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Mechanical-Site_PlanU O L m 0 i rn LL X w 0 I r` LO O 0 N X UI -0 0 rn n H 0- 0 w O r` LO O 0 N X H 0- 0 rn 0- 0 w O r` LO O 0 N X U) 0 0 0 m I O LO O 0 N X 0- 0 rn 0 Will 0 r` LO �C) 0 E o N a X U)m =) a- U E c) Q � o M � �I � o o r` N LO O O N o X O Q �Q 0 CO 0 of of LO LO O O 00 N X iv E m m� L C N � U -0 X w of LO �o U O X 0 O -0 (T) cC x U w d of LO 0 of o L) X o — 0 o a N � 0 X O w E of w LO 0 o 0 m X m 5 -6 E M c U m W 0 X Z 0 10 20 Scale in Feet GENERAL MECHANICAL NOTES: SEE DWG M-5.' 1. LOCATION AND SIZES OF PIPING, UTILITIES, AND EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PIPING AND EQUIPMENT LOCATIONS AND DIMENSIONS -___________ SHOWN PRIOR TO CONSTRUCTION. I 2. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER I ® ® I REQUIREMENTS AND TOLERANCES. 3. CONTRACTOR SHALL VERIFY EQUIPMENT ELEVATIONS, LOCATIONS, INTERFACES, AND I _ --- _------- 17 CONNECTIONS. I SEE DWG MI-2 10 4. SEE DWG G-10 FOR EQUIPMENT LIST. I I SCREEN 5. SEE DWG G-10 PIPING SCHEDULE AND PROCESS VALVE LIST. SUPPORT PIPING IN ROOM ACCORDANCE WITH PIPE SCHEDULE ON G-10. I I I II 6. PROPOSED EQUIPMENT AND COMPONENTS NOT SHOWN IN THEIR ENTIRETY FOR CLARIFICATION. CONTRACTORS AND MANUFACTURERS TO FIELD VERIFY AND COORDINATE WITH ALL MANUFACTURER COMPONENTS AS REQUIRED. , oll 7. INSTALL GRATING AND RAILINGS PER STRUCTURAL AND ARCHITECTURAL DRAWINGS, TYP. I m II I �E3® I• 8. CONTRACTOR SHALL CONDUCT FINAL AIR BALANCING AND AIRFLOW MEASUREMENTS OF EXISTING ODOR CONTROL SYSTEM ONCE MODIFIED AS SHOWN ON DRAWINGS. I — 9. EQUIPMENT AND PIPING SUPPORTS/HANGERS/BRACING SHOWN ON MECHANICAL DRAWINGS I . ARE SCHEMATIC IN NATURE. CONTRACTOR SHALL DESIGN THE EQUIPMENT AND PIPING I I SUPPORTS IN ACCORDANCE WITH STRUCTURAL REQUIREMENTS LISTED ON STRUCTURAL I I. DRAWINGS.----- i I r I I — ----- NO CITY WATER TO THIS BUILDING FROM i Pi I THE SOUTH SEE DWG M- 14 I 1- i In I. Ile I. III I NO RT TM S If HEADWORKS I BUILDING --- 103 CRIBED X _I- - �. SEE DWG M-12 I F — — — — — — ~ i II T7 YD 1592 ® ® I Ill `_� I\ L' I' ---------- RIM 23.56' \ INITITE III SEE DWG M-7 i. . • I -- ------ --- --- ID FAN MCC .'. y,. ROOM r I 4 4 w A APw NPW NPW M Sm 1 =-7.65 SOLIDS HANDLING ROOM PLC / GYM SHOP 2 1 MCC � HYPOCHLORITE } STORAGE . ! I P, SOLIDS POLYMER PROCESS FEED BUILDING AUNDRY 101 — — — — — — AUNDRY I I II r LU rSOLIDS =1.80 DISPOSAL ROOM II I I MA 12" p • C0 I I I I II I ih I I I I I r I ` MAINTENANCE/ I II OFFICE I �, O I • MA s 10 X L-----J L-----J STORAGE � '4 • MA 0 ISSUED FOR PERMIT 04-2021 GRM RAID No. I Revision Date By App'c O O 1 S FILLER CAPS (TYP) w w — PW I PW PW PW PW A A -G G INV S ^s- AC DRAIN GPo�l� W C C SC 5G RO go—D SD SD SD SD SS SD SD SD S d u 14/ DT1'e DT1 NV 19 D F- AC 102 SPIKE 3 3 3 3 3 3 100 SPIKE i AC BLD2021-1415 RECEIVED Oct 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CB 1189 RIM 15.05 I.E. 13.2 E., 6" STEEL PIPE ELBOW SENDS PIPE DOWN, NO VISIBLE EXIT FOR WATER BHC Consultants, Designed: G. Mockos, P.E. LLC Scale. EDMONDS WWTP CARBON RECOVERY 1601 Fifth Avenue, Suite 500 3/32" = 1'-0" Seattle, Washington 98101AME E CO 206.505.3400 Drawn: S.Olsoe One Inch atFull Scale SITE MECHANICAL PLAN 206.505.3406 (fax) 0AND NOTES CONSULTANTS www.bhcconsultants.com If Not One Inch Green • Clean • Sustainable Checked: R. Dorn, P.E. Scale Accordingly Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE � RBERT O� ti 01 wAsy���0 sr O 48 T ZONAL ti 2U Drawing: M-1 Sheet: 59 of 114 File: P20-10570_M-1 Date: April 2021 COPYRIGHT© 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED