3003 W CASINO RD 2024 BLDG 40-26 Plans 2026-01-02 (3)

LEGEND CONSTRUCTION NOTES SEE MOO FOR MECHANICAL LEGENDS AND ABBREVIATIONS. X HYDRAULIC PIPE GUIDE HYDRAULIC G AWR= AQUEOUS WASH RETURN B HYDRAULIC LOW POINT DRAIN SEE NEW PPCW PIPING ON SHEET M700A. FOR CONTINUATION PIW = PUMPED INDUSTRIAL WASTE �a HYDRAULIC RETURN SINGLE BLOCK AND BLEED SEE DWGS 40-25-UGM504 N'= CHECK VALVE VALVE CONFIGURATION & 40-25-M712. � HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED 3 3.5 T 45 4" HYDRAULIC rj VALVE CONFIGURATION 3" SKYDROL SUPPLY RETURN PIPE SUPPORT 6" SKYDROL RETURN PIPE RUNNING 18" 1/2" HPA AFF, 6" OFF WALL GENERAL NOTES 2" HYDRAULIC_ PSAN _ 1/2" 1. FOR SERVICE PIPING TO A/P #5 SEE DINGS M700A AND M712 71 5'-11 1/2" r rt PLY I I_ _ _ _ � � 2. IN ALL TUNNELS, UTILIDORS, AND TRENCHES WITH L J L J ---- --- -g-- - HYDRAULIC PIPING (EXCEPT PEDESTRIAN TUNNELS), L_ _J 10 VALVE NUMBER: 40-26- -7 11 3 12 VALVE NUMBER: 40-25-R-10 10 PROVIDE THE FOLLOWING FLOOR COATING: VERTICAL EXPANSION & 40-26-R-11 NEOGARD 70714/70715 CHEMICAL RESISTANT PRIMER: 1 2 COMPONENT 100% SOLIDS EPDXY RESIN WITH A LOOP 4'x2'x4' 10 VALVE NUMBER: 40-26-S-8 14 CYCOALIPHATIC AMINE HARDENER, AND G --------- -9-- - - - I I NEOGARD 70714 70715 100% SOLIDS EPDXY EP 2 1/2" PSAN 10 VALVE NUMBER: 40-26-S-8 13 11 COATING FINISH./ ( ) 3" SKYDROL SUPPLY 12 VALVE NUMBER: 40-25-R-10 10 6" A 6" SKYDROL RETURN & 40-26-R-11 PIPE GUIDES: ANVIL FIG. 257 TEE TYPE #3 PTFE 1 2 HPA 20-0 1 1 SLIDE PLATE WITH HOLD-DOWN LUGS. SEE 3" SKYDROL SUPPLY - ------ - 11 VALVE NUMBER: 40-26-S-8 10 4" SKYDROL RETURN STRUCTURAL DRAWING 40-26-5665, DETAIL 10 FOR 1/2" HPA 3 PIPE GUIDE ATTACHMENT DETAIL. SEE STRUCTURAL 1„1/2" W 2 1/2" DRAWING 40-26-S665, DETAIL X FOR STRUCTURAL VICTAULIC BLIND I SUPPORT DETAIL. FLANGE SKYDROL PIP 0 A - ------------------ - VALVE NUMBER: 40-26-R-12 7 10 ® PIPE ANCHORS: SEE STRUCTURAL DRAWING HYDRAULIC C SOLE B UG 111 UGM5 1 2 '-0" \\ 3" SKYDROL SUPPLY 40-26-5665, DETAIL 1 FOR ANCHOR STRUCTURAL / UGM111 UGM502 2" SKYDROL SUPPLY SUPPORT DETAIL. (\ 3" SKYDROL RETURN 'VALVE ASSEMBLY: 40-26-S-X 5 10 \ 2-1/2" VA 6" A 6" A 5 10 VALVE ASSEMBLY: 40-26-R-X 4"-SKYDROL RETURN \ FOR HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED 3" SKYDROL SUPPLY 3" SKYDROL SUPPLY 1/2" HPA I VALVE ASSEMBLY, SEE DETAIL 3/M5XX. FOR \ 4" SKYDROL RETURN HYDRAULIC RETURN SINGLE BLOCK AND BLEED VALVE 1/2" HPA 4" SKYDROL RETURN ZUP 4.5' LPA2-1/2 VAC 1/2" HPA P PIPE 3"IW\ ASSEMBLY, SEE DETAIL 4/M5XX. } o B © FOR HYDRAULIC BERM CONTAINMENT DETAIL, SEE 1 \ VERTICAL UP 1/2' 4 I w UGM111 UGM501 STRUCTURAL DRAWING 5/S305. 3" 10 0 \ 3" IW EXPANSION 3 — UP 9' (18 PIPE RUNNING 4 LOOP 8'x4'x8' UP 1 1/2' 3 3 I' BELOW CEILI z 6"A BVAL40FM4322JA2TZZD0 - BVAL 4" C61 4-BOLT FLG, 3'-4" BELOW DN 1/2' (GUIDE 2" SKYDROL SUPPLY ALUM, BRASS, PTFE, EAR, W/SR ACTUATOR & DUAL LS WALLNG, 6" OFF 1 6" OFF ELBOW) 3" SKYDROL RETURN / / W SWITCHES, NORM CLOSED. BI-TORQ W CAB LIMIT \ _ _ _ _ _ _ 6 2" HYDRAULIC - 3 I 1/2 HPA SWITCHES AND NAMUR SOLENOID. 400 IN-LB. SUPPLY _4"-HYDRAULIC-- 2" HYDRAULIC ® PIPE SUPPORT: ANVIL FIG. 175. SEE STRUCTURAL --- SUPPLY DRAWING 40-26-5665, DETAIL 8 FOR HYDRAULIC 4 \ 14'-0" 20'-0" 18'-0" 9'-0" 18'-0" 20'-0" 14 0" RETURN T DN 4' (5' BELOW UP 6" 3 DN 56" DN 4' 4 3 - CEILING) 4" HYDRAULIC PIPE SUPPORT ATTACHMENT DETAIL. SEE STRUCTURAL (5' BELOW CEILING) UP 1' THROUGH RETURN DRAWING 40-26-5665, DETAIL X FOR STRUCTURAL 14'-8 1/ " ( SUPPORT DETAIL. \ UGM111 M459 WALL AT 1' PIPE RUNNING 5' BELOW SP SUMP WITH PUMP I CEILING, 6" OFF WALL 9 HEAVY DUTY PIPE SUPPORT: ANVIL FIG. 257 TEE TYPE 1 BELOW CEILING) 3'-10" BELOW CEILING, \ �� 70 30"0 X 4' DEEP I #1 WITH PTFE SLIDE PLATE. SEE STRUCTURAL 26" OFF WALL SEE DETAIL P y VALVE ASSEMBLY: 40-26-S-X 5 DRAWING 40-26-5665, DETAIL 9 FOR HEAVY DUTY \ 4"PIW \ I 10 HYDRAULIC PIPE SUPPORTS ATTACHMENT DETAIL. SEE HYDRAULIC RETURN 2 \ UGM111 UGM506 3 I , STRUCTURAL DRAWING 40-26-5665, DETAIL X FOR LOW POINT DRAIN UGM112 M5XX \\ \ \\ 2 VALVE ASSEMBLY: 40-26-R-X 5 10 STRUCTURAL SUPPORT DETAIL. VERTICAL EXPANSION HYDRAULIC SUPPLY \ LOOP 4'x2'x4' 1 '-0" 10 SEE DRAWING 40-26-MXXX, DETAIL X FOR SPRAY LOW POINT DRAIN UGM112 M5XX \ \ VERTICAL EXPANSION I SHIELD. LOOP 5'x4'x5' 11 SEE 1/M605 11 FOR HYDRAULIC SUPPLY LOW POINT I� A/P #5 -- DRAIN DETAIL. I� SEE NOTE #2 \ \\ 4 12 SEE 2/M605-11 FOR HYDRAULIC RETURN LOW POINT I� CONTAINMENT DRAIN DETAIL. o BERM SEE M59X FOR HYDRAULIC SUPPLY HIGH POINT //�� VENT DETAIL. 10 VALVE NUMBER: 40-26-SrX 11 '_0" z UGM111 M700A 14 SEE 3/M59X FOR HYDRAULIC RETURN HIGH POINT 12 VALVE NUMBER:MIBER: 40-26-R-X 10 VENT DETAIL. tc O \ ---------- 14-9- --- - 10 VALVE NUMBER: 40-26-R-X VERTICAL EXPANSION REFERENCE DRAWINGS / \ LOOP 8'x4'x8' 10 VALVE NUMBER: 40-26-S-X 13 O \ -----------3----- +- 12 VALVE NUMBER: 40-26-R-X 10 0.9� t t1 / \ 2" , 11 VALVE NUMBER: 40-26-S-X 10 I j B[DG 40 fi25 -0" ---- ---- - - 2" HYDRAULIC I�GM11lGM112UGM113�JGM114�4' HYDRAULIC - - - - - - o SUPPLY RETURN jWGM1150GM1161,JGM1170GM118111 M1111 - - - -- -- Q -- -- -- -- --�- 8 PIPE RUNNING 18" AFF, - - - -r- o -- --I - ---- --- 3 --- - 6" OFF WALL -_ I 3 �GMI2GM12GM127tJr GM128UGM12� m MATCH LINE SEE DWG UGM116 - - ---- ----- -- - - �I I I I I II BLDG 40-27 PARTIAL UNDERGROUND PLAN A. KKEYPLAN N SCALE: 1/8"=V-O" FINISH FLOOR EL. 92'-0" \I ISSUED FOR CONSTRUCTION SCALE: v 8' 4' 0 4' 8' 16' PROFESSIONAL STAMP & SIGNATURE ENGINEERS a APPLIES TO WORK WITHIN THE CLOUDED Seattle//Spokane//Baltimore DESIGN BY FSi DATE 03.14.24 SCALE: 1/8"=1'-0" REVISION AREAS ONLY AS INDICATED SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBWLE CURRENT REVISION SYMBOL LATE - RECORD DRAWING ISSUED TO OWNER - MGM DJH 06.30.94 E AQUEOUS WASH POS 3-RECORD WB oS 252 CBJ FSG 12.19.18 THIS BAND R CHECKED 10 O6 17 S a q LSGPARTIAL UNDERGROUND PLUMBING PLAN W8861360 03.14.24 1 k' � SPECIFICATION 1Q O6 7 SHEETCATION IS APPROVED N A 787 FA RECORD SET 555886 WH C LARSON 06.22.07 F 737 NORTH LINE- HYDRAULICS W8861360 FSi KMC 01.25.24 ® �" x APPROVED BY DEPT. DATE FSG 10 O6 17 TITLE 737 NORTH LINE - 40-26 WING TANK CLEANOUT BOE�HG B 787 SURGE LINE- RECORD - WH SAG 10.15.12 G 737 NORTH LINE-40-26 WING TANK CLEANOUT W8861360 FSi KMC 03.14.24 CHECKED U G M 111 BUILDING 40-026 C PIW SYSTEM EVAL — JD WL/JJ Q4.13.1$ fs • G��E APPROVED JOB NO. WBS 252 COMP N0. S/ONRL EN D MOVE AIR&WATER TO COMPOSITES - JPO - 03.23.17 APPROVED MECHANICAL MASTER COL. 3-5/N-N.3 "EVERETT, WA,, DWG No. 40-026-UGM111