3003 W CASINO RD 2019 BLDG 40-22 Plans 2022-11-30

Alaki (1 ) 4" HS 4 FD-6 UGM110 140-022-4001 —M140.TIF 6" HR (1) 6" HR Q ) 2:: (1) 1 -1/3" HR L-C1 \ : w MATCH LINE — FOR CONTINUATION SEE SHT UGM125 BLDG 40-21 UP TO WEST POS. .� HYDRAULIC CONSOLE I� -- — — — — _....__,......_ _ _ _�_ �p s �-- 'IP . P.IO' ID (PSG) n- I ir 8 DOWNSPOUT • PD--{�— / +0 1 POINT U 7'0 • III 0 8„ OF CONNECTION UP TO 3" WASTE STACK tp 1 Ip (E) = EXISTING . FCO-1 FROM ABOVE 4'-4>, 8„ ® ,p = H/ HR HYDRAULIC RETURN 00 8 8 8" HS = HYDRAULIC SUPPLY <C —'UIsTO FCO-1 8,, 8,, _ UP TO _ TO r ! UP TO ID = INDIRECT DRAINrY Ae FCO 1 8 F 0-1 0 —1 8 FCO —1 CLD • ,) CLD CLD CLD CLD t i tot r� CLD CLD • , • t CLD f- 1 CO VALVE 4 (-4-- BACKWATER I T 5'-0" UGM110 140-022-4001 —M140.TIF 4,-4» UGM110 140-022-4001 —M137.TIF 4'-4" I= —' —� i , 10" STORM DRAIN CONNECT TO STORM UGM110 140-022-4001 —M141 .TIF SEWER SEE DWG Y-104 INV ELEV 98'-6" C ----\ RAC \ 01— S n- O LL_ 8" CLD Ill CONNECT TO STORM �— SEWER SEE DWG Y-104 1 -1/2 HS C )) INV. ELEV. 94'-5" 1/8" PER FT SLOPE 1 -1/2" HS D 3" ID _ 1 _1/2„ HS = w 6„ HR Lam, z J4 HHR © _ • �l r 1 -1/2" HS (UP) /1 1/8" PER FT SLOPE CO T , TIO \ 0 -S rid = ....._ UGM110, UGM115 M310 PROVIDE NEW HYDRAULIC SUPPLY AND RETURN PIPING < TO FEED CONSOLE. FIELD COORDINATE POINT OF CONNECTION TO EXISTING SUPPLY AND RETURN PIPING / 3/4" HS (UP) IN TRENCH. 1 -1/2" HS (UP) PROVIDE NEW HYDRAULIC SUPPLY AND RETURN PIPING FROM CONSOLE OUT TO USER POSITIONS. REFER TO it j _ • I HYDRAULIC FLOW DIAGRAM FOR ADDITIONAL • © INFORMATION. 1 -1/2" HR (UP) PROVIDE NEW INDIRECT DRAIN PIPING (SLOPED AT 1/8" 3/4" HR (UP) PER FOOT) FROM USER CONNECTION POINT TO DRAIN (---7-1 '.. CONNECTION IN PEDESTRIAN TUNNEL. CONTRACTOR TO UGM110, UGM115 M310 FIELD VERIFY POINT OF CONNECTION IN PEDESTRIAN TU\INL. 4" HS 6" HR I _F_RE\ C DRAW \ GS 1 I:\TIFF MECH 40—BLDGS\40-022\140-022-4001 —M109.TIF ©► 40-022—TNM111_AIR_COMP.DWG © 40-022—TNM110_WTR_COMP.DWG di I 2 TEDT@T ® 90\\\\\\\K • © I ';'T (DYG) , , 1 -1 4" HS (UP) /UGM110" UGM111 UGM112 UGM113 UGM114 �� 1 -1 4" HR UP / / 0 UGM110, UGM115 M310 4" HS UGM115 UGM116 UGM117 UGM118 UGM119 "1,— 6" HR UGM120 I UGM121 UGM122 UGM123 UGM124 0 0 . I KEY P_AN 3LDG 40-022 SCALE: NONE I 8' 4' 0 4' 8' 16' , I t SCALE: 1/8"=1 '-0" H MATCH LINE — FOR CONTINUATION SEE SHT UGM115 • DART AL L \ 3 =R C R 0 \ 3 D L V B I \ C i LA\ '‘‘ www.brph.com Copyright©2019 SCALE: 1/8"=1 '-0" `� Architects Engineers, Inc. - PROFESSIONAL STAMP & SIGNATURE State of Washington �� .,�� APPLIES TO WORK WITHIN THE CLOUDED Lynnwo19020 od, Washington,Ave W,Suit Certificate of Authorization Lynnwood, 98036 Architecture No.603235512 REVISION AREAS ONLY AS INDICATED 425-921-3500 Engineering No.3137 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY DCS 09/17/19 Fg itiI �� THIS DESIGN AND/OR CHECKED PARTIAL UNDERGROUND PLUMBING PLAN - A 09/17/2019 A ISSUE FOR PERMIT — 767 RATE INCREASE FA DCS KMB 09/17/19 ti� oY ryE'`Ff��U DCS 09/17/19 SPECIFICATION IS APPROVEDSHEET -- ~ '' ! ENGINEER TITLE 767 RATE INCREASE — FA U 0 .:fr ® ��&) r �t� 2. APPROVED BY DEPT. DATE KMB 09/17/19 ' CHECKED '� BUILDING 4a®0 JOB NO. M1 COMP NO. J ,�� m''''F� ti� APPROVED EVE-18-30055-602 IS �l, TFR �`:,:. SI0'vAL APPROVED DWG NO. _ .. MECHANICAL MASTER COL. D—D.5/1 -3 EVERETT, WA 40-022—UGM110-602