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EXIST CONCRETE <br /> CONSTRUCTION JT G E N E RA� N OTE S <br /> D A 1. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH 6 1/2 <br /> �` �'P ��$ � 36d SACK HIGH EARLY CONCRETE. <br /> NOSE GEAR TE HER � � 2. ANCHOR BOLTS SHALL CONFORM TO AISI 309 OR 430 <br /> --- - , - STAINLESS STEEL. <br /> 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 /> �"" • ! �� � \1 4. SHEET SHALL CONFORM TO AISI 304L 316L. <br /> � � i <br /> �� I � ,� — , � ----- 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 /> � <br /> MIN, TYP = \�� � i METAL ON 316 SS. <br /> � � � � <br /> " � I � ~ �� � �� 6. SEE CIVIL DRAWINGS FOR LOCATION OF NEW TiE DQWNS IN THE <br /> � 1/8 304L SS STEEL SHEET FOLLOWING STALLS: <br /> 3" HIGH WHITE � , � BEND AND CLIP TO ALLOW PASSAGE <br /> PAINTED NUMBERS I � OF 3/4° ROD THROUGH STALLS 118, 119 & 120 <br /> TEMPORAR�H RS PLAT I I 7. MAINTAIN A 1 '-6" MIN. DISTANCE FROM THE CENTER OF ANY <br /> � � � � <br /> � ' TO FRONT PAINT STRIPE TETHER POINT TO THE EDGE OF A CONSTRUCTION JOINT. <br /> a� � � � o SEE PLAN <br /> W <br /> o I o I � <br /> � � <br /> � i � <br /> N <br /> � <br /> � I APFWD <br /> � <br /> o CENTERLINE OF STALL <br /> , I i <br /> ( 1 I � OFFSET PAINT STRIPE <br /> 4"w x 16' L WH ITE , , � <br /> PAI NTED STOP BAR, 4" WI DE WH ITE P LA N �I E W AT T ET H E R � <br /> SEE STRIPIN�--B�- - --- -- PAINTED STOP BAR � <br /> SCALE: 3" = 1 '-0" C36d <br /> � � � <br /> , ,o�� DIA CORE DRILL R E F E R E N C E D RAW I �I �S <br /> ' 4 1/2„ <br /> /'� � /' �`` 1Cj SEE STALL CONFIGURATIONS SHEETS IN DRAWING FILE <br /> �-------- ------ -� ;---- ----� N1 '-6" MIN D 45-YD- -TETHERING.DWG. <br /> � � � � , EXIST CONCRETE <br /> I � ' I ' 1/8" 304L SS STEEL SHEET I ' CONSTRUCTION JT 2, TETHER LOCATIONS BASED ON THE FOLLOWING DOCUMENTS: <br /> ' _ __—__— � ' _—__—� ' � D6-30830-18, D633U246-01 (FREIGHTER STABILIZATION). <br /> �------- -; �---- � I <br /> `------- �------ �� `---- -----�� 1/8 I FULL RAD FINISH GRADE <br /> � �P 1/8 I � <br /> - - - - - - - ---- ---- - � <br /> SYMM ABOUT I CENTERLINE � ,�: <br /> 00 �-� � <br /> � , �,.�. <br /> CENTERLINE STRIPE �-- -- ------ -�� STRIPE �---- ---�, „ ��` � V <br /> �__—__—__ __—__ _� �__—_ _—__� �1/4 X3 SS BOLT (2 PLCS) �, "' � � <br /> ; I I ; � 1�1P 1" ONTO SIDE PLT `V ----- - - ---� � <br /> � ' � � � <br /> � � �� <br /> �--------- � ------ --,,� o �----- -----�� D �� <br /> \ � \ � � <br /> `---- -- - � `t `---- ---� ;, �� - <br /> � i � � ' � <br /> � FU LL RAD <br /> 747-8 NOSE GEAR � `� ,� � � �; �, '- <br /> � �, � <br /> � � � 747-8 NOSE GEAR— i, � CONCRETE BONDING AGENT C O � STR U �TI O � � OTES <br /> EXIST SLAB � ` " MIN� <br /> - -�_ - i �: '� �;; <br /> 1 . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. <br /> � NOSE GEAR TETHER , � � � � � � � �' � /� � <br /> � � �, � ,,, 3/4"�b STAINLESS STEEL ROD 2. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRIER TO <br /> � � ' , (MIN Fy = 42 KSI) PROTECT EXISTING EQUIPMENT AND PROCESSES. <br /> SEE c' � � � � ��; � � I `"' � �� � � <br /> � � I � EXIST SUBGRADE ,, „ <br /> C36d 3. EXCAVATION UNDERCUT THE EXISTING SLAB AS SHOWN. <br /> 5 CONCRETE FILL CARE SHALL BE TAKEN TO REPLACE ALL MATERIAL REMOVED <br /> � � ( � � <br /> ' ' � D ( c, ° WITH CONCRETE SO VOIDS BELOW GRADE ARE ELIMINATED. <br /> � u <br /> o ' <br /> � 4. REMOVED SLAB AND EXCAVATED MATERIAL SHALL BE <br /> ( �� � � , � , � ° �> � , , , <br /> , , � / �� ��` � /�, `�� ��\ ��` �� ���' / �� �% ��i�� ������ DISPOSED OF IN A LEGAL MANNER. <br /> \ V� ��\ � �� �% �i� ' � r; � � o �A �� �� ���� �, �'� � <br /> ( - ����� ��/�,/ %;�,� � � � � , �������� ����, <br /> � TEMPORARY NOSE GEA � `i' EXIST SOIL �� � �� �� �� �j ������ � ��- , ��� ����� ��\� , � 5. EMBEDDED ITEMS SHALL BE FREE OF RUST, DIRT AND�OR <br /> � TETHER PLATE � � �� �� �� �� �,,A , � j �� ���, �� , ,�, � » „ GREASE. <br /> � � � ��/���� �� -- � �'�/���� � � �j, 1 X8 � PLATE <br /> ���� �� �� �� ����'�� � �� �. �, ' �;'� \ � '���. 6. EXPOSED CONCREfE SHALL BE FINISHED TO MATCH <br /> � � �� � \ � � �- ��� �� � � � � ���� , <br /> �'��� �� �� �� ���� � ��., �;�' ;���,/'�� � i �� `�/ � ,�'�; � 3�4"� STAINLESS NUT EXISTING SLAB. <br /> � � �' �/ �/ �/i �/,;�� � � � <br /> , \ <br /> � � \������%���' ���� � �� � � `��`�!. A�������� �� ��� 7. SEE 45-YD-0548 FOR STEEL BASE PIATE ANCHOR DETAILS. <br /> � � � ���� ��� �� ��� �� �� �� FOLLOW GENERAL CONSTRUCTION NOTES ON SHEET. <br /> � / � �� � � � <br /> � � � / / % ���� � ,� _ � � ;\;� ' �\�/� ,/� /� <br /> � �� �� �� ������ ` '� � � �� �� ��`� � \i� �i� <br /> � ��/�/�A/,�� ;/�� ►� ������; �� , �, � �A , ,� <br /> I , j , , <br /> � v ��� �v�, ,A ��� �� ���� � �� � �� ���� j����� v � ��� ���� �� ����, � ���`��� �'�� � <br /> / �� �', , � ., � �� � � , � � � <br /> /� ��� \/ /�\� i ` � /� /� �\� �� / ,� , A� � , � / � � �� .. <br /> � • SE TYP �� '� , , ;��; , ; �� � ' �� � , � `, �%� , / � ��/% �i� ;�// � <br /> I *ROD TO <br /> � � OR RE � ER Ef� CE 0 �1 � Y <br /> � C548 1/2 PLATE, TYP <br /> — --- *OPTIONAL ROD TO PLATE CONNECTION, EXTEND <br /> i <br /> � 1 '-6" ROD 1 " THROUGH PLATE AND WELD AS SHOWN FACILITY DESIGN BY �E� DATE 05.09.17 <br /> 747 STOP BAR — ETHER � 747 TEMPORARY TETHER 2 SECTION THROUGH TETHER �� o <br /> SCALE: 3/4" _ � '-o" C36d SCALE: 3/4" _ � '-o" 1Q7a C36d SCALE: �" _ � '-o" • REFERENCE BOEING DOCUMENT: D6-3�830- 18 D633U246-01 � � <br /> � STALL 107 ONLY (VIEW ROTATED 9Q CCW) C36d � � <br /> � FOR STABILIZATION-TETHERING CONFIGURATION. � <br /> WN A SUBTITLE CURRENT REVISION SYMBOL DATE <br /> r <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY J. PEARSON � <br /> THIS DESIGN AND/OR AIRCRAFT TETHERING 747-8 W4535737 05.03.�� , <br /> A UPDATED FOR STALLS 118,119,120 11832902 JMP BAO 06.22.12 SPECIFICATION IS APPROVED SHEET ` <br /> B ADDED CONSTRUCTION JT DIM 11832902 JMP BAO 06.28.12 � APPROVED BY DEPT. DATE TITLE UPGRADE 747 FLIGHTLINE STALLS : <br /> BOE,�� CHECKED �3 6 D <br /> C MODIFIED STQP BAR LENGTH TO 16 Fr W1915366 JMP BAO 01.14.14 � <br /> PPROBED CK B U I LD I N G 45—YD �oe N0. COMP N0. o <br /> D MODIFIED TETHERS PER A/C DOCUMENTS JMP 01.04.17 � <br /> E ADDED WELDING OPTION FOR BASE PLATE W4535737 JMP/MA BAO 05.03.17 W PLANCE 05.04.11 CIVIL MASTER FLT LINE EVERETT, Wq °wc No. 45-YQ-C36D <br />