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i <br /> , <br /> I 5 3/4» <br /> � — <br /> � , <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 <br />