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'• \ •, GENERAL NOTES <br /> � \ Table Point <br /> t , ' Point Raw Description bD EIBVDNDNorthing ng EaBOng I. <br /> REFERENCE DEMOLIHON PLAN FOR REMOVAL LIMITSAND <br /> EXISTING INFRASTRUCTURE TO BE PROTECTED IN PLACE. <br /> I \ \ \ \„,',`.,, <br /> N 1 15 547.50 339674.35 1285704.73 <br /> 2. REFERENCE STRUCTURAL SHEETS FOR SLOPES OF <br /> \ \ \ tis • 2 TS&PC 547.50 339727.48 1285653.94 CONCRETE SLABS AND PERIMETER TRENCH DETAIL. <br /> $F� � - ,��" \.\ \\\ _. 3 15 548.25 339580.57 1285713.08 - _ 3. REFERENCE DWG C220 FOR PAVING UMRS. <br /> \.. ♦ �� _ T STRUCTURE SLABS PER DETAIL 2 <br /> Gg°�� I <br /> 7S 548.25 339580.57 1285713.08 4. PRP S A <br /> "'• E%ABOVE GROUND ON SHEET C57�E <br /> o '�°�� JET FUEL LINE \ 1S 548.00 339553.07 1285717.24 <br /> �y \ \\ �' \'- 5. NO IRON BEARING MATERIALS OR ALLOYS CAN BE <br /> o <br /> 033958807♦ • \ 33960823• FL 547.39 BOFJNG PROPERTY UNE R 547.00 FL 54700 339539.31 1285795.60 <br /> / / / / <br /> 1\ < / /\ 12 R 596.65 339810.58 1285795.80 <br /> \ \ \, L=46.7rR 30A \ / / CONSTRUCTION NOTES <br /> T=29.6: '' U / / / \ 13 TBC 547.47 339728.69 1285611.98 <br /> < / 14 FL 546.96 339728.12 1285611.38 ELL AROUND STRUCTURE 45-61 TO BE STRUCTURAL <br /> \ I - COMPACTED TODENSITY PER ASTM <br /> / `' ♦ 9°.0 FILL OM 950 MIN DRYr> j _ v / ♦ \ - 15 PC OF FL 546.73 339683.10 1285655.00 1557. <br /> ..._ ........1 \ /• ,� \��, < / •// h°1 16 PT OF FL 546.58 339667.94 1265688.76 <br /> • CANOPY 45-61 \ 17 FL&PT 546.46 339666.70 1285717.70 <br /> z� GUARD POST PER C150 C591• \_ / STORAGE AREA 18 TC&PC 547.20 339671.33 1285707.61 1 <br /> \ /// <br /> \ j ♦ L=11.3,R=15.0 <br /> 3 "A"TYPE CURB PERM()C5910 <br /> \ 'FLOYNNE \ N. Oj ♦♦ \.. <br /> • <br /> \ \ ® •- s.0� INSTALL CURB ON SLAB ON <br /> • \\ l�,, \ ® `I' iill T . \ - EAST AND WEST SIDE OF -5281 <br /> \ ' _- EX SW CATCH 45-62 AND GLYCOL TANK <br /> \ .,_..,_.., _ s • BASIN P905-3 STORAGE PAD PER <br /> \ d~\ GRADE AT PERIMETER OF THE SANITARY SEWER LIFT <br /> ... ....:4....y.. ....__ . o Yom) a: \ "� STATION TO BE KEPT AT EXISTING ELEVATIONS. <br /> Y \� \ AC PAVEMENT Tf\ n\ 1 !' <br /> �\ TAXIWAY TRANSITION U - <br /> LIMITS OF ZONEOElIC �\ �\ '� Q a <br /> NEUTRAINY I <br /> i \ ` 4 U. U U <br /> O <br /> i <br /> BOBNG 777X _V\ 548 i:I r r-11 <br /> � �� !- <br /> WING TIP PATH \ \ c CANOPY 45 62 <br /> /.. .. :....... .._�.�..\ -....... ,i�O,1111 III R L J L J .III STORAGE MULE <br /> /f/ ........ _. ....... ', \UN UNLOAD AREACOL ..:.` °- ``: 11.,.1.11-11-11-7L, STORAGE AREA BUILDING <br /> 45 54 <br /> • <br /> • <br /> . ' - - { .ILII 1 I II S FLOWLINE <br /> LJLJLAI <br /> • <br /> �f ,,... I . I �, I I I ,�,' ctso csso <br /> ............ <br /> • <br /> • <br /> ......... ._...._.._ \ © FLOWLINE a' _ ..... __ <br /> '� <br /> • GLYCOL TANKS �� ®R, ?� ' • <br /> "I I z • ISTORAGE AREA CONT41NMENT TRENCH,' • <br /> ..... _. ._ - ..... .. <br /> • <br /> SEE STRUCTURAL(TVP) <br /> 2,14!g ...iliJ <br /> ; t. i <br /> : ..... ..... ...1 ... ._ imirL.4 . <br /> PARTIAL PLAN <br /> o N c`If. <br /> SCALE: 1" 20' II �7� on <br /> 614611 <br /> pten=Rona <br /> Tos <br /> y um <br /> s <br /> KEY PLAN <br /> o SCALE: NONE N <br /> 20 10 0 10 20 40 <br /> �- - <br /> SCALE: 1:20 <br /> I <br /> 90%DESIGN-NOT FOR CONSTRUCTION ( 0) MIN H. <br /> SYIA REMSON BY APPROVED DATE SYM REVSIDN BY APPROVED DATE <br /> ACCEPTABILITY DATTAL <br /> NAE 02.12.16 SUBnnE CURRENT REVISION SYMBOL DATE <br /> THIS DESIGN AND/OR CHECKED GRADING PLAN 02.12.16 <br /> g)LA <br /> SPECIFICATION IS APROVED GARGEYA 02.12.16 SHEET <br /> O //V�® N�IRIEN Tn`E SKYDROL-GLYCOL FACILITY C150-03a <br /> APPROVED BY DEFT. DATE CHECKED 02.12.16 <br /> CHECKED <br /> APPROVEDLE 02.12.16 CANOPIES 45-61,45-62,AND 45-63 JOB NO. COMP NO. <br /> 17630644 <br /> APPROVED CIVIL MASTER EVERETT, WA "`°' 45-YD-C150-030 <br />