Laserfiche WebLink
LEGEND <br /> X HYDRAULIC PIPE ANCHOR <br /> HYDRAULIC PIPE GUIDE <br /> 8 HYDRAULIC LOW POINT DRAIN <br /> �a HYDRAULIC RETURN SINGLE BLOCK AND BLEED <br /> T <br /> VALVE CONFIGURATION <br /> T <br /> 7 �� VALDVE CONFIGURATIONAULIC SUPPLY OUBLE BLOCK AND BLEED <br /> PIPE SUPPORT <br /> GENERAL NOTES <br /> p$(�ry - 1. FOR AIR SYSTEM SEE DRAWING <br /> -- /�'- PSAN -- -- 131L�InI9 PG �B - MATCH LINE SEE B­UIILDING0-025 -- 1 I TNM111_AIR_COMPOSITE. <br /> - -- -- -- - - -- <br /> DRAIN INTO BLDG DRAIN ON FIRST FLOOR <br /> 40-25 FIRST FLOOR 2. FOR POTABLE AND PROCESSED WATER SYSTEM SEE <br /> HUB DRAIN DRAWING TNM1 1 0_WTR_COMPOSITE. <br /> ` I 3. IN ALL TUNNELS, UTILIDORS, AND TRENCHES WITH <br /> I <br /> HYDRAULIC PIPING (EXCEPT PEDESTRIAN TUNNELS), <br /> I PROVIDE THE FOLLOWING FLOOR COATING: <br /> NEOGARD 70714/70715 CHEMICAL RESISTANT <br /> PRIMER: 2 COMPONENT 100% SOLIDS EPDXY RESIN <br /> WITH A CYCOALIPHATIC AMINE HARDENER, AND <br /> NFOGARD 70714/70715 100% SOLIDS EPDXY (FP) <br /> 7 COATING FINISH. <br /> I <br /> a I ®PIPE GUIDES: ANVIL FIG. 257 TEE TYPE #3 PTFE <br /> SLIDE PLATE WITH HOLD-DOWN LUGS. SEE <br /> 3" DRAIN STRUCTURAL DRAWING 40-26-S665, DETAIL 10 FOR <br /> PIPE GUIDE ATTACHMENT DETAIL. SEE STRUCTURAL <br /> 2" SKYDROL UP LY INTO SUMP I DRAWING 40-26-S665, DETAIL X FOR STRUCTURAL <br /> 3" SKYDROL FETU N 2„ Sp SUMP WITH PUMP SUPPORT DETAIL. <br /> L:UGM!112UGM503 62 2'0x3' DEEP 40-26-5665, DETAIL 1 FOR ANCHOR STRUCTURAL <br /> HYDRAULIC SEE DETAIL 2"SAN UP THRU TUNNEL 5�PIPE ANCHORS: SEE STRUCTURAL DRAWING <br /> HYDRAULIC UGM112 UGM506 COVER, SEE DWGCONSOLE FOR CONTINUATION SEE 40-026-1M112 FOR I SUPPORT DETAIL. <br /> DWG M700B AIN CONTINUATION <br /> ©BVHS20FH2242JA2UZZD, SAE C62 4-BOLT FLG, 316 <br /> 3" DRAIN STAINLESS BODY, 316 BALL SPINDLE, PEEK SEALS <br /> - - - - - - - - - - - - - - - - - BUSHINGS AND WASHERS, EPR 0-RING, W/ SR <br /> ACTUATOR. BI-TORO, PN-145-SR SPRING W/ CAB <br /> 2' HY AULIC 2" PSAN OFFSET U 20° LOW POINT DRAIN LIMIT SWITCHES AND NAMUR SOLENOID. 1080 <br /> \ SUPPL 31W 2" PSAN 2"SAN TO SUMP 3^IW I IN-LB. <br /> PIPE RUNNING 5' BELOW <br /> \ CEILING, 6" OFF WALL 2 I STRUCTURAL FOR HYDRAULIC <br /> 5/5305.MENT DETAIL, SEE <br /> \ o UGM112 UGM500 <br /> 2" PSAN <br /> VALVE NUMBER: 40-26-R-X \ I ? ®PIPE SUPPORT: ANVIL FIG. 175. SEE STRUCTURAL <br /> 4 9 VE NUMBER: 40-26-S- DRAWING 40-26-5665, DETAIL 8 FOR HYDRAULIC <br /> DRAULIC \ E PIPE SUPPORT ATTACHMENT DETAIL. SEE <br /> IR TURN \ 1 ALVE NUMBER: 4 -S-X / \ I STRUCTURAL DRAWING 40-26-S665, DETAIL X FOR <br /> \ / STRUCTURAL SUPPORT DETAIL. <br /> 12 VE NU 40-26-R-X <br /> 4 �o SEE 1/M605-11 FOR HYDRAULIC SUPPLY LOW <br /> Q i 7 0 \\ /� C I U g POINT DRAIN DETAIL. <br /> w \\ 10 SEE 2/M605-11 FOR HYDRAULIC RETURN LOW <br /> z P 8 I POINT DRAIN DETAIL. <br /> 11 SEE 2/M59X FOR HYDRAULIC SUPPLY HIGH POINT <br /> E \ \ VENT DETAIL. <br /> R' \ UGM112 M700B <br /> UP 2' 12 SEE 3/M59X FOR HYDRAULIC RETURN HIGH POINT <br /> VENT DETAIL. <br /> TO 1' BELOW/ \ <br /> CEILING / o \ I T REFERENCE DRAWINGS <br /> //� \ I CONSTRUCTION NOTES <br /> 4 \ I SEE NEW PPCW PIPING ON SHEET M7006. <br /> \ I I I <br /> 4 VALVE NUMBER: \ 09 1 3 5 7 911 <br /> 11' <br /> 40-26-S-X \ I BLDG 40t25 1 <br /> 9 7 A/P #4 — — — — ---- ---- <br /> I N <br /> FOR SERVICE PIPING TO A/P \ I 1JGM11d,UGM111UGM112IUGM113�1GM114,1 co <br /> - _ UDT_T PLY AND- - - - - - - - - - - - - - - - - - - - - - - - �I\I -----+--- 7UGM1 <br /> 4 SEE DWGS M700 & M712. / <br /> 6 Y6RAULfC SOPPL�ANI� IJGM115IUGM1161UGM1171UGM118UGM110I � <br /> MATCH LINE SEE DWG UGM117 I- - -- -- - f N.7 0 <br /> IPGM12PUGM1211UGM122jUGM123JGM12411 m <br /> PARTIAL UNDERGROUND PLAN �GM12rtUGM126GM127�GM128C�GM12 -0 <br /> SCALE: 1/8"=1'-0" FINISH FLOOR EL. 92'-0" <br /> N - R <br /> BLDG 40-27 <br /> KEY <br /> P SCAL <br /> F#MEERS <br /> SCALLAN <br /> E: NONISSUED FOR CONSTRUCTION <br /> PROFESSIONAL STAMP & SIGNATURE 4' 2' 0 4' 8' 12' 16' 20' <br /> APPLIES TO WORK WITHIN THE CLOUDED Seattle//Spokane//Baltimore DESIGN BY FSi DATE 0.3.14.24 <br /> REVISION AREAS ONLY AS INDICATED <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN <br /> RKE 7-17-92 SUBTITLE CURRENT REVISION SYMBOL r DATE <br /> . C/y"a TI ISAC DESIGN AND/oR CHECKED PARTIAL UNDERGROUND PLUMBING PLAN W8861360 03.14.24 <br /> RECORD DRAWING ISSUED TO OWNER MGM DJH 06.30.94 E MOVE AIR&WATER TO COMPOSITES — JPO — 03.23.17 tpc sv'Tt SPECIFICATION IS APPROVED RKE 7-17-92 SHEET <br /> A COLD WATER PIPING DEACTIVATED MJP CFH 09.10.98 F 737 NORTH LINE— 40-26 WING TANK CLEANOUT W8861360 `Si KMC 03.14.24 APPROVED BY DEPT. DATE RKEN 7-17-92 TITLE 737 NORTH LINE — 40-26 WING TANK CLEANOUT U G M 112 <br /> BOE/A/G ECED <br /> B 787 SURGE LINE— RECORD WH SAG 10.15.12 G 737 NORTH LINE— HYDRAULICS W8861360 `Si KMC OL �H K <br /> 25.24 LMM 7-17-92 BUILDING 40-026 <br /> q L RE H APPROVED JOB N0. COMP N0. <br /> C 5X5 RATE READINESS— RECORD SET 13884121 WH SAG 03.21.14 ss1oxAL ENc LMM 7-17-92 — <br /> D PIW SYSTEM EVAL JD WL/JJ 04.13.15 APPRoveD MECHANICAL MASTER COL N-N.3/5-7 EVERETT, WA Dwc No. 40-026-UGM112 <br />