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<br /> I 5 3/4»
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<br /> GENERAL �JOTES
<br /> � 1 A 1. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH 6 1/2
<br /> � � � C36c NP ��g C36c SACK HIGH EARLY CONCRETE.
<br /> � / �
<br /> ( ' 2. ANCHOR BOLTS SHALL CONFORM TO AISI 309 OR 430
<br /> i'� � NOSE GEAR TIE-DOWN '
<br /> / STAINLESS STEEL.
<br /> � ( j _ � _ 1 _ _ �_ —..,.,� 1/8" 304L SS SHEET
<br /> � � ` � , � i � END CAPS (2 PLCS} 3. PLATE SHALL CONFORM TO AISI 304 OR 304L STAINLESS STEEL.
<br /> � � � � �
<br /> m \ \ / � j ; N 4. SHEET SHALL CONFORM TO AISI 304L 316L.
<br /> i � �'�. i - � -__ -- -�-- ---- �
<br /> o -�'� � 5. WELD TYPE 304 OR TYPE 316 STAINLESS STEEL (SS) PLATE
<br /> N � �� � ¢ AND SHEET USING THE GAS TUNGSTEN ARC WELDING PROCESS.
<br /> � 4" W X 16' YELLOW � USE ER 308L FILLER METAL ON TYPE 3Q4SS OR ER316L FILLER
<br /> � \�� �
<br /> PAINTED STOP BAR z �\ � METAL ON 316 SS.
<br /> I w `' `" » 6. SEE CIVIL DRAWINGS FOR LOCATION OF NEW TIE DOWNS IN THE
<br /> 0 1/8 304L SS STEEL SHEET
<br /> ~" `� $� BEND AND CLIP TO ALLOW PASSAGE FOLLOWING STALLS:
<br /> ,_..----------- i- -----------, -
<br /> � � � �o 'Y' ��' OF 3/4" ROD THROUGH STALL 101
<br /> / � i STALL 103
<br /> � � � � �
<br /> , I ' STALL 105
<br /> � ' � TO FRONT PAINT STRIPE 7. THE NEW TOWBARLESS TRACTORS ARE COVERING UP THE 6 FT
<br /> � I I SEE PLAN STOP BARS, CHANGING THE STOP BAR LENGTH TO 16 FT WILL
<br /> � � �
<br /> � ( , C ALLOW THE SPOTTER TO STAND CLEAR OF THE TOW
<br /> � � �
<br /> �� � ,� 8. MAINTAIN A 1'-6" MIN. DISTANCE FROM THE CENTER OF ANY
<br /> `--__ ___ ' _ _______� --------------------- -------- TETHER POINT TO THE EDGE OF A CONSTRUCTION JOINT.
<br /> F_\ A/P FWD CENTERLINE OF STALL
<br /> , � OFFSEf PAINT STRIPE
<br /> ' ��
<br /> � ' �
<br /> ----------- - �� --------- ----- -------------
<br /> � � ' �ii
<br /> �I, � P LAN �/I EW AT TI E- DOWN S �
<br /> — � _j=� ------ EXISTING STALL OFFSET SCALE: 3" = 1 '-0"
<br /> C�:
<br /> —__—_ _ J PAINT STRIPE
<br /> ,-�-- -`�
<br /> ' I `
<br /> � ' �� REFERENCE DRAWINGS
<br /> � I �
<br /> � � �
<br /> ; I � 10" DIA CORE DRILL � SEE STALL CONFIGURATIONS SHEETS IN DRAWING FILE
<br /> I 45-YD-C86-TETHERING.DWG:
<br /> �
<br /> � � � STALL 101
<br /> � , - 1/8" 304L SS STEEL SHEET 4 ��2� STALL 103
<br /> \\ � �' � STALL 105
<br /> '------- -- �'
<br /> —�- STALL 111
<br /> � J / nP 1,$ FINISH GRADE STALLS F1 -F5
<br /> / 1 8
<br /> � STALL 110
<br /> � 787 NOSE GEAR REF
<br /> I � , ,, , _ 2� STANDARD DIMENSION IS 4'-0"; USE OFFSET DIMENSION SHOWN
<br /> ' �> > � � ON INDI�IIDUAL STALL PLAN DRAWINGS.
<br /> APFWD � `�
<br /> / � -
<br /> / \ �1/4"X3 SS BOLT (2 PLCS) �- - - -��---- ---------- --`�'
<br /> � / \ LAP 1 " ONTO SIDE PLT '
<br /> ,� .� �
<br /> / �� , ,,�;; �`,
<br /> i / � �"
<br /> o � � � � � FUI.L R
<br /> � � � _ _ � � �,
<br /> � � � �� �'�� � � � �
<br /> � � � � � � � CONCRETE BONDING AGENT
<br /> — � D �
<br /> � \ /
<br /> � �- SEE �= ,, , CONSTRUCTION NOTES
<br /> I � � ��� � �
<br /> , EXIST SLAB ,� � �: ��;; �=%
<br /> I C36c � �' - 3/4"� STAINLESS STEEL ROD 1 . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
<br /> �
<br /> n � � � (MIN Fy = 42 KSI)
<br /> � 2. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRIER TO
<br /> , PRQTECT EXISTING EQUIPMENT AND PROCESSES.
<br /> , � � � � �
<br /> I -j �° 3. EXCAVATION UNDERCUT THE EXISTING SLAB AS SHOWN.
<br /> I EXIST SUBGRADE 5 � G CARE SHALL BE TAKEN TO REPLACE ALL MATERIAL REMOVED
<br /> , � CONCRETE FILL WITH CONCRETE SO VOIDS BELOW GRADE ARE ELIMINATED.
<br /> � 'i>
<br /> i „ �
<br /> ' �� � 4. REMOVED SLAB AND EXCAVATED MATERIAL SHALL BE
<br /> ( � % j/\ �\j � /j � J � ., \;/, � / �\ � , \ 'j
<br /> � �� i �, DISPOSED OF IN A LEGAL MANNER.
<br /> ' ; �V� `� VA��,V�� � � ° ,A��\� , V��` � ���'`
<br /> ,
<br /> � � \ � `� . % � � � ;
<br /> � '�' ��/ �� �� ���i��' _ ` �' � !��� ��!i ��/��/� �. EMBEDDED ITEMS SHALL BE FREE OF RUST, DIRT AND�OR
<br /> EXIST S01 L ������/� � �\ � ��� � \ ,
<br /> � � �;:�� �V� �� �\ �,;� V�� , � � � �; 1»X8"� PLATE GREASE.
<br /> /� / ��� r�, I;; � i �,
<br /> � �,'/�,���: � ��� � ��� �� � �> � � � � i� \�!� � �� � 6. EXPOSED CONCRETE SHALL BE FINISHED TO MATCH
<br /> \/ �/� � � �, \/� , /
<br /> � ��i;��� �� �� �� ` �� i\� � �� � � � EXISTING SLAB.
<br /> , , �;� ,, // //,//;, ,� ,/��//,,//,,,.
<br /> � ��,;��.���\!��,�;� = � � � ,,� ;��� , ,
<br /> ,
<br /> , , , �.
<br /> , � �� `— �,� �' `�%� �� ,� 3�4"� STAINLESS NUT
<br /> ( , �� � ,
<br /> . , �� � � ,_' v ,`� / i , , , ;
<br /> � � �� /`� i � D � � ��j- /�/ � � �
<br /> � " � � � ��;� ���/ ��� /J � `/ ��\ /
<br /> 3 HIGH YELLOW PAINTED NUMBERS � � ;;�� �� ;� ��� ������. ��:���, /�� �� �V�,;�
<br /> � ,� � � i�/� / ,� ,, / ` ,,� // // ; i
<br /> � '��'� � A�'��` . � , ��������
<br /> ,� , � �
<br /> ��i\ '� \ � � ��,� � `, �' ,� �� ���\����� ;�` � � , � � .��\� � V �'
<br /> I � �i�� � � /� �� � � i � A i � � ' � � � / � / i % ��� � ����
<br /> � � '�� ' / � ' / /. / �/� � �/� � j / �,.
<br /> ' *R�� T� � OR R E � ER EI� � E ON � Y
<br /> �4,_�„ � �,_6» 1/2 PLATE, TYP
<br /> *OPTIONAL ROD TO PLATE CONNECTION, EXTEND
<br /> ROD 1 " THROUGH PLATE ANQ WELD AS SHOWN FACILITY DESIGN BY CEI DATE 01.31.17
<br /> 787 STOP BAR STRIPE � SECTI01� THROUGH TIE- DOWN � �
<br /> SCALE: � �/2" _ � '—o" � C36c SCALE: 3" _ � '—o" ° C36c REFERENCE BOEING DOCUMENT: D061 Z004-01 FOR o
<br /> � (VIEW ROTATED 90 CCW)
<br /> `� TETHERING CONFIGURATION. �
<br /> .
<br /> ACCEPTABILITY J. PEARSON A SUBTITLE AIRPLANE TIE DOWN ' 7p7'V CURRENT REVISION SYMBOL DATE c
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE W 1915366 � �� .� 6.�4 �
<br /> A ADDED F/N 2 11302265 JMP WRL 07.14.11 THIS DESIGN AND/OR IN RUN & JACK PQSITION �
<br /> SPECIFICATION IS APPROVED SHEEf �
<br /> B CHANGED LENGTH OF STOP BAR W1991450 JMP BAO 06.07.13 �Q�,��� APPROVED BY DEPT. DATE TITLE UPGRADE 787 FLIGHTLINE STALLS C��^ _
<br /> CHECKED �
<br /> C REVISED STOP BAR WIDTH W1915366 JMP BAO 01.1 fi.14 P PROBED CK B U I LD I N G 45'YD <
<br /> JOB N0. COMP N0. o
<br /> 11302265 �
<br /> APPROVED DWG N0.
<br /> w. LANCE 09.�o.as CIVIL MASTER FLT LINE EVERETT, WA 45-YD-C36c
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