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L_ <br /> 014 0) <br /> Q <br /> MATCH LINE - FOR CONTINUATION SEE SHT UGM110 a n' <br /> POINT OF CONNECTION C� <br /> 4" HR (E) = EXISTING l <br /> HR = HYDRAULIC RETURN w <br /> 4" HS HS = HYDRAULIC SUPPLY <br /> ID = INDIRECT DRAIN Q <br /> • D = DRAIN n <br /> ilk IW = INDUSTRIAL WASTE <br /> Co <br /> I` <br /> I <br /> 1 -1/2" HS (UP) I I— <br /> 1 1 —1/2" HR (UP) rr <br /> I �� .� 6" HR (E) — — w <br /> UGM110, UGM115 M310 „ G -\ _RAL \ OT-S L <br /> � --' , � 4 H S <br /> n <br /> CD <br /> Li <br /> 44 W <br /> (!-) <br /> (I-) <br /> 1 <br /> lt <br /> 1 -1/ HR 2 1 -1/4"HS (UP) 4 <br /> )=- <br /> 1 -1/2" HS <br /> 3/4" HS (UP) -° <br /> 0 <br /> 2" ID (UP) C0 \ STR , CTIO \ \ OILS <br /> • 1 -1/2" HSir <br /> 1 co <br /> Co <br /> • • I <br /> ,,,,•„. �/ �, go- PROVIDE NEW HYDRAULIC SUPPLY AND RETURN PIPING <br /> V <br /> FROM CONSOLE OUT TO USER POSITIONS. REFER TO <br /> i <br /> 3/4" HR (UP) 2" ID HYDRAULIC FLOW DIAGRAM FOR ADDITIONAL <br /> 1 -1 /2'' HR / <br /> 3" ID INFORMATION. <br /> 1 -1/2" HR (UP) <br /> © PROVIDE NEW INDIRECT DRAIN PIPING (SLOPED AT 1/8" <br /> PER FOOT) FROM USER CONNECTION POINT TO DRAIN <br /> C CONNECTION IN PEDESTRIAN TUNNEL. FIELD VERIFY <br /> POINT OF CONNECTION IN PEDESTRIAN TUNNEL. <br /> 2" HR <br /> (2) 1 -1/2" HS 6" HR (E) \ . <br /> 4„ HS \\ <br /> 4„ HS (E) ---\ " LININGS <br /> \ A <br /> V 4"HS <br /> 6"HR (E) I (E) — 6" HR (E) <br /> Y <br /> N —t NW I:\TIFF\MECH\40-BLDGS\40-022\140-022-4001-M109,TIF <br /> [ /, I HR <br /> --z <br /> ",- D IW t� <br /> T \ � . 4�-:..i �0- -0 ��1-M110.TIF <br /> 40-022—TNM 111_AIR_COMP.DWG <br /> 1 " HR (E) 1/ 11P) I 11 / [. <br /> \— 1 -1/2"HS 1 -1/2"HR (UP) <br /> 4 40-022—TNM110WTRCOMP.DWG <br /> 1 -1/2HR 0 <br /> O 1 -1 2" HS UGM110, UG\A115 M310 3"D A 2 O O O8 EDYitto <br /> (3) / <br /> = 1 <br /> w UGM110 UGM111 UGM112 UGM113 UGM114 <br /> = S0 <br /> ����/ UGM116 UGM117 UGM118 UGM119 <br /> z UGM120 UGM121 UGM122 UGM123 UGM124 GOO <br /> o <br /> u <br /> c <br /> o KEY PLAN 3LDG 40-022 <br /> 101' <br /> SCALE: NONE <br /> lai <br /> 8' 4' 0 4' 8' 16' <br /> u <br /> (1 ) 4" HS (E) SCALE: 1/8"=1'-0" <br /> (1 ) 1 " HR (E) � • <br /> (3) 1 -1/2" HS <br /> UP TO EAST POS. <br /> HYDRAULIC CONSOLE <br /> UP TO <br /> FCO—1 ct * <br /> cl <br /> s <br /> MATCH LINE - FOR CONTINUATION SEE SHT UGM120 8"CLD .,. <br /> www.brph.com Copyright@ 2019 <br /> DART AL „ \ D -R C R 0 „ \ D D L, v B \ G p architects Engineers, Inc. <br /> SCALE: 1/8 =1 —0 FINISH FLOOR EL. 92 —0 1902033rdAveW,Suite530 State of Washington <br /> ` PROFESSIONAL STAMP & SIGNATURE Lynnwood,Washington,98036 Certificate of Authorization <br /> Architecture No.603235512 <br /> APPLIES TO WORK WITHIN THE CLOUDED 425-921-3500 <br /> . <br /> REVISION AREAS ONLY AS INDICATED Engineering No 3137 <br /> SYM REVISION _ BY APPROVED DATE SYM t REVISION BY APPROVED DATE ACCEPTABILITY DCS DRAWN <br /> DATE 09/17/19 SUBTITLE CURRENT REVISION — SYMBOL DATE <br /> ;�x vl. � `:; THIS DESIGN AND/OR CHECKED PARTIAL UNDERGROUND PLUMBING PLAN A 09/17/2019 <br /> A ISUE FOR PERMIT - 767 RATE INCREASE FA DCS KMB 09/17/19 �,- ov a�,'�r� SPECIFICATION IS APPROVED DCS 09/17/19 SHEET <br /> �a;,� r '%l ENGINEER TITLE <br /> 767 RATE INCREASE — FA <br /> f P <br /> . U, v lrt, G�' APPROVED BY DEPT. DATE KMB 09/17/19 <br /> , ....w ' , <br /> a _ . -- CHECKED <br /> M115 <br /> , ,... � ? _ JOB NO. COMP NO. <br /> -ib 7,,F,2,1897 is `s APPROVED BUILDING 0 0 EVE-18-30055-602 <br /> FI,. fo,\AL E �� APPROVED DWG NO. <br /> MECHANICAL MASTER COL. D.5—E/1 -3 EVERETT, WA 40-022—UGM115-602 <br />