Laserfiche WebLink
LEGEND <br /> ITS HYDRAULIC SUPPLY <br /> AWR AQUEOUS WASH RETURN <br /> HIP HYDRAULIC RETURN <br /> X HYDRAULIC PIPE ANCHOR <br /> HYDRAULIC PIPE GUIDE <br /> �� �� 8 HYDRAULIC LOW POINT DRAIN <br /> 5 5.5 6 6.5 7 � HYDRAULIC RETURN SINGLE BLOCK AND BLEED <br /> VALVE CONFIGURATION <br /> D�Da HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED <br /> VALVE CONFIGURATION <br /> 7� VALVE ASSEMBLY: 40-26-S-3 PIPE SUPPORT <br /> GENERAL NOTES <br /> 7 > VALVE ASSEMBLY: 40-26-R-3 1. SEE 40-026-MOI FOR PIPING SPECIFICATIONS <br /> MATCH LINE �SEE 40-026-UGM718 FOR CONTINUATION <br /> - -- -- -- -- -- -- -- - -- - -- -- - -- -- - -- <br /> SEE DWG UGM117 ®1"PPCW 8 2 1 3. IN ALL TUNNELS, UTILIDORS, AND TRENCHES WITH <br /> PIPE 1'-0" <br /> 1 5�4" SAN UGM122 M466 _ - FROM WALL N,� PROHYDVDELITHPIPING OLLOWINGPFLOORECOAIANGTUNNELS), <br /> 1 6 3 1 1/2" SAN UP NEOGARD 70714/70715 CHEMICAL RESISTANT PRIMER: 2 <br /> AN <br /> 0-026-UGM718 COMPONENT 100% SOLIDS EPDXY RESIN WITH A <br /> UGM122 UGM501 FOR CONTINUATION CYCOALIPHATIC AMINE HARDENER, AND NEOGARD <br /> DRAULIC SUPPLY 9 TYP 70714/70715 100% SOLIDS EPDXY (LP) COATING FINISH. <br /> 1 AND RETURN UP <br /> 1 TO FD #7 ®SEE STRUCTURAL DRAWING S665, DETAIL 10 FOR GUIDES. <br /> M VALVE NUMBER: I 5�SEE STRUCTURAL DRAWING S665, DETAIL 1 FOR <br /> 40-26HPU-40-2�-2 TOP PIPE RUNNING I I ANCHORS. <br /> 14" BELOW CEILING, <br /> I 4 6" OFF WALL ©BVHS20FH2242JA2UZZD, SAE C62 4-BOLT FLG, 316 <br /> 1 STAINLESS BODY, 316 BALL/SPINDLE, PEEK SEALS <br /> BUSHINGS AND WASHERS, EPR O-RING, W/ SR <br /> ACTUATOR. BI-TORQ, PN-145-SR SPRING W/ CAB LIMIT <br /> SWITCHES AND NAMUR SOLENOID. 1080 IN-LB. <br /> 2'-2 3/" 3"PPCW�1 FOR HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED <br /> UP 2'-10° VALVE ASSEMBLY, SEE DETAIL 3/M5XX. FOR HYDRAULIC <br /> - EILING) I RETURN SINGLE BLOCK AND BLEED VALVE ASSEMBLY, SEE <br /> I DETAIL 4/M5XX. <br /> ®FOR HYDRAULIC BERM CONTAINMENT DETAIL, SEE <br /> 1 VALVE NUMBER: 40-26-S-9 10 5 STRUCTURAL DRAWING 5/5305. <br /> SEE STRUCTURAL DRAWING S665, DETAIL 8 FOR <br /> VALVE NUMBER: 40-26-S-X 12 HYDRAULIC PIPE SUPPORTS. <br /> N VALVE NUMBER: 40-26-R-5 11 > <br /> w VALVE NUMBER: 40-26-R-X 13 = 10 SEE 1/M605-11 FOR HYDRAULIC SUPPLY LOW POINT <br /> Z 4 o DRAIN DETAIL. <br /> 8 v j 11 SEE 2/M605-11 FOR HYDRAULIC RETURN LOW POINT <br /> a w DRAIN DETAIL. <br /> SP SUMP WITH PUMP <br /> 67 S0"Ox4'DETAIL 2 12 SEE 2/M59X FOR HYDRAULIC SUPPLY HIGH POINT VENT <br /> A DETAIL. <br /> 8 UGM122 UGM506 UGM122 UGM505 I <br /> EXPANSION LOOP 1 13 SEE 3/M59X FOR HYDRAULIC RETURN HIGH POINT VENT <br /> 10 VALVE NUMBER: 40-2 -S-X EXPANSION LOOP 1 1/2" AIR LINE WITH BALL DN 3' <br /> 1 [Fa>40-26 <br /> VALVE NUMBER: VALVE UP TO 1ST FLOOR. 6 <br /> -R-X it VALVE NUMBER: 40-2 -R-X g (5' BELOW CEILING)1.11 fli GONSTRUGTON NOTES <br /> PSAN <br /> 1' 1' (TYP 2) 6" 1 ON TYP_4 _ _ _ _ _ _ _ C C PROVIDE NEW LABEL TO EXISTING PIPE AS <br /> 2 2' 2' 'PUMPED PROCESS COLD WATER" (PPCW). <br /> I 4 4 4 4 4 4" A 4 1 1/2" BELOW PROVIDE PPCW PIPE AND CONNECT TO EXISTING. <br /> 4" HYDRAULIC RETURN 5 CEILING I7 3"PPCW- I PROVIDE 1 1/2" SAN UP THROUGH SLAB. <br /> 9'-10 3/8" 2p' p" 20' 0" 8' 0" 6' 0" 20' 0" 20' 0" 22' 0" 4„ A 1 <br /> I 1 <br /> 2" HYDRAULIC SUPPLY I ® PROVIDE PPCW PIPE UP THROUGH SLAB. <br /> 1 PIPE RUNNING 2' BELOW SLOPE SAN AT 1/8" PER FOOT TO SP-88. <br /> CEILING, 6" OFF WALL <br /> \ � � � © COME DOWN IN CENTER OF HALL, IMMEDIATELY <br /> 2„ �� ROUTE ABOVE FP TO WALL. <br /> 1 C 1 3 5 7 11 <br /> I I I I I 0.9� 9� <br /> I BLDG 40+25 1 I J <br /> f N <br /> !6GM11t UGM111�GM1121UGM113JGM1141 M <br /> MATCH LINE I }JGM1IdUGM1161UGM1171UGM118UGM11d CD <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- <br /> SEE DWG UGM127 fi �%�/l/�l/D - —}— — N.7 0 <br /> PGM12gUGM121�JGM122UGM1231 GM124� <br /> rt <br /> K -0 <br /> P I GM125 ,,I126 GM127.UGM128�1GM12 <br /> BLDG 40-27 <br /> PARTIAL UNDERGROUND PLAN KEY <br /> SCALE: 1/8"=1'-0" FINISH FLOOR EL. 92'-0" NV f Vl ISSUED FOR CONSTRUCTION SCALE: NO N N <br /> V 8' 4' 0 4' 8' 16' <br /> PROFESSIONAL STAMP & SIGNATURE ENGINEERS <br /> APPLIES TO WORK WITHIN THE CLOUDED Seattle//Spokane//Baltimore DESIGN BY FSi DATE 03.14.24 <br /> REVISION AREAS ONLY AS INDICATED SCALE: 1/8"=1'-0" <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> M. Qy AccEPGN AND/OR <br /> RKE -n-92 PARTIAL UNDERGROUND PLUMBING PLAN <br /> RECORD DRAWING ISSUED TO OWNER MGM DJH 06.30.94 E AQUEOUS WASH POS 3 WBS252 JAL `SG 12.19.18 ��c°r Ntv,A� THIS DESIGN AND/OR CHECKEDW8861360 03.14.24 <br /> �< '6' SPECIFICATION IS APPROVED RKE 7-17-92 SHEET <br /> A 777 ML FA FEEDLINE JOB#535442-40 JHB FB/BAO 07,14.04 F 737 NORTH LINE — 40-26 WING TANK CLEANOUT W8861360 FSi KMC 03,14.24 BOE//VG® W • APPROVED BY DEPT. DATE RKE 7-17-92 TITLE 737 NORTH LINECH — 40-26 WING TANK CLEANOUT U G M 122 <br /> B 787 FA RECORD SET 555886 WH J. MENIKETTI 06.22.07 G 737 NORTH LINE — HYDRAULICS W8861360 FSi KMC 01 25.24 LIMM D <br /> MM 7-17-92 BUILDING 40-026 <br /> JOB N0. <br /> si 0. � COMP N0. <br /> C SXS RATE READINESS — RECORD SET W1426466 WH SAG 05.09.14 sssiaxe�ce`'� APPROVED LMM 7-17-92 WBS252 <br /> D MOVED AIR&WATER TO COMPOSITES - JPO - 03.23.17 APPROVED MECHANICAL MASTER COL. N.7-P/5-7 EVERETT, WA "'No. 40-026-UGM122 <br />