3003 W CASINO RD 2021 BLDG 40-51 Plans 2023-01-25

® FLOOR WATER DRAIN TO TRENCH < 0 9 PUMP: PPWP-19 PPWP-2 50 GPM AT 23 FT 56�9 (4) STRINGER PREP BOOTHS 1 P,1750 RPM 4OV/3PH/60HZ MFG: PAC O DRAIN FROM AIR DUCT MOD: 1570-0 SLD < OF PREP BOOTHS 0 z Lj SUMP: VPB #1 CAP: XXX GAL M PIW OTBD DIM: XXX m x (n 5 2" GALV SCH 40 LINED: XXX I //_ PUMP: N/A XXX GPM AT XX FT ® AIR INLET AT XX PSI a MFG: XXX MOD: XXX co CD - PUMP: PPWP-3, PPWP-4 V' ' ® 50 GPM AT 23 FT V) cn co 67 ® PIeW ®TDB 9 99 _ 906 1.5 � -- IW OTBD --8" CD u - � _ 2 GALV SCH 40 1 HP, 1750 RPM XX SCH XX 40V/3PH/60HZ � PIW ®TDB � MFG: PACO IW OTBD 699 CS SCH 4O MOD: 1570-0 SLD 49' XX SCH XX C 0 ® Iml m V PUMP: P1 - ® � 1050 GPM AT 40 FT �' _ 4 XX" XX98 �XX" SUMP. VPB 2 C 15 HP, 1 BOO RPM SUMP: AW-5 CAP: XXX GAL 40V/3PH j6OHZ CAP: XXX GAL DIM: XXX � 144 GPM MFG: DIM. XXX LINED: XXX 3 1,000 GPD AVG MOD: VERTICAL TURBINE LINED: XXX 2K3X2US-62RV M3US - 10 x SS SCH �� FROM OLDG 40-2_ PIW 0500 (RELABELED B250 GPM 1 0' TDH 3X2 7.62" IMP 399SS U, I �, ®� � � 10 40—YD—M3-07 4!' SS SCH 40 30 HP 3550 RPM P-10 i � 0-) /-,::2:> 6 o_ � a- 9 106 (155) GPM PIW 0300 - PIW - 0500 RELABELED 4" SS SCH 40 5�000 (1 �,600) GPD AVG - SS SCH 40 _ 49' 1 14,000 (42,000) GPD MAX . PIW 0400 -- — -- -- - PUMP: P-7 & P®S crj � a, 300 GPM AT 150 FT P9 P10 SUCTION TANK OVRFLW 3" X2" -i.19" _ 6'SS SCH 40 25 HP, 3525 RPM C SS SCH 40 460V/3PH/60HZ MFG: DURCO cn P®7 PmS MOD: 2K3X2US- 2RV/7.1 CD SCH 40 SS SCH 10 SSxSS x FF cn TANK OVRFLW - 6 10 TANK: EV®405- 1 � cn m gg TYPE: DOUBLE -WALLED I CAP: 10,000 GAL DIM: 1099O x10' LONG EAST SUMP: EV-112 WEST SUMP: EV-112 INNER TANK: SS INTERIOR 6 CAP: 1y,066 GAL CAP: GAL' OUTER TANK: SS EXTERIOR DIM: 110 x40 x56 DEEP 99543fe DIM: 56 x40 x56 DEEP LINED: EPDXY NOVOLAC 0 MILS PO P10 SUCTION -- -- _ 6' x " SS SCH 10 LINED: EPDXY NOVOLAC 80 MILS 40-51 NORTH PIW SUMP �LgI.��L: SYM REVISION BY APPROVED DATE SYm REVISION BY APPROVED DATE ORIG MIN DESIGN STUDY 20808468 KJ JMF 02.14.20 A PIS/ UPGRADES ADDENDUM A 206064611 KJ JMF 01.25.21 — — N PIW UPGRADES ADDENDUM A DGN-01 20808468 KJ:[:: JMF 04.311 0.21 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 02.14.20 5 N ' 8 } APRIpp 30, 2021 GENERAL NOTES: �j j` GPM FLOW RATE FROM FIELD MEASUREMENTS. GPD AVG AND MAX ESTIAMTED FROM 3 MONTH HISTORICAL DATA OF PUMP RUN DURATION AND FREQUENCY, HEADER PIPE SHOWS FUTURE ESTIMATED FLOWS W PARENTHESES. 2 GPM FLOW RATE FROM HYDRAULIC MODEL RESULTS. GPD AVG AND MAX FLOWS PROVIDED BY BRPH "INDUSTRIAL WASTE 40-5 BUILDING SUMMARY.' HEADER PIPE SHOWS FUTURE ESTIMATED FLOWS IN PARENTHESES. Ej> AVERAGE GPD FLOWRATES ESTIMATED BY COMPARING 3 MONTH HISTORICAL DATA DIFFERENCE BETWEEN FACTORY FLOW TO 40-51 SUMP AND 40-51 SUMP DISCHARGE. 3,000 GPD ESTIMATED FOR 40-51 PAINT HANGER BUILDING PIW AND GRAVITY TO 40-51 SUMP. MAX GPD FLOWRATE ESTIMATED ASSUMING A PEAKING FACTOR 0 F 3. 4 COMBINED ESTIMATED GPD AVG AND GPD MAX FOR BOTH GRAVITY AND PUMPED SYSTEMS WITHIN 40-51 BUILDING. 3,000 GPD AVG FROM BOEING PFD ESTIMATES. 16,000 GPD MAX FROM BOEING PRELIMINARY TANK ASSESSMENT ESTIMATES AND ASSUMING LARGE PEAKING FACTOR DURING SIMULTANEOUS SYSTEM OPERATION WITHIN 40-51 BUILDING. 2" DIAPHRAGM PUMP. SEE 40-51 EQUIPMENT LEGEND FOR MORE PUMP INFO. 6 PIPING ENTERS 40-51 BUILDING PLENUM. SINGLE WALLED SS SCH 40. 4 -64 0- 0 1 ,! REMOVALOF D! P A PIW 0600 IN UTILITY TRENCH INSIDE 51 I!G AND IN A UTILITY TRENCH IMMEDIATELY OUTSIDE OF 40-51 BLDG RUNNING SOUTH ADJACENT TO BLDG. ND R\EDUCED SCOPE: REMOVAL OF PIW 0300 FROM B235 IN tLDG AND REMOVAL OF PIW 0400 FROM SOURCE PIPING TO 40-51 SUMP WILL BE BY OTHERS. MAINTAINED IN SCOPE: NEW _ ! SS BY SS PIW 0A . ' PIW 0500 FROM B2.75 IN 40-21 BLDG THROUGH STEAM TUNNEL TO BE INSTALLED WITHOUT CONNECTION TO EXISTING LINES. CONNECTION TO BE PERFORMED BY OTHERS. CURRENT REVISI*N 20808469 ON DATE 04.30.21 C4