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LEGEND <br /> AWR = AQUEOUS WASH RETURN <br /> X HYDRAULIC PIPE ANCHOR <br /> — HYDRAULIC PIPE GUIDE <br /> 9 2 8 HYDRAULIC LOW POINT DRAIN <br /> �4 HYDRAULIC RETURN SINGLE BLOCK AND BLEED <br /> VALVE CONFIGURATION <br /> D�D4 HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED <br /> VALVE CONFIGURATION <br /> GENERAL NOTES <br /> I MATCH LINE 1. FOR AIR SYSTEM SEE DRAWING TNM111_AIR_COMPOSITE. <br /> SEE DWG UGM115 H s <br /> 2. FOR POTABLE AND PROCESSED WATER SYSTEM SEE <br /> C UGM120 UGM501 DRAWING TNM110—WTR—COMPOSITE. <br /> :IJGMT120M4C6 <br /> ALL PIPING AND EQUIPMENT WITHIN CLOUDS IS EXISTING <br /> 1"PPCW UNLESS NOTED OTHERWISE. <br /> REVISED AQUEOUS WAS RETURN ROUTING PER RFI 005 <br /> (PROLOG 11001, 07/24/17). <br /> 3. IN ALL TUNNELS, UTILIDORS, AND TRENCHES WITH <br /> HYDRAULIC PIPING (EXCEPT PEDESTRIAN TUNNELS), <br /> PROVIDE THE FOLLOWING FLOOR COATING: <br /> NEOGARD 70714/70715 CHEMICAL RESISTANT PRIMER: 2 <br /> COMPONENT 100% SOLIDS EPDXY RESIN WITH A <br /> CYCOALIPHATIC AMINE HARDENER, AND <br /> NEOGARD 70714/70715 100% SOLIDS EPDXY (EP) <br /> 4" CW COATING FINISH. <br /> 6" A I ®SEE STRUCTURAL DRAWING S563, DETAIL X FOR GUIDES. <br /> 5�SEE STRUCTURAL DRAWING S563, DETAIL X FOR <br /> ANCH <br /> IN © BVHSZOOFH2242JA2UZZD, BVHS 2" SAE C62 4—BOLT <br /> EEG, 316 STAINLESS BODY, 316 BALL/SPINDLE, <br /> z_ PEEK SEALS BUSHINGS AND WASHERS, EPR O—RING, <br /> J W/ SR ACTUATOR. BI—TORQ, SPRING W/ CAB LIMIT <br /> SWITCHES AND NAMUR SOLENOID. 1080 IN—LB. <br /> w <br /> � N <br /> I SKYDROL SUPPLY UGM1121M5XX UGM120 UGM504 66 SUMP WITH UM REFERENCE DRAWINGS <br /> UGM120 UGM504 LOW POINT DRAIN <br /> SKYDROL SUPPLY AND 2'0 X 3' DEEP <br /> RETURN UP TO FD #10 SKYDROL RETURN UGM1122M5XX PIPE RUNNING 2'-2" BELOW 2 PSAN SEE DETAIL <br /> LOWLOW POINT DRAIN CEILING, 6" OFF WALL CONSTRUCTION NOTES <br /> 40-026—N.9-01.3 2" PSAN 40-026 N.9-02.0 UP 8" UGM120 U M50 <br /> DN 6" � C � PROVIDE PPCW PIPE UP THROUGH SLAB. <br /> 40 026—N.9— 1. — — 2. FILL IN HYDRAULIC DRAIN TRENCHES. CONSULT <br /> 20'-0" 21'-0" 10'-6" 20'-0" ARCHITECT AND BOEING FOR LOCATION AND <br /> say sµ sµ 4' 4' say sµ 20'-5 3/58µ —1 1/2' EXTENT OF FILL. <br /> EXPANSION END AND C <br /> SP SUMP WITH PUMP LOOP 2" PSAN 4" CW 4" A <br /> 65 2'0 X 3' DEE�- <br /> SEE DETAIL PIPE CEILING,RUNNING6" OFF WALL <br /> UGM120 UGM506 <br /> 2" PSAN—' 2" SKYDROL SUPPLY <br /> 4" SKYDROL RETURN <br /> I I I I <br /> I I I MATCH LINE 1 T <br /> 5 7 9 <br /> SEE DWG UGM125 09 B DG 40 25 <br /> —��— — — — — 1 1 P N <br /> GM11 UGM111UGM112JGM113 GM11 <br /> r� <br /> N.3 I <br /> GM11 JGM1161JGM117JGM118 GM11 <br /> PARTIAL UNDERGROUND PLAN �I "' <br /> SCALE:1/8"—V-0" FIN. FILE. ELEV. 92'-0" GM12 UGM121UGM122JGM123 GM12 P m <br /> GM12 UGM126UGM127UGM128 GM12 <br /> R <br /> BLDG 40-27 <br /> KEY PLAN <br /> F#MEERS <br /> ISSUED FOR CONSTRUCTION SCALE: NONEPROFESSIONAL STAMP & SIGNATURE 4' 2' 0 4' 8' 12' 16' 20' <br /> APPLIES TO WORK WITHIN THE CLOUDED Seattle//Spokane//Baltimore =';LII'I E' i DATE 03.14.24 <br /> REVISION AREAS ONLY AS INDICATED <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAAIl C^.T- �U3-LE CURRENT REVISION SYMBOL DATE <br /> A MOVED AIR&WATER COMPOSITES - JPO - 03.23.17 M. cyq AccEPTABWTY PARTIAL PLUMBING PLAN-TUNNELS W8861360 G 03.14.24 <br /> a wn�O <br /> pti SPEDIFICATION IS APPROVED SHEET <br /> B AQUEOUS WASH POS 3 wBs252 JFBBOE/A/G® W ENGINEER TITLE 737 NORTH LINE — 40-26 WING TANK CLEANOUT U G M 120 <br /> APPROVED BY DEPT. DATE <br /> C 737 NORTH LINE— 40-26 WING TANK CLEANOUT W8861360 FSi KMC 03.14.24 3B x CHECKED <br /> i5i a� �� APPROVED BUILDING 40-26 JOB N0, COMP NO. <br /> D 737 NORTH LINE— HYDRAULICS W8861360 FSi KMC 01.25.24 SS��NRL ENS\ WBS252 <br /> APPROVED MECHANICAL MASTER COL N.7—P/0.9-3 EVERETT, WA DWG NO. 40-21—UGM120 <br />