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/ ` N - \�. \',,, ~`,. - Point Tubb _ _ <br /> GENERAL NOTES <br /> \\ \`\• ... 1.. REFERENCE-DEMOLITION PLAN..FOR REMOVAL LIMITS AND.. <br /> 1 \ ,..,.. < \\\ '`\N -. -- --.'N - - -- Point Raw Description Elevation Northing EasBngEXISTING INFRASTRUCTURE TO BE PROTECTED IN PLACE. <br /> \\ N N N \ \ \\ 1 TS 547.50 339674.35 1285704.73 2. REFERENCE STRUCTURAL SHEETS FOR SLOPES OF <br /> N .. <br /> \ 2 TS&PC 547.50 339727.48 1285653.94 CONCRETE SLABS AND PERIMETER TRENCH DETAIL <br /> 11( <br /> e \ \\s•` • N _ N\\ 3 TS 548.25_ 339580.57 1285713.08 3. REFERENCE DWG C220 FOR PAVING UNITS. - <br /> ♦ ♦ ` °5 \ \ , � 4 TS III <br /> 9560.57 IA <br /> 8• 59553.0724 6 TS 9588.07 4\\ 7 TS 9608.23 278 TS 9553.23 279 FL 954,.57 15BOEING PROPERTY NNE 10 FL 9616.23 1611 R ss3s.3i so <br /> / ,2 FL 546.65 339610.58 ,265795.60 CONSTRUCTION NOTES <br /> \ \ ......\'• L=46.7,R=31„0 \ v / > ♦ \ <br /> \\ \ T=29.61 '\• , / / \\ 13 TBC 547.47 339728.69 1285611.98 <br /> \ �\ \ `\ ` / /' // 0 14 FL 546.96 339728.12 1285611.38 FILL AROUND STRUCTURE 45-61 TO BE STRUCTURAL <br /> s'� <br /> / <br /> �/ / / ♦♦ \\ 15 PC OF FL 546.73 339683.10 1285655.00 1557- FILL COMPACTED TO 95%MIN DRY DENSITY PER ASTM <br /> S ..... _.......\\\ ' \// ♦� 591 <br /> 17 FL& 546.46 9666. 1 GUARD <br /> \ � 16 PT OF FL 546.58 339667.94 1285688.78 5 <br /> V CANOPf 45-61 \ Pf 33 70 28571770 POST PER C <br /> STORAGEDEICING AREA <br /> ............ <br /> 10 <br /> • \\\ �\ /� '\/ -y `\UCK 18 TC&PC 54720 33967L33 1285707.61 <br /> \ \ t ♦ L-11.3,1 15.0 \ `.t A'TYPE CURB PERC15 10 <br /> 0 C59 <br /> FLOWIJNE � �'j3, ♦♦ <br /> \ �, \ (15 ® V �`. OCS'90 \ FAST ANDSTALL D EST SIDERB ON OF 5281 <br /> i % N IX SW CATCH STORAGE45- P�D PER TANK <br /> -- --........_ d -- ,a"7,,,..e...^...,. GRADE AT PERIMETER OF THE SANITARY SEWER LIFT <br /> k\._Y. ........ \ _ STATION TO BE KEPT AT EXISTING ELEVATIONS. <br /> N\ \ AC PAVEMENT T\ <br /> J\ TAXIWAY TRANSIDON o a U <br /> LIMITS OF MAGNETIC A Er9.\\/-‘\ _ 'o <br /> NEUTRALITY ZONE '. 4 5 �' -.«�.�. - <br /> __./ ti\\ `\ \ c� 517 ® -0sr-?:-".9+^ . <br /> / \ �� u --rlrrI - <br /> • <br /> 548 E <br /> / '. .._ .. \ .. :._ 0 r I r r "'CANQPf 45-62 <br /> ....... .._.�/ WING TIP PATH \ O Ili L J L J 'YSKYDROL MOLE <br /> BOEING 777X \ <br /> PY 45-63 .1 <br /> _. ..... ., ....•\ ...... f <br /> SI STORAGE AREA BUILDING <br /> t,""' 45-54 <br /> / \\ GL COL LOAD/ I:. ,',.;Al+'1 ���� �������I .I § <br /> UNLOAD AREA ,.III „III �E r E r -11. I`FLOWLINE <br /> • L <br /> �... I •"., ■ .III JLJL p <br /> C150 C590 <br /> €1 rP ,€ kill <br /> • <br /> ....... FLOWLINE <br /> GLYCOL TANKS li <br /> • <br /> ;STORAGE AREA '.,�-"�^'? _._ . <br /> +�'� CONTAINMENT TRENCH <br /> SEE STRUCTURAL(TYP <br /> J J 7 <br /> 1 <br /> • <br /> R\ <br /> • <br /> I <br /> a i <br /> PARTIAL PLAN iciiIf�Jf <br /> SCALE: 1'= 20' 0 10 �I� t� <br /> ilizi!7millq , <br /> QTY=!e-i <br /> - ,,,imapiocui <br /> 0. IltiA <br /> KEY PLAN O <br /> SCALE: NONE N <br /> 20 10 0 10 20 40 <br /> 1 m= r• - Ne <br /> SCALE: 1:20 <br /> 1 <br /> i <br /> 90%DESIGN-NOT FOR CONSTRUCTION (_)) M W H0 <br /> DRAWN JATE SYMBOL DATE <br /> TPENSION BY APPROVED DATE SYM REVISION BY APPROVED DARE <br /> ACACCEPTABILITY NATALE 02.12.16 SUBTITLE CURRENT REVISION <br /> IM <br /> DESIGN AND/OR <br /> THIS - CHECKER GRADING PLAN 02.12.16 <br /> SPECIHCARION IS APPROVED GARGEYA 02.12.16 SHEET <br /> ® NEMEENRIDE SKYDROL GLYCOL FACW7Y 0150-03a <br /> g)LASTATEZAirig <br /> APPROVED BY DEPT. DATE WEAKLEY 02.12.16 <br /> CHECKED <br /> HURLESS 02.12.16 CANOPIES 45-61,45-62,AND 45-63 JOB ND. COMP NO. <br /> APPROVED 17630644 <br /> APPROVED CIVIL MASTER EVERETT,WA45-YD-C150-030 <br />