED MATERIAL SHALL BE
<br /> ��� �` � ' ` � � �� � � \� � � � i DISPOSED OF IN A LEGAL MANNER.
<br /> �� V � �/�� �/ � � � ` � �� ��\� '��
<br /> . \
<br /> ,� �\ \� \� � \ � � � � �j\\/ �/ �;
<br /> ___ __ `�' ��� �� �� �� '�' _ �� � � !��,,� � � ��!� 5. EMBEDDED ITEMS SHALL BE FREE OF RUST, DIRT AND�OR
<br /> � � EXIST SOIL �������� � ������ ��,'� „ » GREASE.
<br /> �� �� �� � � � �� � � 1 X8 � PLATE
<br /> i%%�� // / � � / j, � -
<br /> �, �A �����, � �' � �i� �� � � � �����, �����/� �� � 6. EXPOSED CONCRETE SHALL BE FINISHED TO MATCH
<br /> �\ �� �� \�� � j�� '�� �� EXISTING SLAB.
<br /> // // �// //;, : , /, �//,// �/
<br /> � � / / � / ; � _ � / ,/ � .
<br /> 3 HIGH YELLOW NUMBERS � � �`� �- ` � � � � ��������`�i�� '� ���`� 3�4"� STAINLESS NUT 7• QUANTITY OF TETHER POINTS PER STALL.
<br /> � ,� ��;i�� ���, � �� � �� � , ��� ; ;� � ;�;�, � � � STALL F1 = 4 TOTAL (2 PAIR; 767 AND 767-2C)
<br /> c� ��' �� �� ��,� � � � ,,, ��` �' �� �� ��'�
<br /> 2 (2) PLCS 767 TETHER POINT, NOTE '�' / ����,�,�'!�� � � — %��.�'�������
<br /> ORIENTATION TO NOSE GEAR �, � , �� �,% ���,�'��� ���� ���, �'�; ;'���, �� � �� ���� i ��� A ���, �� ;�'���,,� � ��� �'��� �� �� �
<br /> C36f � �;� �\ � �A� � , ,� _ , � � � �� � ����V���\ ��
<br /> �---� � % ;A �% � �`;� ' � �/' �� � ;��� � � � , �� � / ,A � A i
<br /> � � � �� ��� � � ! '� % ` �; � � �� �` � � /
<br /> , �
<br /> i�j' � / j j� / / ,`/i /' /' � �/ �,/ , , / i /��
<br /> /� �
<br /> _ *RooTo � OR RE � ERE �JCE Of� � Y
<br /> � �_��► 1/2 PLATE, TYP
<br /> NOSE GEAR TIE—DOWN *OPTIONAL ROD TO PLATE CONNECTION, EXTEND
<br /> ROD 1 " THROUGH PLATE AND WELD AS SHOWN FACILITY DESIGN BY �E� DATE 05.09.17
<br /> 7 �7 STOP BAR STRIPE 8c TETHER � SECTION THROUGH TETHER PQINT A �
<br /> SCALE: � �/2" — �'—o" � C36f SCALE: 3" _ � '—o" • �� REFERENCE BOEING DOCUMENT: D622T002-2 FOR u
<br /> — � (VIEW ROTATED 90 CCW) N
<br /> TETHERING CONFIGURATION .
<br /> N A SUBTITLE CURRENT REVISION SYMBOL DATE N
<br /> SYM REVISION BY APPROVED oA� SYM REVISION BY APPROVED oA� ACCEPTABILITY J. PEARSON AIRCRAFT TETHER POINTS AND STRIPING � �
<br /> THIS DESIGN AND/OR H cK c \
<br /> SPECIFICATION IS APPROVED �V� SHEEf �
<br /> BOE,��� APPROVED BY DEPT. DATE TITLE EDC STALL CAPACITY C36f
<br /> CHECKED '
<br /> W. LANCE B U I LD I N G 45-YD G
<br /> JOB N0. COMP N0. o
<br /> APPROVED 14898263 a
<br /> B POCONNQR os.�4.20�4 CIVIL MASTER FLT LINE EVERETf, Wq °wc No. 45—YD—C36f
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