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Site_PlanU O L m 0 i -o rn LL X w 0 I r` LO O 0 N X UI -0 0 rn C: 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 CIO O rl- LO O 0 N X 0- 0 rn 0 Will 0 LO �C) 0 E o N a X U) m =)a- U E c) Q � o M � �I � o o LO N O O O N o X O Q �Q 0 CO 0 of of LOLO O O 0 0 N X E m m L C N � U -0 X w C:) �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 Iz 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 _ --- _------- CONNECTIONS. I 17 SEE DWG M-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 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 SUPPORTS IN ACCORDANCE WITH STRUCTURAL REQUIREMENTS LISTED ON STRUCTURAL I I.oil DRAWINGS. I I' I I ----- i I r I I I— ----- NO CITY WATER TO THIS BUILDING FROM i Pi I THE SOUTH SEE DWG M- 14 — — — — — I 1- i I I _ ----_ � I: Ile I I. NO III I RT TM S u HEADWORKS _�---�- ? < BUILDING --- 103 �r A IBE CRD X _I- - �. I I J_ SEE DWG M-12 I F � ~ i ' ------ II LAIYD 1592 ® ® I Ill `_� I\ L' I' ---------- RIM 23.56' \ + I _ _ _ _ _FF 17.35 SEE DWG M-7 ID FAN MCC i ROOM r I 4 4 W A APW NPW NPW M Sm 1 =-7.65 SOLIDS HANDLING ROOM PLC / GYM --------------- -------------- SHOP -4 MCC 21 HYPOCHLORITE } STORAGE !. SOLIDS POLYMER PROCESS FEED BUILDING AUNDRY 101 --- ---- - - - - - - — — — — — — AUNDRY I I II r T r____—� LU rSOLIDS 1 1.80 DISPOSAL ROOM II I I MA 10 , I I p • C0 I I I I II IihI I I I I r I ` MAINTENANCE/ I II OFFICE I �, O I • MA 8 10 X L------ L-----J STORAGE • MAI 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 PW PW PW PW A A -G G I S ^S- AC DRAIN G?o -1l� 7 C C SC 5G RO go—D SD SD SD SD SS SD SD SD d u 14/ DT1'e DT1 S NV 19 D F- AC 102 SPIKE 3 3 3 111 3 3 3 3 100 SPIKE i AC 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 1:3�•yz�y�d«r� RECEIVE Oct 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE R�BERT O� ti ov wAsy���0 48 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