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BLD2021-1416+Architectural_or_Building_Floor_Plans+10.9.2021_6.39.38_PM+24538900 0 U) U) 0 Q U CV CV 0 CV O CV 0 Q co 0 LO 0 0 CV M Cu L.L E 0 LO 0 0 C"I X N E 0 0 LL 0 L X LOCATION MAPS El PROJECT LOCATION OV EDMONDS WWTP CARBON RECOVERY SNOHOMISH COUNTY SNOHOMISH COUNTY BLD2021-1416 APRIL 2021 VICINITY MAP EDMONDS WWTP: 200 2ND AVE S, EDMONDS, WA 98020 a�W4 A MAIN ST FOR REFERENCE MAYOR MIKE NELSON CITY COUNCIL DIANE BUCKSHNIS LUKE DISTELHORST ADRIENNE FRALEY-MONILLAS KRISTIANA JOHNSON LAURA JOHNSON VIVIAN OLSON SUSAN PAINE PUBLIC WORKS & UTILITIES DIRECTOR PHIL WILLIAMS, P.E. WWTP MANAGER 91-1►Ti I =W_11:7_1 Ll 1.7_" a: PREPARED BY J CONSULTANTS PERMIT SUBMITTAL BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 04-2021 RECEIVED Oct 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FSi CONSULTING ENGINEERS - HVAC, PLUMBING AND FIRE PROTECTION KPG - ARCHITECTURE GENERAL. CONTRACTOR AIVIE E CO Green . Clean •Sustainable � AMERESCO 222 Williams Ave S #100 Renton, Washington 98057 P 206.522.4270 F 425-687-3173 G-1 1 of 114 COPY RIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED INDEX OF DRAWINGS 0 0 Cn 0 L a� 0 Q U E M N N 00 0 N 0 N Q 0 Q Q 0 a_ N i c� I 0 Ln 0 IX N (a a- E 6 E m — W W I..L 0 N — L �0 �:E -0 >� o(D Cn 0 U O m 01 ti Ln 0 0 N X E 0 I 0 0 N X ai E c� LL SHEET DWG DRAWING TITLE SHEET DWG DRAWING TITLE NO. NO. NO. NO. GENERAL MECHANICAL 1 G-1 COVER SHEET, LOCATION AND VICINITY MAP 59 M-1 MECHANICAL SITE PLAN AND NOTES 2 G-2 INDEX OF DRAWINGS 60 M-2 ODOR CONTROL SYSTEM MECHANICAL PLAN 3 G-3 ABBREVIATIONS, SYMBOLS AND DESIGNATIONS 61 M-3 ODOR CONTROL SYSTEM MECHANICAL SECTIONS 4 G-4 GENERAL NOTES 1 OF 2 62 M-4 WWTP ODOR CONTROL SYSTEM SCHEMATIC 5 G-5 GENERAL NOTES 2 OF 2 63 M-5 HEADWORKS MECHANICAL PLAN AND SECTION 6 G-6 WWTP LIQUID PROCESS FLOW DIAGRAM 64 M-6 SOLIDS PROCESSING BUILDING SCREENINGS SECTIONS 7 G-7 WWTP SOLIDS PROCESS FLOW DIAGRAM 65 M-7 SOLIDS PROCESSING BUILDING SCREENINGS PLAN 8 G-8 DESIGN CRITERIA 66 M-8 SOLIDS PROCESSING BUILDING SCREENINGS SECTIONS 9 G-9 EXISTING SITE PLAN 67 M-9 SOLIDS PROCESSING BUILDING BASEMENT PLAN 10 G-10 EQUIPMENT AND PROCESS VALVE LISTS, AND PIPE SCHEDULE 68 M-10 SOLIDS PROCESSING BUILDING SOLIDS DISPOSAL ROOM PLAN 11 G-11 HEADWORKS AREA CLASSIFICATION PLAN 69 M-11 SOLIDS PROCESSING BUILDING SOLIDS DISPOSAL ROOM SECTIONS 12 G-12 ODOR CONTROL SYSTEM AREA CLASSIFICATION PLAN 70 M-12 SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLAN 13 G-13 SOLIDS PROCESSING BUILDING SHOP FLOOR AREA CLASSIFICATION PLAN 71 M-13 SOLIDS PROCESSING BUILDING DRAIN SYSTEM PLAN 14 G-14 SOLIDS PROCESSING BUILDING DEWATERING AND BASEMENT FLOOR AREA CLASSIFICATION PLAN 72 M-14 SOLIDS PROCESSING BUILDING PLAN AND SECTION 15 G-15 AREA CLASSIFICATION TABLE 73 M-15 SOLIDS PROCESSING BUILDING DEWATERING ROOM SECTIONS 74 M-16 MECHANICAL DETAILS 1 OF 2 EROSION CONTROL 75 M-17 MECHANICAL DETAILS 2 OF 2 16 EC-1 TESC PLAN 17 EC-2 TESC DETAILS AND NOTES HVAC 76 H-0 HVAC LEGEND, ABBREVIATIONS, AND GENERAL NOTES DEMOLITION 77 HD-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC DEMOLITION PLAN 18 D-1 SITE DEMOLITION PLAN 78 HD-2 SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC DEMOLITION PLAN 19 D-2 SOLIDS PROCESSING BUILDING DEMOLITION PLAN DEWATERING FLOOR 79 H-1 SOLIDS PROCESSING BUILDING BASEMENT HVAC PLAN 20 D-3 SOLIDS PROCESSING BUILDING DEMOLITION PLAN SHOP FLOOR 80 H-2 SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC PLAN 21 D-4 HEADWORKS BUILDING DEMOLITION PLAN 81 H-3 SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC PLAN 22 D-5 HEADWORKS BUILDING DEMOLITION SECTIONS 82 H-4 SOLIDS PROCESSING BUILDING ROOF HVAC PLAN 23 D-6 DEMOLITION DETAILS 83 H-5 STANDARD SEQUENCE OF OPERATIONS AND POINT LIST 84 H-6 HVAC SECTIONS CIVIL 85 H-7 HVAC SCHEDULES 24 C-1 OVERALL SITE PLAN 25 C-2 GRADING, PAVING, AND STRIPING PLAN PLUMBING 26 C-3 SITE DRAINAGE PLAN 86 P-0 PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL NOTES 27 C-4 SITE UTILITIES PLAN 87 PD-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING DEMOLITION PLAN 28 C-5 CIVIL DETAILS 1 OF 2 88 PD-2 HEADWORKS AREA PLUMBING DEMOLITION PLAN 29 C-6 CIVIL DETAILS 2 OF 2 89 P-1 SOLIDS PROCESSING BUILDING BASEMENT PLUMBING PLAN 90 P-2 SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING PLAN ARCHITECTURAL 91 P-3 SOLIDS PROCESSING BUILDING SHOP FLOOR PLUMBING PLAN 30 A-1 CODE REVIEW AND ACCESSIBILITY DETAILS 92 P-4 ODOR CONTROL SYSTEM AREA PLUMBING PLAN 31 A-2 LIFE SAFETY AND EGRESS PLAN 93 P-5 HEADWORKS AREA PLUMBING PLAN 32 A-3 HEADWORKS BUILDING ENLARGED PLAN 94 P-6 PLUMBING DETAILS 33 A-4 SOLIDS PROCESSING ENLARGED PLAN BASEMENT 95 P-7 PLUMBING SCHEDULE 34 A-5 SOLIDS PROCESSING ENLARGED PLAN 35 A-6 SCREENING PLAN, ELEVATIONS, & DETAILS FIRE PROTECTION 36 A-7 SOLIDS PROCESSING BUILDING SECTION 96 F-0 FIRE PROTECTION LEGEND, ABBREVIATIONS, AND GENERAL NOTES 37 A-8 STAIR PLANS 97 F-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR FIRE PROTECTION PLAN 38 A-9 STAIR DETAILS 98 F-2 SOLIDS PROCESSING BUILDING SHOP FLOOR FIRE PROTECTION PLAN 39 A-10 DOOR DETAILS 99 F-3 FIRE PROTECTION DETAILS STRUCTURAL ELECTRICAL 40 S-1 STRUCTURAL GENERAL NOTES 1 OF 2 100 E-1 ELECTRICAL SYMBOLS AND ABBREVIATIONS 41 S-2 STRUCTURAL GENERAL NOTES 2 OF 2 101 E-2 ELECTRICAL REQUIREMENTS 42 S-3 SCHEDULE OF SPECIAL INSPECTIONS 102 E-3 ELECTRICAL SITE PLAN 43 S-4 STRUCTURAL ABBREVIATIONS AND MISCELLANEOUS DETAILS 103 E-4 SOLIDS PROCESSING BUILDING SHOP FLOOR ELECTRICAL DEMOLITION PLAN 44 S-5 TYPICAL CONCRETE DETAILS 1 OF 3 104 E-5 SOLIDS PROCESSING BUILDING MCC ROOM ELECTRICAL PLAN 45 S-6 TYPICAL CONCRETE DETAILS 2 OF 3 105 E-6 HEADWORKS BUILDING ELECTRICAL PLAN AND SECTION 46 S-7 TYPICAL CONCRETE DETAILS 3 OF 3 106 E-7 ODOR CONTROL SYSTEM ELECTRICAL PLAN 47 S-8 TYPICAL STEEL DETAILS 1 OF 2 107 E-8 SOLIDS PROCESSING BUILDING SOLIDS DISPOSAL ROOM ELECTRICAL PLAN 48 S-9 TYPICAL STEEL DETAILS 2 OF 2 108 E-9 SOLIDS PROCESSING BUILDING SOLIDS HANDLING ROOM ELECTRICAL PLAN 49 S-10 TYPICAL STEEL DECK DETAILS 1 OF 2 109 E-10 SOLIDS PROCESSING BUILDING GASIFICATION ROOM ELECTRICAL PLAN 50 S-11 TYPICAL STEEL DECK DETAILS 2 OF 2 110 E-11 SOLIDS PROCESSING BUILDING SOLIDS HANDLING ROOM LIGHTS AND RECEPTACLE PLAN 51 S-12 TYPICAL FRP DETAILS 111 E-12 SOLIDS PROCESSING BUILDING GASIFICATION ROOM LIGHTS AND RECEPTACLES PLAN 52 S-13 HEADWORKS BUILDING STRUCTURAL PLAN AND SECTIONS 112 E-13 POWER DISTRIBUTION MCC ONE -LINE DIAGRAM 53 S-14 BIOAIR CONTROL SYSTEM SLAB PLAN 113 E-14 ELECTRICAL DETAILS 54 S-15 BIOAIR CONTROL SYSTEM SECTIONS AND DETAILS 114 E-15 SCHEDULES AND LOAD CALCULATIONS 55 S-16 SOLIDS PROCESSING BUILDING ACTIVATED CARBON FILTER SUPPORT PLAN AND SECTIONS 56 S-17 SOLIDS PROCESSING BUILDING GASIFICATION ROOM BASEMENT PLAN 57 S-18 SOLIDS PROCESSING BUILDING GASIFICATION ROOM PLATFORM FRAMING PLAN 58 S-19 SOLIDS PROCESSING BUILDING SECTIONS AND DETAILS Call 48 Hours Before You Dig CI- 1-800-424-5555 UNDERGROUND SERVICE � gOBERT O��oF wasFi�O t 48 T V, 1� ZONAL �"1,P2� -I 4. BHC Consultants, Designed: G. Mockos, P.E. LLC Scale: EDMONDS WWTP CARBON RECOVERY Drawing: G-2 1601 Fifth Avenue, Suite 500 N/A Seattle, Washington 98101 1 Sheet: 2 of 114 206.505.3400 Drawn: P. Simon One Inch at Full Scale _ INDEX OF D RAW I N G S File: P20-10570_G-2 ISSUED FOR PERMIT 04-2021 GRM RAID AM E CO bhC206.505.3406 (fax) f f Not One Inch , C O N S U LTA N T S www.bhcconsultants.com Checked: R. Dorn, P.E. Scale One I Accordingly Green @ Clean a Sustainable III No. Revision Date By App'd 9 y1 4; Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 6 0 0 0 Q U E N M N N O N 0 Q 0 M �I 0 ti 0 0 N D_ E LL E .. a) a� iE U 0 0 cD E ^L LL I 0 ti Ln 0 0 N to O U 0 m ~I O ti Ln 0 0 N x M c m LL 0 MR ABBREVIATIONS MECHANICAL PIPE AND FITTINGS SYMBOLS AND DESIGNATIONS TITLE 2W PLANT WATER N/A NOT APPLICABLE 1W POTABLE WATER NaOH CAUSTIC SOLUTION SINGLE LINE DOUBLE LINE TITLE DETAIL NUMBER NG NATURAL GAS AA AVERAGE ANNUAL NPW NON -POTABLE WATER FLANGED JOINT DETAIL 'I ACFM ACTUAL CUBIC FEET PER MINUTE SCALE: 1/2" = 1'-0" C-2 PC PRIMARY CLARIFIER J GROOVED END � DRAWING NUMBER WHERE DETAIL IS B BLOWER PE PRIMARY EFFLUENT MECHANICAL COUPLING REFERENCED. USE DASH IF DETAIL APPEARS BC BIO-CHAR POC PRODUCT OF COMBUSTION ON THE SAME SHEET AS SHEET REFERENCED. BOD BIOCHEMICAL OXYGEN DEMAND POL POLYMER WELDED JOINT TITLE PS PRIMARY SLUDGE TITLE CA COMPRESSED AIR PSI POUNDS PER SQUARE INCH SLEEVE TYPE SECTION, ELEVATION OR PROFILE CAP. CAPACITY PVCPOLYVINYL CHLORIDE o c o MECHANICAL COUPLING REFERENCE LETTER SECTION A CM CONCENTRATED MINERAL COM COMBUSTION AIR RA RECIRCULATING AIR � � FLANGED COUPLING ADAPTER SCALE: 1/2" = 1'-0" - _� DASH IF SECTION IS TAKEN ON THE SAME CS SODIUM HYDROXIDE RAS RETURN ACTIVATED SLUDGE DRAWING. USE DRAWING NUMBER IF SECTION CU FT CUBIC FEET RAW RAW SLUDGE PIPING ���� UNION WAS TAKEN ON A DIFFERENT SHEET. CVR CONVEYOR RH RELATIVE HUMIDITY CW COOLING WATER RS RAW SEWAGE rQ ELASTOMER AND FABRIC SECTION LETTER RST RAW SLUDGE TRANSFER PUMP -II�,,�IffJJ�JJ EXPANSION JOINT A - DC DRY CAKE RV ROTARY VALVE ELBOW UP C-1 DI DUCTILE IRON DRAWING NUMBER WHERE SECTION IS DETAIL CALLOUT DM SLUDGE DENSITY METER S SCREENINGS DRAWN. USE DASH IF SECTION APPEARS DR DRAIN SA SUPPLY AIR C-4— ELBOW DOWN C�3 ON SAME SHEET AS CUT. 4/C-1 DS DEWATERED SLUDGE SC SCREENINGS/SCREEN/SCUM A DU DUST SCD SCREENINGS PUMP TEE UP ELEVATION LETTER DRAWIN SCFM STANDARD CUBIC FEET, PER MINUTE A DETAIL # EP EFFLUENT PUMP SD SUMP DISCHARGE TEE DOWN a:r C-1 SE SECONDARY EFFLUENT DRAWING NUMBER WHERE ELEVATION IS FA FOUL AIR SH SODIUM HYPOCHLORITE DRAWN. USE DASH IF ELEVATION APPEARS FAF FOUL AIR FAN SP SCREW PRESS LATERAL UP ON SAME SHEET AS REFERENCED. SST STAINLESS STEEL GPH GALLONS PER HOUR SV SOLENOID VALVE LATERAL DOWN GPM GALLONS PER MINUTE GR GRINDER TS TOTAL SOLIDS EQUIPMENT DESIGNATIONS TSS TOTAL SUSPENDED SOLIDS C� CONCENTRIC REDUCER HR HOUR TWAS THICKENED WASTE ACTIVATED SLUDGE EQUIPMENT IS IDENTIFIED AS FOLLOWS: HVAC HEATING VENTILATION AND AIR CONDITIONING TYP TYPICAL C ECCENTRIC REDUCER BOXED NUMBER DESIGNATES NEW EQUIPMENT TO BE SUPPLIED BY THE H2SO4 SULFURIC ACID CONTRACTOR: MX-101 VT VENT ID INDUCED DRAFT W WATER UNBOXED NUMBER DESIGNATES EXISTING EQUIPMENT: MX-101 LBS/HR DRY POUNDS PER HOUR WAS WASTE ACTIVATED SLUDGE PIPING LBS / D DRY POUNDS PER DAY WAT WAS TRANSFER PUMP EQUIPMENT LIST IS INCLUDED FOR THE CONVENIENCE OF THE ENGINEER AND WW WASTEWATER CONTRACTOR, AND IS NOT INTENDED TO REPRESENT PRECISE LISTING OF ALL M FLOW METER EQUIPMENT AND DEVICES TO BE PROVIDED UNDER THIS CONTRACT. MAX MAXIMUM MIN MINIMUM MIX MIXED WAS AND RAW PIPING PIPING DESIGNATIONS ML MIXED LIQUOR MM MAXIMUM MONTH MOD MOTORIZED OPERATED DAMPER PIPING IS IDENTIFIED BY ITS SIZE FOLLOWED BY PIPING SYSTEM AS FOLLOWS: BOXED NUMBER DESIGNATES NEW PIPING: 4" FA PVC PIPING PIPE SIZE SYSTEM PIPE MATERIAL PIPING SYSTEM DESIGNATIONS FOR EXISTING PIPING INDICATE EX 4" FA TYPE OF SERVICE ONLY AND DO NOT IMPLY PIPE MATERIALS USED. LEGEND EXISTING PROPOSED DRAWING REFERENCE - LINE WORK G GENERAL ', TO BE REMOVED OR ABANDONED EC EROSION CONTROL CONCRETE D DEMOLITION Call 48 Hours Before You Dig C CIVIL GRAVEL SURFACE A ARCHITECTURAL 1-800-424-5555 NATIVE SOIL S STRUCTURAL UNDERGROUND SERVICE GRATING M MECHANICAL H HVAC gOBER1, wasN��� 0cF � P PLUMBING C7�� F FIRE PROTECTION E ELECTRICAL o8, ww T ZONAL E� Doti I' BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: G-3 Sheet: 3 of 114 1601 Fifth Avenue, Suite 500 Seattle, bh(AW Seattle, Washington 98101A N/A ME E CO ABBREVIATIONS, SYMBOLS AND Drawn: P. Simon 400 206.505.3406 (fax) One Inch at Full Scale DESIGNATIONS File: P20-10570_G-3 Date: A rll 2021 p ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS www.bhcconsultants.com Checked: R. Dorn, P.E. If Not One Inch Scale Accordingly Green Sustainable No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 6 0 V) 0 L 0 Q U E M N N N N 0 N Q 0 Q Q a� 0 a_ c� I 0 Ln 0 r 0 N a_ 6 E M C W LL L E L 0 0 0 c� Cn 0 U O m of ti Ln 0 0 N X E I 0 0 0 N X c LL MR GENERAL NOTES 1. GENERAL: 4. BYPASSES: 6. SPILLS: A. PER WAC 173-240-180, ANY CHANGES DURING CONSTRUCTION, WHICH ARE SIGNIFICANT DEVIATIONS FROM A. BYPASSING OF UNTREATED OR PARTIALLY TREATED WASTEWATER TO SURFACE WATERS OR THE APPROVED DRAWINGS, MUST FIRST BE SUBMITTED TO THE DEPARTMENT OF ECOLOGY FOR REVIEW DRAINAGE COURSES IS PROHIBITED. IN THE EVENT ACCIDENTAL BYPASSING IS CAUSED BY THE A. BYPASSING SHALL NOT CAUSE WASTEWATER OR EFFLUENT TO OVERFLOW CHANNELS OR TANKS AND FOR APPROVAL. THE CONTRACTOR SHALL ACCOUNT AND ACCOMMODATE FOR SCHEDULE IMPACTS CONTRACTOR, THE CITY SHALL IMMEDIATELY BE ENTITLED TO EMPLOY OTHERS TO STOP THE OR SURCHARGE THE TRIBUTARY COLLECTION SYSTEM. ASSOCIATED WITH ENGINEER AND DEPARTMENT OF ECOLOGY REVIEW AND APPROVAL OF PROPOSED BYPASSING. CHANGES. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UPSTREAM PROPERTY B. PENALTIES OR CLAIMS IMPOSED ON THE CITY, REGULATING AGENCY OR THIRD PARTY AS A DUE TO EXCESSIVE SURCHARGING OF THE SYSTEM. 2. CONTINUITY OF OPERATIONS: RESULT OF ANY BYPASS CAUSED BY THE ACTIONS OF THE CONTRACTOR, ITS EMPLOYEES, OR SUBCONTRACTORS, SHALL BE BORNE IN FULL BY THE CONTRACTOR, INCLUDING LEGAL FEES AND C. CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGE THAT MAY RESULT FROM AN A. THE EXISTING WASTEWATER TREATMENT PLANT CONTINUOUSLY RECEIVES AND TREATS WASTEWATER, OTHER EXPENSES TO THE CITY RESULTING DIRECTLY OR INDIRECTLY FROM THE BYPASS. INADEQUATE OR IMPROPER INSTALLATION, MAINTENANCE OR OPERATION, OR FAILURE OF ANY AND THESE FUNCTIONS SHALL NOT BE INTERRUPTED EXCEPT AS SPECIFIED BELOW: KIND OF THE BYPASS SYSTEM. C. PRECAUTIONS AND PROTECTIVE MEASURES: B. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THE WORK TO AVOID INTERFERENCE WITH D. SPILLS OR BYPASSES OF SEWAGE TO SURFACE WATERS OR DRAINAGE COURSES IS PROHIBITED. OPERATION OF THE EXISTING TREATMENT PLANT, INCLUDING SUPPORT UTILITIES, ACCESS FOR OPERATION a. REVIEW EXISTING FACILITY LAYOUT AND OPERATIONS WITH THE ENGINEER AND CITY. IN THE EVENT OF SEWAGE SPILLS, THE CONTRACTOR SHALL IMMEDIATELY TAKE WHATEVER PERSONNEL, AND DELIVERY OF SUPPLIES. THIS SHALL INCLUDE THE PREPARATION AND REGULAR ACTIONS ARE DEEMED NECESSARY TO STOP A SPILL. SHOULD THE CONTRACTOR NOT TAKE UPDATING OF A FAVORABLY REVIEWED WORK PLAN. b. PROVIDE BYPASS PUMPS WITH SUFFICIENT CAPACITY AND HEAD. IMMEDIATE ACTION, THE CITY WILL BE ENTITLED TO TAKE WHATEVER ACTIONS ARE DEEMED NECESSARY TO STOP A SPILL. C. CONSTRUCT WORK IN PHASES TO ACCOMMODATE OPERATION AND MAINTENANCE OF ALL WWTP FACILITIES c. PROVIDE BYPASS PUMPING EQUIPMENT WITH REDUNDANT AND/OR STANDBY EQUIPMENT BY THE CITY DURING THE CONSTRUCTION PERIOD. MODIFY SITE AND STRUCTURES AS REQUIRED FOR THAT CAN BE READILY DEPLOYED. E. COSTS INCURRED BY THE CONTRACTOR OR CITY, INCLUDING PENALTIES IMPOSED ON THE CITY CONSTRUCTION, BUT MAKE NO MODIFICATIONS, EXCAVATIONS, OR STORAGE OF MATERIALS WHICH AS A RESULT OF ANY SEWAGE SPILL CAUSED BY THE CONTRACTOR, ITS EMPLOYEES, OR PREVENT ACCESS, OPERATION, AND MAINTENANCE OF THE FACILITIES BY THE CITY. IF ELEMENTS OF d. CHECK AND TEST PUMPING EQUIPMENT AND BYPASS SYSTEM PRIOR TO BEGINNING SUBCONTRACTORS, SHALL BE BORNE IN FULL BY THE CONTRACTOR, INCLUDING LEGAL FEES, FACILITIES ARE TO BE ELIMINATED FOR THE CONVENIENCE OF CONSTRUCTION, PROVIDE AN EQUIVALENT BYPASSING. FINES AND OTHER EXPENSES TO THE CONTRACTOR OR CITY RESULTING DIRECTLY OR TEMPORARY FACILITY, PIPELINE, OR PIECE OF EQUIPMENT CAPABLE OF PERFORMING THE SAME FUNCTION INDIRECTLY FROM THE SPILL. WITHOUT ADVERSELY AFFECTING OR INCREASING OPERATION OR MAINTENANCE BY THE CITY. e. PROVIDE SUITABLY EXPERIENCED PERSON(S) AND TRAINING OF PERSONNEL (MORE THAN ONE INDIVIDUAL) FOR OPERATION AND MAINTENANCE OF SYSTEM, INCLUDING DEALING WITH a. IN THE EVENT OF A SPILL, UNDER STATE LAW, THE DEPARTMENT OF ECOLOGY (ECOLOGY) D. THE CITY WILL OPERATE AND MAINTAIN THE EXISTING TREATMENT FACILITIES DURING CONSTRUCTION AND EMERGENCIES. MUST BE NOTIFIED WHEN ANY AMOUNT OF REGULATED WASTE OR HAZARDOUS MATERIAL WILL OPERATE AND MAINTAIN THE NEW EQUIPMENT AND SYSTEMS AFTER ACCEPTANCE. PRIOR TO THAT POSES AN IMMINENT THREAT TO LIFE, HEALTH, OR THE ENVIRONMENT IS RELEASED TO ACCEPTANCE, THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF NEW EQUIPMENT AND SYSTEM, f. MONITOR AND MAINTAIN BYPASS PUMPING SYSTEM DURING OPERATION. BYPASS PUMPING THE AIR, LAND, OR WATER, OR WHENEVER OIL IS SPILLED ON LAND OR TO WATERS OF THE BUT THE CITY WILL OVERSEE OPERATIONS. THE CITY WILL NOT OPERATE OR MAINTAIN TEMPORARY SHALL BE CONTINUOUSLY MANNED (24 HOURS PER DAY, 7 DAYS PER WEEK) BY THE STATE. THE SPILLER IS ALWAYS RESPONSIBLE FOR REPORTING A SPILL. FAILURE TO REPORT SYSTEMS REQUIRED FOR CONSTRUCTION. CONTRACTOR DURING THE PERIODS OF TIME IT IS OPERATIONAL. A SPILL IN A TIMELY MANNER MAY RESULT IN ENFORCEMENT ACTIONS. IF YOU ARE NOT RESPONSIBLE FOR A SPILL, MAKING THE INITIAL NOTIFICATION DOES NOT MAKE YOU LIABLE E. THE CONTRACTOR SHALL NOT PERFORM ANY WORK IN ANY AREA OF EXISTING OPERATIONS OR MAKE ANY 5. BYPASS PUMPING SYSTEM REQUIREMENTS AND QUALITY ASSURANCE: FOR THE SPILL. HOWEVER, CONSULT WITH ECOLOGY'S RESPONSE TEAM BEFORE CONNECTION TO ANY EXISTING PIPELINE, CHANNEL, STRUCTURE, UTILITY OR EQUIPMENT WITHOUT ATTEMPTING ANY TYPE OF RESPONSE OR CLEANUP. ALSO NOTIFY THE CITY. ADVANCED APPROVAL FROM THE CITY. A. TEMPORARY SEWER BYPASS SYSTEMS SHALL BE DESIGNED, STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ENGINEER SHALL HAVE b. IF OIL OR HAZARDOUS MATERIALS ARE SPILLED TO STATE WATERS, THE SPILLER MUST F. ANY DAMAGES AND/OR DISTURBANCES IDENTIFIED BY THE CITY RESULTING FROM CONTRACTOR ACTIVITIES DEMONSTRATED EXPERIENCE IN THE DESIGN OF PUMPING SYSTEMS OF COMPARABLE SIZE AND NOTIFY BOTH FEDERAL AND STATE SPILL RESPONSE AGENCIES. THE FEDERAL AGENCY IS SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR AS DETAILED IN THE CONTRACT AT NO COMPLEXITY. THE NATIONAL RESPONSE CENTER AT 1-800-424-8802. FOR STATE NOTIFICATION, CALL THE EXTRA COST TO THE CITY. WASHINGTON EMERGENCY MANAGEMENT DIVISION (EMD) AT 1-800-258-5990 OR 1-800-OILS-911 B. BEFORE COMMENCEMENT OF ANY BYPASSING OPERATION, THE CONTRACTOR SHALL OBTAIN THE AND THE APPROPRIATE ECOLOGY REGIONAL OFFICE FOR YOUR COUNTY. AN ECOLOGY SPILL 3. SHUTDOWNS: ENGINEER'S ACCEPTANCE OF THE DESIGN, EQUIPMENT AND MATERIALS, PROPOSED RESPONDER WILL NORMALLY CALL THE REPORTING PARTY BACK TO GATHER MORE INSTALLATION, AND PROPOSED OPERATION AND MAINTENANCE THROUGH A FAVORABLY INFORMATION. THE AGENCY WILL THEN DETERMINE ITS RESPONSE ACTIONS. ALSO, NOTIFY A. EXISTING SYSTEMS OR INDIVIDUAL EQUIPMENT ITEMS SHALL BE ISOLATED, DEWATERED, REVIEWED WORK PLAN. THE CITY. DECOMMISSIONED, DE -ENERGIZED, OR DEPRESSURIZED ONLY BY THE CITY. THIS WORK WILL BE DONE IN ACCORDANCE WITH THE DETAILED WORK PLAN TO BE SUBMITTED BY THE CONTRACTOR. C. CONTRACTOR SHALL PROVIDE SUITABLE, CONTINUOUS AND RELIABLE TEMPORARY BYPASS 7. WORK COORDINATION AND ASSISTANCE BY CITY: PUMPING AND PIPING FOR THE DURATION REQUIRED. THE BYPASS PUMPING SYSTEM SHALL B. THE CITY WILL PERFORM ANY REQUIRED DRAINING OF EXISTING BASINS, TANKS, PIPING, CHANNELS, CONSIST OF AT LEAST TWO PUMPS (ONE DUTY AND STANDBY) EACH SIZED FOR THE CURRENT A. OPERATION OF NEW AND EXISTING TREATMENT FACILITIES, INCLUDING THOSE OPERATIONS EQUIPMENT, OR STRUCTURES. THE DEPTH OF WATER REMAINING IN THE BASINS, TANKS, OR CHANNELS PEAK DAY FLOW. THE EXACT REQUIRED FLOW CAPACITY OF THE PUMPS SHALL BE CONFIRMED WHICH MAY BE NECESSARY TO FACILITATE THE CONTRACTOR'S WORK, WILL BE PROVIDED BY THE WILL VARY DEPENDING ON THE PRESENCE OF EXISTING DRAINS OR SUMPS. THE CITY WILL REMOVE ANY WITH THE CITY BASED ON RECENT FLOW RECORDS AND CONSIDERING SEASONAL FLUCTUATIONS CITY. LARGE DEPOSITS OF SOLIDS; HOWEVER, THERE MAY BE SOLIDS RESIDUE REMAINING ON SURFACES. ANY IN FLOW. SUBSEQUENT CLEANING OR FURTHER DRAINING AND/OR DEWATERING SHALL BE PROVIDED BY THE B. FOR MINOR ASSISTANCE AND OPERATIONS, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 5 CONTRACTOR. D. THE BYPASS PUMPING SYSTEM SHALL BE GAS/DIESEL POWERED, OR IF CONNECTED TO UTILITY WORKING DAY'S ADVANCE NOTICE TO THE CITY. POWER SHALL BE PROVIDED WITH ITS OWN AUTOMATIC TRANSFER SWITCH AND GENERATOR. C. THE CONTRACTOR SHALL NOTE THAT ALL SLIDE GATES LEAK AND SOME VALVES LEAK. THE CONTRACTOR C. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA AND CITY SAFETY PROCEDURES IS REQUIRED TO REMOVE LEAKAGE OF ANY LIQUIDS INCLUDING WASTEWATER AND SLUDGE FROM WORK E. THE BYPASS PUMPING SYSTEM SHALL HAVE AUTOMATIC START/STOP CONTROLS USING A LEVEL FOR WORK IN ANY POTENTIAL CONFINED SPACE, INCLUDING ALL TANKS, CHANNELS, PIPES, ETC., AREAS AND OPERATING AREAS. TRANSDUCER AND ALSO INCLUDE BACKUP START/STOP FLOATS. IN THE EVENT THAT THE DUTY WHICH HAVE OR DO CARRY PROCESS FLUIDS AND/OR CHEMICALS AND ARE NOT DESIGNED FOR PUMP FAILS, OPERATION OF THE STANDBY PUMP SHALL BE INITIATED AUTOMATICALLY. THE NORMAL OCCUPANCY. D. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY PUMPS, PIPING, ELECTRICAL WIRING, PUMPING SYSTEM SHALL INCLUDE AN AUTOMATIC DIALER PROGRAMMED TO CONTACT THE CONTROLS, AND LABOR DURING AND SUBSEQUENT TO ALL SHUTDOWN ACTIVITIES, AS REQUIRED. CONTRACTOR AND CITY IN THE EVENT OF A FAILURE. ADDITIONALLY, BYPASS PUMPING SHALL BE D. SHUTDOWN, ISOLATION OR DECOMMISSIONING OF FACILITIES SHALL BE INITIATED BY THE CITY, CONTINUOUSLY MANNED (24 HOURS PER DAY, 7 DAYS PER WEEK) BY THE CONTRACTOR DURING UNLESS PERMISSION IS GIVEN BY THE CITY. E. THE CONTRACTOR SHALL MAINTAIN ADEQUATE ACCESS TO THE PLANT FACILITIES, UTILITIES, AND THE PERIODS OF TIME IT IS OPERATIONAL. EQUIPMENT DURING CONSTRUCTION TO ALLOW CONTINUED OPERATION AND MAINTENANCE BY CITY PERSONNEL. F. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROPERLY OPERATING, PROTECTING, MAINTAINING AND SERVICING THE BYPASS PUMPING SYSTEM, INCLUDING MAINTAINING ELECTRICAL SERVICE F. SOME SHUTDOWNS WILL HAVE TO TAKE PLACE DURING OTHER THAN NORMAL WORKING HOURS, SUCH AS OR ADEQUATE FUEL LEVELS. THE CONTRACTOR'S PERSONNEL OR ITS SUBCONTRACTOR SHALL EARLY MORNINGS, NIGHTS, HOLIDAYS, AND WEEKENDS DEPENDING ON DURATION AND CURRENT WEATHER BE KNOWLEDGEABLE AND TRAINED ON HOW TO OPERATE AND MAINTAIN THE BYPASS PUMPING AND INFLUENT FLOW RATES. ADDITIONALLY, SHUTDOWNS MAY NEED TO BE DELAYED DUE TO WEATHER. SYSTEM. G. THE CONTRACTOR SHALL LIMIT SHUTDOWNS OF EXISTING SUBSTATIONS, FEEDERS, AND MOTOR CONTROL G. NOISE LEVELS OF THE BYPASS PUMPING SYSTEM SHALL NOT PRODUCE SOUND LEVELS GREATER CENTERS TO PERIODS WHEN WORKERS ARE ACTUALLY PERFORMING WORK ON THE AFFECTED THAN 45 DBA AT THE PROPERTY LINE, IN ACCORDANCE WITH THE CITY OF DES MOINES NOISE EQUIPMENT. ONLY ONE-HALF OF A DOUBLE -ENDED SUBSTATION MAY BE SHUT DOWN AT ANY TIME, UNLESS ORDINANCE. DEPENDING ON THE PUMPING EQUIPMENT THAT IS USED, MEETING THESE OTHERWISE APPROVED BY THE CITY. ALL ELECTRICAL SHUTDOWNS SHALL BE RETURNED TO SERVICE ON REQUIREMENTS MAY REQUIRE THE USE OF SOUND ATTENUATING ENCLOSURES AS WELL AS NIGHTS, WEEKENDS, AND HOLIDAYS, UNLESS OTHERWISE APPROVED BY THE CITY. OTHER PROVISIONS AND MEASURES. ENGINE -DRIVEN PUMPS OR ENGINE GENERATORS SHALL BE LOCATED AS FAR FROM THE PROPERTY LINE AS PRACTICAL. H. IF THE CONTRACTOR UNDERTAKES A SHUTDOWN, AND THEN FINDS THAT THE WORK WILL NOT BE COMPLETED WITHIN THE ALLOWED TIME, HE SHALL NOTIFY THE CITY IMMEDIATELY. IF THE CITY DOES NOT H. BYPASS PIPING SHALL BE MINIMUM 24-INCH DIAMETER DIPS (OR IPS WITH EQUIVALENT INSIDE APPROVE AN EXTENSION OF THE ALLOWED TIME, THEN THE CONTRACTOR SHALL CAUSE THE WORK TO BE DIAMETER), MINIMUM SDR 21, HDPE PIPE OR APPROVED EQUAL. COMPLETED OR CLOSED SO THAT THE PROCESS CAN BE PLACED BACK IN OPERATION. SUCH EXTRA WORK TO CLOSE UP AND ALLOW RETURN OF SERVICE SHALL BE AT NO COST TO THE CITY. IF THE CONTRACTOR I. THE CONTRACTOR SHALL MAINTAIN ON SITE SUFFICIENT EQUIPMENT, PARTS AND MATERIALS AND DOES NOT CONTINUE TO PROCEED TO CLOSE UP THE WORK, THE CITY MAY COMPLETE THE WORK OR FUEL TO ENSURE CONTINUOUS AND UNINTERRUPTED OPERATION OF THE BYPASS PUMPING Call 48 Hours EMPLOY OTHERS TO COMPLETE THE WORK. COSTS TO CLOSE THE WORK TO RESTORE THE REQUIRED SYSTEM. A MINIMUM OF 24-HOURS OF FUEL SHALL BE MAINTAINED ON -SITE. STANDBY PUMPS Before You Dig SERVICE AND OTHER ACTUAL DAMAGES INCURRED BY THE CITY DUE TO SHUTDOWNS EXCEEDING THE AND GENERATORS SHALL BE FUELED AND OPERATIONAL AT ALL TIMES. ALLOWED TIME SHALL BE BORNE BY THE CONTRACTOR. THE CITY WILL NOT BE RESPONSIBLE FOR DAMAGE 1-800-424-5555 TO WORK BY THE CONTRACTOR AS A RESULT. J. IN THE EVENT OF BEING NOTIFIED OF A FAILURE VIA THE AUTOMATIC DIALER, THE CONTRACTOR SHALL RESPOND IMMEDIATELY AND FIX THE CAUSE OF THE PROBLEM. THE CONTRACTOR SHALL UNDERGROUND SERVICE I. THE CONTRACTOR SHALL COORDINATE ALL CRAFTS AND SUBCONTRACTORS TO MINIMIZE THE NUMBER BE ON -CALL 24 HOURS A DAY AND BE ABLE TO RESPOND WITHIN 30 MINUTES AT ALL TIMES DURING AND DURATION OF SHUTDOWNS. NON -COORDINATED SHUTDOWNS THAT RESULT IN A COST OF MANPOWER BYPASSING. THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE TO THE SATISFACTION OF OR MATERIALS SHALL BE BACK CHARGED TO THE CONTRACTOR AND WILL BE DEDUCTED FROM PROGRESS THE CITY THAT THIS REQUIREMENT CAN BE MET AND THAT RESPONSIBLE AND APPROPRIATELY gOBER7, WAs�l��p PAYMENTS. TRAINED PERSONNEL WILL BE ABLE TO DEAL WITH EMERGENCIES THAT COULD ARISE �O��OF W' J. THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL NECESSARY BULKHEADS, COFFERDAMS, AND SUPPORT STRUCTURES TO ALLOW ISOLATION FROM WORK AREAS OF BASINS, TANKS, AND/OR CHANNELS 8 WHICH ARE IN SERVICE. BULKHEADS, COFFERDAMS, AND SUPPORT STRUCTURES SHALL CONFORM TO _ o� APPLICABLE OSHA REQUIREMENTS. ���� IoNaL�' -I' BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: G-4 Sheet: 4 of 114 1601 Fifth Avenue, Suite 500 206.505.3400 bhcSeattle, Washington 98101AME (fax) CONSULTANTS www.bhcconsultants.com N/A E CO Green . Clean • Sustainable GENERAL NOTES 1 O F 2 Drawn: P. Simon One Inch at Full Scale f f Not One Inch , Scale Accordingly File: P20-10570G-4 - ISSUED FOR PERMIT 04-2021 GRM RAID206.505.3406 RA Checked: R.Dorn, P.E. p, Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 6 O 0 0 Q U E M u7 M N N O N 0 L Q iv 0 (D I 0 ti _o I 0 N N E LL L W E (0 L 0 0 0 c� Cn 0 U O m ~I O ti Ln 0 0 N X E 0 I 0 0 N X c LL MR GENERAL NOTES k. TURNING VANES SHALL BE SPACED 4-INCHES APART ON CENTER. INSTALL TURNING VANES UTILIZING THE 1. ODOR CONTROL BYPASS: CUT IN METHOD ENSURING PROPER ORIENTATION OF VANES WHERE TURNING CENTERLINE INSTALLATION OF TURNING VANES ARE NOT 45 DEG TO INCOMING FLOW PATH, ADJUST LAYOUT ACCORDINGLY FOR A. CONTRACTOR TO MAINTAIN OPERATION OF ODOR CONTROL DURING INSTALLATION OF NEW ODOR CONTROL PROPER INDIVIDUAL VANE ORIENTATION. RESIN & FABRIC BOTH SIDES OF DUCT, INSIDE AND OUTSIDE AS SYSTEM TO MAXIMUM FEASIBLE EXTENT. REQUIRED, TO SECURE VANES IN POSITION AND PROVIDE A WATER TIGHT SEAL B. TO FACILITATE INSTALLATION OF NEW ODOR CONTROL SYSTEM, CONTRACTOR MAY ISOLATE HEADWORKS C. FIELD QUALITY CONTROL VENTILATION FOR A PERIOD OF UP TO 2 HOURS. SHUTDOWNS IN EXCESS OF 2 HOURS ARE REQUIRED TO a. INSPECTION: ALL FINISHED INSTALLATIONS SHALL BE CAREFULLY INSPECTED FOR PROPERLY MADE JOINTS MAINTAIN 3,500 SCFM OF AIRFLOW TO EXISTING ODOR CONTROL SYSTEM FROM EACH OPERATIONAL INFLUENT AND DAMAGE TO DUCT AND FITTINGS. DAMAGE FOUND SHALL BE REPAIRED TO THE SATISFACTION OF THE WET WELL. ENGINEER. C. TEMPORARY FANS AND FLEXIBLE DUCTING SHALL BE USED AS NECESSARY TO MAINTAIN VENTILATION OF b. FIELD TESTING: PRIOR TO ENCLOSURE OR BURYING, ALL DUCTING SYSTEMS SHALL BE PRESSURE TESTED INFLUENT WET WELL. AT 1-1/2 TIMES THE MAXIMUM WORKING PRESSURE. THE CONTRACTOR SHALL FURNISH ALL TEST EQUIPMENT, LABOR, MATERIALS AND DEVICES AT NO EXTRA COST TO THE OWNER. D. EXISTING ODOR CONTROL SYSTEM TO REMAIN OPERABLE UNTIL THE OWNER'S REPRESENTATIVE PROVIDES WRITTEN CONFIRMATION OF SUCCESSFUL STARTUP OF NEW ODOR CONTROL SYSTEM. c. LEAKAGE MAY BE DETERMINED BY LOSS OF PRESSURE, SOAP SOLUTION, CHEMICAL INDICATOR OR OTHER POSITIVE AND ACCURATE METHOD. ALL FIXTURES, DEVICES OR OTHER ACCESSORIES WHICH ARE TO BE 2. ODOR CONTROL DUCTWORK: CONNECTED TO THE LINES AND WHICH WOULD BE DAMAGED IF SUBJECTED TO THE TEST PRESSURE SHALL BE DISCONNECTED AND ENDS OF THE BRANCH LINES PLUGGED OR CAPPED AS REQUIRED DURING THE A. GENERAL TEST PROCEDURES. a. UNDERGROUND DUCTWORK, INCLUDING FITTINGS, SHALL BE CONSTRUCTED OF FIBERGLASS REINFORCED PLASTIC (FRP) MANUFACTURED BY SPUNSTRAND OR ERSHIGS. ALL DUCT AND FITTINGS SHALL BE d. LEAKS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AND THE SYSTEM SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE APPLICABLE REQUIREMENTS OF UNIFORM MECHANICAL CODE, RE -TESTED UNTIL NO LEAKS ARE FOUND. CHAPTER 6 AND BE LISTED WITH ICC-ES FOR DIRECT BURIAL APPLICATION AND COMPLY WITH THE SMACNA THERMOSET FRP DUCT CONSTRUCTION MANUAL. 3. PERFORMANCE COATINGS b. ALL DUCTWORK AND FITTINGS SHALL INCLUDE LABELS CERTIFYING THE ACTUAL CODE LISTINGS AND A. COMPATIBILITY REPORT NUMBER AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S a. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPATIBILITY OF ALL PAINT PRODUCTS USED AND INSTRUCTIONS. ALL DUCT SHALL BE OF EQUAL TO OR GREATER RATING THAN THE EXISTING DUCT BEING PREPARATIONS EMPLOYED. ALL PRODUCTS SHALL BE FROM A SINGLE MANUFACTURER. SUBMIT CONNECTED TO. CERTIFICATES THAT PAINT SYSTEM IS TO BE APPLIED AS COMPATIBLE WITH THE SUBSTRATE AND THAT PROPER PAINT ADHESION WILL RESULT. c. FITTINGS - FITTINGS SHALL BE FABRICATED FROM STRAIGHT DUCT AND HAVE THE SAME WORKING PRESSURE AND SHALL ALSO BE CORROSION AND MOISTURE RESISTANT. REDUCERS SHALL BE FILAMENT B. ACCEPTABLE MANUFACTURERS: SHERWIN WILLIAMS, TNEMEC, OR APPROVED EQUAL. WOUND AS SPECIFIED FOR THE DUCT. C. DUCTILE IRON PIPE COATING SYSTEM. APPLY COATING SYSTEM TO ALL NON -BURIED DUCTILE IRON PIPE AND d. JOINTS - FIELD JOINTS ARE TO BE WATERTIGHT BY USING AN INTERNAL GALVANIZED SHEET METAL SLEEVE FITTINGS MODIFIED AND INSTALLED PER THE DRAWINGS. CURED WITH SHEET METAL SCREWS. THE JOINTS SHALL THEN BE OF THE WET LAY-UP TYPE IN STRICT a. SURFACE PREPARATION: ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THIS INCLUDES THOROUGHLY CLEANING AND • SSPC-SP3 POWER TOOL CLEANING SANDING AREAS TO BE JOINED AND USING MANUFACTURER SUPPLIED POLYESTER RESIN AND FIBERGLASS MAT. b. CONTRACTOR SHALL INSTALL A TWO -COAT SYSTEM INCLUDING: • PRIMER COAT: TNEMEC SERIES 1 OMNITHANE, APPLIED AT 2.5-3.5 MILSDFT, OR APPROVED EQUAL. e. TURNING VANES - TURNING VANES SHALL BE FRP GLASLINE QUIETURN AS MANUFACTURED BY DURADYNE. • INTERMEDIATE COAT: TNEMEC SERIES 1029 ENDURATONE, APPLIED AT 2-4 MILS DFT, OR APPROVED EQUAL. B. INSTALLATION • FINISH COAT: TNEMEC SERIES 1029 ENDURATONE, APPLIED AT 2-4 MILS DFT, OR APPROVED EQUAL. a. THE FRP DUCT IS A SEMI -RIGID REINFORCED THERMOSETTING RESIN PRODUCT THAT SHALL BE DESIGNED • TOTAL DFT SHALL BE A MINIMUM OF 6.5 MILS FOR A COMPLETE COATING SYSTEM. TO WITHSTAND DEFLECTION UNDER EXTERNAL LOAD WITHOUT STRUCTURAL DAMAGE. THE PERFORMANCE OF THE DUCT IS AFFECTED BY THE AMOUNT OF STRAIN INTRODUCED INTO THE DUCT WALL FROM INTERNAL c. COLORS: COLORS WILL BE SELECTED BY CITY. PRESSURE, EXTERNAL LOADS AND THE RESULTING DEFLECTION OF THE DUCT WITH RESPECT TO ITS WALL THICKNESS AND THEREFORE DESIGN CONSIDERATIONS SHALL ACCOUNT FOR ALL LOADING. PROPER d. CONTRACTOR SHALL COMPLY WITH MANUFACTURERS WRITTEN INSTALLATION PROCEDURES AND INSTALLATION TECHNIQUES ARE NECESSARY TO PREVENT EXCESSIVE DEFLECTIONS AND POTENTIAL DUCT INDIVIDUAL PRODUCT DATA SHEET APPLICATION BULLETINS. BUCKLING IN ADDITION TO THE MANUFACTURING DESIGN. BACKFILL SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. D. PROJECTIONS AND LAP JOINTS ON WELDED PLATES AND ON RIVETED PLATES TO BE COATED SHALL BE FILLED WITH EPDXY PATCHING AND SURFACING COMPOUND TNEMEC SERIES 215, OR APPROVED EQUAL, TO SMOOTH b. THE SURFACE AT THE BOTTOM OF THE TRENCH SHOULD BE CONTINUOUS, SMOOTH, AND FREE OF ROCKS OUT THE SURFACE AND PROVIDE FOR A SMOOTH TRANSITION OF THE LINING OVER THE SUBSTRATE. TO AVOID POINT LOADING ON THE DUCT. WHERE THIS CANNOT BE ACCOMPLISHED THE TRENCH BOTTOM SHOULD BE OVER EXCAVATED TO ALLOW A MINIMUM OF 4 INCHES OF BEDDING MATERIAL UNDER THE DUCT. c. TRENCH WIDTH SHOULD NOT BE GREATER THAN NECESSARY TO PROVIDE ADEQUATE ROOM FOR JOINING THE DUCT IN THE TRENCH AND FOR COMPACTING THE BACKFILL IN THE BEDDING ZONE AND AT THE SIDES OF THE DUCT. THE MINIMUM DISTANCE BETWEEN THE DUCT AND THE TRENCH IS FOUR (4) INCHES; MAXIMUM RECOMMENDED TRENCH WIDTH IS TWICE THE DIAMETER OF THE DUCT. d. DEWATERING SHOULD BE PROVIDED WHEN THERE IS A RISK OF FLOODING THE TRENCH DURING INSTALLATION. DEWATERING SHALL CONTINUE FROM THE TIME THE DUCT IS FIRST PLACED IN THE TRENCH, UNTIL BACKFILL OR ENCASEMENT IS COMPLETED. DAMAGE CAN OCCUR WHEN THE DUCT IS FLOATED DURING A WATER UPLIFT EVENT. e. DUCT MAY BE JOINED BEFORE LOWERING INTO THE TRENCH AND/OR EXCAVATION PIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE SUPPORT AND RIGGING. f. MANUFACTURE SHALL INDICATE REQUIREMENTS FOR FIELD JOINTS THAT REQUIRE AN INTERNAL METAL SLEEVE AND PROVIDE INSTALLATION INSTRUCTIONS. ANY INTERNAL METAL SLEEVES SHALL BE TYPE 316 STAINLESS STEEL. g. FIELD JOINTS TO BE OF THE WET LAY-UP TYPE SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THIS INCLUDES THOROUGHLY CLEANING AND SANDING AREAS TO BE JOINED, INCLUDING THE EXISTING DUCT THAT IS BEING CONNECTED. h. ALL DUCT INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: DUCT TO BE INSTALLED IN A TRENCH WITH PROVISION FOR GOOD DRAINAGE AND AN ALLOWANCE FOR A MINIMUM OF 4" PEA GRAVEL OR DRY SILICA SAND TO Call 48 Hours COMPLETELY ENCASE THE DUCT. THE TOP OF THE DUCT SHALL BE AT LEAST 2 1/2" BELOW THE TOP OF THE Before You Dig CONCRETE SLAB. i. STORE AND HANDLE THE DUCT TO PREVENT DAMAGE. CAREFULLY INSPECT EACH LENGTH BEFORE 1-800-424-5555 INSTALLATION. IF SECTIONS ARE TO BE ASSEMBLED ALONGSIDE THE TRENCH THEN LOWERED INTO UNDERGROUND SERVICE POSITION, THE DUCT RUN SHOULD BE SUPPORTED ALONG ITS LENGTH TO AVOID STRAIN AND POTENTIAL OVERSTRESS OR BUCKLING OF THE DUCT OR DAMAGE TO THE JOINTS. gOBER?' WASH' rL�O j. LAY THE DUCT IN THE TRENCH SO THAT IT BEARS EVENLY ON THE BEDDING OR BOTTOM OF THE TRENCH O� 0F THROUGHOUT ITS ENTIRE LENGTH. ARROWS ON THE DUCT CLEARLY MARK THE DIRECTION OF AIRFLOW. BURIAL DEPTH AND EXTERIOR LOADING SHALL RECEIVE SPECIAL RECOMMENDATIONS WHERE APPLICABLE INCLUDING BUT NOT LIMITED TO REINFORCEMENT OVER THE DUCT OR ENCASEMENT THAT MAY BE REQUIRED. 48 ZONAL ECG 4°tip if BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: G-5 Sheet: 5 of 114 1601 Fifth Avenue, Suite 500 206.505.3400 bhc Seattle, Washington 98101AMERESCO 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com N/A @ Green GENERAL NOTES 2 OF 2 Drawn: P. Simon One Inch at Full Scale i' 01 If Not One Inch Scale Accordingly 9 y File: P20-10570_G-5 ISSUED FOR PERMIT 04-2021 GRM RAID Checked: R.Dorn, P.E. Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED PARSHALL FLUMES INFLUENT PUMPS HP: 100 (EA) RS-101 0 0 L 0 Q U m N N O N 0 CL Q a� 0 n 01 0 O L O � N o_ E o_ �ry L L N U U � — o - C7 m -0 > O U U N — U 0 0 m U IL co ~I 3: o LO 0 to L, o O N X o U C � O E OI I- W LO O O) U 6 0 0 m X Q mM c U m Cn ii �4 X 27' 36" K ►Ifll"iA SCREEN HOPPI SCREENING WASHER PUMPS COMPACTOR TO SOLIDS HANDLING PROCESS SEE DWG G-7 ISSUED FOR PERMIT No. Revision RAW SEWAGE AAF: 9.1 MGD MMF: 11.87 MGD AA BOD: 15,300 LBS/DAY AA TSS: 11,300 LBS/DAY MM BOD: 19,200 LBS/DAY MM TSS: 13,900 LBS/DAY SCREENINGS TO LANDFILL Sc AA: 1,393 LBS/DAY MM: 2,293 LBS/DAY SOLIDS HANDLING PROCESS, SEE DWG G-8 Sc AA: 1,393 LBS/DAY MM: 2,293 LBS/DAY SLUDGE GRINDERS SCREW PRESS FEED PUMPS DS MM: 768 LBS/HR TS: 26.5 EFFI CAP HP: AAF MMF TO OUTFALL G R-607 RST-607 SCREW PRESSES RS-102 FLOW INFLUENT SPLITTER WETWELL BOX BLEND TANK VOLUME: 29,000 GAL WAS TRANSFER PUMPS CAP: 150 GPM (EA) H P: 7.5 (EA) SP-602 I I SP-603 WAT-609 WAT-610 WAS STORAGE VOLUME: 102,000 GAL SLUDGE TRANSFER (FROM OFFSITE) EFFLUENT WETWELL RS-103 RS-104 bhBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 A0 206.505.3400 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By I App'd NOTES: 1. FA DUCTING AND CONNECTIONS NOT SHOWN FOR CLARITY, SEE PRIMARY PRIMARY DWG M-26. CLARIFIER CLARIFIER NO. 1 NO. 2 2. REFER TO DWG G-8 FOR DESIGN CRITERIA. U co w U) a n PS-201 SC (PC1 & PC2) PS-202 PS PC2 PS-203 PS PC1 PS-204 SC PC3 PS-205 PS PC3 PS-206 PS PC3 PS AA: 4,459 LBS/DAY MM: 5,733 LBS/DAY TS%: 3.44 PUMP CAP: 150 GPM (EA) WAS PUMPS CAP: 50 GPM (EA) HP: 5 (EA) WAS-421 WAS-422 WAS-423 WAS AA: 5419 LBS/DAY MM: 8476 LBS/DAY TS%: 0.65 WAS-424 WAS-425 B-302 B-303 B-304 B-305 AERATION BLOWERS B-302: 150 HP, 2,600 SCFM B-303: 125 HP, 2,000 SCFM B-304: 150 HP, 2,600 SCFM B-305: 75 HP (AUX), 1,200 SCFM Designed: C. Bryant Drawn: A. Cariaso Checked: R. Dorn, P.E. RAS U U) U) 0- co PRIMARY CLARIFIER NO. 3 w a AERATION BASIN NO. 1 AERATION BASIN NO. 2 AERATION BASIN NO. 3 TOTAL VOL: 673,000 GAL TOTAL VOL: 673,000 GAL TOTAL VOL: 673,000 GAL (INCLUDING CONTACT ZONE) (INCLUDING CONTACT ZONE) (INCLUDING CONTACT ZONE) �I ML RAS SECONDARY SECONDARY CLARIFIER NO. 1 CLARIFIER NO. 3 DIAMETER = 90 FT WAS/SC DIAMETER = 90 FT DEPTH = 17.5 FT DEPTH = 17.5 FT PS�SG Q SECONDARY CLARIFIER NO. 2 DIAMETER = 90 FT DEPTH = 17.5 FT WAS/SC LU W U) Scale: N/A One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable � RAS RAS co W Q 0- m O J U Y Q w RAS-411 AS PUMP CAP: 2,100 GPM (EA) HP: 25 (EA) RAS-412 RAS-413 RAS-414 EDMONDS WWTP CARBON RECOVERY WWTP LIQUID PROCESS FLOW DIAGRAM Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE Drawing: G-6 Sheet: 6 of 114 File: P20-10570_G-6 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED SCREENINGS 0 0 0 Q U E 00 O co N O N 0 Q co 0 �I O rl- LO O r-IIIIIIIIII-F CV Z6 0_ E a) n3 E w m - C ry a) a) LL a) N N U O (a a) o U U a) - 0 0 C _�e U 75 U - D_ m � ~I 3 ti 3:I o O r ti � LO O O N X oN E 0 E OI w Ln 0 0 U i (n O a) X Q ai E �� U o i_L L X FA (TO PLANT ODOR CONTROL SYSTEM) BC ACFM: 500 BC % MOISTURE: 5 BC TEMP: 80 F CM ACFM: 500 - CM % MOISTURE: 5 CM TEMP: 80 F DEWATERED SLUDGE (DS) LBS/HR: 768 % SOLIDS: 26.5 SEE DWG G-6 _*_[DS HOPPER COLLECTED DUST BC LBS/HR: 5 BC % SOLIDS: 98 CM LBS/HR: 5 CM % SOLIDS: 98 FUGITIVE VT _ DUST SYSTEM DUST SYSTEM EXHAUST BC ACFM: 3,000 BC % MOISTURE: 2 BC TEMP: 120 F CM ACFM: 3,000 CM % MOISTURE: 2 CM TEMP: 120 F ISSUED FOR PERMIT No. Revision DU BC ACFM: 3,000 BC % MOISTURE: 2 BC TEMP: 120 F CM ACFM: 3,000 CM % MOISTURE: 2 CM TEMP: 120 F DU MIXER 1 DISCHARGE BC LBS/HR. 3,965 BC % SOLIDS: 61.47 CM LBS/HR: 3,679 CM % SOLIDS: 59.99 n CVR-005 MIXER 1 DRYER FEED DS BC LBS/HR: 3,197 PUMP BC % SOLIDS: 61.47 CM LBS/HR: 2,911 CM % SOLIDS: 59.99 I 04-2021 GRM RAD Date By App'd CARBON FILTER EXHAUST BC ACFM: 5,552 BC % MOISTURE: 3.83 BC TEMP: 116.8 F CM ACFM: 4,572 CM % MOISTURE: 3.58 CM TEMP: 120 F MIXER 2 G-601 GASIFIER FEED BIN GASIFIER FEED BC LBS/HR: 768.0 BC % SOLIDS: 61.47 CM LBS/HR: 768.0 CM % SOLIDS: 59.99 % SOLIDS: 0.0 - CM LBS/HR: 96.0 TO ATMOSPHERE CM % SOLIDS: 50.00 SC-601 SEE DWG G-6 1 POC BC ACFM: 7,122 BC % MOISTURE: 3.83 BC TEMP: 195 F GASIFIER/OXIDIZER V GASIFIER EXHAUST BC ACFM: 6,974 BC % MOISTURE: 10.30 CVR-009 BC TEMP: 1,993 F CM ACFM: 11,248 CM % MOISTURE: 10.30 LOADOUT CM TEMP: 1,993 F BC LBS/HR: 282 CM ACFM. 8,666 CM % MOISTURE: 3.58 CM TEMP: 438 F BC % SOLIDS: 100 CM LBS/HR: 129 CM % SOLIDS: 100 HEAT EXCHANGER DRYER SUPPLY AIR (POST -PLUME ABATEMENT) BIOSOLIDS PUMP BC ACFM. 10,582 BC % MOISTURE: 9.64 DRYER EXHAUST BC TEMP: 800 F BC ACFM: 6,449 DRYER CM ACFM: 8,589 BC % MOISTURE: 16.19 FEED CM % MOISTURE: 13.81 BC TEMP: 200 F BIN CM TEMP: 800 F CM ACFM: 5,404 CM % MOISTURE: 21.48 CM TEMP: 200 F _20.A DRUM DRYER ID FAN CARBON PACKED FILTER / TOWER T WET SCRUBBER EXHAUST BC ACFM: 2,552 BC % MOISTURE: 6.20 BC TEMP: 114 F CM ACFM: 1,572 CM % MOISTURE: 6.20 CM TEMP: 120 F EQ RECYCLE BIN EQ BIN DISCHARGE BC LBS/HR: 3,197 BC % SOLIDS: 90 CVR-004 CM LBS/HR: 2,911 CM % SOLIDS: 90 I DRYER SUPPLY AIR (PRE -PLUME ABATEMENT BC ACFM: 11,422 BC % MOISTURE: 9.64 BC TEMP: 900 F CM ACFM: 11,656 CM % MOISTURE: 13.81 M TEMP: 1,250 F AMBIENT AIR - 111111110- BLEND BOX I BC ACFM: 1,573 BC % MOISTURE: 3.00 FLUE GAS BC TEMP: 70 F RECIRCULATION FAN CM ACFM: 82 CM % MOISTURE: 3.00 . CM TEMP: 70 F __(i)�FLUE GAS RECIRCULATION AIR VENTURI BC ACFM: 2,000 SCRUBBER BC % MOISTURE: 16.19 BC TEMP: 200 F CYCLONE EXHAUST CM ACFM: 2000 BC ACFM: 6,449 CM % MOISTURE: 21.48 DR BC % MOISTURE: 16.19 CM TEMP: 200 F WW BC TEMP: 200 F PRODUCT CM ACFM: 5,404 CYCLONE SEPARATOR GPM: 80 CM % MOISTURE: 21.48 CVR-002 CM TEMP: 200 F _F CVR-003 ECOREMEDY EQUIPMENT PACKAGE bhcBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: N/A One Inch at Full Scale r� �1 If Not One Inch Scale Accordingly CVR-001 AME E CO Green •Clean •Sustainable � DRYER DISCHARGE BC LBS/HR. 3,197 BC % SOLIDS: 90 CM LBS/HR: 2,911 CM % SOLIDS: 90 NOTES: 1. LBS/HR DENOTES DRY LBS/HR. 2. CM DENOTES CONCENTRATED MINERAL OPERATION MODE. 3. BC DENOTES BIOCHAR OPERATION MODE. 4. % MOISTURE IN AIR FLOWS IS WEIGHT %. MATERIAL FLOW AIR FLOW ASH THICKENER VACUUM FILTER DUMPSTER BY CITY EDMONDS WWTP CARBON RECOVERY WWTP SOLIDS PROCESS FLOW DIAGRAM Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE � ROBERr � � O QD I .� j `� JONAL V�" -I' 1 f Drawing: G-7 Sheet: 7 of 114 File: P20-10570_G-7 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� 0 W 0 W W 0 Q U E M 0 r N 0 N 0 Q co 0 0 rl- LO 0 0 N o_ a� E M LL L m E o_ L U O 0 T c� E o_ 0 rl- LO 0 0 N 0 U O m ~I 0 rl- LO 0 0 N X ai E 0 LL m X DESIGN CRITERIA LIQUID PROCESS SUMMARY INITIAL CONDITION DESIGN DESIGN MECHANICAL BAR SCREENS AERATION BASINS BLOWERS CHLORINE CONTACT CHAMBER (1991) CONDITION (2038) NUMBER 3 NUMBER 3 NUMBER 4 NUMBER 2 FLOW, MGD WIDTH, FEET 4 SURFACE DIMENSIONS, EACH, FEET 58 x 75.3 TYPE MULTI -STAGE, HYBRID LENGTH, FEET 251 ANNUAL AVERAGE 6.7 9.1 5.36 SIDEWATER DEPTH, FEET 20.6 CAPACITY, TOTAL, CFM 8,400 WIDTH, FEET 5.5 MAXIMUM MONTH 8.7 11.8 8.83 PARSHALL FLUMES VOLUME, TOTAL, 1000 GALLONS 2,019 HORSEPOWER, TOTAL 500 SIDEWATER DEPTH, FEET 15.5 MAXIMUM DAY 16.8 21.6 - NUMBER 3 CONTACT ZONE VOLUME, 1000 GALLONS 348 VOLUME, 1000 GALLONSd 420 PEAK HOUR 31.3 40.0 - THROAT WIDTH, FEET 2 RETURN ACTIVATED SLUDGE PUMPS DETENTION TIME, MINUTES MAXIMUM FLOW TO SECONDARY TREATMENT b 22.9 22.9 22.9 COMPLETED MIX ACTIVATED SLUDE MODE NUMBER 4 ANNUAL AVERAGE 66 RAW SEWAGE PUMPS DETENTION TIME, HRS TYPE HORIZONTAL, NON -CLOG MAXIMUM DAY 28 BOD5 LOADINGS NUMBER 4 ANNUAL AVERAGE 5.1 CENTRIFUGAL PEAK HOUR 15 ANNUAL AVERAGE TYPE VERTICAL, NON -CLOG MAXIMUM MONTH 3.9 CAPACITY, EACH, GPM 2,100 LOAD, LB/D 11,200 15,300 11,035 CENTRIFUGAL MAXIMUM DAY 2.2 HORSEPOWER, EACH 25 CHEMICAL EQUIPMENT CONCENTRATION, MG/L 201 201 247 CAPACITY, EACH, GPM 9,260 PEAK HOUR 2.1 DRIVE TYPE VARIABLE FREQUENCY SODIUM HYPOCHLORITE HORSEPOWER, EACH 100 F/M: LB BOD5 / LB MLSS STORAGE TANKS, NUMBER 2 MAXIMUM MONTH DRIVE TYPE 2 - VARIABLE FREQUENCY; ANNUAL AVERAGE 0.27 FINAL CLARIFIERS STORAGE TANKS, VOLUME, EACH, GAL 3,000 LOAD, LB/D 14,100 19,200 13,132 2 - CONSTANT SPEED MAXIMUM MONTH 0.34 NUMBER 3 DOSING PUMPS, NUMBER 4 CONCENTRATION, MG/L 195 195 213 MAXIMUM DAY 0.59 TYPE FLOCCULATING,CIRCULAR DOSING PUMPS, TYPE PERISTALTIC PRIMARY CLARIFIERS OXYGEN DEMAND, LB/HR DIAMETER, FEET 90 DOSING PUMPS, TOTAL CAPACITY, GPM 10,500 MAXIMUM DAY NUMBER 3 ANNUAL AVERAGE 440 SIDEWATER DEPTH, FEET 17.5 SODIUM HYDROXIDE (CAUSTIC) LOAD 22,400 30,500 - TYPE MAXIMUM MONTH 523 OVERFLOW RATE, GPD/SF STORAGE TANKS, NUMBER 1 CONCENTRATION, MG/L 160 169 - CLARIFIERS 1 & 2 SQUARE W/ CIRCULAR MAXIMUM DAY 790 AVERAGE DAY 477 STORAGE TANKS, VOLUME, EACH, GAL 1,000 MECHANISM MAXIMUM DAY 1,134 DOSING PUMPS, NUMBER 2 CLARIFIER 3 RECTANGULAR W/ 2 CONTACT STABILIZATION MODE PEAK HOUR 1,200 DOSING PUMPS, TYPE XX SUSPENDED SOLIDS LOADINGS CIRCULAR MECHANISMS CONTACT TIME, MINUTES DETENTION TIME, HRSc DOSING PUMPS, TOTAL CAPACITY, GPM XX ANNUAL AVERAGE SURFACE DIMENSIONS ANNUAL AVERAGE 53.2 AVERAGE DAY 4.7 SODIUM BISULFITE LOAD, LB/D 8,300 11,300 8,712 CLARIFIERS 1 & 2, FEET 60 x 60 MAXIMUM MONTH 40.8 MAXIMUM DAY 2.1 STORAGE TANKS, NUMBER 1 CONCENTRATION, MG/L 149 149 195 CLARIFIER 3, FEET 45 x 91 MAXIMUM DAY 22.5 PEAK HOUR 2.1 STORAGE TANKS, VOLUME, EACH, GAL 600 SIDEWATER DEPTH, FEET 10 PEAK HOUR 21.9 SOLIDS LOAD, LB/DAY/SF DOSING PUMPS, NUMBER 2 MAXIMUM MONTH OVERFLOW RATE, GPD/SF STABILIZATION TIME, HRSc AVERAGE DAY 14.5 DOSING PUMPS, TYPE PERISTALTIC LOAD, LB/D 11,600 15,900 11,328 AVERAGE DAY 806 ANNUAL AVERAGE 8.5 MAXIMUM DAY 33.0 DOSING PUMPS, TOTAL CAPACITY, GPM 950 CONCENTRATION, MG/L 161 161 227 MAXIMUM DAY 1,916 MAXIMUM MONTH 6.5 PEAK HOUR 33.7 PEAK HOUR 3,420 MAXIMUM DAY 4.6 EFFLUENT PUMPS MAXIMUM DAY DETENTION TIME, HRS PEAK HOUR 4.6 NUMBER 5 LOAD, LB/D 21,600 29,400 - AVERAGE DAY 2.2 TYPE VERTICAL, MIXED FLOW CONCENTRATION, MG/L 154 163 - MAXIMUM DAY 0.4 CAPACITY, EACH, GPM 7,000 PEAK HOUR 0.5 HORSEPOWER, EACH 100 DRIVE TYPE 2 - VARIABLE FREQUENCY; 3 - CONSTANT SPEED SOLIDS PROCESS SUMMARY a. UNIT PROCESS CRITERIA LISTED ARE BASED ON DESIGN PRIMARY SLUDGE AND SCUM PUMPS DEWATERED SLUDGE STORAGE HOPPER DUST COLLECTOR CONDITION. NUMBER 6 NUMBER 1 TYPE BAGHOUSE TYPE AIR -OPERATED DIAPHRAGM SCREWS 2 NUMBER 1 b. UP TO 17.1 MGD OF PRIMARY EFFLUENT IS BYPASSED TO CAPACITY, EACH, GPM 150 VOLUME, CUBIC YARDS 25 DESIGN AIRFLOW RATE, ACFM 3,000 CHLORINATION DURING INFREQUENT PEAK FLOW EVENTS. FILTER SURFACE AREA, SF 579 BLEND TANK DEWATERED SLUDGE PUMPS BAG LENGTH, FT 6 c. BASED ON 50% SLUDGE RECYCLE TO 8.8 MGD MAXIMUM. NUMBER 1 NUMBER 1 NUMBER OF BAGS 64 VOLUME, 1,000 GALLONS 29 TYPE PISTON EXHAUST FAN HP 10 d. VOLUME INCLUDES 105,000 GALLON EFFLUENT PUMPING MIXER TYPE SIDE ENTERING MECHANICAL CAPACITY, EACH, GPM 15 STATION WETWELL. MIXER HORSEPOWER 7.5 HORSEPOWER, EACH N/A EMISSIONS EQUIPMENT CYCLONE BLEND SLUDGE TRANSFER PUMPS CONVEYANCE DESIGN AIRFLOW RATE, ACFM 6,557 NUMBER 2 MATERIAL DRIED CAKE, BIOCHAR, ROTARY AIRLOCK, HP 1.5 TYPE DOUBLE DISC DIAPHRAGM CONCENTRATED CAPACITY, EACH, GPM 100 MINERALS VENTURI SCRUBBER HORSEPOWER, EACH 5 CAPACITY, CUBIC FEET/HR 64 NUMBER 1 INLET AIRFLOW RATE, ACFM 4,557 WAS AND SECONDARY SCUM PUMPS SHAFTLESS SCREW CONVEYORS OUTLET AIRFLOW RATE, ACFM 3,350 NUMBER 5 NUMBER 4 COOLING WATER, GPM 80 TYPE PROGRESSIVE CAVITY RECIRCULATION PUMP, HP 7.5 CAPACITY, EACH, GPM 50 BUCKET ELEVATOR HORSEPOWER, EACH 5 NUMBER 1 PACKED TOWER SCRUBBER DRIVE TYPE CONSTANT SPEED MOTOR HP 2 NUMBER 1 INLET AIRFLOW RATE FROM VENTURI, ACFM 3,350 WAS STORAGE TANKS BINS DILUTION AIR FROM BAGHOUSE, ACFM 3,000 NUMBER 1 TYPE LIVE BOTTOM TOTAL INLET AIRFLOW, ACFM 6,350 VOLUME, 1,000 GALLONS 102 NUMBER 2 HYPO DEMAND, GAL/DAY 24 MIXER TYPE AERATION STORAGE VOLUME, EACH, CF 256 CAUSTIC DEMAND, GAL/DAY 24 RECIRCULATION PUMP, HP 7.5 WAS TRANSFER PUMPS BIOSOLIDS MIXERS NUMBER 2 NUMBER 2 INTERNAL DRAFT (ID) FAN TYPE ROTARY LOBE MOTOR HP 75 CAPACITY, EACH, GPM 150 GASIFIER AIRFLOW, ACFM 5,500 Call 48 Hours HORSEPOWER, EACH 7.5 NUMBER 1 DRIVE TYPE VARIABLE FREQUENCY HOURS OPERATED / DAY 24 ACTIVATED CARBON ADSORBER Before You Dig MAXIMUM LOADING, DRY LBS / HR 768.0 NUMBER 1 SCREW PRESSES OPERATING TEMPERATURE 1,993.0 F MEDIA FILL, CF 450 1-800-424-5555 NUMBER 2 CAPACITY, MMBTU/HR 6.0 UNDERGROUND SERVICE CAPACITY, EACH, GPM 150 HOURS OPERATED/DAY DRYER ANNUAL AVERAGE 24 NUMBER 1 RT MAXIMUM MONTH 30 TYPE DRUM DRYER 4� oOBE ��, 0 MAXIMUM DAY 23.7 HOURS OPERATED / DAY 24 w0���� LOADING, GPM PER SCREW PRESS MAXIMUM LOADING, DRY LBS / HR 3,197 ANNUAL AVERAGE 80 OPERATING TEMPERATURE 200.0 F MAXIMUM MONTH 100 �o 48 MAXIMUM DAY 190 jo DEWATERED SOLIDS TOTAL SOLIDS %, TYP 26.5 NAL if BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: G-8 Sheet: 8 of 114 1601 Fifth Avenue, Suite 500 bhc Seattle, Washington 98101 206.505.3400 (fax) C 4 N S U LTA N T S www.bhcconsultants.com CONSULTANTS N/A AMERE5;CO Green . Clean a Sustainable DESIGN CRITERIA Drawn: P. Simon One Inch at Full Scale M. , r If Not One Inch Scale Accordingly File: P20-10570_G-8 ISSUED FOR PERMIT 04-2021 GRM RAID Checked: R. Dorn, P.E. p, Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 O N 0 Q U E T ory N N 00 QU � O i� o 0 0 — rn 6 of Q f� O Ln � O x o w N � O LO N O m o C N 0 X L — N 0)w � o Lo cn O N r o > N O X U 0 O °� O U � n Lo .. CD � o N of X Ln CDY � U O O N U -0 m 0 O E OI -0 I` W LO O O U m � 0 X Q _ E c U � W L X A 105 SPIKE ISSUED FOR PERMIT No. I Revision a O W m 2 a _z C W I W LL A 110 PK 04-2021 GRM RAID Date By App'd FINAL CLARIFIER NO. 3 PRIMARY CLARIFIER NO. 3 FF=-7.65 108 0 'V09 0 107 SPIKE FINAL CLARIFIER NO. 1 ❑ I-1 n ❑ BLOWER BUILDING AERATION BASINS 0 I PRIMARY PRIMARY HEADWORKS CLARIFIER NO. 2 I CLARIFIER NO. 1 BUILDING EX 10'-10" O HANDRAIL CHEMICAL STORAGE FLOW HANDRAIL �.Y .:::. ' TANK, SEE NOTE 9 SPLITTER BOX NO CITY WATER TO ' THIS BUILDING FROM B-7 ODOR CONTROL STJItM CCESS THE SOUTH . NO CITY WATER TO IJ 103 RAW SLUDGE SCRIBED X '. T _ �- r ' ' — _ ..,... THIS BUILDING FROM THE SOUTH PUMPING STATd'*0*2 BELOW 123.5s' ' .. �1 j GRAVEL .r•• 't FF=17.35 FF=21.36— FF=21.30 J 6J -P G COD UNDERGROUND FUEL STORAGE TANK FILLER CAPS (TYP) '''•_ DT14 DT1 I 0 W a � W 'u. Z DT12 N r' W W 1 SOLIDS :Ci.?p �G PROCESS 101 �.� sss s BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 (A; 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com W W ® OPERATIONS B-15 BUILDING Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. SD 77. Scale 1 " = 20'-0" One Inch at Full Scale If Not One Inch Scale Accordingly 14 C , . CB 1189 A ?IM 15.05 ''..� . I.E. 13.2 E. 6" STEEL PIPE DRAIN ~' A ELBOW SEN S PIPE DOWN, ` `� 10 VISIBLE EXIT FOR WATER 100 ENT NCE SPIKI G c ;I w — PW AC Q z — SD B 11' x 11' CONCRETE PAD, TOS EL 17.33, SEE NOTE 9 ® UNDERGROUND B-2 FUEL STORAGE TANK ALDER ST AME E CO Green •Clean •Sustainable � SURVEY NOTES 1. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY. SOURCES OF BOUNDARY INFORMATION AS SHOWN INCLUDE FIELD -TIED MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR INDEXING INFORMATION. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 3. FIELD SURVEY: KPG, APRIL, 2019. LICENSEE MICHAEL R. BOWEN, P.L.S. NO. 29294. 4. CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL MAPPING STANDARDS. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS. 5. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 6. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. 7. DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY LOCATORS. MULTIPLE LINES AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY NOT BE SHOWN IN THE DRAWING. 8. GEOTECHNICAL BORINGS DESIGNATED AS B-XX ARE NOT SURVEYED, BUT ARE LOCATED PER GEOTECHNICAL REPORTS BY LANDAU ASSOCIATES, INC (1987-1988). LOCATION SHOWN IS APPROXIMATE. 9. EXISTING 10'-10" DIAMETER CHEMICAL STORAGE TANK LOCATED ON CAST IN PLACE 11' x 11' CONCRETE PAD, TOS EL 17.33 SHOWN SCHEMATICALLY AND NOT PART OF SURVEY. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91. VERTICAL DATUM EDMONDS WWTP CARBON RECOVERY EXISTING SITE PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER),, OF WA�j j O Cn `J i�V �p2� �f Drawing: G-9 Sheet: 9 of 114 File: P20-10570_G-9 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 0 Q U E N ti N O N O O i Q Q 0 0 0 I Ln O %WIX N � D_ E N (0 E iL 0 7 0 c� Cn 0 U O m OI ti Ln O O N X E O I u7 O O N X E c LL MR No. EQUIPMENT AND INSTRUMENTATION PROVIDED BY EQUIPMENT TAGS MAJOR EQUIPMENT ITEM MANUFACTURER MODEL CAPACITY CAPACITY UOM HP VOLTAGE PHASE VFD EQUIPMENT WEIGHT (LB) OPERATING WEIGHT (LB) CVR-101 SHAFTLESS SCREW SCREENINGS CONVEYOR AUSTIN-MAC - 100 LB/HR 3 230/460 3 NO 3500 6450 AUSTIN-MAC ZSC-101 ZERO MOTION SWITCH MILITRONICS MFA 4P - - - - - - - - - EMERGENCY STOP CABLE SWITCH ALLEN BRADLEY LIFELINE 3 - - - - - - - - SC-101 HEADWORKS SCREENINGS COMPACTOR KUSTERS WATER PROTECHTOR SWP 200 x700 70 FT3/HR 3 230/460 3 NO 2100 - TSH-101 SC-101 MOTOR HIGH TEMPERATURE SWITCH - - - - - - - - - - KUSTERS SC-102 SC-101 BAGGING UNIT - - - - - - - - - - WATER SC-601 SOLIDS HANDLING ROOM SCREENINGS COMPACTOR KUSTERS WATER PROTECHTOR SWP 200 x1200 70 FT3/HR 3 230/460 3 NO 2600 - SC-602 SC-601 SCREENINGS SHREDDER - - 70 FT3/HR 5 230/460 3 NO - - LSH-601 SC-601 HIGH LEVEL SWITCH KENCO ENGINEERING KEFS-2-SPDT5-S6 - - - - - - - - SCP-101 SCREENINGS PUMP WEMCO WEIR WEMCO TORQUE -FLOW 3" MODEL C (3X3) 150 GPM 10 230/460 3 NO 1260 - WEMCO SCP-102 SCREENINGS PUMP WEMCO WEIR WEMCO TORQUE -FLOW 3" MODEL C (3X3) 150 GPM 10 230/460 3 NO 1260 - PSH-101 SP-101 HIGH PRESSURE SWITCH - - - - - - - - - - PI-101 SP-101 DISCHARGE PRESSURE INIDICATOR - - - - - - - - - - CONTRACTOR PSH-102 SP-102 HIGH PRESSURE SWITCH - - - - - - - - - - PI-102 SP-102 DISCHARGE PRESSURE INIDICATOR - - - - - - - - - - WS-601 ECOPURE ODOR SCRUBBER BIOAIR EP10283 17500 SCFM - - - - - 107000 NP-601 NUTRIENT PUMP JESCO MAGDOS LB 10 2.4 GPH 18 W 120/160VAC 3 NO - 7 BIOAIR FT-01 PULSED NUTRIENT FLOW SENSOR GF PADDLEWHEEL WATER FLOW SENSOR 198.840.143 24VDC NO - FS-01 PULSED NUTRIENT FLOW SWITCH JESCO FLOWCON Al3300402 24VDC NO - NUTRIENT HEATER HOFFMAN DAH2O01A 120/160VAC NO - FIC-601 FOUL AIR FAN VERANTIS CLUB-3000 17500 SCFM 60 480 3 YES - 605 PROCESS VALVES PROVIDED BY VALVE TAGS VALVE DESCRIPTION MANUFACTURER MODEL MEDIUM TYPE SIZE (IN) OPERATION MANUAL OR ACTUATED HP VOLTAGE KUSTERS WATER SV-101 SC-101 1-INCH XP BRONZE SOLENOID VALVE JEFFERSON ZC1342BA08T-CL 3W BALL 1 OPEN/CLOSE MANUAL N/A 120 ABV-01 NUTRIENT FEED MOTORIZED BALL VALVE 2.5 OPEN/CLOSE MOTORIZED BIOAIR CDV-01 FIC-601 LEVER DAMPER - - FA DAMPER 42 MODULATING MANUAL N/A 120/160 CONTRACTOR SCV-601 SC-601 ISOLATION VALVE DEZURIK PEC,4,F1,DI,NBR,M GROUND SCREENINGS PLUG 4 OPEN/CLOSE MANUAL N/A N/A i111r•1ft" 1. EQUIPMENT, VALVES, PIPING PROVIDED BY ECOREMEDY ARE NOT INCLUDED. 2. VALVES AND EQUIPMENT SHOWN ARE MAJOR PROCESS VALVES AND EQUIPMENT. THE SHOWN LIST IS NOT INTENDED TO INCLUDE ALL VALVES AND EQUIPMENT PROVIDED BY THE MANUFACTURERS. REFER TO EQUIPMENT MANUFACTURER EQUIPMENT SUBMITTAL PACKAGES FOR A COMPLETE LIST OF EQUIPMENT, VALVES, AND PIPING PROVIDED BY MANUFACTURERS. 3. CONTRACTOR SHALL SUPPLY EQUIPMENT, VALVES, AND PIPING LISTED THAT ARE DESIGNATED AS "CONTRACTOR" UNDER VENDOR PACKAGE COLUMN. 4. PIPE SUPPORTS ARE RESPONSIBILITY OF CONTRACTOR. CONTRACTOR TO DESIGN AND PROVIDE PIPE SUPPORTS. 5. SEE SPECIFICATION 13053 SEISMIC RESTRAINT REQUIREMENTS FOR INFORMATION CONCERNING SEISMIC ATTACHMENTS. 6. FOR PIPING SUPPORTED BELOW GASIFICATION FLOOR SLAB, PROVIDE DETAILS TO EITHER ATTACH TO SLAB OR BEAMS AND PROVIDE SEISMIC BRACING AS REQUIRED. PIPING SCHEDULE PIPE LEGEND PIPING SYSTEM PIPE MATERIAL SCHEDULE SUPPLIED BY PIPE SIZE EXTERIOR COATING LINING JOINTS TEST MEDIUM, PRESSURE/DURATION MAXIMUM SUPPORT SPACING (FEET) MINIMUM HANGER ROD DIAMETER (INCHES) SC SCREENINGS DI CONTRACTOR 4" SEE DWG G-5 PROTECTO 401 CERAMIC EPDXY FLANGE/GROOVE WATER, 45 PSI/240 MIN 10 5/8 DR DRAIN PVC SCH 80 CONTRACTOR 311,411 NA NA SOLVENT WELD WATER, 5 PSI/60 MIN 6 3/8 W POTABLE WATER PVC SCH 80 CONTRACTOR 2 1/2" NA NA SOLVENT WELD WATER, 30 PSI/240 MIN 6 3/8 DR DRAIN ABS CONTRACTOR 1", 21, 41, 6" NA NA SOLVENT WELD WATER, 5 PSI/60 MIN 6 3/8 SD SUMP DISCHARGE ABS CONTRACTOR 1 ", 21, 41, 6" NA NA SOLVENT WELD WATER, 5 PSI/60 MIN 6 3/8 FA ODOR CONTROL FRP CONTRACTOR 411, 6115 8115 12115 20115 36" NA NA N/A AIR, -10 IN. WC/60 MIN 6 3/8 BC BIOCHAR DI CONTRACTOR 4" NA PROTECTO 401 CERAMIC EPDXY N/A WATER, 45 PSI/240 MIN 10 5/8 DS DEWATERED SLUDGE DI CONTRACTOR 4" SEE DWG G-5 PROTECTO 401 CERAMIC EPDXY FLANGE/GROOVE WATER, 45 PSI/240 MIN 10 5/8 CS SODIUM HYDROXIDE (CAUSTIC) DOUBLE -WALLED PE CONTRACTOR 1" X 3" NA NA BUTT FUSION WATER, 30 PSI/240 MIN 6 3/8 SH SODIUM HYPOCHLORITE DOUBLE -WALLED PE CONTRACTOR 1" X 3" NA NA BUTT FUSION WATER, 30 PSI/240 MIN 6 3/8 FA FOUL AIR FRP BIOAIR 42" NA NA N/A AIR, -10 IN. WC/60 MIN 6 3/8 W POTABLE WATER PVC SCH 80 2 1/2" NA NA SOLVENT WELD WATER, 30 PSI/240 MIN - - DR DRAIN PVC SCH 80 1/2", 1", 2", 2 1/2", 4" NA NA SOLVENT WELD WATER, 5 PSI/60 MIN - - ISSUED FOR PERMIT Revision 04-2021 GRM RAID Date By App'd bhc CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: G. Mockos, P.E. Drawn: P. Simon Checked: R. Dorn, P.E. Scale: N/A One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green . Clean . Sustainable EDMONDS WWTP CARBON RECOVERY EQUIPMENT AND PROCESS VALVE LISTS, AND PIPE SCHEDULE Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER7, WAS W ■ O ONAL �v �otir �r �f Drawing: G-1 0 Sheet: 10 of 114 File: P20-10570_G-10 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED NORTH fy U O L 0 0 CL CL 0 a LL x w of LO 0 0 X a L O m U o C° U E a D o_ U— � E U �I E o m I­ LO LO �, o 0 o LP �X U) CDY N U - O (D2: o — L L Q I— N of U LO 0 O ^_ [L N X of Q �� oU) �U) o� N U o_ Q i6 o E a c: o l c r— LO ii o N p U N 0 X -O L FL Q U O VJ > a OU O [Y a O O r— LO L O M U o d N >� X CL orl- f Q L o �m as N L LL X o w E of w LO 'o C) U o 6 U a)X Q ai U m X No. ISSUED FOR PERMIT +i+ + + + + + + + + + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r r + + + + + + + + + + + + + + + ++ \++ + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + + + + + + + + + + +I + + + + + + + + -1. -- + + + + + + + + + r- + + r + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I SAM-102 + + ++++4 SAM-101 SAM-207 + + + +1 +FIT-1 � Revision + + + + + + + }1+ ++ + ++ ++ ++ ++ ++ + + + + + +t+ �+ + + + + + + +++++++ + + + ++ ++++++++++++ + + I+I + + + + t + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + -t0++Ik1+ 1 L+ 05 + + + + + + + ++ -+ +�� + + + + + + + + + + + + + + + + + + + + + + + + + + + 11 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f—, + + +, + + + f, + + + + + + + \H=1�t1 +\I + + +H 1-02r `+I` ++++++\ 1� \y + + + + + + + + + + /`+I + + + + + + ,/ + + + + + + + + + + + + + L+ �` + + + + + + L� ` + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + I + + +I + + + + 1 + + + SCREEN ROOM + + } + + + + + + + + + + + + + + + + fi fi fi fi fi + + + +� + + + + + + + + + + + + + + + + + + ..... + + + + + + + + + + + + + + + +1 + + +\+ . + + + I + + + \ + + + } + + + + + + + I+ + + +\1 4 + + + + + + + + + I+ + + + + + t+ + + + \ + + + L: +—� \ + + + tH + + + + + 1'+ + + + + + + + + +4 + + + + + + + + + + + + + + +� + + +_1�1 + + + + + + + + + + + S-103 + + + + + + + + + + + + + + + + + + + + + + + + + RS-101 ----—--------—_T---------I—_T---------I—— — — — — — — — — I I I I I I I I MCC/CONTROL ROOM I 1 RS-102 I 1 RS-103 I 1 RS-104 G-101 I 1 01 1AI 1 11 _T���, 1 1 + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + I I I 30" FA I I — — — — O I I+++ LIT-108 I I LIT-122 AIY-1 I AIY-120 2TE11_­ + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �— + + + +\ �-- —� + + + + — — + + + + + +—+ ± + + + + +—+� + +—+ + + + + + + + +— ± + + + +/+ + + + + + .� + + + + + + + + r+ + + + + + — — + \ + — + + + +—+ + + /+/ + + + T�� + + + \ + + + + + 'k + + + �+ + +\ + + + + + + \ + + +�� + +1 + + + +H7107/� + + + �+ H-1P6 + + + I+ +H+1��j + + + + + + + + + + + �� \ \ +� + + +, \ + + + + + < \,k + + + 1 + + \ + + + + + + + \ \ \ \ —+ + + + —+— + + +—+— + + + + + + 1+ + + + + + \� \ \ \\ �\\ \\ \ \ + L+� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I+ + + + + + + �+ + + + ++++++I++++++++++ + +++-+++++++++++++++1 + + + +++++ ++ INA ++ ++F+F1+++ + + ++++ ++++++ + + + + + + + + + \�+ + \++++ +++++ + + + + + + + + + + + + + + + + + 4 + + A -7 2Q + + + + + + + + + + + + A +1�2� + + + + + + + + + + ++++++++I++++++++I+++ +++I++ ++++ ++++ + ++ +++++++++++++ +++++++ ++++++++++ ++++++++++++++++++ ++++++++++++++++ ++++� ++++++ + + + + + + + +fi+ + + . 1+ + + t + + 4 + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + 1+ + + t + 4 + r1 + + + I + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +V_ +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +I+ + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + +I + + + + + +I+ + + + + + + $ + + + + I+ + + + + + + + + + + + +10 + + + + + + +�+ � + -1� + 1 + I�-10 + 1+ + + + I 1 SL+108 j + + + + + + + + + + + + + SG- �1 + + + + + +1� + + + + &G --163 + + + + + + + + + + + + + + + + + + + +� 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + 4 + + + + + + + 1+ +�+ + + + + + + + + + + + + + + + + + + + + [L + + + + + + + + + + + + + + + + + + + + + + + + + + -7 7 + 7 7T_ - 7--7 + -7-- -7 + 7--7 —_7__77__T_ + -7 - + 7- —+ + + + + + + + + I + + + + + + + + + + + + I+ +I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + + + + + + +I++ + + +L+ ++++J++L+ +++—++++±++++++++++++++++++++++ — — — — - — — — — + +++ �++ ++ + + ++II + ++ ++++++++++++++++ +++++++++++++++++++++ + I ++++++++++++++++++++++++++ ++++++++++ ++++++++++++ + �+++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + 1+ + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, \�, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + FHT+106 + + + + + -FIT-1 Q5 + + + + + + '�94, + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + I" BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By App'd MATCHLINE - SEE DWG G-12 Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly AMERESC4rode(l Green • Clean •Sustainable � 1 1 I I II I I II 1 1 1 1-44 1 I I II —I I rmV,A, Ev='Em VA' NOTES: CLASS I DIVISION 1 CLASS I DIVISION 2 CLASS II DIVISION 2 1. CLASSIFIED AREA EXTENDS TO THE CEILING OF SPACE IF ENCLOSED, UNLESS NOTED OTHERWISE. CLASSIFIED AREA EXTENDS TO THE GREATER OF 15-FEET ABOVE EQUIPMENT OR 15-FEET ABOVE WALL IF OPEN TO ENVIRONMENT, UNLESS OTHERWISE NOTED. EDMONDS WWTP CARBON RECOVERY HEADWORKS AREA CLASSIFICATION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n �A, r0� 44806 O� �GISTE�� �ss10NAL�� 11-7-20;Z1 I Drawing: G-11 Sheet: 11 of 114 File: P20-10570_G-11 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED LEGEND: Ir L U O L 0 T C� L I .o U) L LL X LU I O LO O r O N X L C 0- 0 d 0 I LO 0 0 N X E of r` LO 0 0 N X L cu E ^cu LL 0 U O O m U 0 o Lo o Q o C X E n3 c0- d N L M Q 0 o m N p CD L N dl co 0 o rl- QLO o N ca X O U N Q � O o Ln o CD 0 0 0 N N X cEa c w L N Or-- cn LO 0) � o N X U — a) 0 > 0 � wl c o O ti -0 LO o (a T C o N � X oa) f Q rl L o �CU N L U) L.L -0 X O w E of -0 LO W o O U m X0 Q E U 0 m� L X 0 Z 0 5 10 Scale in Feet PRIMARY CLARIFIER NO. 2 RAW SLUDGE PUMPING STATION BELOW YD 1592 RIM 23.56' MATCHLINE - SEE DWG G-13 IL 1 DOWN / 103 � SCRIBED X •4 a a a a� / 4 a - 1 4 \ a PRIMARY CLARIFIER NO. 1 m I — = i I NOTES: 4 p 4I I . r 4 p L W p U 0 4 W W 4 p I EF 8283 n n.. I Z BIOAIR JI ECOFILTER II I I p 4 °a II U)° RAVEL i — / / I pll I• I •. // I •II• II • N.. l_I L4_ EX 36" FA / �Q� W NPW NPW W P P P / / P P P P P P P • I / G� 4 II _______ _______----____ CS —T CS CS BHC Consultants LLC Scale: � Designed' Palmatier P E C 1601 Fifth Avenue, Suite 500 1/4" = 1'-01, Seattle, Washington 98101 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale ME E CO ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS (fax) � � CONSULTANTS www.bhcconsultants.com If Not One Inch Green . Clean a Sustainable F—NoR. Dorn, P.E. Scale Accordingly No. Revision Date By App'd CLASS I DIVISION 2 1. CLASSIFIED AREA EXTENDS TO THE CEILING OF SPACE IF ENCLOSED, UNLESS NOTED OTHERWISE. CLASSIFIED AREA EXTENDS TO THE GREATER OF 15-FEET ABOVE EQUIPMENT OR 15-FEET ABOVE WALL IF OPEN TO ENVIRONMENT, UNLESS OTHERWISE NOTED. EDMONDS WWTP CARBON RECOVERY ODOR CONTROL SYSTEM AREA CLASSIFICATION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n �GISTEgti �S`SIONAL ��� H-�-2Azi Drawing: G-1 2 Sheet: 12 of 114 File: P20-10570_G-12 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry m m (0 /Ln v L Q Q �I 0 C0 L LL Q 0 ^L LL I O O O N X a) Q Q UI LD 0 C0 L LL X w I 0 r` O O N X S? O U) LL Q 0 ^L n I O rl- Ln O 0 N X 0 m L U W Q O ^L n I O rl- Ln O r O N X Q O N � O C: O (B n W 0 I Q O U � ELn N O 4 X N N O — m N E O M N n O Q� �m � ~I �o �Ln �o Ln OI NO � X Ln o E m O Er-- ca LO O LL O N N X U L � N C � N (6 � U > Q 0 0 � �I C:0 0 ti CD U o a_ N X L 0 of Q L I O N L NLL -0 X 0 w E OI w O 0 0 Cn O 0 X 0 Q 0 E c� c� U 0 c/ bh(AeBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID 206.505.3406 (fax) No. Revision Date By App'd CONSULTANTS www.bhcconsultants.com — — — — — — — — — — — Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. SHOP CHEMICAL FEED -------------- Scale: 3/16" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly MATCH LINE - SEE DWG G-12 3� POLYMER FEED SOLIDS DISPOSAL ROOM MAINTENANCE / `N OFFICE I I II II STOF�AGE AME E CO4; Green •Clean .Sustainable � a• • e FM J\I 'Fair 01101101101109014, \1/YTr^. CLASS I DIVISION 2 CLASS II DIVISION 2 1. CLASSIFIED AREA EXTENDS TO THE CEILING OF SPACE IF ENCLOSED, UNLESS NOTED OTHERWISE. CLASSIFIED AREA EXTENDS TO THE GREATER OF 15-FEET ABOVE EQUIPMENT OR 15-FEET ABOVE WALL IF OPEN TO ENVIRONMENT, UNLESS OTHERWISE NOTED. 2. AREA CLASSIFICATION SHOWN IS FOR EQUIPMENT EXTERIOR ONLY. REFER TO ECOREMEDY FOR AREA CLASSIFICATION DETERMINATION WITHIN ECOREMEDY PROVIDED EQUIPMENT AND DUCTING. 3. INTERIOR OF FOUL AIR PIPING IS CLASS I DIVISION 2. CONSTRUCTION NOTES: OCLASS II DIVISION 2 EXTENDS TO EXTENT OF ID FAN ROOM. CLASS II DIVISION 2 HATCH NOT SHOWN FOR CLARITY. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SHOP FLOOR AREA CLASSIFICATION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n 44806 O� Fc I S T Drawing: G-13 Sheet: 13 of 114 File: P20-10570_G-13 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED fy a� a� L U O L O /Ln v O L U LL OL L Q O U o� r` E LO 0-0 O N O �j CV X N O N m o Q O W L Q O (6 O 7 LO ^O O LL � O 't N /n X v L O .N LOm o E �m N — a- 0 E 00 C N — IL m N pl - o C p O N .� X N — E O U � �� C o o � 0 O (6 T U o N >� X >> L N O J L O O O it N L LL X O W E O� -0 r-- W LO O 0 U � o m X E — Q m E M c U � U m X EX 42" F. BURIED DUmIMu "Z% v v i " / % vv 1 r-%, Zvi %IL-v bh(AO ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS No. Revision Date By I App'd BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 3/16" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly AMERESCO Green . Clean . Sustainable LFGFND- CLASS I DIVISION 1 CLASS I DIVISION 2 CLASS II DIVISION 2 NOTES: 1. CLASSIFIED AREA EXTENDS TO THE CEILING OF SPACE IF ENCLOSED, UNLESS NOTED OTHERWISE. CLASSIFIED AREA EXTENDS TO THE GREATER OF 15-FEET ABOVE EQUIPMENT OR 15-FEET ABOVE WALL IF OPEN TO ENVIRONMENT, UNLESS OTHERWISE NOTED. 2. AREA CLASSIFICATION SHOWN IS FOR EQUIPMENT EXTERIOR ONLY. REFER TO ECOREMEDY FOR AREA CLASSIFICATION DETERMINATION WITHIN ECOREMEDY PROVIDED EQUIPMENT AND DUCTING. 3. INTERIOR OF FOUL AIR PIPING IS CLASS I DIVISION 2. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n W-7-2021 EDMONDS WWTP CARBON RECOVERY Drawing: G-14 SOLIDS PROCESSING BUILDING Sheet: 14 of 114 DEWATERING AND BASEMENT FLOOR File: P20-10570 G-14 AREA CLASSIFICATION PLAN Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 L 0 Q U E rn N O N 0 N O O i Q Q iv 0 n Ln o' Ln o _ ry o a) a) U ca O C _ N — L.L m N _ � /O Ln v a) E m U d- N 0 0 U O (0 U n co � ~I � o LO to O r L o O N X o C C � 0 E of -0 r— w LO 0 CD U C o 0 X Q 0 E c U 0 c/ L X AREA CLASSIFICATION TABLE ROOM EXTENTS OF CLASSIFICATION VENTILATION NEC AREA ELECTRICAL CLASSIFICATION MECHANICAL WITHIN 36 INCHES OF FANS, VALVES, AND DUCT FITTINGS OF ODOR CONTROL SYSTEM > 6 AIR CHANGES PER HOUR - 0.1 INAQ TO MCC AND DRYER ROOM CLASS I, DIVISION 2 MORE THAN 36 INCHES OF FANS, VALVES, AND DUCT FITTINGS OF ODOR CONTROL SYSTEM > 6 AIR CHANGES PER HOUR - 0.1 INAQ TO MCC UNCLASSIFIED MCC NOT CLASSIFIED PER NFPA 820 MAINTAIN +0.1 INAQ TO MECHANICAL AND DRYER ROOM -- MCC / ELECTRICAL NOT CLASSIFIED PER NFPA 820 -- -- CHEMICAL FEED NOT CLASSIFIED PER NFPA 820 -- -- CHEMICAL STORAGE NOT CLASSIFIED PER NFPA 820 -- -- SOLIDS HANDLING ROOM AND GASIFICATION ROOM WITHIN 36 INCHES OF FANS, VALVES, AND DUCT FITTINGS OF ODOR CONTROL SYSTEM > 6 AIR CHANGES PER HOUR CLASS I, DIVISION 2 MORE THAN 36 INCHES OF FANS, VALVES, AND DUCT FITTINGS OF ODOR CONTROL SYSTEM > 6 AIR CHANGES PER HOUR UNCLASSIFIED WITHIN DRYER EQUIPMENT -- CLASS II, DIVISION 1 WITHIN 10 FEET OF DRYER EQUIPMENT -- CLASS II, DIVISION 2 MORE THAN 10 FEET FROM DRYER EQUIPMENT -- UNCLASSIFIED WITHIN CONVEYOR -- CLASS II, DIVISION 1 WITHIN CONVEYOR EQUIPMENT -- CLASS II, DIVISION 1 WITHIN 10 FEET OF CONVEYOR EQUIPMENT -- CLASS II, DIVISION 2 MORE THAN 10 FEET FROM CONVEYOR EQUIPMENT -- UNCLASSIFIED WITHIN DS HOPPER > 6 AIR CHANGES PER HOUR - 0.1 INAQ TO MCC UNCLASSIFIED SHOP NOT CLASSIFIED PER NFPA 820 MAINTAIN +0.1 INAQ TO MECHANICAL AND DRYER ROOM -- POLYMER FEED NOT CLASSIFIED PER NFPA 820 -- -- MAINTENANCE / OFFICE NOT CLASSIFIED PER NFPA 820 -- WAS STORAGE ENTIRE TANK < 6 AIR CHANGES PER HOUR CLASS I, DIVISION 1 BLEND TANK ENTIRE TANK < 6 AIR CHANGES PER HOUR CLASS I, DIVISION 1 DEWATERING ROOM WITHIN CONVEYOR < 6 AIR CHANGES PER HOUR CLASS I, DIVISION 2 DEWATERING SCREW PRESS < 6 AIR CHANGES PER HOUR CLASS I, DIVISION 2 ENTIRE ROOM > 6 AIR CHANGES PER HOUR - 0.1 INAQ TO MCC UNCLASSIFIED WITHIN CONVEYOR -- CLASS II, DIVISION 1 WITHIN CONVEYOR EQUIPMENT -- CLASS II, DIVISION 1 SOLIDS DISPOSAL ROOM WITHIN 10 FEET OF CONVEYOR EQUIPMENT CLASS II, DIVISION 2 MORE THAN 10 FEET FROM CONVEYOR EQUIPMENT -- UNCLASSIFIED ENTIRE SCREENINGS ROOM - 0.1 INAQ TO PYROLYSIS BUILDING CLASS I, DIVISION 1 HEADWORKS BUILDING PUMP ROOM > 6 AIR CHANGES PER HOUR - 0.1 INAQ TO PYROLYSIS BUILDING UNCLASSIFIED bh(joBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By I App'd Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: N/A One Inch at Full Scale If Not One Inch Scale Accordingly AMERESCO Green •Clean •Sustainable 4 @ EDMONDS WWTP CARBON RECOVERY AREA CLASSIFICATION TABLE Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n ROBERl OF WAS ONAL Env ,�Oti� o� 44806 GIS T SSIONALG 1-1-7 2e2r I Drawing: G-1 rJ Sheet: 15 of 114 File: P20-10570_G-15 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED C 0 E U) Q m Q U M � ca E U fy w C) L o OU o — N E 0_ N � E a O C)C r- Lo L.L O N p 0 X -0 CO 0' o �LO �o 0a �X O a) 2 W O x U w d o CD 0 o� o o X O 0 0 x O Lu E o� Lu LO O C) 0 (D X m Q m 0 E M M U m X I 0 I 0 20 40 Scale in Feet 115-FOOT BUFFER FROM WETLAND DELINEATION I I A 105 SPIKE � I FILTER FABRIC FENCE, TYP, PER DETAIL 1/EC-2 I � � I I 8" >- W �► Q z 106 SPIKE J J FF=-7.65 CO z° Q 0 I� MP12 W A� p "I 108 p 109 M:l�1....•..'.:..•....'::.X'::. WLL M 10" REPLACE REMOVED SHRUBS/TREES IN KIND I 0 107 SPIKE BUILDING HANDRAIL ` EX FLOW HA DRAIL SPLITTER BOX :... NO CITY WATER TO .' .:: THIS BUILDING FROM ODOR CONTROL SYSTEM CCESS THE SOUTH NO CITY WATER TO RAW SLUDGE SCRIBED 103 U r _ AVE _ X THIS BUILDING FROM THE SOUTH PUMPING STATION ;:• - :�►.; ..':' BELOW RIM 23.56' ' ' �. GRAVEL Ile FF=17.35 h.... ' ` I t�_— FF=21.36 FF=21.30 J P W I I I I W AC .: i. 102 SPIKE . i i ► ' DT14 IV �'•'�' DT1 O CO LU LU :.� .. 0 ' z �. DT12 N I I "I►— 11FA UNDERGROUND 1' W FILLER • l�� PROCESSSOLIDS -�e PK PROTECT EXISTING VEGETATION TO THE EXTENT PRACTICAL. REPLACE REMOVED SHRUBS/TREES IN KIND W —11 OPERATIONS SD HIGH VISIBILITY FENCE, TYP, PER DETAIL 4/EC-2 INLET PROTECTION, TYP PER DETAIL 2/EC-2 TRENCH DRAIN SILT FILTER, PER DETAIL 3/EC-2 CB 1189 RIM 15.05 I.E. 13.2 E. 6" STEEL PIPE W SE N S PIPE DOWN, NO \4 EXIT FOR WATER EX ENTRANCE ALDER STREET I I I I WETLAND DELINEATION BY •• KPG MARCH 2O21 Call 48 Hours • I I Before You Dig 1-800-424-5555 I•• • • • • • • . •• UNDERGROUND SERVICE • • . • �p�1E Ay0 W W • .• 45243 �O 1 S T 'P,Rti �SSIONAL 1p- S BHC Consultants, LLC Designed: R. Ochiltree, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: EC-1 1601 Fifth Avenue, Suite 500 1" = 20'-0" Seattle, Washington 98101 Sheet: 16 of 114 A0 206.505.3400 Drawn: P. Simon One Inch at Full Scale AME E C 0 TESC PLAN File: P20-10570_EC-1 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS (fax) � CONSULTANTS www•bhcconsultants.com Checked: G. MockosPEScale If Not One OneInch AccordinglyGreen * Clean e Sustainable No. Revision Date By . , .. App'd Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 0 Cn 0 Cn 0 Q U E N M N M ti O N 0 N O Q Q 0 N U Lu OI ti 0 N � o_ E E0 o_ 0 0 LL U 0 N Cn— �_E � o Cn M //-� L/ o E U N r o I P O L LO U 0 D_ a 3: X �I ry o a) ti L O — U O O - m o ~ E OI -0 r,- w LO 0 0 U C o 0 X 0 Q E c� 0 c U o c/ L X No. r-" TAR FABRIC JOINT, NOTE 1 =R FABRIC 2" x 2" x 14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL WRAP FABRIC AROUND TRENCH o z &4 2 CATCH BASIN MINIMUM \TRENCH N SOLID WALLS I I LJ LJ 6' MAX 2" x 4" WOOD POSTS, POST SPACING MAY BE STEEL FENCE POSTS, INCREASED TO 8' IF REBAR, OR EQUIVALENT WIRE BACKING IS USED NOTES: 1 E 2"x2"WC FENCING MATERIAL 40 Is FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. INSTALL FILTER FABRIC ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. FILTER FABRIC FENCE TO BE USED WHERE NEEDED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. FILTER FABRIC FENCE DETAIL Lj� NTS TYP "T" ^' r TOP TIE SELF-LOCKING TIE, NYLON 6/6 (MIN GRADE), STEEL T-BAR POST 50# MIN TENSILE STRENGTH, UV STABILIZED FENCING MATERIAL I i HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH, AND SHALL BE UV RESISTANT, ORANGE COLOR 1'-0" MIN (DEEPER FOR UNSTABLE SOIL) �\ ISSUED FOR PERMIT 1 l � 2'-0" DESIRABLE ENVIRONMENTALLY SENSITIVE AREA IBOUNDARY 2" x 2" WOOD OR STEEL T-BAR POST 04-2021 GRM RAID Revision Date By App'd SELF-LOCKING TIE, NYLON 6/6 (MIN GRADE), 50# MIN TENSILE STRENGTH, UV STABILIZED CATCH BASIN FILTER MAINTENANCE STANDARDS: NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE TRENCH GRATE FILTER FABRIC PROTECTION SHALL BE REMOVED 1. THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED ALLOWED THAT HAS A MINIMUM 0.5 CF OF WITH WATER, AND ALL SEDIMENT SHALL BE SILT FILTER STORAGE, THE MEANS TO DEWATER THE DISPOSED OF AS FILL ON -SITE OR HAULED STORED SEDIMENT, HAS AN OVERFLOW, AND OFF -SITE. CAN BE EASILY MAINTAINED. ........................... 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL � TRENCH DRAIN FILTER MAINTENANCE BE REMOVED WHEN THE SEDIMENT HAS FILLED ...................... ..... STANDARDS: ONE-THIRD OF THE AVAILABLE STORAGE. THE ...... .......... .. ..... FILTER MEDIA FOR THE INSERT SHALL BE CLEANED ............ a ° 1. ANY ACCUMULATED SEDIMENT ON OR AROUND ,ATE OR REPLACED AT LEAST MONTHLY. O - a ° d d ° THE FILTER FABRIC PROTECTION SHALL BE a a O ° REMOVED IMMEDIATELY. SEDIMENT SHALL NOT 3. REGULAR MAINTENANCE IS CRITICAL FOR CATCH O d a 4 � V � BE REMOVED WITH WATER, AND ALL SEDIMENT BASIN PROTECTION. UNLIKE MANY FORMS OF ° SHALL BE DISPOSED OF AS FILL ON -SITE OR PROTECTION THAT FAIL GRADUALLY, CATCH BASIN ° HAULED OFF -SITE. Q a ° PROTECTION WILL FAIL SUDDENLY AND Q a Q ° COMPLETELY IF NOT MAINTAINED PROPERLY. ERFI a a d ° 2. ANY SEDIMENT IN THE TRENCH DRAIN INSERT ° �VV a a B ° SHALL BE REMOVED WHEN THE SEDIMENT HAS NOTES: a d a ° FILLED ONE-THIRD OF THE AVAILABLE STORAGE. a a .......... � d 64 d THE FILTER MEDIA FOR THE INSERT SHALL BE 1. THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT °< a � 4 CLEANED OR REPLACED AT LEAST MONTHLY. IS ALLOWED THAT HAS A MINIMUM 0.5 CF OF a ° ° a a a 3. REGULAR MAINTENANCE IS CRITICAL FOR STORAGE, THE MEANS TO DEWATER THE .....................a ° ° STORED SEDIMENT, HAS AN OVERFLOW, AND 4 ° a ° ° d TRENCH DRAIN PROTECTION. UNLIKE MANY ... ° d d °d ° FORMS OF PROTECTION THAT FAIL GRADUALLY, CAN BE EASILY MAINTAINED. a ° ° as a TRENCH DRAIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED 4 d ° PROPERLY. a ° TRENCH DRAIN O d d. OUTFLOW PIPE ° a d a INLET PROTECTION DETAIL L4� NTS TYP \1ATrA 1. POST SHALL HAVE SUFFICIENT STRENGTH AND DURABILITY TO SUPPORT THE FENCE THROUGH THE LIFE OF THE PROJECT. 6-0" MAX IL �00 ooDooDo00oDooDooDOO Dom / u HIGH VISIBILITY FENCE DETAIL LA� NTS TYP BHC Consultants, LLC C 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. Scale: As Shown One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable TRENCH DRAIN SILT FILTER DETAIL LA� SCALE: 1-1/2" = 1'-0" TYP EDMONDS WWTP CARBON RECOVERY TESC DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 5243 �c S T I�g����w AL V��� Drawing: EC-2 Sheet: 17 of 114 File: P20-10570_EC-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED NOTES: C 0 E Q L W 0 Q U E 0-- Ln - Lp .2 M m M E m o � N r 0y N N O } m O is 7 m 0 0 — n T o — OI 0 o o — N m a EOI M LO O m N N X Cn a) E a� o I 0 O i r U O X 0- 0 U X wl O LO CDl o o X o N } U) X Lu 0 E OI Lu LO w o 00 U Cn E X m 0 E U 0 U) X 0 20 40 Scale in Feet 0 105 SPIKE 1. CONTRACTOR SHALL PREPARE CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND APPROVAL BY THE OWNER AND ENGINEER. 2. CONTRACTOR SHALL PREPARE DEMOLITION PLAN FOR REVIEW AND APPROVAL BY THE OWNER AND ENGINEER. 3. CONTRACTOR SHALL STAGE, SEQUENCE, AND PERFORM DEMOLITION ACTIVITIES TO ALLOW FOR THE UNINTERRUPTED OPERATION, MAINTENANCE, AND ACCESS OF THE WWTP PROCESSES BY WWTP OPERATORS AND STAFF. 4. PIPE REMOVAL SHALL BE TO THE NEAREST FITTING. CONTRACTOR SHALL NOT CUT PIPE WHEN REMOVING PIPING. BLIND FLANGE PIPING DEAD -ENDS. 5. LOCATIONS AND SIZES OF EXISTING PIPING, UTILITIES AND EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PIPING AND EQUIPMENT LOCATIONS AND DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES, PIPING, UTILITIES, AND EQUIPMENT NOT DESIGNATED FOR DEMOLITION OR REMOVAL. 7. CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE STAGING OF REMOVED PIPING AND EQUIPMENT PRIOR TO OFFSITE DISPOSAL. 8. WHERE PIPING TO BE DEMOLISHED IS SUPPORTED ON WALLS OR HUNG FROM CEILING, REMOVE PIPING SUPPORTS AND CUT ANCHOR BOLTS FLUSH WITH WALL. 9. DEMOLISH PIPE/EQUIPMENT SUPPORTS PER DETAIL 1 /D-6. 10. PROTECT FLOOR DRAINS DURING CONSTRUCTION. PREVENT DEBRIS FROM ENTERING DRAINS. SHOULD DEBRIS ENTER DRAINS, CONTRACTOR SHALL REMOVE ANY OBSTRUCTIONS IN THE DRAINS AND FLUSH ALL DRAINS WITH NON -POTABLE WATER. FF=21.36 14 UNDERGROUND FUEL STORAGE TANK FILLER CAPS (TYP) SOLIDS 101 PROCESS PK BUILDING FF=19.80 �.:1� 08 ... X 9'' :........................ . SEE DWG'S D-2, D-3 AND D-4 FOR SOLIDS PROCESS BUILDING DEMOLITION PLANS 11. WHERE POWERED EQUIPMENT IS REMOVED, REMOVE EQUIPMENT CONTROL PANEL, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN ITS ENTIRETY. REMOVE UTILITY, CONNECTIONS, IF ANY, TO NEAREST SHUT-OFF, FIELD LOCATE EXTENTS. 12. OWNER WILL TAG EQUIPMENT FOR SALVAGE BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE SALVAGE EQUIPMENT STORAGE LOCATION WITH OWNER. 13. CONTRACTOR SHALL PREPARE DETAILED PLAN FOR STAGING AND ACCESS INCLUDING DEMOLITION AND GRADING REQUIREMENTS FOR INDICATED AREA. STAGING AND ACCESS PLAN SHALL BE REVIEWED AND APPROVED BY OWNER AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION. 14. ALL UNUSED WALL AND FLOOR PENETRATIONS BETWEEN CLASS II DIVISION 2 AND NON -CLASSIFIED AREAS (AS DEFINED ON GENERAL DRAWINGS) SHALL BE FILLED WITH NON -SHRINK GROUT, OR APPROVED EQUAL. DEMOLISH PIPE/ WALL PENETRATIONS PER DETAIL 3/D-6. DEMOLISH PIPE/ FLOOR PENETRATIONS PER DETAIL 4/D-6. J SC L ' SD n SD 15. DEMOLISH EXISTING CONCRETE PADS AND/ OR CURBS PER DETAIL 2/D-6. CONSTRUCTION NOTES: 1O UNDERGROUND FUEL STORAGE TANK SLAB. PROTECT DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. OPERATION OF FUEL STORAGE TANK AND FUEL SUPPLY TO WWTP EMERGENCY BACKUP GENERATOR SHALL BE UNINTERRUPTED DURING DEMOLITION AND CONSTRUCTION. WHILE INCINERATOR IS IN OPERATION, FUEL STORAGE TANK AND FUEL SUPPLY TO INCINERATOR SHALL BE UNINTERRUPTED DURING DEMOLITION AND CONSTRUCTION. 2O REMOVE EXISTING SLUDGE TRANSFER PUMP AND ASSOCIATED PIPING AND ELECTRICAL AND CONTROLS. REMOVE EXISTING WOOD STRUCTURE ENCLOSING THE SLUDGE TRANSFER PUMP AND ASSOCIATED ELECTRICAL. RELOCATE CAUSTIC CHEMICAL PUMP AND ASSOCIATED ELECTRICAL AND PIPING PRIOR TO DEMOLITION. SEE DWG D-5 FOR HEADWORKS BUILDING DEMOLITION PLAN AND SECTIONS CB 1189 RIM 15.05 I.E. 13.2 E. 6" STEEL PIPE ELBOW SEN S PIPE DOWN, NO VISIBLE EXIT FOR WATER EX ENTRANCE PROPERTY LINE OSAWCUT EXISTING SIDEWALK. OREMOVE EXISTING CONCRETE SIDEWALK IN ITS ENTIRETY. O5 REMOVE EXISTING CONCRETE WALL AND FOOTING IN ITS ENTIRETY. O6 PROTECT EXISTING 24" INFLUENT PIPES (TYP OF 2) DURING DEMOLITION AND CONSTRUCTION. INFLUENT PIPES SHALL REMAIN IN UNINTERRUPTED OPERATION DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. O7 WHEN EXCAVATING NEAR INFLUENT PIPES, DO NOT DISTURB PIPE BEDDING AND/OR PROVIDE TEMPORARY PIPE SUPPORTS TO PREVENT PIPE MOVEMENT AND/OR DEFLECTION TO LESS THAN 1 INCH OVER ENTIRE LENGTH OF PIPE. TEMPORARY PIPE SUPPORTS MAY NOT BE SACRIFICIAL AND MUST BE REMOVED UPON CONSTRUCTION COMPLETION. O8 PROTECT 24" FA DUCT. O9 PROTECT EXISTING SCUM PIT LID AND ACCESS HATCH. 10 CONTRACTOR SHALL PREPARE DETAILED PLAN FOR STAGING AND ACCESS INCLUDING DEMOLITION AND GRADING REQUIREMENTS FOR INDICATED AREA. STAGING AND ACCESS PLAN SHALL BE REVIEWED AND APPROVED BY OWNER AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION. 11 PROTECT EXISTING BURIED FA DUCT, DUCT APPURTENANCES, DUCT FITTINGS, AND DUCT SUPPORTS. 12 PROTECT EXISTING 4" SCREENINGS PIPE IN PLACE. 13 ABANDON EXISTING 2" CS LINE IN PLACE WHERE IT DOES NOT CONFLICT WITH NEW CONSTRUCTION. WHERE IT CONFLICTS WITH NEW CONSTRUCTION, REMOVE 2" CS LINE. 14 REMOVE EXISTING MANWAY ACCESS RISER TO BURIED TEE. INSTALL GASKETED BLIND FLANGE AT BURIED TEE ONCE RISER IS REMOVED. 15 REMOVE SECTION OF EXISTING FA DUCT TO INSTALL NEW TEE PER MECHANICAL. 16 EXISTING 10'-10" DIAMETER HEAT TRACED AND INSULATED CAUSTIC CHEMICAL STORAGE TANK ON CASTIN PLACE SLAB (11' x 11'), TOS ELEVATION 17.33. PROTECT TANK AND SLAB DURING DEMOLITION. COORDINATE RELOCATION OF PIPING AND ELECTRICAL PER CONSTRUCTION NOTE 2. 17 SAWCUT AND REMOVE SECTION OF EXISTING CAST -IN -PLACE WALL PER DWGS M-2 AND M-3. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE `, ROBERl �0 WA I �I' -i' BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: D-1 1601 Fifth Avenue, Suite 500 1" = 20'-0" Seattle(jo, Washington 98101AME E CO SITE DEMOLITION Sheet: 18 of 114 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale i File: P20-10570 D-1 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS (fax) f f Not One Inch , PLAN - No. Revision Date By App'd C O N S U LTA N T S www.bhcconsultants.com Green • Clean • Sustainable p Checked: R. Dorn, P.E. Scale Accordingly1 4;0 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED L T m E o_ ry a) a) L U 0 0 T co c� O Q o � L O U) o Q � U � E LL m X N of rn � N LO ti O 0 o O N N X � U o 0 Q U Q O m 0 0l LO ti N O o to N o X Lfl — o E o a� N � I o E LO m 0 c LL 0 X N — >LL � wl o CD L O (6 T U o a- N >� X L a) OI J L O O r � O a- N L N LL X O Lu O E of Lu LO w O 0 U i � o a) X E — T E n3 n3 U a) a) U) L X No. NOTES: 1. SEE DRAWING D-1 NOTES. INCINERATiu, AREA SUMP ISSUED FOR PERMIT G)@S FIC-631 Revision CONSTRUCTION NOTES: 1O REMOVE ASH THICKENER, THICKENED ASH PUMPS, AND PIPING IN THEIR ENTIRETY. REMOVE UTILITY CONNECTIONS TO NEAREST SHUT-OFF, FIELD LOCATE DEMOLITION EXTENTS WITH OWNER. O2 REMOVE EQUIPMENT CONCRETE PAD TO BE FLUSH WITH SLAB AND GRIND SURFACE SMOOTH. REPAIR DAMAGED SLAB TO MATCH ADJACENT SLAB. OREMOVE EQUIPMENT CONTROL PANEL, LOCAL DISCONNECT AND CONTROLS, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN ITS ENTIRETY. BURIED 04-2021 GRM RAID Date By App'd DEWATERED bhc CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 4O REMOVE SCREENINGS WASHER COMPACTOR IN ITS ENTIRETY. REMOVE DISCHARGE CHUTE CONNECTION TO CONVEYOR AND REMOVE EXISTING COVER INSTALL. 316 SSTL BOLTED COVER TO MATCH EXISTING CONVEYOR COVERS. O5 REMOVE EXISTING 4" SCREENINGS PIPING FROM EXISTING 4" WYE TO THE SCREENINGS WASHER COMPACTOR. REMOVE EXISTING WYE AND CONNECT NEW PIPING PER MECHANICAL DRAWINGS. REMOVE EXISTING 4" SCREENINGS PIPE. REMOVE PIPE FITTINGS AND PIPE SUPPORTS IN THEIR ENTIRETY. O6 HPA PIPING SHALL BE PROTECTED DURING DEMOLITION. FIELD VERIFY EXTENTS OF PIPING TO BE PROTECTED WITH OWNER. O7 REMOVE SAND LOADING SYSTEM (SLS-601), HOPPER, AND _ ASSOCIATED EQUIPMENT AND SUPPORTS IN ITS ENTIRETY. Scale: Designed: G. Mockos, P.E. 3/16" = 1'-0" Drawn: S. Olsoe One Inch at Full Scale i �1 If Not One Inch Checked: R. Dorn, P.E. Scale Accordingly O9 REMOVE CONCRETE COLUMNS AND PLATFORM. REMOVE CONCRETE COLUMNS TO BE FLUSH WITH INCINERATOR ROOM FLOOR. 10 PROTECT SUMP PUMPS DURING DEMOLITION. SUMP PUMPS SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION AND DEMOLITION. SRELOCATE EXISTING SUMP PUMP PIPING (SD) AS NECESSARY TO AVOID CONFLICT WITH STRUCTURAL COLUMNS. SUPPORT PIPING FROM CONCRETE DECK ABOVE. SD PIPING SHALL REMAIN IN SERVICE DURING CONSTRUCTION AND DEMOLITION. SEE NEW SD PIPING PER MECHANICAL. 12 REMOVE EXISTING 4" DS PIPE IN INCINERATOR ROOM TO PENETRATION AND PROTECT EX PIPE EAST OF PENETRATION IN PLACE. RELOCATE EXISTING PIPING TO THE WEST TO AVOID CONFILCT WITH STRUCTURAL COLUMNS. REPLACE VICTAULIC FITTINGS WITH ENDSEAL COUPLINGS STYLE HD-70ES. EX 4" SD 11 AME E CO Green •Clean •Sustainable 4 � EX 4" DS 12 13 REMOVE EXISTING DEWATERED SLUDGE PUMP AND PIPING. DISPOSE OF HYDRAULIC FLUIDS IN ACCORDANCE WITH APPLICABLE REQUIREMENTS. DEWATERED SLUDGE PUMP NOT SHOWN FOR CLARITY BELOW HOPPER. 14 REMOVE HOPPER MIXER WITH MOTOR, AND HOPPER EQUIPMENT. 15 REMOVE EXISTING OUT OF SERVICE HYDRAULIC POWER UNIT (HPU). 16 REMOVE EYE WASH STATIONS IN INCINERATOR ROOM. REMOVE ASSOCIATED PIPING. NOT ALL STATIONS SHOWN. 17 WITHIN INCINERATOR ROOM, REMOVE ALL INCINERATOR EQUIPMENT, PIPING, SUPPORTS IN THEIR ENTIRETY. REMOVE INCINERATOR ACCESS PLATFORMS AS REQUIRED TO DEMOLITION INCINERATOR EQUIPMENT. REMOVE INCINERATOR SUBSYSTEMS AND ANCILLARY EQUIPMENT. NOT ALL INCINERATOR EQUIPMENT IS SHOWN FOR CLARITY, CONTRACTOR SHALL COORDINATE DEMOLITION WITH OWNER AND SHALL FIELD LOCATE EXISTING EQUIPMENT PRIOR TO DEMOLITION. 18 REMOVE 10" FRP DUCT. 19 REMOVE ODOR CONTROL SYSTEM RECIRCULATION PUMPS (NOT SHOWN) AND ASSOCIATED PIPING IN THEIR ENTIRETY. 20 REMOVE EXISTING ODOR CONTROL SYSTEM IN ITS ENTIRETY, INCLUDING PIPING, CHEMICAL PIPING, AND INSTRUMENTATION. 21 REMOVE EXISTING CONCRETE CURB. 22 REMOVE EXISTING NPW AND HOT WATER PIPING FOR WASHER COMPACTOR IN ITS ENTIRETY. REMOVE PIPE SUPPORTS AND CUT ANCHORS FLUSH WITH WALL. 23 ISOLATE NPW LINE AT EXISTING BALL VALVE, FIELD LOCATE. REMOVE ALL NPW PIPING FROM THIS BALL VALVE TO WASHER COMPACTOR. 24 INSTALL 10" BLIND FLANGE ON EXISTING WASHER COMPACTOR DRAIN LINE AT FLOOR ELEVATION. 25 CAP 3" LPA DROP WITH BLIND FLANGE AT STAIR LANDING. REMOVE DOWNSTREAM LPA PIPING IN INCINERATOR ROOM. 26 CUT EXISTING FA DUCT 6" FROM FACE OF WALL AND INSTALL FLANGE. INSTALL GASKETED BLIND FLANGE TO PROVIDE AIRTIGHT CONNECTION. 27 CONTRACTOR SHALL STAGE LOADOUT OF DEMOLISHED EQUIPMENT TO AVOID INTERFERENCE WITH FERRY LANE TRAFFIC AND WITHING AGREED UPON WORK HOURS. 28 CONTRACTOR SHALL STAGE AND PHASE THE DEMOLITION OF THE INCINERATOR, INCINERATOR SUBSYSTEMS AND ANCILLARY EQUIPMENT AND ASSOCIATED ACCESS PLATFORMS IN A WAY AS TO NOT CREATE AN UNSAFE WORK ENVIRONMENT WITHIN THE INCINERATOR ROOM. PIECEMEAL REMOVAL OF ACCESS PLATFORMS AND EQUIPMENT MAY REDUCE THE STRUCTURAL INTEGRITY OF EXISTING EQUIPMENT AND/OR PLATFORMS. CONTRACTOR SHALL PREPARE AN INCINERATOR ROOM DEMOLITION PLAN STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE INCINERATOR DEMOLITION PLAN SHALL INCLUDE A SEQUENCE OF DEMOLITION AND SCHEMATIC DRAWINGS ILLUSTRATING HOW THE EQUIPMENT AND ACCESS PLATFORMS WILL BE REMOVED SAFELY. 29 BENEATH EXISTING STAIRS, REMOVE FUEL OIL SUPPLY SYSTEM IN ITS ENTIRETY UPON COMPLETION OF THE DEMOLITION OF THE INCINERATOR. 30 REMOVE EXISTING ODOR CONTROL FANS IN THEIR ENTIRETY. 31 RE-ROUTE SCREW PRESS CONTROL PANEL, PURGE AIR LINE AND CONNECT TO EXISTING HPA FEED IN DEWATERING ROOM. FIELD VERIFY AND ROUTE. 32 REMOVE EXISTING INCINERATOR FOUL AIR DUCTING AND ASSOCIATED APPURTENANCES IN ITS ENTIRETY. NOT ALL DUCTING IS SHOWN, FIELD VERIFY EXTENTS OF DEMOLITION. WHERE DUCT PENETRATES WALL, INFILL PER STRUCTURAL. 33 REMOVE TEE AND INSTALL 24" SPOOL TO EXISTING 24" DUCT. 34 SAWCUT LANDING AT FACE OF EX DOOR. 35 REMOVE CONCRETE WALKWAY AND STAIRS. SAWCUT FLUSH WITH WALL. REMOVE EXISTING DOOR AND DOOR HARDWARE AND SIGNAGE. _ INFILL PER STRUCTURAL. 36) REMOVE EX 6" 90" BEND. 37 SAWCUT OPENINGS FOR ECORERIEDY DUCT PENETRATIONS. ADD ALTERNATE ITEM #13 EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEMOLITION PLAN DEWATERING FLOOR Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 4. Drawing: D-2 Sheet: 19 of 114 File: P20-10570_D-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED L a� o E Qry U � U U E � T cM co o � N N o Q N Q" 5 zM Q QJ) 2 o F-1 a- x M LU o O I � o LO ti o 0 0 o X N — O N Y E 00 C N — �o O N X O — U m N ry O ti -0 LO o M T U o N X oa) f Q r` L o � a- N L LL x O w E of -0 � w LO 0 O O U � X (D Q E M U a) U 4 X NOTES: 1. SEE DRAWING D-1 NOTES. Z A r%r% AI TC r7AI ATC 4411 CA\A/!lI 1—r T!1 KAAT!-LJ 1-8 T ". " V L V I V L\ I I/ CONSTRUCTION NOTES: 1O WITHIN INCINERATOR ROOM, REMOVE ALL INCINERATOR EQUIPMENT, PIPING, SUPPORTS IN THEIR ENTIRETY. REMOVE INCINERATOR ACCESS PLATFORMS AS REQUIRED TO DEMOLITION INCINERATOR EQUIPMENT. REMOVE INCINERATOR SUBSYSTEMS AND ANCILLARY EQUIPMENT. NOT ALL INCINERATOR EQUIPMENT IS SHOWN FOR CLARITY, CONTRACTOR SHALL COORDINATE DEMOLITION WITH OWNER AND SHALL FIELD LOCATE EXISTING EQUIPMENT PRIOR TO DEMOLITION. OSAWCUT ACCESS IN EXISTING CONCRETE WALL, SEE MECHANICAL FOR LOCATION AND DIMENSIONS. O3 REMOVE CONCRETE COLUMNS AND PLATFORM. COLUMNS SHALL BE SAWCUT FLUSH WITH FLOOR OF INCINERATOR ROOM. SAWCUT SLAB AT :ACE OF WALL, TYP 4' x 10' DECK, ABOVE S GO REMOVE EXISTING ODOR CONTROL TOWER, FRP DUCTING, AND ASSOCIATED PVC PIPING IN ITS ENTIRETY. ODOR CONTROL SYSTEM AS SHOWN ON MECHANICAL DRAWINGS SHALL BE FULLY OPERATIONAL AND IN COMPLIANCE WITH AIR DISCHARGE PERMIT PRIOR TO DEMOLITION OF THE EXISTING ODOR CONTROL SYSTEM. O5 REMOVE ODOR CONTROL SYSTEM NPW RECIRCULATION PUMPS AND PIPING. O6 REMOVE EQUIPMENT CONCRETE PAD TO BE FLUSH WITH SLAB AND GRIND SURFACE SMOOTH. REPAIR DAMAGED SLAB TO MATCH ADJACENT SLAB. w'i .A. \ CHEMICAL FEED F— — — — — — — — — — — — I I I I I I I L------------J �i ' i ' •'.: <3> 0 CHEMICAL STORAGE YMER =ED ASH DEWATERING 10 17 MAINTENANCE / OFFICE --, I L II 14 15 I� II II I II II II II II II II II II L- II II II ST�"GE II O7 REMOVE EQUIPMENT CONTROL PANEL, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN ITS ENTIRETY. DREMOVE CHEMICAL PIPING AND APPURTENANCES IN ITS ENTIRETY. REMOVE CHEMICAL PIPING (CAUSTIC AND HYPOCHORITE) PIPING \ BACK TO SOURCE. O9 REMOVE 42" DUCT TO EXISTING FLANGE AT WALL INTERFACE. INSTALL 42" FRP BLIND FLANGE WITH GASKET. INSTALL 2" DRAIN WITH MANUAL PVC BALL VALVE AT BOTTOM OF DUCT, INSTALL _ _ _ _ _ _ III _ _ _ _ _ � DRAIN PIPE AND ROUTE TO EXISTING SUMP. 10 REMOVE ASH SCREW CONVEYOR ELECTRICAL IN ITS ENTIRETY. _ — — — — — — _ — — - REMOVE WIRING BACK TO SOURCE, REMOVE DISCONNECTS AND CONDUIT IN ITS ENTIRETY. SREMOVE CONCRETE DECK IN ITS ENTIRETY. SAWCUT AND GRIND FLUSH WITH WALL. 12 REMOVE ACCESS LADDER IN ITS ENTIRETY, CUT ANCHOR BOLTS FLUSH WITH WALL. 13 REMOVE DOOR AND EXISTING DOOR HARDWARE AND SIGNAGE. 14 REMOVE FUEL OIL SUPPLY PIPING TO INCINERATOR FROM EXISTING DAY TANK LOCATED ON SHOP FLOOR ADJACENT TO POLYMER MAKE-UP SYSTEM, FIELD LOCATE. 15 PROTECT IN PLACE FUEL OIL SUPPLY TO BUILDING 300 BACK-UP GENERATOR. RELOCATE AS NEEDED, NOTIFY AND COORDINATE WITH OWNER AS REQUIRED. 16 REMOVE CLAY FEEDER EQUIPMENT IN ITS ENTIRETY. REMOVE EQUIPMENT CONTROL PANEL, REMOVE WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN ITS ENTIRETY. 17 REPLACE ELECTRICAL MOTORS AND EQUIPMENT IN ROOM PER ELECTRICAL DRAWINGS. 18 REMOVE OVERHEAD CRANE MONORAIL AND ASSOCIATED ROOF SUPPORTS WITHIN THE INCINERATOR ROOM. CUT MONORAIL AT NEAREST SUPPORT LOCATION TO THE IMMEDIATE EAST OF THE INCINERATOR ROOM ACCESS DOOR SHOWN. 19 REMOVE EXISTING CAST -IN -PLACE CONCRETE LANDING IN ITS ENTIRETY. 20 SAWCUT ACCESS IN EXISTING CONCRETE WALL, SEE MECHANICAL PER LOCATION AND DIMENSIONS. 21 SAWCUT NEW PERSONNEL DOOR OPENING, SEE ARCHITECTURAL. 22 REMOVE EXISTING ROLL -UP DOOR, DOOR MECHANISM, AND DOOR FRAME IN ITS ENTIRETY. REMOVE ELECTRICAL IN ITS ENTIRETY, REMOVE ELECTRICAL WIRING BACK TO SOURCE, REMOVE CONDUIT IN ITS ENTIRETY. 23 SAWCUT OPENINGS FOR ECOREMED�DUC�TPE`NETR`ATIO`NS� LOCATE PER DWG M-14. ADD ALTERNATE #2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE ROBERr oV wAs6 co? �r BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: D-3 1601 Fifth Avenue, Suite 500 3/16" = 1'-0" SOLIDS PROCESSING BUILDING Sheet: 20 of 114 Seattle, Washington 98101AME E COc 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale _ Not One Inch DEMOLITION PLAN File: P20-10570_D-3 ISSUED FOR PERMIT 04-2021 GRM RAD 206.505.3406 (fax) r f , CONSULTANTS www.bhcconsultants.com Checked: R. Dorn, P.E. Scale Accordin I Green * Clean e Sustainable 4;0 SHOP FLOOR No. Revision Date By App'd . 9 y Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m O E E� 0-ry Q � �n 11 m N O C O) O c O � N cn X E o, rn c O o ti Ln O (0 � �w N L_ X a Q c I c� n L LL X W 0 I O 0 N X E c LL MR -..da NORTH A rlrl A 1 Tr'MKI ATr- J1A 3A� 1 I ISSUED FOR PERMIT 1 04-2021 1 GRM I RAID No. Revision Date E HEADWORKS BUILDING DEMOLITION PLAN SCALE: 1/4" = V-0" D-1 b h C; CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green . Clean .Sustainable ADD ALTERNATE #9 ADD ALTERNATE #1 NOTES: 1. SEE DRAWING D-1 NOTES. 2. THE REMOVAL AND DISPOSAL OF SCREENINGS FROM WASTEWATER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL PREPARE A SEQUENCING PLAN AND SCHEDULE TO BE APPROVED BY OWNER AND ENGINEER PRIOR TO COMMENCING WORK. SCREENINGS REMOVAL AND DISPOSAL SHALL REMAIN INTERRUPTED DURING CONSTRUCTION AND DEMOLITION. CONSTRUCTION NOTES: 1O REMOVE SCREENINGS CONVEYOR, CONVEYOR SUPPORTS, CONVEYOR ENCLOSURE IN ITS ENTIRETY 2O REMOVE EQUIPMENT CONCRETE PAD TO BE FLUSH WITH SLAB AND GRIND SURFACE SMOOTH. REPAIR DAMAGED SLAB TO MATCH ADJACENT SLAB PER DETAIL 2/D-7. OREMOVE EQUIPMENT CONTROL PANEL, LOCAL DISCONNECTS AND CONTROLS, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN ITS ENTIRETY. OPROTECT EXISTING SCREENS DURING DEMOLITION. SCREEN OPERATION SHALL REMAIN UNINTERRUPTED DURING CONSTRUCTION AND DEMOLITION. OPROTECT EXISTING GRINDER DURING CONSTRUCTION SAND DEMOLITION. OREMOVE VERTIBULE WALLS, DOOR, AND ROOF, SAWCUT WALLS AND ROOF AT INTERFACE TO REMAINING EXTERIOR WALLS. GRIND SLAB AND REPAIR AS NECESSARY. OSAWCUT NEW ROLL -UP DOOR OPENING PER ARCHITECTURAL. GPROVIDE TEMPORARY SCREEN SUPPORT AS NEEDED BY SCREEN MANUFACTURER DURING DEMOLITION AND CONSTRUCTION. OSAWCUT NEW OPENING FOR PERSONNEL DOOR PER ARCHITECTURAL. EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING DEMOLITION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER7, of wASNj C� I 2- 6NAL Drawing: D-4 Sheet: 21 of 114 File: P20-10570_D-4 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED C 0 E Q L W 0 ry a- 0 L of � 0 o 0 r N — a - iv E m- LL 0 N C- � ~I O o ti Cn CD � o CD N o X ry E C- 0 E U�I 0 D_ r-- � o �l o o X Cn 0 0 O 0 N 0 �U) X 0 w E of w O 0 0 o 6 � E X m E — Q CE U 0 U ~v 1P X No. W/L;4-- Co ISSUED FOR PERMIT ADD ALTERNATE ITEM #1 Revision r "AAX.r r-'-A-Ar 7r iii�Ar� I 7 SECTION SCALE: 3/16" = 1'-0" 04-2021 GRM RAID Date By App'd 5 K Y"L ) C " r r-rrW ) Dal ADD ALTERNATE ITEM #9 bhc CONSULTANTS FL d9. 5n BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com II ADD ALTERNATE SEE DRAWING D-1 NOTES. THE REMOVAL AND DISPOSAL OF SCREENINGS FROM WASTEWATER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL PREPARE A SEQUENCING PLAN AND SCHEDULE TO BE APPROVED BY OWNER AND ENGINEER PRIOR TO COMMENCING WORK. SCREENINGS REMOVAL AND DISPOSAL SHALL REMAIN INTERRUPTED DURING CONSTRUCTION AND DEMOLITION. Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: As Shown One Inch at Full Scale If Not One Inch Scale Accordingly SECTION SCALE: 1" = 1'-0" D-4 ADD ALTERNATE ITEM #9 CONSTRUCTION NOTES: OREMOVE SCREENING CONVEYOR, CONVEYOR SUPPORTS, CONVEYOR ENCLOSURE IN ITS ENTIRETY. O2 REMOVE EQUIPMENT CONCRETE PAD TO BE FLUSH WITH SLAB AND GRIND SURFACE SMOOTH. REPAIR DAMAGED SLAB TO MATCH ADJACENT SLAB PER DETAIL 2/D-7. O3 REMOVE EQUIPMENT CONTROL PANEL, LOCAL DISCONNECTS AND CONTROLS, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN ITS ENTIRETY. 4O PROTECT EXISTING SCREENS DURING DEMOLITION. SCREEN OPERATION SHALL REMAIN UNINTERRUPTED DURING CONSTRUCTION AND DEMOLITION. O5 REMOVE P-105 AND P-106 SCREENINGS PUMPS IN THEIR ENTIRETY. PROTECT AND REUSE EXISTING EQUIPMENT PADS. REMOVE SUCTION AND DISCHARGE PIPING BETWEEN PUMPS AND ISOLATION VALVES. O6 PROVIDE TEMPORARY SCREEN SUPPORT AS NEEDED BY SCREEN MANUFACTURER DURING DEMOLITION AND CONSTRUCTION. AME E CO Green •Clean •Sustainable 4;p EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING DEMOLITION SECTIONS 24" RAW SEWAGE Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBERp O� of wAs�l� � T O �C"' �� ONAL " 4p 1 Drawing: D-J Sheet: 22 of 114 File: P20-10570_D-5 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 E a 0 0 Q U E Q rn M M O N O N CO O L Q 0 ^_ LL I O Ln O _ L'Ar N � D_ E N (0 E (0 — C ry N 0 L.L 0 N 0 �7 >� O U N Cn O 0 ca � U n m � ~I O ti �I o O ti Ln O O N X O E C _ i C W O E OI W O O 0 Cn O N N X C/) E 1P X SIKATOP 122 PLUS OR APPROVED EQUAL EQUIPMENT/ EPDXY MODIFIED PIPE SUPPORT GROUT DEMO CONC SLAB AS TOP OF < REQ'D TO REMOVE REINF TO 1" BELOW TOP OF SLAB SLAB , dJ. 'd 6" 'd NOTES: 1. REMOVE EXISTING CONCRETE PAD TO A MINIMUM OF 1" BELOW THE ADJACENT CONCRETE SURFACE. PREPARE CONCRETE SUBSTRATE TO OBTAIN A SURFACE PROFILE OF ±1/16" (CONCRETE SURFACE PROFILE SP 5 OR GREATER AS PER INTERNATIONAL CONCRETE REPAIR INSTITUTE GUIDELINES) WITH A NEW EXPOSED AGGREGATE SURFACE. 2. PROVIDE CONCRETE FINISH AND FLOOR SLOPE TO MATCH ADJACENT SURFACE. PIPE/EQUIPMENT SUPPORT DEMOLITION DETAIL Ll� NTS TYP SIKATOP 122 PLUS OI APPROVED EQUAL EPDXY MODIFIED GR "`� CONC PAD DEMO CONC SLAB AS REQ'D TO REMOVE REINF TO 1" BELOW TOP OF SLAB APPLY SCRUB COAT OF REPAIR MATERIAL TO PREPARED SURFACE L,� ��.� I BUT OR DAMAGE HORIZONTAL REINFORCING IN THE CONCRETE SLAB 1. REMOVE EXISTING CONCRETE PAD TO A MINIMUM OF 1" BELOW THE ADJACENT CONCRETE SURFACE. PREPARE CONCRETE SUBSTRATE TO OBTAIN A SURFACE PROFILE OF ±1/16" (CONCRETE SURFACE PROFILE SP 5 OR GREATER AS PER INTERNATIONAL CONCRETE REPAIR INSTITUTE GUIDELINES) WITH A NEW EXPOSED AGGREGATE SURFACE. 2. PROVIDE CONCRETE FINISH AND FLOOR SLOPE TO MATCH ADJACENT SURFACE. DETAIL NTS TYP bh(moBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By App'd Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 1 CUT PIPE Al GRIND FLU. WITH WALL EX CONCRE As Shown One Inch at Full Scale If Not One Inch Scale Accordingly 'EN DI PIPE, DIA VARIES FILL PIPE WITH NON -SHRINK GROUT CLEAN AND WIREBRUSH PIPE INTERIOR SURFACE PRIOR TO INSTALLING NON -SHRINK GROUT PIPE/WALL PENETRATION DETAIL 3 NTS TYP AME E CO Green •Clean •Sustainable 4; SIKATOP 122 PLUS OR APPROVED EQUAL EPDXY MODIFIED GROUT TOP OF SLAB N X OPEN TO BELOW 7 AIr1TCC- DI PIPE DEMO CONC SLAB AS REQ'D TO REMOVE REINF i TO 1" BELOW TOP OF SLAB CAP WITH BLIND FLANGE 1. REMOVE EXISTING CONCRETE PAD TO A MINIMUM OF 1" BELOW THE ADJACENT CONCRETE SURFACE. PREPARE CONCRETE SUBSTRATE TO OBTAIN A SURFACE PROFILE OF ±1/16" (CONCRETE SURFACE PROFILE SP 5 OR GREATER AS PER INTERNATIONAL CONCRETE REPAIR INSTITUTE GUIDELINES) WITH A NEW EXPOSED AGGREGATE SURFACE. 2. PROVIDE CONCRETE FINISH AND FLOOR SLOPE TO MATCH ADJACENT SURFACE. PIPE/FLOOR PENETRATION DEMOLITION DETAIL 4 NTS TYP Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER),, of was�l 10`4NW_ �Qtir EDMONDS WWTP CARBON RECOVERY Drawing: D-6 Sheet: 23 of 114 DEMOLITION DETAILS File: P20-10570 D-6 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED C� E d T Q 0 m a o a-0 E of a LO L-: O a) � o N p X U E 2 0 0l M LO c15 O O 6 N N O X N o cn a 0- Q o_ � I CD LO o� o= o N U X of -F 11- 0 L p 0 0 ry N a) o_ m L 0 `6 O c a� — LL N U) X W OI �LO > X o — 0 0 (D o o x -0 W 0 0l U ti D_ LO I.—C) T �I X o — ti N LO C) � r () 0 Cj c -0 CO C [-- 0 E of -0 LO W_ O r U (no a� X Q - E m Co U 0 U) I L X kz 0 Z 0 20 40 Scale in Feet C0 W Z J Q JQk�P8" I ZPI S— • SPIKE FF--7.65 CO LU c0 M P12 I W LU " 108 p 109 A 105 M I:1:......•..;.:.•.•..•.:::.X:::. SPIKE gm 10" I 0 107 A 110 SPIKE PK I BUILDING HANDRAIL • . �• SPLITTEr D'' •D•' • • CITY WATER TO SYSTEM THIS BUILDING FROM ODOR CONTROL SYSTEM CCESS THE SOUTH NO CITY WATER TO 10i THIS BUILDING FROM WE i RAW SLUDGE SCRIBED X .F • ;�®I� ' ap THE SOUTH PUMPING • ., LEE �_= Saffi ----- MIs 56�� ►I 01 mimms SOLIDS BUILDING UNDERGROUND FUEL STORAGE TANK FILLER CAPS (TYP) 101 PK W OPERATIONS SD =II© 07 I RIGHT OF WAY C/L I W ' W AC ` 102s• SPIKE i 1 I �. DT14 W •c s D DT1 O :;:• CO LU W Q • W Z W NOTES: 1. EXISTING 10'-10" DIAMETER CHEMICAL STORAGE TANK LOCATED ON CAST IN PLACE 11' x 11' CONCRETE PAD, TOS EL 17.33 SHOWN SCHEMATICALLY AND NOT PART OF SURVEY. ADD ALTERNATE #12 W I CANTILEVER GATE, SEE DWG C-6 — CB 1189 RIM 15.05 I.E. 13.2 E. 6" STEEL PIPE ELBOW SEN S PIPE DOWN, \ NO VISIBLE EXIT FOR WATER EX ENTRANCE I Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE �OV E AYO I c'W I w 45243 IST�g���� "SI%NA L EGGS BHC Consultants, Designed: R. Ochiltree, P.E. LLC Scale: EDMONDS WWTP CARBON RECOVERY Drawing: C-1 1601 Fifth Avenue, Suite 500 1" = 20--0" Seattle, Washington 98101 Sheet: 24 of 114 (AW 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale OVERALL SITE PLAN File: P20-10570_C-1 ISSUED FOR PERMIT 04-2021 GRM RAD 206.505.3406 (fax) If Not One Inch No. Revision Date By App'd CONSULTANTS www.bhcconsultants.com • Clean •t Checked: G. Mockos, P.E. Scale Accordingly Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED M E c d Q a m Q O L E �I o a ti Ln o N Q X U O 0- E o Q ti x u, w of F- M LO O O o X O-F Q � _o 0 D_ a- N O ti UI o O L o o X i O ry o_ T N � c O iT N O) W -b of Lo cn O N r O O U X m - N c � _0 o ca � U n m � ~I � O ti �I o O r ti L o CDN X O U O E OI -0 r- W Ln O O U m � X Q E ca M c U � C IL 4-0 L X -------------I- Z I .' � I • � I . O � I . 0 10 20 1 Scale in Feet PRIMARY CLARIFIER NO. 2 PRIMARY EX FLOW SPLITTER BOX RAW SLUDGE PUMPING STATION BELOW SOLIDS PROCESS ISSUED FOR PERMIT No. FF=21.36 Revision CLARIFIER NO. 1 SLAB ON GRADE AND ODOR HANDRAIL HOUSEKEEPING PADS, CONTROL SEE NOTE 4 SYSTEM HANDRAIL 1 1 NO CITY WATER TO 3 THIS BUILDING FROMTH CONTROL 103 SCRIBED X 11 I I- r 11 r - FF=21.30 GRAVEL FF 22.00, SEE NOTE 5 UNDERGROUND FUEL STORAGE TANK - EX UNDERGROUND FUEL STORAGE TANK 101 PK -\SD >� N iri > w�I I � �' F-T PP 1 1 9 I� CS N w p 10' W WALL SS OL OPENING - S FILLER CAPS TYP) HM PATCH AS REQUIRED, SEE NOTE 1 W ° \ FF=19.80 P�/ PW Pk PW p� A qw G a% ° .• p Sc SC SD q SD SC 1G OPERATIONS BUILDING SD HEADWORKS BUILDING REPLACED SIDEWALK, SEE NOTE 2 EX DOORWAY 3' x 7' NO CITY WATER TO THIS BUILDING FROM THE SOUTH EX WALL OPENING E 16.81, APPROX 18" WIDE x 12" HIGH FF=17.35 1 N: 8 U NPW NPW NPW - - - - A P q FOPP P � J 71 17 c17P nlnTl7 r, SD SS SD BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By App'd >-0 . ub S g I ° c. ° ' RIM 15.05 I.E. 13.2 E., 6" STEEL PIPE AC 4 ELBOW SENDS PIPE DOWN, p° "' NO VISIBLE EXIT FOR WATER . Q DRAIN EX ENTRANCE e n ' I {� 100 SPIKE ADD \ ALTERNATE Y 3 #12 GP O 3 W pw P DT1 cn -j.J z M SD SD I r Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. Scale ill = 10'-0" One Inch at Full Scale r� �1 If Not One Inch Scale Accordingly L NOTES: 1. SEE SECTION A/C-5 FOR HMA DETAILS. 2. SEE DETAIL 1/C-5 FOR SIDEWALK DETAILS. 3. PREPARED SUBGRADE BELOW CONC SIDEWALK AND SLABS AT LEAST 95% OF MAXIMUM DRY DENSITY PER ASTM D1557. 4. SEE STRUCTURAL FOR CONCRETE SLAB AND HOUSEKEEPING PADS DETAILS. 5. GRAVEL BACKFILL TO BE CSBC PER WSDOT STD SPEC 9-03.9(3). 6. EXISTING 10'-10" DIAMETER CHEMICAL STORAGE TANK LOCATED ON CAST IN PLACE 11' x 11' CONCRETE PAD, TOS EL 17.33 SHOWN SCHEMATICALLY AND NOT PART OF SURVEY. LEGEND a a a LIMIT OF CONCRETE PAVEMENT D���aD�O�aD LIMIT OF GRAVEL BACKFILL LIMIT OF HMA PAVEMENT PAVING CONTROL TABLE PT O# DESCRIPTION NORTHING EASTING ELEVATI ON 1 SIDEWALK 298844.72 1259794.15 21.87 2 TOP OF STAIR 298844.51 1259804.52 21.85 3 BOTTOM OF STAIR 298844.39 1259810.36 18.03 4 SLAB CORNER 298843.41 1259859.30 17.03 5 SIDEWALK 298843.27 1259865.97 17.28 6 SIDEWALK 298828.49 1259865.67 17.24 7 SIDEWALK 298828.54 1259859.00 16.88 8 SLAB CORNER 298820.50 1259858.89 16.81 9 SLAB CORNER 298821.36 1259809.89 17.80 10 TOP OF WALL 298821.38 1259808.89 21.83 11 GRAVEL CORNER 298821.83 1259786.18 21.80 12 GRAVEL CORNER 298829.15 1259793.83 21.80 13 SIDEWALK 298840.05 1259794.05 21.87 14 BOTTOM OF STAIR 298840.72 1259810.28 17.97 15 TOP OF SMALL HOUSEKEEPING PAD 298832.36 1259814.46 18.80 16 TOP OF LARGE HOUSEKEEPING PAD 298835.81 1259825.63 18.12 AMERESCO Green •Clean •Sustainable � Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE pV E Ay� x 45243 �c j S T �SSI�NAL E��1 EDMONDS WWTP CARBON RECOVERY Drawing: C-2 Sheet: 25 of 114 GRADING, PAVING, AND STRIPING PLAN File: P20-10570_C-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m E 0_ cD o= Q 0 m Q 0 d of ti Ln 0 0 N X m ~I 0 c � O `O E o o Q CV X m — 0 U) U 0 d E of a ti O 0 � O N o X N O Cn x O W CD Q� Q Lo o ca o N o X D — c� a UI ~ CDx W 0 0l oL� N � W O aj N E X N M LL � N N U) � a 0 c W U) of Ln N X c — o � L a) a- U O �I OW 0 0 ti Y Ln U CD° o E U) O D_ E of W LO O O r U Vo m X0 Q a) E ca M U m 0 X — — — — — — — — — — — — —�— — — — — — — — — — — ° — — — — — — — — — — — ° SPIKE NOTES: P 1. SURFACE RUNOFF FROM EXISTING PARKING LOT WILL REMAIN UNCHANGED, AND WILL FLOW TO 41 ° DRIVEWAY CB AND TRENCH DRAIN, THEN INTO ° HEADWORKS FOR TREATMENT BY THE WWTP. SURFACE RUNOFF FROM NEW ODOR CONTROL 0 I SYSTEM SLAB WILL FLOW THROUGH EXISTING OPENING IN WALL, TO DRIVEWAY CB AND TRENCH DRAIN, AND THEN INTO HEADWORKS. ° I 0 10 20 i DT1 NO SURFACE RUNOFF WILL LEAVE THE SITE. °'•: °• • � 2. EXISTING GRAVEL SURFACING AND EXISTING Scale in Feet I CONC SIDEWALK (APPROX 1,700 SQFT) TO BE REPLACED WITH NEW CONC SLAB ON GRADE, ° I STAIRS, RETAINING WALL, AND GRAVEL, TO PRIMARY I PRIMARY HEADWORKS CONSTRUCT NEW ODOR CONTROL SYSTEM. CLARIFIER NO. 2 I CLARIFIER NO. 1 BUILDING DT16" HANDRAIL HANDRAIL ° O NO CITY WATER TO LLl THIS BUILDING FROM Q THE SOUTH a ODOR CONTROL SYSTEM ACCES . ' °` U . . '. • ODOR CONTROL o 71'-10" SYSTEM N° Z .. N °°,.. • . NO CITY WATER TO a DT1 2" U U THIS BUILDING FROM SOIL-.. 103 j fRAVF—1 SC RIBED X — SEE NOTE 2 . RAW SLUDGE EX WALL OPENING PUMPING STATION YD 1592 _ J� _ O IE 16.81, BELOW RIM 23.56' N — \ p APPROX 18" WIDE x 12" HIGH e a I I N/ CAA FLOW PATH, ° 4. • .° • — _ SEE NOTE 1 a . . . . ----- — a — —AIC- — — DT1 6" — — — W A ANPW NPW NPW FF=21.36 I I � P P F�' P P PP P P J FF=21.30 W CS N W P ° I UNDERGROUND FUEL STORAGE TANK . ADD ALTERNATE # 12 OL JJ 8 101 SOLIDS PROCESS PK S S ' CB 1189 BUILDING SS FILLER CAPS (TYP RIM 15.05 n I.E. 13.2 E., 6 STEEL PIPE AC ° ELBOW SENDS PIPE DOWN, 4 0. NO VISIBLE EXIT FOR WATER W W ° FF=19.80 ° PW DRAIN p PAW AW PW PW py1/ PW W 6 • ° a q a ° . e G G A A G� ° °. EX ENTRANCE EX UNDERGROUND 100 FUEL STORAGE TANK SPIKE % ° a AC c �' GP I EX TRENCH Call 48 Hours • • °• .° d' '°° . •�. .�' .' .°• �' °• °•.° G O DRAIN Before You Dig PW PW PW P DT1 " V 1-800-424-5555 D� IE 1 .41 UNDERGROUND SERVICE SC � SC I E 14.81 I p . SD q SD .SD. .SD. SD Sp SS SD M VE Ay SD � . . . . . . SD �y °: IE 14.51 SD W 6DR � I 4F OPERATIONS BUILDING CB 45243 �o 1 S TIP, �yw� �SSINAL E��1 BHC Consultants, Designed: R. Ochiltree, P.E. LLC Scale: EDMONDS WWTP CARBON RECOVERY Drawing: C-3 1601 Fifth Avenue, Suite 500 1" = 10'-0" Seattle, Washington 98101 Sheet: 26 of 114 206.505.3400 Drawn: P. Simon One Inch at Full Scale AME E CO SITE DRAINAGE PLAN File: P20-10570_C-3 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS (fax) If Not One Inch O No. Revision Date By App'd C O N S U LTA N T S www.bhcconsultants.com Green • Clean • S u sta i n a b l e p Checked: G. Mockos, P.E. Scale Accordingly Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m M E d (D Q O_ m O 0 0- 7 oti ,� LO i O N � O N p X Q �U }, E r) Q X 0 W 0LO O ti O O O N N X o O 0- O Q X LU of LO O O O N U X OI ti M L p O O N N (n a- Q b� 0 E a- c O m ti LO LL O N T O �X ry 0) (D U o p U a— N 0 0 U _Q o U — m � ~I � o ti �I o O r LO O N X 64 O E j E O E OI -0 r-- Lu LO O O U � a oN X Q E M U � U) 4-- A X 0 z 0 10 20 Scale in Feet RAW SLUDGE PUMPING STATION BELOW SOLIDS PROCESS BUILDING PRIMARY PRIMARY CLARIFIER NO. 2 YD 1592 RIM 23.56' CLARIFIER NO. 1 I HANDRAIL p ODOR CONTROL SYSTEM HANDRAIL I NO CITY WATER TO THIS BUILDING FROM THE SOUTH ODOR CONTROL SYSTEM ACCE.............. .......... .......... .......... ............... 103 SCRIBED X . •<:Q — i s r C pp p EX POWER, SEE NOTE 1 I > — — — W FF=21.3 I P A P PP EX 2" IRON VENT LINE P > IN 4" PVC CONDUIT, CS SEE NOTE 1 JNDERGROUND FUEL STORAGE TANK-. HEADWORKS BUILDING EX2-1"IRON OIL LINES IN 4" PVC CONDUIT, SEE NOTE 1 17i SS ✓v .� .. U< ICJ . d •...�. n —S FILLER C (TYP) W W� FF=19.80 � Py� PW PAW PW PW p� A A ns G G a EX UNDERGROUND ; ... FUEL STORAGE TANK41 p'.. 6 . • ' .per ' � . °, .s b ° \ G . I IE 15.41 SC SD Sc SD IE 15.11 SC SD I E 14.81 1G 401 REPLACE EX NATURAL GAS METER, PER DETAIL 5/P-6 EX 1" HIGH PRESSURE AIR, SEE NOTE 1 OPERATIONS BUILDING SD BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 (A0 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By I App'd NO CITY WATER TO THIS BUILDING FROM ° a THE SOUTH — — - EX 2" CHLORINE SOLUTION LINE, ' SEE NOTE 2 EX •" NON -POTABLE WATER, SEE NO NP ... J SD IE 14.51 EX 1 1/4" POTABLE WATER, SEE NOTE 1 Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. ' a p . p OT, L " p \V p DT16" " p O co I °LLJ n C1 v� Z DT12" N b,. EX 1" HIGH PRESSURE AIR, SEE NOTE 1 :p s EX 4" SCREENINGS LINE, SEE NOTE 1 n . � EX 6" FIRE/NPW BACKUP, SEE NOTE 1 a a EX 6" SIDE SEWER, SEE NOTE 1 s p. S > 4 CB 1189 °b, <' RIM 15.05 I p I.E. 13.2 E., 6" STEEL PIPE AC A ELBOW SENDS PIPE DOWN, a a' NO VISIBLE EXIT FOR WATER s a .•n .°: DRAIN b .4 EX ENTRANCE 100 ° "DIKE ADD ° ALTERNATE #12 GP W P DT1 " AC M EX 2" POTABLE WATER, SD SEE NOTE 1 SD EX CB EX 6" STORM DRAIN, SEE NOTE 1 Scale ill = 10'-0" One Inch at Full Scale r� �1 If Not One Inch Scale Accordingly AMERESCO Green •Clean • Sustain able � NOTES: 1. PRESERVE AND PROTECT EXISTING UTILITIES NOTED. 2. ABANDON OR REMOVE EXISTING 2" CS LINE AS NEEDED. 3. UTILITIES SHOWN ARE FROM 1991 RECORD DRAWINGS AND ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING UTILITIES. EDMONDS WWTP CARBON RECOVERY SITE UTILITIES PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 'V p`1E Ay� ��'� 45243 �c 1STV, g��w� �'S%NAL E��l Drawing: C-4 Sheet: 27 of 114 File: P20-10570_C-4 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED c O E CL L 0 U E Q N N O O N O N O O Q Q N (0 O d `. O ti LO O _ � L O � N d M E O M E 0- co — C >, N P - L LL V N E ^^L LL �Ln -0 >o O N U X O — ry-F CM O p Co ry U d � U OI O I'- (n LO O O `.e U O N 2: O ~ E o -0 r W LO O C) U cn O X Q U� U) LL �4-- X PREPARED SUBGRADE BELOW HMA AT LEAST 90% OF MAXIMUM DRY DENSITY PER ASTM D1557 SLOPE VARIES, 0.02 MIN 4" MIN HMA CL 1 /2" PG 64-22 6" MIN CRUSHED SURFACING BASE COURSE (CSBC) 9-03.9(3) HMA PAVING SECTION SCALE: 3/4" = 1'-0" C-2 ISSUED FOR PERMIT 04-2021 GRM RAID No. I Revision Date By App'd PREPARED SUBGRADE BELOW CONC SIDEWALK AND SLABS AT LEAST 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 bhcBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com S=1/4"/FOOT TOOLED L75 @ 5-0" OR AS INDICATED ON DWGS 5'-0" AS INDICATED ON DRAWINGS, TYP SIDEWALK DETAIL SCALE: 3/4" = 1'-0" C-2 Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. Scale: As Shown One Inch at Full Scale If Not One Inch Scale Accordingly 6x6-6/6WWF AME E CO Green • Clean •Sustainable 4 6 EDMONDS WWTP CARBON RECOVERY CIVIL DETAILS 1 OF 2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE �vE AY� 45243 4 p0 I S TIP, �Ss1pNAL E��l Drawing: C-5 Sheet: 28 of 114 File: P20-10570_C-5 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED C O E Q L Q U E 0- Ln 0 0 N O N Q O L Q Q 0 a_ UI 0 ti 0 0 N a_ N E M C W LL m E o_ O U O 0 cD E 0 I 0 0 N X N N L U 0 m ~I 0 0 0 N X ai c LL m X 1" x 1" PICKET W4 TRUCK, TYP 000000000000000000000000000000000000000000000000000000000000000000............000000000000000000 PER DETAIL 3/- PER DETAIL 3 2) TRACK PER DETAIL 4/- TRACK PER DETAIL 2/- (BELOW PER DETAIL 2/- (BELOW 2) 14' = CLEAR OPENING B = POST SPACING C/C PLAN II IIIII PER DETAIL 2/- 21' = OVERALL GATE LENGTH ASTM F 2200 7' = COUNTERBALANCE COMPLIANT GAP LENGTH PROTECTORS 110 (STANDARD) INTERNAL PICKET TRACK ' A PER DETAIL 2/- I z PER DETAIL 4/- w 2 0 0 I — co 0 II IIIIII I I CO 5" PER DETAIL 3/- LO GRADE 10,A f I I PER DETAIL 3/--"Z - REMOVABLE CATCH SECTION SECTION A -A POST IN BOLLARD FOUNDATION HEAVY DUTY CANTILEVER SLIDE GATE ENLARGED SECTION A -A DETAIL Ll� SECTION NTS C-2 NTS _ CATCHER SPHERICAL BEARINGS SUPPORT 4" O.D. POST NOTES: W4 TRUCK ��--� UL 325 COMPLIANT WHEEL COVERS 1. PROVIDE TWO 14'-CLEAR OPENING TYMETAL . GATES ACROSS 28' OPENING AT DRIVEWAY. -- (STANDARD) PROVIDE REMOVABLE CATCH POST IN CENTER OF OPENING. PROVIDE TWO TYM 1000 SERIES o UL 325 COMPLIANT SLIDE DATE OPERATORS. 5/8" HANGER WHEEL COVERS BOLT (STANDARD) COMPANION 4" OD POST, GUSSETS REMOVABLE Call 48 Hours Before You Dig ADD SMOOTH LEADING EDGE. ALTERNATE #12 HANGER BOTTOM GUIDE (NO PROTRUSIONS PER ASTM F 2200) 1-800-424-5555 UNDERGROUND SERVICE BRACKET BRACKET pVE AY W O0 �C" GATE HANGER ASSEMBLY BOTTOM GUIDE CATCH ASSEMBLY �- DETAIL 2 DETAIL 3 DETAIL 4 �o ,V,���ww NTS _ NTS _ STST -"s1pNAL E�o� BHC Consultants, LLC Designed: R. Ochiltree, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: C-6 Sheet: 29 of 114 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101AME 206.505.3400 206.505.3406(fax) NTS E CO O CIVIL DETAILS 2 OF 2 Drawn: P. Simon One Inch at Full Scale i � r" , File: P18-10570 C-6 — ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS www.bhccobhcconsultants.com Checked: G. Mockos, .. PE If Not One Inch Scale Accordingly ; � Green Clean Sustainable Date: A rll 2021 p No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED cu L E L a� 0 Q U E rn 0 N O N O D Q 0 a_ w 0 O U al O to O E m a� H i = U ry : al 0 0 O a � Y 00 1 � of LO to ) i o N X i E C N LL ►0 CODE NOTES ARCHITECTURAL ABBREVIATIONS PROJECT ADDRESS: ABV ABOVE 200 2ND AVE S ADA AMERICANS WITH DISABILITIES ACT EDMONDS, WA 98020 AFF ABOVE FINISHED FLOOR BLDG BUILDING APPLICABLE BUILDING CODES BTM BOTTOM JURISDICTION: CITY OF EDMONDS CODE ENFORCEMENT CB CATCH BASIN DIVISION CIP CAST -IN -PLACE CMU CONCRETE MASONRY UNIT BUILDING: 2018 IBC WITH WASHINGTON STATE COL COLUMN AMENDMENTS AND EDMONDS COMMUNITY DEVELOPMENT CODE CONC CONCRETE CONN CONNECTION FIRE PROTECTION: 2018 IFC WITH WASHINGTON STATE CONT CONTINUOUS AMENDMENTS; HYDRANTS, FIRE DIA DIAMETER EXTINGUISHERS, COMBUSTIBLE GAS DETECTION SYSTEM PER NFPA 820, DS DOWNSPOUT 2016 EDITION DTL DETAIL DW DOWN ACCESSIBILITY: 2018 IBC CH 11, WITH WA STATE WAC E EAST 51-50 AMENDMENTS AND ICC A117.1-2009 EA EACH ELEV ELEVATION BUILDINGS: EXT EXTERIOR EX EXISTING HEADWORKS BUILDING (EXISTING): FF FACTORY FINISH OCCUPANCY TYPE: F-1 (IBC 306.2) CONSTRUCTION TYPE: II-B FO FACE OF G GROUND, GRADE EXISTING BUILDING HEIGHT (IBC TABLE 504.3 AND 504.4): 20' GWB GYPSUM WALL BOARD PROPOSED BUILDING HEIGHT: G-1 INSULATED SAFETY GLAZING EXISTING BUILDING AREA PER FLOOR (IBC TABLE 506.2): 3,520 SF H HEIGHT PROPOSED BUILDING AREA PER FLOOR: HM HOLLOW METAL LF LINER FOOT PER IBC 503.1.1 SPECIAL INDUSTRIAL PROCESSES ARE EXEMPT LT LIGHT FROM BUILDING HEIGHT, STORIES AND AREA LIMITATIONS. MFD MANUFACTURED EXITING SINGLE EXIT: LESS THAN 49 OCCUPANTS: PER (IBC TABLE 1006.2.1) 200 FEET OF TRAVEL DISTANCE PER (IBC TABLE 1017.2) SOLIDS PROCESSING BUILDING (EXISTING): OCCUPANCY TYPE: F-1 (IBC 306.2) CONSTRUCTION TYPE: II-B EXISTING BUILDING HEIGHT (IBC TABLE 504.3 AND 504.4): 45' PROPOSED BUILDING HEIGHT: BUILDING AREA PER FLOOR (IBC TABLE 506.2): PER IBC 503.1.1 SPECIAL INDUSTRIAL PROCESSES ARE EXEMPT FROM BUILDING HEIGHT, STORIES AND AREA LIMITATIONS. EXITING SINGLE EXIT: LESS THAN 49 OCCUPANTS: PER (IBC TABLE 1006.2.1) 200 FEET OF TRAVEL DISTANCE PER (IBC TABLE 1017.2) F ALT. #1 DOORS DOOR SCHEDULE DOOR NO TYPE W x H FRAME DOOR HARDWARE DETAILS NOTES GROUP Q C� wU) = w Z Q W HEAD JAMB SILL Z < Z 2 lL 2 rDo, C 9' 0" X 10' 0" N/A N/A HM FF 4/A-10 5/A- 0 6/A- 0 CLASS I DIV COMPLIANT COILING D02 B 3'-0" X 7'-0" HM PT HM HM - - PT - - 1/A-10 1/A-10 2/A-10 2/A-10 3/A-10 3/A-10 D03 B 3'-0" X 7'-0" HM PT PT D04 A 3'-0" X 7'-0" HM PT HM G-1 PT - 1/A-10 2/A-10 3/A-10 D05 C_ 7 +/-10'-2" X 8'-4" N/A N/A HM 7-7FFT_ - CLASS 1 DIV 1 COMPLIANT COILING r 77 ALT. #5 DOOR —VERIFY SIZE AND MATCH NEW DOOR TO EXISTING OPENING bhp. ALTERNATE BID ITEMS WASHINGTON STATE ENERGY CODE ARCHITECTURAL GENERAL NOTES MFR MANUFACTURER ALL INSULATION MATERIALS SHALL BE INSTALLED ACCORDING TO THE 1. DRAWINGS ARE IN PART DIAGRAMMATIC AND DO NOT MH MANHOLE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE PROPER DENSITIES, NECESSARILY SHOW COMPLETE DETAILS OF CONSTRUCTION, MAINTAIN CLEARANCES AND MAINTAIN UNIFORM R-VALUES TO THE WORK, OR MATERIALS, PERFORMANCE OR INSTALLATION. MIN MINIMUM MAXIMUM EXTENT POSSIBLE, INSULATION SHALL EXTEND OVER THE DRAWINGS DO NOT NECESSARILY SHOW HOW CONSTRUCTION MR MOISTURE RESISTANT FULL COMPONENT AREA TO THE INTENDED R-VALUE. DETAILS, OTHER ITEMS OR WORK AND EQUIPMENT MAY AFFECT A MTL METAL PARTICULAR INSTALLATION. NIC NOT IN CONTRACT EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS NOM NOMINAL BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND 2. FEATURES NOT FULLY SHOWN ON PLANS OR DETAILS ARE TO BE OC ON CENTER WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES PROVIDED AS INDICATED FOR SIMILAR CONDITIONS. THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN OF OVERFLOW THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR 3. THE OWNER SHALL BE NOTIFIED OF ANY VARIATION FROM THE PED PEDESTRIAN WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 'BUILDING ENVELOPE' DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE PLF POUNDS PER LINEAR FOOT MEANS ALL BUILDING ELEMENTS SEPARATING CONDITIONED FROM DOCUMENTS. ANY SUCH VARIATIONS SHALL BE APPROVED BY THE PROP PROPERTY UNCONDITIONED SPACES. OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO PSF POUNDS PER SQUARE FOOT RECTIFY THE SAME. PT PAINT PYR PYROLYSIS 4. ALL DIMENSIONS TO WALLS SHOWN ON DRAWINGS ARE TAKEN RD ROOF DRAIN FROM FACE OF STUDS, MASONRY OR CONCRETE. S SOUTH S. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THE SF SQUARE FEET/FOOT DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STL STEEL TEMP TEMPORARY 6. VERIFY DIMENSIONS, ROUGH OPENING SIZES SHOWN FOR DOORS, WINDOWS AND OTHER PENETRATIONS AGAINST REQUIREMENTS TO TOP OF OF SPECIFIED PRODUCTS, CONDITIONS, ELEVATIONS, ETC. TOC TOP OF CONCRETE PERTAINING TO WORK BEFORE PROCEEDING. TOS TOP OF STEEL TYP TYPICAL 7. PROVIDE ALL SUB -FRAMING AS REQUIRED TO RECEIVE WORK BY OTHERS. UHMW ULTRA HIGH MOLECULAR WEIGHT POLYURETHANE VEH VEHICLE 8. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. W WEST, WIDTH W/ WITH 9. ALL OPENINGS SHALL BE CAULKED, SEALED, OR WEATHER STRIPPED. WAC WASHINGTON ADMINISTRATIVE CODE 10. NOT ALL ELEMENTS ARE SHOWN ON ARCHITECTURAL DRAWINGS, SEE STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL OR FIRE DRAWINGS. 11. ALL CLEAR DIMENSIONS ARE TO BE EXACTLY WITHIN 1/8" FULL HEIGHT AND WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSIONS MARKED 'CLEAR' OR'CLR' WITHOUT WRITTEN INSTRUCTIONS FROM THE OWNER. 12. CONTRACTOR SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS GOVERNING CONSTRUCTION BUILDING ACCESS AND THE USE OF FACILITIES AS SET BY THE AUTHORITY HAVING JURISDICTION. W PER SCHED EQ EQ `pm CAI GLAZING 0 w = 1 FRAME PER = U) SCHED W d DOOR PER SCHED ADD ALTERNATE #1: NEW OPENINGS AND DOORS AT HEADWORKS BUILDING: D01 AND D02 ADD ALTERNATE #2: ALL WORK RELATED TO THE ACF CLOUD INCLUDING ENCLOSING THE ENDS OF THE ACF. ADD ALTERNATE #5: REPLACE THE ROLLUP DOOR IN THE SOLIDS DISPOSAL ROOM ADD ALTERNATE #10: ARCHITECTURAL SCREEN ON TOP OF OUTSIDE WALL CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com A VISION PANEL KPG Designed: Scale: Interdisciplinary Design 1/4" = 1'-0" SEATTLE Tacoma 3131 Elliott Ave Wenatchee Drawn: One Inch At Full Scale Checked: Suite 400 WA 98121 Bellevue (206) 286 1640 www.kpg.com If Not One Inch Scale Accordingly 0 w = CO w a ALT #1 DOOR r � W _ I PER SCHED I DOOR D02 I I IS ALT. #1 I I W PER SCHEDLU I I - FRAME PER = I I SCHED IY a DOOR PER SCHED HOUSING B � C � � D SINGLE FLUSH ( COILING DOOR � � COILING DOOR AMERE CO Green •Clean *Sustainable ° ALT #5 DOOR A _ Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED RQHnWT 01 ENNIS W. J STATE OF WASH1 EDMONDS WWTP CARBON RECOVERY Drawing: A-1 CODE REVIEW, NOTES AND DOOR SCHEDULE Sheet: 30 of 114 File: Date: April2021 OCCUPANCY SCHEDULE SPACE HEADWORKS BUILDING UPPER FLOOR AREA 3,216 SF OCCUPANCY TYPE F-1 LOAD FACTOR 300 OCCUPANT LOAD 11 COMMENTS LOWER FLOOR 3,268 SF F-1 300 11 NO WORK HERE MEZZANINE FLOOR F-1 300 NO WORK HERE SOLIDS PROCESSING BUILDING BASEMENT LEVEL (GASIFICATION ROOM) 2,063 SF F-1 300 7 DEWATERING LEVEL N/A F-1 300 NO WORK HERE UPPER LEVEL (SOLIDS HANDLING ROOM) 2,063 SF F-1 300 7 UPPER LEVEL (EX SHOP FLOOR) N/A F-1 300 NO WORK HERE NEW LADDER �SFp TO LANDING q ABOVE 6'0 1 I�'i - -. W.. • • ir AII ME MI ��1i��7�► �I - �� a 0.SPIKE i 1 1 'AAA SOLIDS PROCESSING BUILDING BASEMENT LEVEL EGRESS PLAN 1/16"= 1'-0" ACTIVATED CHARCOAL FILTER ALT #2 I I - I I I II ID FAN ROOM • I EGRE&ATH=I 3'4' MAP12" , 0M 01MJ101*--" 4 ALTERNATE BID ITEMS ADD ALTERNATE #1: NEW OPENINGS AND DOORS AT HEADWORKS BUILDING: D01 AND D02 ADD ALTERNATE #2: ALL WORK RELATED TO THE ACF CLOUD INCLUDING ENCLOSING THE ENDS OF THE ACF. ADD ALTERNATE #5: REPLACE THE ROLLUP DOOR IN THE SOLIDS DISPOSAL ROOM ADD ALTERNATE #10: ARCHITECTURAL SCREEN ON TOP OF OUTSIDE WALL SOLIDS PROCESSING BUILDING 103 SCRIBED X YD 1592 --"4 RIM 23.56' HANDRAIL -01 EGRESS PATH= 1031-1 HANDRAIL NO CITY WATER EGRESS THIS BUILDING FIPATH= THE SOUTH 37'-411 logo - �-•'�� i ID i I ■1 ----------------- -. - • _ . I EXITING LEGEND: MOST REMOTE POINT PATHS DIVERGE COMMON PATH EGRESS PATH OF TRAVEL (C.P.O.T.) "'I— I I i i i- i UNDERGROUND FUEL STORAGE TAN FILLWbL"P� (TYP, FEED bhc& KPG Designed: Scale: Interdisciplinary Design 1/4" = 1'-0" CONSULTANTS SEATTLE Tacoma Drawn: One Inch At Full Scale BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 fax 3131 Elliott Ave Wenatchee Suite 400 WA 98121 Bellevue If Not One Inch ISSUED FOR PERMIT 04-2021 MM BS (fax) Seattle, Washington 98101 www.bhcconsultants.com (206)2861640 vww.kpgcom Checked: I Scale Accordingly Y No. Revision Date By App'd JUV %INTENANC STORAGEI OFFICE 101 ALT. #5 REPLACE DOOR 14, o HEADWORKS & SOLIDS PROCESSING BUILDING LIFE SAFETY & EGRESS PLAN 1/16"= 1'-0" SC — J �I AC 102 SPIKE I DT14-11 CIP.O.T.=63'-311 14/ DT16" A 77 T-I� -3 EGRESS I PATH= � 38'-4" PUMP ROO J � !LOWER LEVILI I O I Y TER TO DT12 THIS UILDI G FROM THE OUTH I 0 I FF=17.35 I I E ESS I 11 LOW= - J J Q ' ---- n LLJ Q rNq Iz N I CB AC RIV I I.E. DRAIN ELE NO 100 AGP�2 SPIKE Cn AC AC Q 0 N AMERE CO Green •Clean *Sustainable ° EDMONDS WWTP CARBON RECOVERY LIFE SAFETY & EGRESS PLAN -N- Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE N W. .JPAIF arm CP Drawing: A-2 Sheet: 31 of 114 File: Date: April2021 a� a �I 0 a LL X w 0 I M 0 0 N X C N C N N L U CO 0- 0 ^L LL I 0 0 0 N X Q O CO �LL �Q O O E a i a) o to I-- LO 0 0 U � X E — O c `E o — U pp U O N C o Q N O ^L n CDf r— LO Q o r }� O � N X O � d N O_ Z ° J I a I � Y d m LL = X W c+o I o Q r- LO 0 0 I o N X N — E ry M O CL M 0 o= I Q J Z CL U � o w LO 0 o I N m X U — N = ° U a- ry al p LO — o O o V 6 Cp m Z I O oD LO p o w � o N U X LU O E rr c Y ii L ) (>3 (3) X bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com NEW DOOR, ALT. BID #1 EX DIM 8'-8" 3'-4" SAW CUT OPENING FOR NEW DOOR _ 15'-011 '-0119 � r EDGE OF DUMPSTER NEW DOOR, ALT. BID #1 N RAILING LOCATION ' O ' FOR DUMPSTER o rVIC+r1A11- /" MAr1A1/- SCREEN ROOM HEADWORKS BUILDING HEADWORKS BUILDING ENLARGED FLOOR PLAN a@+19.81' 1/4"= 1'-0" KPG Designed: Scale: Interdisciplinary Design 1/4" = 1'-0" SEATTLE Tacoma 3131 EiiiottAve Wenatchee Drawn: One Inch At Full Scale Checked: Suite 400 WA 98121 Bellevue (206) 286 1640 www.kpg.com If Not One Inch Scale Accordingly =001,0 �U o ' I SAW CUT OPENING FOR NEW DOOR EXISTING GRATING AMERE CO Green •Clean *Sustainable ° NOTES: GNEW DUMPSTER AND GUIDE RAILS, SEE MECHANICAL SHEET M-5 FOR INFORMATION. ALTERNATE BID ITEMS ADD ALTERNATE #1: NEW OPENINGS AND DOORS AT HEADWORKS BUILDING: D01 AND D02 ADD ALTERNATE #2: ALL WORK RELATED TO THE ACF CLOUD INCLUDING ENCLOSING THE ENDS OF THE ACF. ADD ALTERNATE #5: REPLACE THE ROLLUP DOOR IN THE SOLIDS DISPOSAL ROOM ADD ALTERNATE #10: ARCHITECTURAL SCREEN ON TOP OF OUTSIDE WALL EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING ENLARGED PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED EJIS W. J STATE OF WASHINGT Drawing: A-3 Sheet: 32 of 114 File: Date: April2021 U) 0- 0 11 0 I LC) 0 O N X 0- O L LL a O ^L LL I O 11— Lf ) O r O N X i a) Q Q I C a- i H X W 0 ti Ln 0 0 N X (D Y Y 2 Z Q J 0_ I O ti LO O O N X C E O U U ''L^^ VJ Q O ^L LL r- Ln CD O N X C a) E a) co m I C L d L L E X i W a) � o ti o Q U o N E X (6 —_ r E N 66 E O Q 0- N N O 0- CV 0 L 0 0- M O O) ti LO Q O m +. O (B N -O X O a Z to m J Y d r lQ � Z 0 Q J Q 01 O LO LO LCD LO O , � O N a) X E — (6 � c m m � 0 J •� c I cu o� I Q� Z X U wl U� w; 00 N O m X U — m = U o_ ry � al r) p LO — O O o d N Y Ci 0 Z I O o p o w O � N U X LU O E lZ Y IL a) X 1 \I PLAN REVIEW COMMENTS No. ISSUED FOR PERMIT Revision C C 08-2021 MV bh(4k �/ CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Date By App'd I Seattle, Washington 98101 www.bhcconsultants.com 1/4"= 1'-0" KPG Designed: Scale: Interdisciplinary Design 1/4" = 1'-0" SEATTLE Tacoma 3131 Elliott Ave Wenatchee Drawn: One Inch At Full Scale Checked: Suite 400 WA 98121 Bellevue (206)2861640 www.kpg.com If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4 0 NOTES: 1. SEE SHEET A-10 FOR CONSTRUCTION ACCESS DETAIL, 2. SEE SHEET A-9 FOR LADDER DETAIL. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING ENLARGED PLAN BASEMENT Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 Drawing: A-4 Sheet: 33 of 114 File: Date: April2021 L Q I 0 L LL X w I O r- M O Q N X C N c N a� L U CO 0- 0 0- CDI 0 0 N X Q O CO L C Q L O E li LCD 1 �r- LO o 0 UoN X CU E C: 0 LO U 00 U O L i C N Q O N � O n M 01 0) r1- = LO Q o i? o N -0 X O L � N Q Z � J �I d c>3 ryry d r p X LO 0 Q r` LO 0 0 I L o O N X CU0- a � Y C CU QI Q Z J U al U o w Lo 0 o I N O m X U — N = U w ry al o LO CD O V 6 00 m z of O LO p o w C/)� N U X LU O B Y j,L X 1 L1 I 7 -1 REMOVE EXISTING DOOR AND ENLARGE OPENING CN PER STRUCTURAL. AFTER EQUIPMENT � INSTALLATION, INFILL OPENING WITH METAL STUDS AND METAL SIDING PER 7\A-11 U n aQ NEW FILTER EQUIPMENT (ACF CLOUD. ALT. BID #2) TUNNEL ROOF BELOW NEW q-g STAIR #5 EX SHOP FLOOR FF +19.81' NEW FLOOR OPENING NEW ALTERNATING;/ TREAD STAIR #2 40'-0" EXISTING - VERIFY SOLIDS PROCESSING BUILDING ENLARGED UPPER FLOOR PLAN (a@ +18.31') 3/16"= 1'-0" N i i i D3 A-8 NEW STAIR #3 A-5 EX SHOP FLOOR FF +19.81' ALTERNATE BID ITEMS ADD ALTERNATE #1: NEW OPENINGS AND DOORS AT HEADWORKS BUILDING: D01 AND D02 ADD ALTERNATE #2: ALL WORK RELATED TO THE ACF CLOUD INCLUDING ENCLOSING THE ENDS OF THE ACF. ADD ALTERNATE #5: REPLACE THE ROLLUP DOOR IN THE SOLIDS DISPOSAL ROOM ADD ALTERNATE #10: ARCHITECTURAL SCREEN ON TOP OF OUTSIDE WALL SOLIDS PROCESSING BUILDING ROOF DETAIL (a@ +XX.XX') 1/1"= 1'-0" NOTES: 1. SEE SHEET A-8 FOR STAIR DETAILS. 2. SEE SHEET A-9 FOR LADDER DETAIL. 3. SEE SHEET A-10 FOR CONSTRUCTION ACCESS DETAILS. CONC INFILL STUD INFILL Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED RD iENNIS W.STATE OF W 1 PLAN REVIEW COMMENTS 08 2021 MM scale: KpG Designed: EDMONDS WWTP CARBON RECOVERY Drawing: A-5 bhi4k Interdisciplinary Design 1/4" = 1'-0" Sheet: 34 Of 114 rW CONSULTANTS SEATTLE Tacoma Drawn: SOLIDS PROCESSING BUILDING PLAN One Inch At Full Scale AMERESCO 3131 EiiiottAve Wenatchee File:O BHC Consultants, LLC 206.505.3400 Suite400WA98121 Bellevue ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 fax If Not One Inch Green* Clean *Sustainable (fax) (206)2861640 v�rww.kpg.com Checked: Scale Accordingly No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com 9 Y rDat7April 2021 � O Y E ry U Cn of o � Q LO U CD E a 0 X o — co c>3 0 a O L � Q N O O m N Q 0 0 M � O di Q a LO i>3 � o O N X z Q U U LlX.I 0 I Q o un 0 0 L 0 0 X aj — E 0 M O � U O O L.L Cn Q �0 • 1. Q' 0 z a CD � o w 0 o N m X U — N = U ry al o L — o U o a N Y � 00 z ~I O o LO p o w N U X LLJ O E co � 0 Y IL � X FINISHED GRADE 22'-6" EX PILASTER - VERIFY LOCATION SOLIDS PROCESSING BUILDING r I I Ll-- - T E] ODOR CONTROL SYSTEM I I ODOR li WIM 1 rRVL J I J I "M SCREEN PLAN p SCALE: 3/16" = 1'-0" SCREEN ELEVATION SCALE: 3/16" = 1'-0" TUBE STEEL POSTS PER STRUCTURAL NEW SCREEN WALL - ALT #10 I lJ V V TLC -V FINISHED GR) 20'-011 ADD ALTERNATE #1: NEW OPENINGS AND DOORS AT HEADWORKS BUILDING: D01 AND D02 ADD ALTERNATE #2: ALL WORK RELATED TO THE ACF CLOUD INCLUDING ENCLOSING THE ENDS OF THE ACF. ADD ALTERNATE #5: REPLACE THE ROLLUP DOOR IN THE SOLIDS DISPOSAL ROOM ADD ALTERNATE #10: ARCHITECTURAL SCREEN ON TOP OF OUTSIDE WALL NOTES: SEE MECHANICAL SHEET M-2 FOR ODOR CONTROL SYSTEM MECHANICAL DETAIL. SCALE: 3/16" = 1'-0" -.ad E E E IL. M a E E E 2" x 4" HORIZONTAL TUBE STEEL HORIZONTAL METAL SIDING PANELS 2" x 2" TUBE STEEL VERTICALS 2" x 4" HORIZONTAL TUBE STEEL TUBE STEEL POSTS PER STRUCTURAL - EXISTING WALL •. SCREEN WALL SECTIO SCALE: 1 /2" = 1'-0" D DA J . ALT. #10 SCREEN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED AR CT ENNIS W. J . STATE OF WASHINGT bhir4k KPG Designed: 1/4" = 1'-0" Scale: EDMONDS WWTP CARBON RECOVERY Drawing: A-6 In Sheet: 35 of 114 EAisciplinaryDesign SCREENING PLAN ELEV & DETAIL CONSULTANTS SEA Tacoma Drawn. 3131 EiiiodAve Wenatchee One Inch At Full Scale AMERESCO BHC Consultants, LLC 206.505.3400 Suite 400 WA 98121 Bellevue R File: ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 fax (206)2861640 vww.kpg.com If Not One Inch Green • Clean Sustainable I No. Revision Date By Checked: Scale Accordingly App'd Seattle, Washington 98101 www.bhcconsultants.com Date: April 2021 1 R'_R" 1 91-n" SCALE: 1/4" = 1'-0" A-7 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED AR T 01 ENNIS W� J STATE OF WASHINGT 1 PLAN REVIEW COMMENTS 08 2021 MM Designed: DESIGNED ��� Scale: EDMONDS WWTP CARBON RECOVERY Drawing: A-7 bhc , 1/4"=V-0" / SOLIDS PROCESSING BUILDING SECTION sheet: 36 of 114 Interdisciplinary Design CONSULTANTS SEATTLE Tacoma Drawn: DRAWN AMERESCO 3131 Elliott Ave Wenatchee One Inch At Full Scale File: BHC Consultants, LLC 206.505.3400 Suitea,aoowss1z1 Bellevue R ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 fax If Not One Inch Green Clean Sustainable (fax) (206)2861640 www.kpg.com Checked: CHECKED ScaleAccordin I i No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com Accordingly Date: April 2021 EX WALLS & DOOR 1 \IPLAN REVIEW COMMENTS ISSUED FOR PERMIT No. Revision FLOOR PLAN AT LANDING STAIR #2 SCALE: 1/2" = 1'-0" 08-20211 MM 04-2021 M M Date By NEW DOC AND FRA A 4f All nInnA STAIR #4 PLAN SCALE: 1/2" = 1'-0" IFCWB'd STAIR #3 PLAN SCALE: 1/2" = 1'-0" I L 1 r\F—ML.JJ `W 11 "=1'-10" =X WALL iANDRAIL AT 34"-38" AFF 31UARDRAIL AT 42" AFF 3UARDRAIL RETURN -O FLOOR, TYP BS ��� Scale: C, Designed: DESIGNED SCALE-HORIZ Interdisciplinary Design CONSULTANTS SEATTLE Tacoma Drawn: DRAWN 3131 Elliott Ave Wenatchee One Inch At Full Scale AMERESCO BS BHC Consultants, LLC 206.505.3400 Suite 400 WA 98121 Bellevue 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) (206) 286 1640 vimApg.com If Not One Inch Green ,pp'd re e n •Clean * Sustainable Seattle, Washington 98101 www.bhcconsultants.com Checked: CHECKED Scale Accordingly 2 TREADS @ 01 All AIf'lr%A 1'—Cff PLAN SCALE: 1/2" = 1'-0" EDMONDS WWTP CARBON RECOVERY ENLARGED STAIR PLANS AND FRAME GUARDRAIL AT 42" AFF I HANDRAIL AT 34"-38" Ad IARDRAIL RETURN FLOOR Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED ARCHITECT DENNIS W. DEAN, JR. STATE OF WASHINGTON Drawing: A-8 Sheet: 37 of 114 File: Date: April2021 M L E to 0 Q U E rn 00 0 N O N O M 0) 7 N 0 a_ J I- 0 QI O ti LO O E M C H I C/) i� I j o ,LO )I o o X i — � U ry Q . 0 0 i Y j o I I� LO o 1 j o N X i E co c N ' LL a 00 1 \ I PLAN REVIEW COMMENTS No. 8/20/211 MM SS ANCHOR BOLT UTILIDOR ACCESS d° d ° n d ° c a ° 1%2" o TUBE 1%2" PIPE O ti L-BRACKETS BOLTED TO CONCRETE SLAB 7' It ° ° ° d a d a d ° ❑ A ° a a d FRP FIXED LADDER DETAIL SCALE: 1 1/2" = 1'-0" A-9 bhp. KPG Interdisciplinary Design CONSULTANTS SEATTLE Tacoma 3131 EiiiottAve Wenatchee BHC Consultants, LLC 206.505.3400 Suite 400 WA 98121 Bellevue ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) (206) 286 1640 ..kpg.com Revision Date By I App'd Seattle, Washington 98101 www.bhcconsultants.com SAFETY CAGE EX BASEMENT LEVEL Designed: DESIGNED Drawn: DRAWN Checked: CHECKED C-CHANNEL STRINGER BEYOND GRATE TREAD RISER PLATE ANGLE CONT. BETWEEN STRINGERS CONC FLOOR SLAB TYP FRP STAIR BOTTOM CONNECTION DETAIL SCALE: 3" = 1'-0" A-g STEEL TREAD %6 " S- n TYP STAIR SECTION DETAIL SCALE: 1" = 1'-0" �j A-g Scale: SCALE-HORIZ One Inch At Full Scale AMERESCO IfNot One Scale Accordingly Green • Clean * Sustainable EX FINI! FLOOR 1,/ n-2Y n VARIES uonmQoll AncT %2" o BOLT ASSEMBL' TYP GUARDRAIL POST TO FRP STRUCTURE CONNECTION DETAIL /� 1 SCALE: 3" = 1'-0" A-9 r- M r1 f- M A T T Ki-t- TYP FRP STAIK TOP CONNECTION AT NEW FRP LANDING TYP FRP STAIR TOP CONNECTION OSHA DETAIL SCALE: 1-1/2" = 1'-0" A-9 EDMONDS WWTP CARBON RECOVERY STAIR DETAILS ER ZING IV OSING Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 Drawing: A-9 Sheet: 38 of 114 File: Date: April2021 L E L 0 Q U E 00 R N O N O M O 7 Q a� i>3 0 a_ to J F- — 0 U) ' J O F— � Q Q of LO o LO r-- O L 0 0 N N X E — M = a ry iL Q QI Q� z a (D Y w F- r) 1 o N � ,LO m o U� � O X o_ — F- a �I o d O L N Fl— u) X o w z I O LO p o w C/) o F— N U LLJ O E rr co a � X bhp. EX WALL �� VERIFY DIM AT SITE NG ON METAL EL BEAM VERT SECTION AT CONSTRUCTION ACCESS DETAIL SCALE: 3/4" = 1'-0" - KPG Interdisciplinary Design CONSULTANTS SEATTLE Tacoma 3131 Elliott Ave Wenatchee ISSUED FOR PERMIT 04-2021 MM gS BHC Consultants, LLC 206.505.3400 Suite 400 WA 98121 Bellevue 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) (206) 286 1640 www.kpg.com No. 1 Revision I Date By I App'd 11 Seattle, Washington 98101 www.bhcconsultants.com OVERHEAD COILING DOOR HEAD DETAIL cr,oi P:. i-li?,, = 1,-n„ OVERHEAD COILING DOOR JAMB DETAIL SCALE: 3" = 1'-0" IG DOOR FLOOR OVERHEAD COILING DOOR THRESHOLD DETAIL SCALE: 3" = 1'-0" EX CONCRETE WALL COILING DOOR HOUSING COILING DOOR EX CONCRETE WALL COILING DOOR FRAME COILING DOOR Scale: Designed: DESIGNED SCALE-HORIZ Drawn: DRAWN One Inch At Full Scale AMERESCO IfNot One Checked: CHECKED Scale Accordingly Green • Clean * Sustainable EXISTING CONCRETE WALL BACKER ROD & SEALANT, EA SIDE DOOR FRAME DOOR HEAD DETAIL SCALE: 3" = 1'-0" EXISTING CONCRETE WALL DOOR FRAME BACKER ROD & SEALANT, EACH SIDE DOOR JAMB DETAIL SCALE: 3" = 1'-0" DOOR FRAME THRESHOLD IN A BED OF SEALANT EXISTING FLOOR DOOR THRESHOLD DETAIL SCALE: 3" = 1'-0" EDMONDS WWTP CARBON RECOVERY DOOR DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED RQMWT ENNIS W. J STATE OF WASHNGT Drawing: A-10 Sheet: 39 of 114 File: Date: April2021 GENERAL STRUCTURAL NOTES a) 0 0 0 Q U E m 00 M N 00 0 N O N M 0 ti o - � L o m N m n E 0 m E m- Cry iL 0 A. GENERAL 1. SCOPE THE GENERAL STRUCTURAL NOTES AND TYPICAL STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS OR MODIFICATIONS TO THE CONTRARY. THE CONTRACTOR SHALL DETERMINE WHICH TYPICAL DETAIL IS MOST APPROPRIATE FOR THE CONSTRUCTION CONDITION. 2. APPLICABLE SPECIFICATIONS AND CODES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE AND OTHER REFERENCED STANDARDS INDICATED IN THE CONTRACT DOCUMENTS. THE PROVISIONS OF THE BUILDING CODE SHALL SUPERSEDE THE PLANS AND SPECIFICATIONS EXCEPT WHERE THE PLANS AND SPECIFICATIONS ARE MORE RESTRICTIVE. 3. DIMENSIONS REFER TO CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS FOR SLEEVES, DUCTS, PIPING, CONDUITS, ETC., NOT SHOWN. ALL OPENINGS IN STRUCTURAL MEMBERS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. SUBMIT DRAWINGS THAT SHOW ACTUAL SIZE AND LOCATION OF PENETRATIONS. COORDINATE ALL DIMENSIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 4. PROVISIONS FOR EQUIPMENT MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, PIPE SLEEVES AND, PENETRATIONS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT REQUIRED AND OR SPECIFIED BY OTHER CONSTRUCTION DOCUMENTS OR VENDOR SUPPLIED EQUIPMENT DRAWINGS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR PRIOR TO CASTING CONCRETE. 5. MECHANICAL/ELECTRICAL/PLUMBING SYSTEM SUPPORTS THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL MECHANICAL, ELECTRICAL, AND PLUMBING/FIRE-PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND CONCENTRICALLY THE SUPPORT AND HANGING LOADS FROM ALL BUILDING SYSTEMS. SEE SPECIFICATIONS FOR LOADING. 6. EXISTING STRUCTURE EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND OPENINGS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. TEMPORARY SHORING AND BRACING WILL BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON WHO SHALL INVESTIGATE WHERE THIS TEMPORARY SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. 7. EMBEDDED ELECTRICAL CONDUIT ELECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE PLASTIC CONDUIT. ALUMINUM CONDUIT IS PROHIBITED. FOR CONDUIT PLACED IN ELEVATED CONCRETE SLABS, THE CONDUIT SHALL HAVE A MAXIMUM OUTSIDE DIAMETER OF 1/6 TIMES THE SLAB THICKNESS AND SHALL BE EMBEDDED WITHIN THE MIDDLE THIRD OF THE SLAB DEPTH. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE TIMES THE CONDUIT DIAMETER. FOR CONDUIT PLACED IN SLABS ON STEEL DECKING, CONDUIT SHALL ONLY RUN IN THE STEEL DECK FLUTES PER THE TYPICAL CONDUIT IN SLAB ON STEEL DECK DETAIL. CONDUIT SHALL NOT BE PLACED ABOVE DECK FLUTES IN EITHER DIRECTION. THIS CONDUIT SHALL ROUTE UNDER THE SLAB ON METAL DECK OR AN ALTERNATIVE LOCATION WHICH SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ENGINEER AND OTHER TRADES. Al RESPONSE TO BUILDING DEPARTMENT COMMENTS 08-2021 KED GRM ISSUED FOR PERMIT 04-2021 GRM RAID No. Revision Date By App'd 8. CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR SELF WEIGHT AND OPERATIONAL LOADS ON THE COMPLETED STRUCTURES ONLY. UNTIL THE STRUCTURES ARE COMPLETE, INCOMPLETE STRUCTURAL ELEMENTS SHALL NOT BE ASSUMED TO BE CAPABLE OF SUPPORTING CONSTRUCTION PHASE LOADING. THE CONTRACTOR SHALL DETERMINE WHERE AND WHEN ADDITIONAL BRACING SHALL BE NEEDED UNTIL THE STRUCTURE HAS REACHED SUFFICIENT DESIGN STRENGTH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ANY NECESSARY BRACING. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DESIGN OF ALL FORM WORK, SCAFFOLDING, RIGGING AND TEMPORARY BRACING OF LIFTING DEVICES OR FITTINGS, INCLUDING TEMPORARY WELDMENTS. B. STRUCTURAL DESIGN DATA 1. GENERAL a. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AND CITY OF EDMONDS AMENDMENTS AND BY REFERENCE ASCE 7-10 "MINIMUM DESIGN LOADS FOR AND BUILDINGS AND OTHER STRUCTURES." b. RISK CATEGORY: III c. LOCATION: 47.808,-122.382, APPROXIMATE ELEVATION 20 FT. 2. DESIGN LOADS: a. DEAD LOAD SUPERIMPOSED DEAD LOADS: • COLLATERAL DEAD LOAD OF 10 PSF FOR MISCELLANEOUS MECHANICAL/ELECTRICAL EQUIPMENT. b. LIVE LOADS 1 ROOF 25 PSF (MIN) SOLIDS BUILDING SHOP FLOOR 125 PSF c. SNOW LOAD GROUND SNOW LOAD PG: 25 PSF SNOW EXPOSURE FACTOR CE: 1.0 SNOW LOAD IMPORTANCE FACTOR: IS = 1.1 THERMAL FACTOR: CT = 1.1 FLAT -ROOF SNOW LOAD PF: 22 PSF SLOPE ROOF 22 PSF SNOW LOAD PS 22 PSF d. WIND DESIGN DATA BASIC WIND SPEED (3 SECOND GUST): 110 MPH WIND EXPOSURE: C ALL DIRECTIONS e. EARTHQUAKE DESIGN DATA SEISMIC IMPORTANCE FACTOR: IE = 1.25 MAPPED SPECTRAL ACCELERATIONS: Ss = 1.285, S1 = 0.452 SITE CLASS: 1 SPECTRAL RESPONSE COEFFICIENTS: (SDS 1.028, SD1 = 0.557 SEISMIC DESIGN CATEGORY: BASIC FORCE RESISTING SYSTEM: v v v v v v v v v v v v v 1 EXISTING BUILDING LATERAL SYSTEM WILL BE UTILIZED EXISTING ORDINARY SHEAR WALL (BEARING WALL SYSTEM)) RESPONSE MODIFICATION COEFFICIENT: R = 4 (ASSUMED) Cs = 0.321 V = 0.321 W LOAD PATH FOR LATERAL FORCES: LATERAL FORCES ARE CARRIED BY THE FLOOR C. FOUNDATIONS THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING DESIGN REPORT. REFER TO THIS REPORT FOR ALL GEOTECHNICAL REQUIREMENTS AND ANTICIPATED CONDITIONS BELOW GRADE. 1. SOIL BEARING PRESSURES SPREAD FOOTINGS AND RETAINING WALLS: SOIL BEARING PRESSURE = 3000 PSF. UNLESS OTHERWISE NOTED. ALLOW ONE THIRD INCREASE FOR SHORT TERM LOADING. ALL FOOTINGS SHALL BEAR ON SUITABLE UNDISTURBED SOIL AND AND/OR PREPARED BASE MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER. WHERE SUITABLE UNDISTURBED SOILS ARE NOT FOUND AT THE SPECIFIED FOOTING ELEVATION, OVER -EXCAVATE TO THE DEPTHS REQUIRED BY THE GEOTECHNICAL ENGINEER AND REPLACE MATERIALS WITH STRUCTURAL FILL, LEAN CONCRETE, OR PROVIDE OTHER PREPARATION AS DIRECTED BY THE GEOTECHNICAL ENGINEER TO ACHIEVE THE REQUIRED BEARING CAPACITY. 2. LATERAL SOIL PRESSURES THE DESIGN PRESSURES FOR SUBGRADE WALLS ARE BASED ON AN "UNDRAINED" CONDITION EXCEPT AS NOTED. SEE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS AT SUBGRADE WALLS. SUBGRADE WALLS AND SUPPORTING SLABS SHALL HAVE ATTAINED THEIR FULL CONCRETE STRENGTH BEFORE PLACING ANY BACKFILL. THE CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY BRACES FOR WALLS IF BACKFILL IS PLACED BEFORE WALLS AND SLABS ACHIEVE FULL CONCRETE STRENGTH. 3. LATERAL PRESSURE ASSUMPTIONS EQUIVALENT FLUID DENSITY OF 35 PCF PLUS UNIFORM 6H PRESSURE FOR SEISMIC 4. ADDITIONAL SOILS INFORMATION MAXIMUM GROUND WATER ELEVATION: GROUND LEVEL SLIDING FRICTION COEFFICIENT: 0.35 TRAFFIC SURCHARGE: 0.28 X TRAFFIC LOAD (ASSUME 250PSF) SUBGRADE MODULUS: FROST DEPTH: 12 INCHES D. FOUNDATION PREPARATION FOUNDATIONS, UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT, SHALL BEAR ON UNDISTURBED, DENSE ALLUVIAL SOIL. IF UNDISTURBED, DENSE ALLUVIAL SOIL IS NOT FOUND AT THE BOTTOM OF THE FOOTING ELEVATION. WEAK MATERIAL SHALL BE REMOVED AND REPLACED WITH COMPACTED BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE GRADED CRUSHED OR NATURAL ROCK BASE COURSE BENEATH CONCRETE SLABS OR FOOTINGS WHERE INDICATED. BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY USING ASTM D1557. E. CONCRETE 1. SPECIFICATION SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR MIX DESIGNS, FORMING, REINFORCEMENT, PLACING, CURING, AND FINISHING. 2. MATERIAL ASSUMPTIONS A. CAST -IN -PLACE CONCRETE MAX AIR LOCATION f'c MIN (PSI) MAX W/C AGGREGATE CONTENT RATIO SIZE PERCENT ALL STRUCTURAL 4,500 0.45 3/4" AT SLABS 4.5 1" OTHERWISE CONCRETE MISC CONCRETE, 3,000 0.50 1" 4.5 SIDEWALKS GENERAL USE -CONCRETE STRENGTHS TESTED AT 28 DAYS AND ROOF DIAPHRAGMS, WHERE PRESENT, TO THE SHEAR WALLS, BRACED FRAMES, B. REINFORCING STEEL ETC. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE UNLESS NOTED, REINFORCING STEEL SHALL BE ASTM A615 DEFORMED BARS, GRADE FOUNDATION BY THE SHEAR WALLS, BRACED FRAMES, MOMENT FRAMES, ETC, IN 60. WELDED WIRE FABRIC SHALL BE ASTM A185 SMOOTH WIRE - fy = 60 KSI MINIMUM. PROPORTION TO THEIR STIFFNESS. BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 onc 206.505.3400 206.505.3406 (fax) C O N S U LTA N T S www.bhcconsultants.com Designed: K. Dahl, S.E., P.E. Drawn: M. Caldwell Checked: G. Mockos, P.E. Scale: N/A 1. BAR SPLICES SPLICES OF REINFORCING STEEL BARS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE AND SHALL BE CLASS B, UNLESS OTHERWISE NOTED. THE LENGTH OF LAP SPLICE OF BARS OF DIFFERENT DIAMETER SHALL BE BASED ON THE SMALLER DIAMETER. 2. STANDARD HOOKS BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE. One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO4; Green •Clean •Sustainable � 3. MINIMUM CONCRETE COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE SHALL BE AS FOLLOWS: CONCRETE COVER SCHEDULE CONCRETE ELEMENT MIN COVER UNLESS NOTED OTHERWISE (INCHES) SLAB TOP AND BOTTOM #11 BARS AND SMALLER 3/4 #14 AND #18 BARS 1 1/2 BEAMS & COLUMNS, FORMED FOR DRY CONDITIONS STIRRUPS, SPIRALS AND TIES 1 1/2 PRINCIPAL REINFORCEMENT 2 EXPOSED TO EARTH, WATER SEWAGE OR WEATHER STIRRUPS, SPIRALS AND TIES 2 PRINCIPAL REINFORCEMENT 2 1/2 WALLS FOR DRY CONDITIONS #11 BARS AND SMALLER 3/4 #14 AND #18 BARS 1 1/2 FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, WEATHER, OR IN CONTACT WITH GROUND 2 FOOTINGS AND BASE SLABS AT FORMED SURFACES AND BOTTOMS BEARING ON CONCRETE WORK MAT, 2 A UNIFORMED SURFACES AND BOTTOMS IN CONTACT WITH EARTH 3 TOP OF FOOTINGS SAME AS SLAB C. WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT (WWR) SHALL BE ELECTRICALLY WELDED AND CONFORM TO ASTM A185. LAP EDGES AND ENDS OF FABRIC A MINIMUM OF ONE MESH SPACING PLUS 2 INCHES, BUT NOT LESS THAN 6 INCHES. WELDED WIRE REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE. D. EXPANSION ANCHORS ACCEPTABLE MECHANICAL ANCHORS SHALL BE AS FOLLOWS: HILTI "KWIK BOLT TZ" CARBON AND STAINLESS STEEL EXPANSION ANCHOR (ICC-ES ESR-1917), SIMPSON STRONG -TIE "STRONG -BOLT" WEDGE ANCHOR (ICC-ES ESR-1771), OR APPROVED ALTERNATIVE WITH A CURRENT ICC-ES REPORT INDICATING THAT THE ANCHOR IS PERMITTED FOR RESISTING SEISMIC LOADS IN CRACKED CONCRETE. UNLESS NOTED OTHERWISE ON THE DRAWINGS, MINIMUM EFFECTIVE ANCHOR EMBEDMENT DEPTH SHALL BE 6.5 ANCHOR DIAMETERS, MINIMUM DISTANCE TO THE NEAREST CONCRETE EDGE SHALL BE 12 ANCHOR DIAMETERS, AND MINIMUM ANCHOR SPACING SHALL BE 8 ANCHOR DIAMETERS. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE WAS G' .6 23044 "KA L SSIONAL EDMONDS WWTP CARBON RECOVERY Drawing: S-1 STRUCTURAL GENERAL NOTES Sheet: 40 of 114 1 Of 2 File: P20-10570_S-1 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED GENERAL STRUCTURAL NOTES 0 O U) a) Z) 0 Q U E co 00 M N 00 0 N 0 N N Q co 0 0- I 0 rl- LO O L o � N o_ E b E ( — a� ry LL a) N � U 0)o 0 0 o ry � o U o_ .E �I of o LOLO o o o a X � m O ~ E of -0 r-- Lu LO O 0 U � � o m X Q m M c U 0 U 4-- A X EXPANSION ANCHORS (CONT.) 3. STEEL STANDARDS 5. BOLTS J. FIBERGLASS ITEMS STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR LOCATIONS AND ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP BOLTS IN BUILDING FRAMING CONSTRUCTION SHALL BE ASTM A325 BOLTS. WHERE SPECIFICALLY INDICATED ON THE DRAWINGS. NO STEEL REINFORCEMENT DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ENGINEER BEFORE UNLESS OTHERWISE NOTED ALL BOLTS SHALL BE INSTALLED, TIGHTENED, 1. ALL FIBERGLASS REINFORCED PLASTIC PRODUCTS SHALL BE SUPPLIED BY SHALL BE CUT TO INSTALL ANCHORS. DEFECTIVE OR ABANDONED HOLES SHALL BE COMMENCING FABRICATION. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS AND INSPECTED IN ACCORDANCE WITH THE RCSC. BOLTS IN CONNECTIONS FIBERGRATE COMPOSITE STRUCTURES; DALLAS TEXAS, OR APPROVED EQUAL. FILLED WITH NON -SHRINK GROUT OR AN INJECTABLE ADHESIVE MATCHING THE EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. DIMENSIONAL OF BEAM- TO-BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS SPECIFICALLY ADJACENT CONCRETE COMPRESSIVE STRENGTH. NOTIFY THE STRUCTURAL TOLERANCE FOR BUILT-UP MEMBERS SHALL BE PER AWS D1.1. CALLED OUT AS SLIP CRITICAL (SC). ALL OTHER BOLTED CONNECTIONS SHALL ENGINEER OF DEFECTIVE OR ABANDONED HOLES IN WALLS AND COLUMNS. THESE HOT -ROLLED SHAPES THAT ARE PART OF THE SEISMIC LOAD -RESISTING SYSTEM SATISFY THE CRITERIA FOR SLIP -CRITICAL CONNECTIONS UNLESS NOTED 2. FIBERGLASS GRATING SHALL BE FIBERGRATE MOLDED OR APPROVED EQUAL. SEE BELOW FOR GRATING DESCRIPTION: ELEMENTS MAY REQUIRE NON -SHRINK GROUT WITH A COMPRESSIVE MODULUS OF WITH FLANGES OF 1 1/2 INCHES AND THICKER SHALL HAVE A MINIMUM CHARPY OTHERWISE AS SNUG- TIGHT. SLIP -CRITICAL CONNECTIONS SHALL USE LOAD ELASTICITY MATCHING THAT OF THE ADJACENT CONCRETE. V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 70 DEGREES FAHRENHEIT TESTING IN INDICATOR WASHERS OR TENSION CONTROL BOLTS. THE ALTERNATE CORE LOCATIONS AS DESCRIBED IN ASTM A6 SUPPLEMENTARY OPEN GRATING: 1 1/2" DEEP, 1-1/2" X 1-1/2" MESH WITH NON SLIP SURFACE E. EPDXY ADHESIVE REQUIREMENT S30. PLATES OF 2 INCHES AND THICKER SHALL HAVE A MINIMUM ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. ACCEPTABLE EXPDXY ADHESIVE SHALL BE AS FALLOW& CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 70 DEGREES FAHRENHEIT BOLTS FOR OTHER THAN BUILDING FRAMING CONSTRUCTION SHALL BE 3. FIBERGLASS RAILING AND FITTINGS SHALL BE DYNARAIL, POST AND RAIL SYSTEMS HILTI HIT HY-200 (ESR-3187) UNLESS NOTED OTHERWISE MEASURED AT ANY LOCATION PERMITTED BY ASTM A673. STAINLESS STEEL CONFORMING TO F593 GROUP 2 CONDITION AF OR CW WITH OR APPROVED EQUAL. THE SEISMIC LOAD -RESISTING SYSTEM INCLUDES ALL STRUCTURAL STEEL FRAMING NUTS AND WASHERS OF MATCHING MATERIAL CONFORMING TO ASTM F594. 3. COORDINATION ITEMS MEMBERS CALLED OUT IN ELEVATIONS AND MEMBERS CALLED OUT IN PLAN AS 4. FIBERGLASS I -BEAMS, ANGLES AND SHAPES SHALL BE DYNAFORM OR APPROVED A. SLOPING SLABS SUCH. ALL ASTM A307 BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER EQUAL. MONOLITHIC SLABS WITH TOPS THAT ARE SLOPED SHALL HAVE BOTTOMS SLOPED STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS AT THE NUTS OR SELF-LOCKING NUTS. ALL BOLT HOLES SHALL BE STANDARD SIZE THE SAME AMOUNT, MAINTAINING A UNIFORM SLAB THICKNESS, UNLESS OTHERWISE MAXIMUM DECK SPAN LOCATION UNLESS NOTED OTHERWISE. MINIMUM UNLESS NOTED OTHERWISE. K. DEFERRED STRUCTURAL SUBMITTALS NOTED. CONNECTIONS SHALL BE A TWO -BOLT CONNECTION USING 7/8-INCH-DIAMETER A325 BOLTS IN SINGLE SHEAR. ALL HIGH -STRENGTH BOLTS SHALL BE INSTALLED, 6. ANCHOR RODS TIGHTENED, AND INSPECTED IN ACCORDANCE WITH THE RCSC. BOLTS IN ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 2A THREADS, SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR -DESIGNED COMPONENTS B. CHAMFERS CONNECTIONS OF BEAM- TO-BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS UNLESS NOTED OTHERWISE. FURNISH ANCHOR RODS PREFABRICATED WITH PER STRUCTURAL DOCUMENTS. THE ELEMENTS OF DESIGN ARE DEFERRED EXCEPT AS OTHERWISE NOTED, EXPOSED CONCRETE CORNERS AND EDGES SHALL SPECIFICALLY CALLED OUT AS SLIP CRITICAL (SC). ALL OTHER BOLTED MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. CONNECTIONS SHALL SATISFY THE CRITERIA FOR SLIP -CRITICAL CONNECTIONS CONCRETE. FURNISH HARDENED PLATE WASHERS, LOCK WASHERS, AND BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE UNLESS NOTED OTHERWISE AS SNUG- TIGHT. WHERE CONNECTIONS ARE NOTED AS MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR C. CONSTRUCTION JOINTS SNUG -TIGHT, THE CONTRACTOR MAY INSTALL PER THE CRITERIA FOR SNUG -TIGHT ANCHOR RODS. HOOKED ANCHOR RODS SHALL NOT BE USED EXCEPT WHERE APPROVAL. ENGINEER APPROVAL IS REQUIRED FOR ANY CONSTRUCTION JOINTS NOT SHOWN ON BOLTS. SLIP -CRITICAL CONNECTIONS SHALL USE LOAD INDICATOR WASHERS OR NOTED. ANCHOR RODS SHALL HAVE SUFFICIENT LENGTH TO PROVIDE THE THE DRAWINGS. CONSTRUCTION JOINTS SHALL BE DETAILED AS SHOWN ON THE TENSION CONTROL BOLTS. ALL ASTM A307 BOLTS SHALL BE PROVIDED WITH LOCK MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, MEASURED FROM THE DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO T HE DRAWINGS. WASHERS UNDER NUTS OR SELF-LOCKING NUTS. ALL BOLT HOLES SHALL BE FACE OF THE CONCRETE TO THE NEAR FACE OF THE DOUBLE NUT, WITH ENGINEER, WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE TO THE STANDARD SIZE UNLESS NOTED OTHERWISE. ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE BASE PLATE WITH FULL DESIGN OF THE BUILDING. THE ENGINEER SHALL SUBMIT THESE REVIEWED D. SLEEVES THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, THREAD PROJECTION FOR NUT INSTALLATION. ANCHOR ROD INSTALLATION ION THAT THE SUBMITTAL HAS DEFERRED SUBMITTAL DOCUMENTS WITH A NOTATION EXCEPT AS DETAILED ON STRUCTURAL DRAWINGS, NO CONCRETE FOOTINGS, BEAMS, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AID. SHALL BE COORDINATED WITH REINFORCING AND FORMWORK. NO HEATING BEEN REVIEWED FOR GENERAL CONFORMANCE THE BUILDING DESIGN. THE DEFERRED SUBMITTAL ITEMS WILL NOT BE INSTALLED UNTIL THE DEFERRED OR GIRDERS SHALL BE SLEEVED FOR PIPING OR DUCTS, UNLESS APPROVED BY THE OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE CITY OFFICIALS. ENGINEER. 4. STRUCTURAL STEEL WELDING MATERIAL SHALL NOT BE ENLARGED BY BURNING. STRUCTURAL STEEL SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS/WABO (WASHINGTON ASSOCIATION THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED F. NON -SHRINK GROUT OF BUILDING OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. I. STEEL DECK STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE ARCHITECTURAL, WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED GROUT FOR BASE PLATES, EQUIPMENT ANCHORAGE AND GENERAL PURPOSES TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE THE STEEL DECK SHALL BE OF DEPTH SHOWN ON THE STRUCTURAL DRAWINGS. SUBMITTAL COMPONENTS. SHALL BE APPROVED, NON -SHRINK CEMENTITIOUS GROUT CONTAINING NATURAL SHALL BE 3/16 INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN GAGE OF DECK SHALL BE DETERMINED BY THE CONTRACTOR BASED ON THE AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED INDICATED ON THE DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS SPAN CONDITIONS, SHORING REQUIREMENTS, CONSTRUCTION LOADS, DEFER ED ST U TU A SU MITT C MPON NTS: CONTAINERS REQUIRING ONLY THE ADDITION OF WATER, ASTM C1107 TYPE B OR C. D1.1 SHALL BE USED. WHERE NO FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE DEFLECTION REQUIREMENTS, AND THE SUPERIMPOSED LOADS SHOWN ON THE HANGERS, ANCHORS AND SEISMIC BRACING FOR MECHANICAL AND 1 CONTRACTOR'S RESPONSIBILITY TO COORDINATE DRAWINGS, LOAD DIAGRAMS, AND NOTES. MINIMUM GAGE IS 20. MAXIMUM DEAD ELECTRICAL EQUIPMENT AND DISTRIBUTION G. WELDED HEADED STUDS THE USE OF SHOP AND FIELD WELDS. ALL PARTIAL JOINT PENETRATION GROOVE LOAD DEFLECTION [UNDER THE WEIGHT OF WET CONCRETE INCLUDING ANY FRP FRAMING AND GRATING AS SPECIFIED IN DRAWINGS WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. ADDITIONAL THICKNESS FOR LEVEL CONCRETE PLACEMENT OVER THE FLOOR] IS ALL WELDED HEADED STUDS SHALL BE 3/4 INCH IN DIAMETER UNLESS NOTED ALL WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM 1/2 INCH OR L/240. WRITTEN VERIFICATION OF CONFORMANCE FOR ALL L. STRUCTURAL OBSERVATIONS OTHERWISE. ACCEPTABLE TYPES SHALL BE "TRU-WELD" (ICC-ES ER-3741) OR TENSILE STRENGTH PER AWS D1.1 (MINIMUM 70 KSI) FOR CARBON STEEL AND PER CONDITIONS IN THE STRUCTURE SHALL BE SUBMITTED FOR ACCEPTANCE PRIOR "NELSON" (ICC-ES ER-2614). STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP AWS D1.6 FOR STAINLESS STEEL. LOW HYDROGEN SMAW ELECTRODES SHALL BE TO FABRICATION. THE CAPACITIES OF THE DECK SHALL BE BASED ON CURRENT OR FIELD WITH EQUIPMENT RECOMMENDED BY MANUFACTURER OF STUDS. STEEL USED WITHIN 4 HOURS OF OPENING THEIR HERMETICALLY SEALED CONTAINERS, OR ICC-ES REPORTS. SHOP DRAWINGS SHALL BE SUBMITTED SHOWING DECK GAGE, THE ENGINEER OR RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STUD MATERIAL, WELDING, AND INSPECTION SHALL BE IN ACCORDANCE WITH AWS SHALL BE REBAKED PER AWS D1.1, SECTION 4.5. ELECTRODES SHALL BE REBAKED LAYOUT, FASTENING, STUD LAYOUT, AND CLOSURES. IF ANY SHORING IS TO BE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS D1.1. NO MORE THAN ONE TIME, AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE USED, IT SHALL BE APPROVED BY THE GENERAL CONTRACTOR AND SHALL BE AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE USED. SHOWN ON THE SHOP DRAWINGS. UNITS SHALL SPAN OVER FOUR SUPPORTS, COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE FRAMING DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED H. STEEL ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING NOT PERMIT. THE AISI SPECIFICATIONS SHALL GOVERN THE DESIGN OF ALL DECK BY IBC SECTIONS 109, 1704 OR OTHER SECTIONS OF THE INTERNATIONAL PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 OR AWS ALL WELDING UNITS. STEEL DECK AND ALL OF ITS FLASHINGS SHALL CONFORM TO ASTM A653. BUILDING CODE. STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE 1. CODE AND SPECIFICATIONS PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER'S THE STEEL SHALL HAVE RECEIVED, BEFORE BEING FORMED, A METAL OWNER, ARCHITECT, CONTRACTOR, AND BUILDING OFFICIAL AT THE SIGNIFICAT STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS\ RECOMMENDATIONS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A653-G60. ALL WELDING CONSTRUCTION STAGES. AS CONTAINED IN THE 14TH EDITION OF THE AISC MANUAL OF STEEL ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS SHALL BE IN ACCORDANCE WITH AWS D1.3. CONSTRUCTION. AND THE SPECIAL INSPECTOR. CONCRETE BONDING -TYPE UNITS SHALL BE FORMED WITH DEFORMATIONS TO M. SPECIAL INSPECTION 1 ALL COMPLETE JOINT PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED PROVIDE AN INTERLOCK BETWEEN THE CONCRETE AND STEEL. UNLESS SHOWN 2. MATERIAL UPON COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO OTHERWISE, UNITS SHALL BE FASTENED TO THE STEEL SUPPORTS AT THE ENDS IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 1705 OF THE 2018 ALL CARBON STEEL SHALL CONFORM TO THE FOLLOWING: 1/4 INCH THICK SHALL BE MAGNETIC PARTICLE TESTED. REDUCTION IN TESTING MAY OF THE UNITS AND AT INTERMEDIATE SUPPORTS AT 12 INCHES ON CENTER WITH IBC, SPECIAL INSPECTION SHALL BE PROVIDED BY THE OWNER, ENGINEER, OR W-SHAPES ASTM A992, FY=50 KSI ASTM A913, FY=50 KSI BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE 3/4-INCH-DIAMETER PUDDLE WELDS; WHERE TWO UNITS ABUT, EACH UNIT SHALL BE SO FASTENED TO THE STEEL SUPPORTS. THE SIDE LAPS OF ADJACENT UNITS 1 THEIR DESIGNEE AS FOLLOWS: ALL ANGLES AND CHANNELS ASTM A36, FY=36 KSI UNLESS NOTED OTHERWISE ENGINEER. SHALL BE FASTENED BETWEEN SUPPORTS BY 1 1/2-INCH TOP SEAM WELDS AT SQUARE OR RECTANGULAR ASTM A500, GRADE B, STRUCTURAL TUBE (HSS) FY=46 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND 2'-0" ON CENTER OR BUTTON PUNCHED AT 2'-0" ON CENTER. DECK UNITS SHALL 1. FIBERGLASS FRAMING CONSTRUCTION: PROVIDE PERIODIC INSPECTION OF KSI WELDING PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TO: REQUIRED ROOT BE FASTENED TO THE STEEL SUPPORTS AT THE SIDE BOUNDARIES BY FRAMING LAYOUT AND CONNECTIONS. OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, 3/4-INCH-DIAMETER PUDDLE WELDS AT 1'-0" ON CENTER. 3/4-INCH-DIAMETER STEEL PIPE DIAMETER LESS THAN OR EQUAL TO 12 INCHES ASTM A53, TYPE E OR S, SURFACE ROUGHNESS VALUES, AND TAPERS AND TRANSITIONS OF UNEQUAL SHEAR STUDS WELDED THROUGH DECK MAY BE USED IN PLACE OF 3/4-INCH- FY=35 KSI PARTS. DIAMETER PUDDLE WELDS. DESIGN AND PROVIDE FLASHING AND CLOSURE STEEL PLATE USED FOR BRACED FRAME CONNECTIONS ASTM A572, FY = 50 KSI DEMAND -CRITICAL WELDS ARE LOCATED AS SHOWN IN THE DRAWINGS AND AT A PLATES AT WALL ENDS OF ALL UNITS, AROUND COLUMNS, AND AT ALL MATERIAL CALLED OUT ON ASTM A36, FY=36 KSI PLANS AS (A36) MINIMUM SHALL BE USED FOR THE FOLLOWING CONNECTIONS: PERIMETER LOCATIONS REQUIRING CLOSURE. COORDINATE ALL CLOSURES ALL OTHER STEEL UNLESS ASTM A572, FY=50 KSI NOTED OTHERWISE ASTM A588, WITH ELEVATOR, STAIR, ESCALATOR AND OTHER ARCHITECTURAL DETAILS. THE FY=50 KSI 1. COMPLETE JOINT PENETRATION WELDS AT COLUMN SPLICES AT BRACED FRAMES. DECK INSTALLATION, WHEN COMPLETE, SHALL BE READY TO RECEIVE Call 48 Hours CONCRETE. Before You Dig ALL STAINLESS STEEL SHALL CONFORM TO THE FOLLOWING: 2. COMPLETE JOINT PENETRATION WELDS AT COLUMN BASE PLATES AT BRACED STEEL DECK TYPES SHALL BE VERCO TYPE W, ASC TYPE W, OR APPROVED PLATE, TEES, AND CHANNELS, ASTM A276 FRAMES. EQUAL. 1-800-424-5555 WIDE FLANGE SHAPES, ASTM 1069 UNDERGROUND SERVICE 3. COMPLETE JOINT PENETRATION WELDS AT BEAM FLANGES, SHEAR PLATES, AND BEAM WEBS TO COLUMN FLANGES FOR SPECIAL MOMENT FRAMES. Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. Revision BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(AO Seattle, Washington 98101 08-2021 KED GRM 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By I App'd Designed: K. Dahl, S.E., P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: N/A One Inch at Full Scale 1' --i If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4 0 w ti °F wAsHl� q� 23044 AL SSIONAL EDMONDS WWTP CARBON RECOVERY Drawing: S-2 STRUCTURAL GENERAL NOTES sheet: 41 of 114 2 OF 2 File: P20-10570_S-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a) 0 0 L Q U E m N 66 0 N O N r_ N 0) Q iv 0 M UI 0 ti 0 N (a n E N (0 E m- C ry CD LL 0 0 0 U 0 Y E 0 0 0 N X MR 1705.2.1 REQUIRED VERIFICATION AND INSPECTIOI VERIFICATION AND INSPECTION FREQUENCY 1. MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE. PERIODIC 2. INSPECTION OF HIGH -STRENGTH BOLTING: PERIODIC 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC B. MANUFACTURERS CERTIFIED MILL TEST REPORT 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFACTION IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. PERIODIC 5. INSPECTION OF WELDING: A COMPLETE AND PARTIAL PENETRATION GROOVE WELDS CONTINUOUS B. SINGLE -PASS FILLET WELDS > 5/16" CONTINUOUS C. SINGLE -PASS FILLET WELDS < 5/16" PERIODIC 6. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC B. MANUFACTURER'S CERTIFIED TEST REPORTS. PERIODIC 7. FLOOR AND ROOF DECK WELDS OR SCREWS. PERIODIC Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. I Revision 08-2021 KED I GRM 04-2021 GRM RAD Date By App'd bhc CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS REFERENCE VERIFICATION AND INSPECTION TASK FREQUENCY IBC REFERENE STANDARD 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO GEOTECHNICAL ACHIEVE THE DESIGN BEARING PERIODIC ENGINEER OBSERVATION CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED GEOTECHNICAL TO PROPER DEPTH AND HAVE ENGINEER REACHED PROPER MATERIAL. PERIODIC OBSERVATION 3. PERFORM CLASSIFICATION AND MODIFIED PROCTOR TESTING OF COMPACTED FILL PERIODIC MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, GEOTECHNICAL DENSITIES AND LIFT THICKNESS PERIODIC ENGINEER DURING PLACEMENT AND OBSERVATION COMPACTION OF COMPACTED FILL. 5. PRIOR TO REPLACEMENT OF GEOTECHNICAL COMPACTED FILL, OBSERVE PERIODIC ENGINEER SUBGRADE AND VERIFY THAT SITE OBSERVATION HAS BEEN PREPARED PROPERLY. Designed: K. Dahl, S.E., P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: N/A One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green • Clean . Sustainable APPROVED FABRICATOR SPECIAL INSPECTION EXCEPTIONS: SPECIAL INSPECTIONS SPECIFIED IN THE CONSTRUCTION DOCUMENTS ARE NOT REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE CITY OF BURIAN TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY THE OWNER'S SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE HA H �q ti 23044 8W �C "nAL oNAL EDMONDS WWTP CARBON RECOVERY Drawing: S-3 Sheet: 42 of 114 SCHEDULE OF SPECIAL INSPECTIONS File: P20-10570 S-3 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED STRUCTURAL ABBREVIATIONS 6 0 0 a� 0 Q U E m N O It O O N O N ti O Q Q iv 0 n 0 I Ln 0 0 N � o_ E E n ry a) LL a) N 15 U Cn C 0 2)-6 Cn 0 0 73 0 > U m a) - ry C:- 0 � o U — a m � ~I O of o ti Ln 0 CDN O ;- C: a- 0 E of -0 ti w Ln 0 CD 0 C o 0 X Q Co U m 0 @ AT CLR CLEARANCE, CLEAR FAB FABRICATION AB ANCHOR BOLT CLSM CONTROLLED LOW STRENGTH MATERIAL FB FLAT BAR ACI AMERICAN CONCRETE INSTITUTE CNR CORNER FIN FINISH AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CMU CONCRETE MASONRY UNIT FF FINISHED FLOOR AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION COL COLUMN FLR FLOOR AL ALUMINUM CONC CONCRETE FS FAR SIDE ALT ALTERNATE CONN CONNECTION FT or' FOOT or FEET ANSI AMERICAN NATIONAL STANDARD INSTITUTE CONT CONTINUOUS FTG FOOTING APPROX APPROXIMATE CPLG COUPLING ARCH ARCHITECTURAL, ARCHITECH GA GAGE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DBA DEFORMED BAR ANCHOR GAL GALLON ASD ALLOWABLE STRENGTH DESIGN DEG or ° DEGREES GALV GALVANIZED AWS AMERICAN WELDING SOCIETY DI DUCTILE IRON GLULAM GLUE LAMINATED BEAM DIA DIAMETER BLDG BUILDING DWG DRAWING HORIZ or H HORIZONTAL BM BEAM HT HEIGHT BOT BOTTOM EA EACH BP BASE PLATE EF EACH FACE IBC INTERNATIONAL BUILDING CODE BR BRICK EJ EXPANSION JOINT ID INSIDE DIAMETER BRG BEARING EL ELEVATION IE INVERT ELEVATION ELEC ELECTRICAL IF INSIDE FACE CB CORNER BAR EL ELBOW IN or " INCH CC CENTER TO CENTER EMBED EMBEDMENT IE INVERT CF CUBIC FEET EQ EQUAL CFS COLD FORMED STEEL ES EACH SIDE JST JOIST CIP CAST -IN -PLACE EW EACH WAY JT JOINT CJ CONSTRUCTION JOINT EX EXISTING CJP COMPLETE JOINT PREPARATION C/L CENTER LINE K KIP PC PRECAST T&B TOP AND BOTTOM PCF POUNDS PER CUBIC FOOT TEMP TEMPORARY L LENGTH or METAL ANGLE PERF PERFORATED TOC TOP OF CONCRETE LBS POUNDS PJF PREFORMED JOINT FILLER TOF TOP OF FOOTING LF LINEAR FEET PL PLATE TOG TOP OF GRATE LLBB LONG LEGS BACK TO BACK PP PARTIAL PENETRATION TOM TOP OF MASONRY LLV LONG LEG VERTICAL PS PRESTRESSING TENDON TOS TOP OF STEEL, TOP OF SLAB LONGIT LONGITUDINAL PSF POUNDS PER SQUARE FOOT TOW TOP OF WALL PSI POUNDS PER SQUARE INCH TPI TRUSS PLATE INSTITUTE MAX MAXIMUM PVC POLYVINYL CHLORIDE TRANS TRANSVERSE MECH MECHANICAL TYP TYPICAL MFR MANUFACTURER R RADIUS MIN MINIMUM RC REINFORCED CONCRETE UBC UNIFORM BUILDING CODE MISC MISCELLANEOUS RO ROUGH OPENING UTL ULTIMATE MO MASONRY OPENING REQ'D REQUIRED UNO UNLESS NOTED OTHERWISE REQ'TS REQUIREMENTS UON UNLESS OTHERWISE NOTED N/A NOT APPLICABLE NIC NOT IN CONTRACT SL SLOPE VAR VARIES NO. or # NUMBER SOG SLAB ON GRADE VERT VERTICAL NOM NOMINAL SP SPACE NS NEAR SIDE SQ SQUARE W/ WITH NTS NOT TO SCALE SQ IN SQUARE INCH W/O WITHOUT SSTL STAINLESS STEEL WHS WELDED HEADED STUD OC ON CENTER STIR STIRRUP WP WORK POINT OD OUTSIDE DIAMETER STD STANDARD WSTP WATER STOP OF OUTSIDE FACE STL STEEL WWR WELDED WIRE REINFORCEMENT OH OPPOSITE HAND STR STRUCTURAL ANCHOR WELD STUD SCREW ANCHOR EXPANSION BOLTS ADHESIVE ANCHOR ANCHOR RODS POST -INSTALLED REINFORCING BAR TYPE HEADED FLUSH BOLT INJECTION HEADED INJECTION DIAMETER EMBED. STEEL SURFACE EMBED. CONC SURFACE EMBED. CONC SURFACE EMBED. CMU OR CONC SURFACE EMBED. CMU OR CONC SURFACE — EMBED. CMU OR CONC SURFACE 14 12 I I I I 12 L J 1/4" OR #2 4 1/8" 1" 2�� 3�� 6�� 3�� 3/8" OR #3 4 1 /8" 1 1/2" 3 1/2" 4" 6" 4" I I 1 1 I 1 1 1 I I 1 1 L 1/2" OR #4 5 5/16" 2" 4" 4 1/2" 6" 6" 5/8" OR #5 6 9/ 16" 5" 4 1/2" 5 1/2" 7 1/2" 6" n 3/4 OR #6 n 6 3/16 n 6 n 5 � 6 1/2 n 9 n 8 7/8" OR #7 7 3/ 16" --- 5 1/2" 7 1/2" 10 1/2" 10" NOTES: 1. PROVIDE MINIMUM EMBEDMENTS SHOWN UNLESS NOTED OTHERWISE WITH LONGER EMBEDMENTS. 2. ALL ANCHORS IN CMU TO BE IN FULLY GROUTED CELLS & ARE NOT ALLOWED IN HEAD JOINTS. ADHESIVE ANCHORING SYSTEM SHALL BE HILTI HIT-HY 200. 3. SCREEN SLEEVES REQUIRED FOR CONNECTION IN CMU & BRICK. 4. PROVIDE INDICATED EMBEDMENTS EXCEPT PER NOTE 4 OR NOTED OTHERWISE ON DRAWINGS. 5. PROVIDE 4 1/2" EMBEDMENT AT ANCHORAGE INTO FACE OF 5 1/2" STRUCTURAL WYTHE OF CONCRETE WALL PANELS UNLESS NOTED OTHERWISE. 6. ADHESIVE ANCHORING SYSTEM IN CONCRETE, MINIMUM STRENGTH 2,500 PSI, SHALL BE HILTI HIT -RE 500 V3. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 7. EMBEDMENT ARE TYPICAL UNLESS OTHERWISE NOTED ELSEWHERE. TYPICAL ANCHOR o�HAZd� MINIMUM EMBEDMENT DETAIL NTS TYP BHC Consultants, LLC Designed: K. Dahl, S.E., P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: S-4 1601 bh Seatt e iftWashington 98101Avenue, Suite 500 NTS Sheet: 43 of 114 (AW Seattle, 3400 Drawn: S. Olsoe One Inch at Full Scale STRUCTURAL ABBREVIATIONS AME ESCO 206.505.3406 (fax) AND MISCELLANEOUS DETAILS File: P20-10570_S-4 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS If Not One Inch www.bhcconsultants.com Checked: R. Dorn, P.E. Scale Accordingly Green @Sustainable4;p Date: April 2021 No. Revision Date By App'd p COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� 0 0 Cn Cn Q a; a 0 L9 co of 0 E OI w o 0 U cn O E X a> Q MM U � coE < 1 1/2" CLf� KEYED JT WHERE FLOATING JOINT IS CALLED FOR ON PLANS, PROVIDE SEALANT AND 1/2" PREMOLDED JOINT FILLER WITH NO KEY— ADD (2 4 SIDE 3" #4F_@18MIN @ LSB MIN -DEPTH UNO ON �I SECTIONS 3/4" x 3 1 /2" x 6" @ 18" EXTERIOR WALL II II REINFORCING AT STEEL COLUMNS NOTES: SAWED JT SEE NOTE 2 SOG— 1\'�J #4 x 10'-1 @12"B( SAWCUT 1/3 SLAB DEPTH CONTROL JOINT ADJACENT TO RETAINING WALL 1/ 8" RADIUS ON EDGES ONLY WHERE SOG� SLAB IS EXPOSED 2'-0" LAP CONSTRUCTION JOINT 2'-0" DEPRESSED SLAB " ""'�X SEE CMU DOWEL 2'-0" DETAIL 111+4 2_ -0" @ 12" • 1 #4 @ 12" 1 1 18" SLAB THICKNESS 1'-6" (2) #7 BOT CONT (2) #5 1, MAXI ' 1 TOP CONT THICKENED SLAB @ CMU WALL STEPS ON GROUND 1. SLAB ON GRADE IS 6 INCHES THICK, UNLESS OTHERWISE NOTED. LOCATE CONSTRUCTION JOINTS UNDER PARTITIONS OR ON COLUMN LINES. PROVIDE CONTROL JOINTS ON ALL COLUMN LINES AND AT 30 TIMES SLAB THICK MAXIMUM SPACING EACH WAY IN BETWEEN. PROVIDE CONTROL JOINTS AT ALL RE-ENTRANT CORNERS. CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO ENGINEER FOR REVIEW. 2. SAWED CONTROL JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING AND WITHIN 24 HOURS OF SLAB PLACEMENT. SEE ARCH FOR JOINT FILLER. 3. LOCATE REINFORCING AT ONE-THIRD THE DEPTH FROM TOP OF SLAB. 4. FOR UNDERSLAB PREPARATION, PROVIDE 4" CRUSHED GRAVEL COMPACTED TO 95% OF DRY DENSITY, COVERED BY A VAPOR BARRIER AS DEFINED IN SPECIFICATIONS. SEE CIVIL DRAWINGS FOR UNDERSLAB DRAINAGE SYSTEM WHEN NOTED. 5. TYPICAL SLAB REINFORCING UNLESS OTHERWISE NOTED: #4 @ 24" EACH WAY FOR 4" SLAB #4 @ 18" EACH WAY FOR 6" SLAB SLAB ON GRADE #4 @ 16" EACH WAY FOR 8" SLAB DETAIL LA� NTS TYP L 2'-0" M I N L 2'-0" M I N NOTES: 4 L Z 1. REINFORCEMENT IN OTHER DIRECTION SHALL BE TREATED IN A #5 x 4'-0" AT EACH SIMILAR MANNER. CORNER, EACH LAYER OF MAIN REINFORCING 2. "W" AND "L" = DIMENSION OF OPENING. FOR CIRCULAR OPENINGS "W" = DIAMETER. EXTRA REINFORCING 3. OMIT ADDED REINFORCING WHEN BARS EQUIVALENT TO SPECIAL REINFORCING INDICATED ON HALF THE BARS CUT IN PLANS OR DETAILS EXCEED SAME DIRECTION 2 - #5 REINFORCING REINFORCING SHOWN HERE. TRIM MINIMUM BARS CUT BY OPENING STOP 2" 4. SUPPLEMENTARY BARS MAY BE FROM FACE HOOK OMITTED ONLY WHERE OPENING IS BARS FRAMED BY BEAMS. 145 HOOP, DIA OF V-6" LAP 5. OPENING DETAILS SHOWN ARE OPENING +8" IN EACH TYPICAL UNLESS NOTED OTHERWISE. LAYER OF REINF FOR OPENINGS 10" OR LARGER 6. SEE MECHANICAL AND z o ARCHITECTURAL DRAWINGS FOR N SLAB AND WALL OPENINGS NOT 2 �,- SHOWN ON STRUCTURAL DRAWINGS. MIN REINFORCING AT WALL AND SLAB OPENING DETAIL NTS TYP BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID bh(Aw 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. I Revision Date By App'd z J a w w SEE PLAN OR ARCH DWGS FOR LOCATION o Q SEE PLAN FOR THICKNESS #6 @ 12" _#5 @ 10 #4 @ 16" r\ 2'-0" (3) #6 CONT SLAB ON GROUND SLAB TRANSITION Oi" HN1 FSS nTHFRWISF #5 CONT IF HEIGHT 'EATER AN 9" #4 C_@ 16" CONCRETE CURB DETAIL NTS TYP Designed: K. Dahl, P.E., S.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: As Shown One Inch at Full Scale If Not One Inch Scale Accordingly IN LIEU OF BENT LSBT MAIN BARS PROVIDE m CORNER BARS @ CONTR'S OPTION ALTERNATE I ENDS HORIZ OR VERT WALL BARS (1) #6 MI HORIZ BARS W/ (1) #6 MIN HOOKS MAY BE STD 900 HOOKS OR SKEWED TO CORNER BARS TO MAINTAIN COVER MATCH HORIZ WALL REINF (2) #5 MI (2) #5 MIN #3 @ 6" TYP WALL (2) #5 MIN REINF U P TO 2'-0" TO 4'-0" NOTE: 21-0" SMALL WALL SECTIONS DETAILS APPLY BOTH IN HORIZ AND VERT DIRECTIONS WALL CORNER WALL INTERSECTION WALL ENDS SMALL WALL SECTIONS IN LIEU OF BENT 00 LSBT Cn MAIN BARS PROVIDE CORNER BARS @ CONTR'S OPTION SINGLE LAYER TYP WALL REINF HORIZ OR VERT LSBT LSBT OR WALL BARS (2) #5 MIN CLOSED #3 @ 6" HOOP 1 HORIZ BARS W/ `— 2) #5 MIN STD 900 HOOKS OR CORNER BARS TO MATCH HORIZ WALL REINF FIE TO MATCH UP TO 2'-0" TO 4'-0" SIZE AND SPCG 2'-0" OF WALL BARS NOTE: WALL CORNER WALL INTERSECTION WALL ENDS NOTE: DOUBLE LAYER 1. UNLESS NOTED OR SHOWN OTHERWISE, ALL WALLS ARE TO BE REINFORCED WITH MIN. REINFORCEMENT AS SHOWN IN THE FOLLOWING TABLE: MINIMUM WALL REINFORCEMENT WALL THICKNESS HORIZONTA L BARS VERTICAL BARS LOCATION 6" & UNDER #4 @ 12 #4 @ 12" CENTERLINE OVER 6"-8" #5 @ 12 #5 @ 12" CENTERLINE OVER 8"-10" #5 @ 12 #5 @ 12" CENTERLINE OVER 10"-12" #4 @ 12 #6 @ 12" EACH FACE OVER 12"-14" #5 @ 12 #6 @ 12 EACH FACE OVER 14"-16" #5 @ 12 #7 @ 12" EACH FACE OVER 16"-18" #5 @ 12 #7 @ 12" EACH FACE OVER 18"-20" #5 @ 12 #8 @ 12" EACH FACE OVER 20"-24" #5 @ 12 #8 @ 12" EACH FACE 3- I SEE PLAN I WALL PILASTER SMALL WALL SECTIONS DETAILS APPLY BOTH IN HORIZ AND VERT DIRECTIONS SMALL WALL SECTIONS 2'-0" 2'-0" 2-0 #4U@10 WALL INTERSECTION OF SINGLE AND nnt]Rl F I AYFR RFINFnRCING 2. LAP WALL REINFORCING AT SPLICES LSB(G)' SEE NOTE 5. ADD BARS SAME SIZE P 3. ALL VERTICAL REINFORCING IN CONCRETE WALLS SHALL BE CONTINUOUS FROM SPCG AS MIN INSIDE FP STRUCTURAL FLOOR TO STRUCTURAL FLOOR, OR FROM FOOTING TO FIRST HORIZ WALL REINF OR STRUCTURAL FLOOR ABOVE, UNLESS NOTED OTHERWISE. SHOWN IN BLDG SECTIi 4. START HORIZONTAL AND VERTICAL BARS 1 INCH CLEAR OF EDGE OF OPENINGS. SPACE REINFORCING BARS AT EQUAL SPACES NOT TO EXCEED REQUIRED SPACING. 5. REFER TO 3/- FOR VALUES OF LID, LSB, AND LSBG• LENGTHS SHOWN AS LSBG) SHALL BE EITHER LSB OR LSBG DEPENDING ON BAR SPACING. 6. SEE DETAIL 2/S-007 FOR OPENING REINFORCEMENT. CONCRETE WALL REINFORCING DETAIL NTS TYP AMERESCO Green •Clean •Sustainable � 2 x LDT 2 x LDT WALL RETAINING EARTH (2) #5 MIN _4�__INTERIOR WALL OR COL WALL INTERSECTION AT RETAINING WALL EDMONDS WWTP CARBON RECOVERY TYPICAL CONCRETE DETAILS 1 OF 3 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE v WAS .d� UGC 044 _02- Drawing: S-rJ Sheet: 44 of 114 File: P20-10570_S-5 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED O 0 L a� 0 Q 0 E m 00 0 0 0 N 0 N r_ 0 Q Q a; 0 n Cn 01 Ln 0 5*19.1 IL 0' 0 of No X 0 — 0 N 0 to — 00 o I-_ of E w Lo 0 0 U C o X Q ai E ca M c U � co E �0 4A f—I /--N 011 MA/ 1. SEE 3/- FOR ADDITIONAL INFORMATION. 2. FOR EQUIPMENT PADS THAT ARE 10 INCHES OR LESS IN HEIGHT, SEE 2/-. TYPICAL EQUIPMENT PAD EXCEEDING 10" HEIGHT DETAIL NTS TYP CLASS B TENSION LAP SF 1-LAP LENGTH OR 3'-0" WHICHEVER IS GREATER REINFORCEING STAGGERED LAP SLICE DETAIL NTS TYP ISSUED FOR PERMIT No. Revision LICES Ldh, MIN, SEE TABLE A CONSTRUCTION JOINT OR FACE OF SUPPORT PAD HEIG' MIN, UNO ROUG BONDI,,j%-j, 44A r-i I n" nr MA/ A END OF AND @10" UND FER OF PAD NOTE 1 I�' N Uj O N z Q 90 DEGREE HOOK Ldh, MIN, SEE TABLE A CONSTRUCTION JOINT OR FACE OF SUPPORT 4db, OR 2 1/2" MIN NOTE 1 NOTES: 1. PROVIDE EQUIPMENT PADS FOR ALL EQUIPMENT UNLESS NOTED OTHERWISE 2. PROVIDE EQUIPMENT PAD DIMENSIONS, HEIGHT, AND LOCATIONS AS REQUIRED BY THE EQUIPMENT MANUFACTURER AND APPROVED BY THE ENGINEER. VERIFY EQUIPMENT PAD DIMENSIONS, HEIGHT AND LOCATION WITH THE EQUIPMENT MANUFACTURER'S REVIEWED SHOP DRAWINGS BEFORE THE PAD IS INSTALLED. 3. PROVIDE ANCHOR BOLT SIZE, TYPE, QUANTITY, LOCATION, AND THREAD PROJECTION AS REQUIRED BY THE EQUIPMENT MANUFACTURER AND APPROVED BY THE ENGINEER. PROVIDE MINIMUM 1/2" DIAMETER ANCHOR BOLTS. TYPICAL HOUSEKEEPING PAD ON SLAB DETAIL NTS TYP HOOK END ALL GRADES (D) FINISHED BEND DIAMETER BAR SIZE D 1800 HOOKS 900 HOOKS E J A #3 2 1/4" 5" 3" 6" #4 3" 6" 4" 8" #5 3 3/4" 7" 5" 101, #6 4 1/2" 8" 6" 12" #7 5 1/4" 10" 7" 14" #8 6" ill, 8" 16" #9 9 1/2" 15" 11 3/4" 191, #10 10 3/4" 17" 13 1/4" 22" #11 12" 19" 14 3/4" 24" # 14 18 1/4" 27" 21 3/4" 31 " # 18 24" 36" 28 1/2" 41 " TABLE A MINIMUM TENSION EMBEDMENT LENGTHS, (Ldh) FOR STANDARD END HOOKS ON GRADE 60 BARS BAR NORMAL WEIGHT CONCRETE, f'c (PSI) SIZE 3,000 4,000 5,000 6,000 7,000 8,000 #3 6" 6" 6" 6" 6" 6" #4 8" 77" 7" 7" 7" #5 10" 9" /}711 $" 7" 7" 7" #6 12" 101, 9" 8" 8" 8" #7 14" 12" 11 " 101, 9" 9" #8 16" 14" 12" 11 " 10" 10" #9 18" 15" 14" 13" 12" ill, #10 20" 17" 15" 14" 14" 14" # 11 22" 191, 17" 16" 15" 15" #14 37" 32" 29" 27" 25" 31" #18 50" 43" 39" 35" 33" 35" BAR SIZE LD LpT LSB LSBT LB 3 14 18 18 24 8 4 19 25 25 32 10 5 24 31 31 40 12 6 28 37 37 48 14 7 42 54 54 70 17 8 47 62 62 80 19 9 54 70 70 90 22 10 60 78 78 102 24 11 67 87 87 113 26 NOTES: 1. LENGTHS EXPRESSED IN INCHES. 2. LENGTHS APPLICABLE FOR f'c = 4000 psi, NORMAL WEIGHT CONCRETE ONLY, AND REINFORCEMENT WITH fy=60,000 PSI 3. LID TENSION DEVELOPMENT LENGTH, BARS OTHER THAN TOP BARS LDT TENSION DEVELOPMENT LENGTH, TOP BARS (SEE NOTE 4) LSB CLASS B TENSION SPLICE, BAR SPACING LSBT CLASS B TENSION SPLICE, TOP BARS (SEE NOTE 4) LB COMPRESSION DEVELOPMENT LENGTH, BOTTOM BAR OR DOWEL 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 5. FOR EPDXY COATED BARS, INCREASE ALL LENGTHS 50 PERCENT. 6. USE OF THIS CHART IS RESTRICTED TO BARS WITH CONCRETE COVER OF AT LEAST ONE BAR DIAMETER AND CLEAR SPACE BETWEEN BARS OF AT LEAST TWO BAR DIMENSIONS. FOR OTHER SITUATIONS, SPLICE LENGTHS SHALL BE INCREASED BY 50%, EXCEPT FOR LB. HOUSEKEEPING PAD PER PLi CONCRETE REINFORCING BAR LAP SLICE AND DEVELOPMENT LENGTHS DETAIL NTS TYP A 11l11 rR AM rr1 YYI ATr 0l1+ KJ A It HEADED STUDS, SEE NOTE 2 D NOTES: NOTES: I _ 1. PLATE SHALL BE 2" LARGER THAN 1. ABOVE VALUES VALID FOR ALL CASE IF" ECOREMEDY BASE PLATES, COORDINATE TO Call 48 Hours E, NOTE 2 SIDE COVER GREATER THAN 2 1/2,, DETERMINE SIZE. END COVER GREATER THAN 2" Before You Dig 2. PROVIDE 3 STUDS PER SIDE OF PLATE WITH — 2. BAR DIMENSION REQUIRED TO MANUFACTURE HOOK. ONE ADDITIONAL AT PLATE CENTERLINE. 1-800-424-5555 UNDERGROUND SERVICE 3. FOR EPDXY COATED HOOKS, INCREASE THE ABOVE EMBEDMENT LENGTHS BY 20%. 180 DEGREE HOOK BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(Aw Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) www.bhcconsultants.com Date By I App'd CONSULTANTS STANDARD HOOK & EMBEDMENT DETAIL LA� NTS TYP Designed: K. Dahl, S.E., P.E. Drawn: G. Castillo Checked: R. Dorn, P.E. Scale: NTS One Inch at Full Scale If Not One Inch Scale Accordingly AMERESCO Green •Clean •Sustainable � 1� OF WAS TYPICAL EMBED PLATE FOR EQUIPMENT BASE SUPPORT DETAIL 1N wa I 1 d44��� NTS TYP ss AL�� JAG EDMONDS WWTP CARBON RECOVERY Drawing: S-6 TYPICAL CONCRETE DETAILS sheet: 45 of 114 2 OF 3 File: P20-10570_S-6 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 U) 0 U) L U) 0 Q U E 0 00 0 r N O N N 0) Q 0 a- U) I 0 LO 0 0 N D_ (D E m LL m E co o_ L 0 0 0 0 0 T c� E a) D_ 0 LO 0 0 N X 0 m ~I 0 rl- LO 0 0 N X ai m c a� LL X PROVIDE CONTINUOUS NOTES: EXPOSED FACE OF WALL RETRO FIT WATERSTOP ALL ABOVE FINISHED GRADE a a a INSIDE OR WET AROUND IF SURFACE IS 2'-6" MIN 1. EQUIPMENT VENDOR SHALL BE SIDE OF WALL EXPOSED TO SOIL WASTEWATER OR EXTERIOR DOWELS TO MATCH WALL REINF DRILL AND EPDXY 3" INTO EX CONC RESPONSIBLE TO DESIGN AND PROVIDE ANCHOR BOLT FOR USE CONICAL INSTALLATION. ANCHOR BOLT CAULKING WHERE SPECIFIED TYPE INSERTS a I I FACE OF MINIMUM EMBEDMENT TO PAD a OR SHOWN, PLACE AFTER a EACH FACE I I EQUIPMENT I I SHALL BE 1'-0". CONCRETE FINISHING IS a 6" a COMPLETED, COLOR TO DRY PACK W/ _ _ GROUND MIN I I I 2. SEE CIVIL AND MECHANICAL MATCH CONCRETE NON -SHRINK GROUT SURFACE, DRAWINGS FOR REQUIREMENTS. a ° a a I - #4 n @ 12" SEE CIVIL I CAI SLOPE @ I I PAD EDGE GE 1/2 DEPTH OF CONE a DEPTH OF CONE SLOPE I a i ° AS SPECIFIED, TYP a z a a .1 • . • • • 4 a WATERSTOP z_ #4 @ 12" NOTES: z 12" 1. FOR FORM TIE HOLES ON OUTSIDE FACE OF WALL BELOW GRADE. #5 @ 12 EW @WALL FOR WALLS THICKER DRY PACK WITH NON -SHRINK GROUT. CENTERLINE FOR 10" THAN 10" PROVIDE #5 - cr, 2. SPACE FORM TIES ON EXPOSED PORTIONS OF WALLS APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND THICK WALL OR LESS @ 12 EA FACE O i ' i 0�0 0�0 0�0 0�0 0�0 000000000000000000000000000000 000 0�0 0000000000000 00000000000000 N I FORM LY IN EACH DIRECTION. D. oOo�O oOo�O oOo�O oOo�O oOo�O oOo�O oOo o 0D0 <5 0 o�oOO o�oDO o�oOO o�oDO o�oOO : �O01)00 0a00 01)00 01)00 01)00 01)00 01)00 �'Oc) MOC)0����0�50�0����0����0����0�� 3. WHERE CAULKING IS NOT SPECIFIED OR SHOWN, DRY PACK EXTERIOR 0O 0005-6Rom000000000000000000000000 0000000000000000000000000000 TIE HOLES WITH NON -SHRINK GROUT. COLOR OF CONCRETE. GROUT COLOR TO MATCH NOTES: �00000000000000 00000000.0000�0 OoO�Oo0o0�Oo0o0�Oo0o0�Oo0o0�Oo0o0�Oo0o0�0 00 4. DRY PACK USING STEEL TOOLS. 1. AT CONTRACTOR'S OPTION, DOWELS MAY ���j���j���j����� �j���j���j�/� EXTEND FULL LENGTH OR WIDTH FULLY OVERLAPPING OPPOSITE DOWEL IN LIEU OF ADDING FIELD REINF IN OPENING TYPICAL SNAP TYPICAL CONCRETE WALL 12" LAYER TYPICAL EQUIPMENT PAD TIE HOLE INFILL STRUCTURAL ON GROUND BACKFILL DETAIL Lf� DETAIL DETAIL NTs TYP NTs TYP NTs TYP EXTENT OF 2", TYP — WALL OPENING SEE NOTE 1 1 --------I • • 1 1/2" CLR,o I w 6", TYP I TYP I 4 - #5 VERTS, DRILL AND EPDXY 4" INTO EXISTING EXISTING SLAB, BASEMENT AVOID SLAB REBAR o w I SLAB 1 #4 TIES @ 6" LION 3 MIN ° a (8) 1/4" DIA STAINLESS 12 GA STAINLESS ° STEEL BOLTS W/ STEEL COVER PL PLAN SECTION MATCHING COIL INSERTS NOTE: NOTE: Call 48 Hours 1. USE ONLY WHEN SPECIFIED ON PLANS, 1. PIER SHALL BE 2 IN LARGER THAN COLUMN BASE PLATE OTHERWISE, USE CONCRETE INFILL DETAIL. OR ECOREMEDY EQUIPMENT PLATE. Before You Dig 2. TOP OF PIER TO BE COORDINATED WITH ECOREMEDY. 1-800-424-5555 UNDERGROUND SERVICE TYPICAL STAINLESS STEEL TYPICAL EQUIPMENT PAD HA . 6 PENETRATION COVER ON EXISTING SLAB DETAIL DETAIL �� _ - �� TYP NTs TYP � Gc. ��� AL4 & �S ' ��IONAL PCs BHC Consultants, LLC Designed: K. Dahl, P.E., S.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: S-7 Sheet: 46 of 114 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101AMERE 206.505.3400 206.505.3406 (fax) CONSULTANTS CONSULTANTS www.bhcconsultants.com�� As Shown CO ��rl�I���I� TYPICAL CONCRETE DETAILS 3 OF 3 Drawn: S. Olsoe RESPONSE TO BUILDING DEPARTMENT COMMENTS 08-2021 KED GRM One Inch at Full Scale i If Not One Inch, Scale Accordingly File: P20-10570_S-7 ISSUED FOR PERMIT 04-2021 GRM RAIDbh( Checked: R. Dorn, P.E. Date: A rll 2021 p No. Revision Date By App'd4;0 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED O 0 L 0 Q U E 0 ti 0 N 0 N 0 Q co 0 a_ co 0 rl- LO o — r i o T N m o_ E a) co E a - (a — ry i� a) N � U o O C O �0 U 0 O T U (6 N r� o E = °' U � 0- of 3: LO 0 CD f O LO X o — (n — � m 0 0 E of -0LO w 0 'O U 6 (n o m X Q a) U � coE I- X C/L WEB BOLTS, SEE _ 1/2" MAX SCHEDULE 1i 2" TO BM 2" BOLTS COPE SIN 1 1/2" MIN WFC HSS BEAM TO COLUMN CJF CJ P, T` 1 3" OC TYP I+ I+ 1 1/2" MIN 1 1/2" MAX 1/2" TO FACE =S OF WEB 2" TYP BEAM TO BEAM NON -MOMENT CONNECTION TYP FLG J L L SCHEDULE FOR BOLTS BEAM TO BEAM MOMENT CONNECTION TYPICAL STEEL CONNECTION DETAIL NTs TYP 1/4 PROVIDE T&B FLG STIFF TYP 4 PL, SAME SIZE & GRADE 1/ AS LARGER BM FLGS SECTION BEAM TO COLUMN FLANGE MOMENT CONNECTION TYPICAL STEEL CONNECTION DETAIL NTs TYP ISSUED FOR PERMIT 04-2021 GRM RAD No. Revision Date By I App'd NOTES: 1. SEE TYPICAL CONNECTION DETAIL FOR ADDITIONAL CONNECTION REQUIREMENTS. BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com SEE NOTE 1 3/ 16" MAX GAP OR BEVEL PLATE \q� SECTION SKEWED BEAMS Designed: K. Dahl, P.E., S.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. 6 1/2" )EE JOTE 1, -YP 1. SEE "TABLE A" FOR BOLTS, PLATES, AND WELDS FOR EACH SIDE OF CONNECTION. 2. BEAM FLANGES SHOULD NOT BE COPED. 3. CONNECTION TYPE CANNOT BE MIXED WITH OTHER BEAM TO COLUMN WEB CONNECTION. 4. BEAMS MAYBE SKEWED UP TO 30 DEGREES. BEAM TO COLUMN WEB NON -MOMENT CONNECTION TABLE A WIDE -FLANGE BEAM DEPTH MINIMUM NUMBER OF BOLTS REQUIRED WELD SIZE PLATE THICKNESS W8, W10 2 1/4 3/8 W12, W14 3 1/4 3/8 W16, W18 4 5/16 1/2 W21 5 5/16 1/2 W24 6 5/16 1/2 W27 7 5/16 1/2 W30 - W44 8 5/16 1/2 Scale: NTS One Inch at Full Scale 1, �1 If Not One Inch Scale Accordingly TOTAL NUMBER OF SERVICE LOAD END STEEL SHAPE STUDS WHEN MORE REACTION, SAME ON THAN THE MINIMUM INDICATES MOMENT EACH END IF SHOWN BEAM CONNECTION ON ONE END ONLY � CAMBER CANTILEVER BEAM SECTION SAME AS H 112k W36 x 135 (64) c=1-1/8" 88k 1 BACKSPAN UNLESS [-14°] NOTED OTHERWISE DIMENSION FROM REFERENCE TOP OF STEEL, DIMENSIONS AT BOTH ENDS INDICATE SLOPING MEMBER BEAM CALLOUT KEY DETAIL L4� NTs TYP GENERAL NOTES FOR STEEL CONNECTIONS: THESE NOTES APPLY TO ALL CONNECTIONS UNLESS NOTED OTHERWISE. 1. SEE PLANS FOR BEAM REACTIONS WHERE NO DETAIL IS NOTED, USE APPROPRIATE TYPICAL DETAIL. 2. THE MINIMUM NUMBER OF BOLTS IN A BEAM WEB CONNECTION SHALL BE AS SHOWN IN TABLE A. 3. BEAMS SHALL HAVE STANDARD ROUND HOLES (STD), AND SHEAR TAB PLATES SHALL HAVE HORIZONTAL SHORT SLOTTED HOLES (SSL) UNLESS NOTED OTHERWISE. 4. BOLTS IN CONNECTIONS OF BEAM TO BEAM/GIRDER MAY BE SNUG TIGHT UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL (SC). 5. WHEN CONDITIONS VARY FROM THOSE SHOWN IN THE TYPICAL STEEL DETAILS, OR WHEN THE CONTRACTOR WANTS TO USE ALTERNATIVE DETAILS, DETAIL CONSTRUCTION ACCORDING TO THE "AISC MANUAL OF STEEL CONSTRUCTION". SUBMIT CALCULATIONS FOR ENGINEER'S APPROVAL. 6. CONTRACTOR SHALL COORDINATE THE BOLT SELECTION AND USE BETWEEN FABRICATOR AND ERECTOR. 7. USE 7/8" DIAMETER A325 BOLTS. STEEL CONNECTIONS TABLE AND NOTES DETAIL r4� NTs TYP AME E CO Green •Clean •Sustainable 0 EDMONDS WWTP CARBON RECOVERY TYPICAL STEEL DETAILS 1 OF 2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 1s_�H E 0y Wg'S�I ti TS � NAL � 44 'c�'c'�_ �� Drawing: S-8 Sheet: 47 of 114 File: P20-10570_S-8 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� 0 0 L 0 Q U co rn M 0 Co 0 N 0 N N 0) Q co 0 0 ti LO o — r i o � N a b E ( — :_ ry N i� a) N � U 0)o �0 �0 U 0 O >, U (6 N � r� 0 E U � o_ o 3:LO 0 �I o CDN X LO cn — � m 0 ~ E of 0 u1 LQ O o U � � o m X Q a) coM U 0 coE 4-- X 4 - 3/4" 0 AR W/ 9" MIN EMBED BASE PL 3/4" (A36) 5/16 FIN COL END AND BASE PL PER AISC C/L COL 2" TYP / AROUND PLAN 1 1/2", TYP HSS OR PIPE COL PER PLAN NON -SHRINK GROUT TOC EL 1. CONTRACTOR SHALL HOLD BASE PLATE RIGIDLY IN PLACE WHILE GROUTING. 2. TIGHTEN ANCHOR RODS TO SNUG TIGHT AND TACK WELD NUT TO ROD TO PREVENT LOOSENING. 3. BASE PLATE HOLE DIAMETER AND WASHER DIAMETER SHALL BE SIZED PER AISC. THE WASHER SHALL BE A36 MATERIAL. AT CONTRACTOR OPTION, OVER -SIZED HOLES WITH A STANDARD HARDENED WASHER MAY BE USED. TYPICAL HSS OR PIPE COLUMN BASE PLATE DETAIL L� SCALE: 1 1/2" = 1'-0" TYP NOTES: 1. CONNECTION IS SIMILAR WHEN DECK IS SPANNING PARALLEL TO WALL. SEE DETAIL 1/S-11 FOR CALLOUTS IN COMMON. SIMILAR WHEN DECKING IS PERPENDICULAR EDGE BEAM PER PLAN Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. Revision EX CONCRETE WALL 24" MIN 2" O MAX GROUT HOLE AT CONTRACTOR'S OPT STL COL BASE PL Flni rrnl II'nln R. Rocs PI NON-SH GROUT EDGE FORM, SEE DETAIL 1/S-11 TYPICAL DECK EDGE CONNECTION AT SOLIDS BUILDING SHOP LEVEL DETAIL SCALE: 1 1/2" = 1'-0" TYP 08-2021 KED GRM 04-2021 GRM RAD Date By App'd 1 0 5/16 14" EQ EQ 5/16 0 I C) LU 4-3/4" O ANCHOR RODS PLAN 5/16 5/16 IIASE EE PLAN TOP OF CONC PEDESTAL PER DETAIL 5/S-7 CONTRACTOR SHALL HOLD BASE PL RIGIDLY IN PLACE WHILE GROUTING TIGHTEN ANCHOR RODS SNUG TIGHT AND TACK WELD NUT TO ROD TO PREVENT LOOSENING. BASE PLATE HOLE DIAMETER AND PLATE WASHER SHALL BE SIZED PER "AISC MANUAL, UNLESS NOTED OTHERWISE. TYPICAL COLUMN BASE PLATE DETAIL L4� SCALE: 1 1/2" = 1'-0" TYP 4 4 d 1" MAX LIP ON EDGE Cf%MhA EPDXY GROUT EMBED #4 AT 24" OC W/ 4" M I N EMBEDMENT INTENTIONALLY ROUGHEN SURFACE BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(Aw Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com STIFFENER DETAIL WIDE FLANGE BEAM DEPTH STIFFENER PLATE LENGTH, L (INCH) W8, W10, 8 W12, W14 10 W16, W18 12 W21 14 W24 16 W27 18 W30 20 TOF JL 4 x 3 x 3/8 EA SIDE W/ HORIZONTAL C-I fITTCr% "f-%l CC, L4 BM V SEE SEAT PL TO COLUMN, 3 SIDES, TYP "L", SEE 1. AT CONTRACTOR'S OPTION, WELD MAY BE REPLACED BY (2) 7/8 INCH DIAMETER A325 BOLTS. 2. BEARING SEAT WIDTH GIVEN IS A MINIMUM. INCREASE AS REQUIRED TO ACCOMODATE WELDS. 3. STIFFENER PLATE THICKNESS GIVEN IS A MINIMUM, BUT MUST BE AT LEAST EQUAL TO: BEAM WEB THICKNESS x 1.4. 4. FOR SEATED CONNECTIONS ON BOTH SIDES OF A COLUMN WEB, THE MINIMUM COLUMN WEB THICKNESS REQUIRED IS 0.29 INCH. WHERE THIS CONDITION IS EXCEEDED, CONNECTION MUST BE RESIZED PER AISC WITH SMALLER WELD STRESSES. 5. WHERE STIFFENER PLATE IS SKEWED, AND IS LESS THAN OR EQUAL TO 600, PROVIDE CJP WELD AT STIFFENER PLATE. Designed: K. Dahl, P.E., S.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: As Shown One Inch at Full Scale r., If Not One Inch Scale Accordingly TYPICAL STEEL CONNECTION TO CONCRETE WALL DETAIL 3 SCALE: 1" = 1'-0" TYP =E NOTE 1 SEE NOTE E SEATED BEAM TO COLUMN WEB CONNECTION DETAIL SCALE: 1" = 1'-0" TYP AME E CO Green •Clean •Sustainable 0 2", T) SECTION A -A EDMONDS WWTP CARBON RECOVERY TYPICAL STEEL DETAILS 2OF2 3 SIDES, FYP (2) 3/4" 0 EXPANSION ANCHORS (3-3/4" MIN EMBED) W/ 2" VERTICAL SLOTTED HOLES IN PLATE 1/2" STEEL FACE PLATE INCOMING BEAM NOT SHOWN FOR CLARITY (4) 5/8 " O EXPANSION ANCHORS (3-3/4" MIN EMBED) W/ 2" HORIZONTAL SLOTTED HOLES IN PLATE Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE B+ o� wAsHl q ,�'� Q•t� - � CEO �� 1-6 � 23044 AL E�G� SSIONALG Drawing: S-9 Sheet: 48 of 114 File: P20-10570_S-9 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a) 0 0 0 Q U E n3 0 r` ti O N O N 0 Q a; co 0 0 U) O ti LO O o .) N � W E E a- LL a) o > U m a] L ry(D of U W a- o LO 0 r of o ti X LO O r � O � N 0 -0 m 0 0 E of LO W_ O o r U cn O m Xa) Q ai m M U m �LL AT 18 & 20 ry GAUGE EDGE U FORM / CLOSURE PROVIDE 135" LIP RETURN PER SDI X CONT DECK SPANNING PARALLEL TO BEAM NOTES: 1. WELDING SHALL BE AS FOLLOWS: MATERIAL 18GA&20GA 16GA&14GA 12GA&10GA 3/16" & 1/4" 5/16" WELD SIZE AND LENGTH AT SPACING 1 /8" x 1 " @ 12" OC 1 /8" x 2" @ 12" OC 1 /8" x 2" @ 8" OC 3/16" x 2" @ 12" OC 3/16" x 2" @ 8" OC 2. MATERIALS ARE TO BE AS FOLLOWS: 18 GAUGE AND 20 GAUGE - ASTM A653 - Fy = 33 KSI MIN 16 GAUGE AND HEAVIER - ASTM A653 - Fy = 50 KSI MIN PLATE MATERIAL - ASTM A36 - Fy = 36 KSI MIN 3. FOR CONDITIONS WHERE SLAB EDGE EXCEEDS 18" OVERHANG, PROVIDE 1/4" PLATE EDGE FORM AND SHORE THE EDGE UNTIL CONCRETE REACHES 28 DAYS COMPRESSIVE STRENGTH. 4. AT CONTRACTOR'S OPTION, ALTERNATE METHODS OF PROVIDING EDGE CONSTRUCTION MAY BE USED AS DESIGNED BY THE CONTRACTOR. PROVIDE SHORING AND FRAMING MATERIALS AS REQUIRED. 5. THE SLAB EDGE CLOSURE PLATE IS ONLY DESIGNED TO SUPPORT WET CONCRETE AND CONSTRUCTION LOAD. DO NOT USE THE PLATE TO DIRECTLY SUPPORT CLADDING LOADS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. 6. AT CORNER COLUMNS, USE BOTH "TYPICAL EDGE CONDITION AT COLUMN DETAILS. EDGE SHALL BE MITERED AND WELDED. 7. AT BLOCKOUTS FOR CLADDING CONNECTIONS, EDGE REINFORCING IS TO BE CONTINUOUS. 8. AT RECESS CONDITIONS, EDGE PLATE HEIGHT TO MATCH THE SLAB HEIGHT AT RECESS. 9. COORDINATE EDGE ANGEL INSERTS FOR CLADDING SUPPORT WITH ARCHITECTURAL DRAWINGS, SUBSTITUTE FOR EDGE FORM WHEN SHOWN ON ARCHITECTURAL. 10. CONSTRUCTION LOAD AT EDGE FOEM SHALL NOT EXCEED 20 PSF. TYPICAL DECK EDGE DETAIL SCALE: 1 1/2" = 1'-0" mm X X LOWER WWR TO PLACE TOP BAR #4 @ 12 XTX COORD STUD PLACEMENT W/ EDGE FORM NOTCH FORM AS REQ'D, TYP h #4 CONT X177�71 X X X- OVERHANG DESIGN PER DECK SUPPLIER EXTEND DECK WHERE ALLOWED BY DECK SUPPLIER DECK SPANNING PERPENDICULAR TO BEAM EDGE CLOSURE PER DECK SUPPLIER m Q J U) Y = � EDGE FORM PER TABLE MAYBE USED IN LIEU OF CANTILEVER DECK, REFER TO REQT IN "DECK SPANNING PARALLEL TO BEAM" SLAB SLAB EDGE CLOSURE PLATE GAUGE / THICKNESS AT DECK PARALLEL TO BEAM THICKNESS OVERHANG, INCH (INCHES) 0 1 2 3 4 5 6 7 8 9 10 11 12 14 16 18 4.5 20 20 20 18 16 16 16 14 12 12 12 10 10 3/16 1/4 5/16 5 20 20 18 16 16 16 14 14 12 12 10 10 3/16 1/4 1/4 5/16 5.5 20 18 18 16 14 14 14 14 12 12 10 10 3/16 1/4 1/4 5/16 6 18 18 16 14 14 14 12 12 12 10 10 10 3/16 1/4 1/4 5/16 6.5 18 16 16 14 12 12 12 12 12 10 10 3/16 1/4 1/4 5/16 5/16 BHC Consultants, LLC Designed: K. Dahl, P.E., S.E. Scale: 1601 Fifth Avenue, Suite 500 1 1/2" = 1'-0" Seattle, Washington 98101 (AW206.505.3400 Drawn: S. Olsoe One Inch at Full Scale bh 1-1 ISSUED FOR PERMIT 04-2021 GRM RAID www.bhccon (fax) If Not One Inch CONSULTANTS www.bhcconsultants.com No. I Revision Date By App'd I I Checked: R. Dorn, P.E. Scale Accordingly 2x2x3/16 J EA FLG EDGEFORM PER TABLE SLAB EDGE COLUMN WITH WEB PARALLEL SLAB EDGE EDGE FORM PER TABLE, 3/16" MIN COLUMN WITH WEB PERPENDICULAR TYPICAL EDGE CONDITION AT COLUMN SEE NOTE 6 AME E CO Green •Clean •Sustainable 4 @ Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 2NA 4 EDMONDS WWTP CARBON RECOVERY Drawing: S-10 TYPICAL STEEL DECK DETAILS Sheet: 49 of 114 1 O F 2 File: P20-10570_S-10 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� 0 0 In Cn 0 Q U E m It Co r ti 0 N O N 0 a; 0 UI O ti u7 O N (a D_ E E 0- m— ry N 3o 7 cn C 0 U 0 0 m aa)i - ry o E a- o' 0 of o X o- 0 0 In — -0 m 0 ~ of E U w O 0 U � o 0 X Q ai E ca M c U 0 C/)E ~v X STUDS @ 24" NOTES: 1. STUDS ARE TYPICALLY 3/4" DIAMETER AT 24" ON CENTER UNLESS NOTED OTHERWISE. 2. AT ALL ANGLES AND WEBS LE THAN OR EQUAL TO 1/4" THICK USE 1/2" DIAMETER x 4" STUDS AT 12" ON CENTER. LJ A J A I/`t 3/4" 0 STUD, UNO �I`\I TOS TOP OF STL DECK � TOS , TYPICAL STUD SINGLE ROW OF STUDS - PLAN ^' "^r- "TUDS AXIS \If1Tr[�. 1. SEE PLAN FOR REQUIRED NUMBER OF STUDS. STUDS SHALL BE PLACED AT A MAXIMUM SPACING OF 2'-0" ALONG THE BEAM AXIS UNLESS NOTED OTHERWISE ON PLAN. 2. UNLESS NOTED OTHERWISE, STUDS ARE TO BE EQUALLY SPACED ALONG THE BEAM LENGTH AND PLACED SYMMETRICALLY ABOUT THE BEAM CENTERLINE AXIS IF EQUAL SPACING IS NOT POSSIBLE DUE TO DECK CONFIGURATION, THE ENGINEER SHALL BE NOTIFIED. 3. THE REQUIRED NUMBER OF STUD ROWS SHALL BE DETERMINED AS FOLLOWS (BEAM LENGTH IN C/L BM FEET): A. FOR DECK FLUTES PERPENDICULAR TO THE BEAM: # ROWS = # STUDS / BEAM LENGTH i WE ISS OR VF COL 'ER PLAN FLOOR FRAMING BELOW B. FOR DECK FLUTES PARALLEL TO THE BEAM: 3. DECK SPANS EITHER ? #ROWS = (0.375 x #STUDS) /BEAM LENGTH I I DIRECTION, SEE PLANS. 4 1/2" MIN I I ADD 2'-0" MAX, TYP 4. FOR DECK FLUTES PARALLEL TO THE BEAM, THE I I #4 EA 4. ROOF DECK SIMILAR. FIRST STUD (OR STUDS) SHALL BE PLACED 6" FROM I I SIDE TYPICAL DECK C/L BM THE BEAM ENDS. FOR DECK FLUTES SUPPORT PERPENDICULAR TO THE BEAM, THE FIRST STUD (OR STUDS) SHALL BE PLACED IN THE FLUTE DETAIL z CLOSEST TO THE BEAM ENDS. 2 0- EA END > NOTES: SCALE: 1 1/2" = 1'-0" TYP TWO ROWS OF STUDS -PLAN 5. FOR CANTILEVER SPANS, STUDS SHALL BE PLACED 3/16 _ IN ONE ROW ALONG THE BEAM CENTERLINE AXIS 1. SEE "TYPICAL DECK EDGE AT A MAXIMUM SPACING OF 2'-0". STUDS PLACED DECK CLOSURE CONDITIONS" FOR DECK EDGE ON THE CANTILEVER SPAN ARE NOT INCLUDED IN TO COL WEB SUPPORT AT COLUMNS. THE NUMBER OF STUDS SHOWN ON THE PER DECK MFR TYPICAL SHEAR DRAWINGS. TYPICAL DECK SUPPORT STUD PLACEMENT AT REINF AT COLUMNS C/L FLUTE TIE WIRE, TYP DETAIL 2 DETAILLA� SCALE: 1 1/2" = 1'-0" TYP SCALE: 1 1/2" = 1'-0" TYP X X X7— X X X X 1. CONDUITS MAY NOT IL CONDUIT - (1) PER FLUTE, LEAVE (2) FLUTES EMPTY ES BE PLACED -MAX DIA = 1 1/2" 0 OD PERPENDICULAR TO -TIE TO REINF AT CTR OF FLUTE DECK FLUTES. -CONDUIT CAN RUN ONLY IN FLUTE STL DECK -DO NOT RAISE OR LOWER REINF STL -DO NOT PLACE ON BOTTOM OF FLUTE (1/2" MIN) low 3'-0" MIN TO NEXT CONDUIT, EW ALL SLAB REINF SHALL BE TYPICAL CONDUIT IN SLAB ON STEEL DECK DETAIL LA� SCALE: 1 1/2" = 1'-0" TYP TYPICAL SLAB ON DECK CONSTRUCTION JOINT DETAIL SCALE: 1 1/2" = 1'-0" TYP ISSUED FOR PERMIT 04-2021 GRM RAID No. Revision Date By App'd NOTES: 1. SUBMIT PROPOSED LOCATIONS OF ALL CONSTRUCTION JOINTS TO ENGINEER FOR REVIEW AND ACCEPTANCE BEFORE FORMING. kNS LI I I ILIx I..,IRECTION 4 x LAF HOLE ADD RI bhBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com MCf-V Qr)A AI Designed: K. Dahl, P.E., S.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 1 1/2" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly JLS, t3U I t3AK,'5 ) DECK SHALL BE LR FROM BOT DECK 0" TO V-6" NO ADDED BM REQ'D ADD REINF AS SHOWN ABOVE AME E CO Green •Clean •Sustainable � SEE "TYP DECK EDGE CONE'ITIr\A1011 rlCTl \r ZJla71 ALL AROUND 1. BLOCK OUT OPENING BEFORE PLACING CONCRETE. 2. REMOVE BLOCKOUT AND CUT DECK AFTER CONCRETE HAS CURED. 3. CONTRACTOR SHALL COORDINATE OPENING SIZE AND LOCATION WITH MECHANICAL AND ELECTRICAL CONTRACTORS AND ARCHITECTURAL DRAWINGS. Call 48 Hours 4. THE OPENING NOTED REQUIRES A Before You Dig CENTER -TO -CENTER SPACING FROM ADJACENT OPENING OF FOUR TIMES THE MAXIMUM OPENING DIMENSION IF REQUIRED LAYOUT CANNOT 1-800-424-5555 CONFORM TO THESE REQUIREMENTS, REINFORCE UNDERGROUND SERVICE GROUP AS IF ONE COMBINED PENETRATION. �� OF WAS�jJ� TYPICAL DECK FLOOR OPENING 6'-0" AND LESS DETAIL g A�O��Gg44; SCALE: 1 1/2" = 1'-0" TYP ass ALGA_ �G EDMONDS WWTP CARBON RECOVERY Drawing: S-11 TYPICAL STEEL DECK DETAILS sheet: 50 of 114 2 OF 2 File: P20-10570_S-11 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m m E o_ Ad 0 0 0 0 U 0 Y E 0 O 0 N X MR 1 1/4" SQ x 3/16" RAILS, SEE SPECIFICATIONS FOR 1/8" MIN FABRICATION / INSTALLATION 2 1/8" SQ x 3/16" POST 3/8" MAX TOP OF RAIL REQUIREMENTS FIBERGRATE "H" I GRATING PANELS, SECTION TOE PLATE 00 ATTACH PER MANUFACTURERS RECOMMENDATION N SEE DETAIL 5/— FOR z co CLIP ATTACHMENT Qo END POST INTERIOR POST BEAM � w I I I �v 4 FIBERGRATE FRAMING SYSTEM PER I I I GRATING, 1v TOE PLATE BASE SUPPORT, FRP SUPPLIER I SEE PLAN MIN wC� PER DETAIL 2/— SST BOLTS Ll PER FRP DESIGN TYPICAL GRATING PANEL SUPPORT AT BEAMS 0 0 0 I DETAIL SCALE: 3" = 1'-0" TYP 6-0" MAX 6-0" MAX BEAM PER PLAN NOTES: SEE HINGE DETAIL 2/- 1. CONTRACTOR TO DESIGN AND SUPPLY COMPLETE GRATING SYSTEM INCLUDING SUPPORT FRAMING AND ATTACH AS SHOWN. SEE SUPPORT 2. PROVIDE 1 1/2" MIN FRP GRATING, SEE STRUCTURAL GENERAL NOTES FOR REQUIREMENTS. 1/8" MIN 1 BLOCK DETAIL 3/- 3/8" MAX / 3. GRATING AND FRAMING CAPACITY 100 PSF OR 300 LB POINT LOAD WHICHEVER IS GREATER. SQUARE TUBE SPACER 4. GRATING FRAMING TO PROVIDE DEFLECTION CRITERIA NOT TO EXCEED L/240 5. DIMENSIONS SHOWN ON PLANS ARE TO CENTERLINE OF POSTS AND RAILS. SEE DETAIL 5/- FOR 'Lit 1/2" 0 x 4" SST CLIP ATTACHMENT 6. EVENLY SPACE INTERNAL POSTS BETWEEN END POSTS. EXPANSION ANCHORS LEDGER 7. AT CORNER LOCATIONS, PLACE END POST 6" FROM RAIL SECTION. AT 24" OC 37" GATE 8. AT CORNERS, BEVEL AND SPLICE RAILS AND KICK PLATE. SPLICE ELEMENTS PER MANUFACTURER'S RECOMMENDATION. 17 9. FABRICATOR TO PROVIDE DETAILS FOR RAIL /POST CONNECTIONS. TYPICAL FRAMING TYPICAL TYPICAL GRATING PANEL HANDRAIL AND GATE POST SUPPORT SUPPORT AT WALL DETAIL LA� DETAIL DETAIL SCALE: 1" = 1'-0" TYP SCALE: 3" = 1'-0" TYP SCALE: 3" = 1'-0" TYP I SST CUP WASHER FRP RAILING, SEE ARCH FOR FRP C12 MIN DIMENSION / REQUIREMENTS I I I CUP WASHER, EDGE OF LOCATE AT FIRST BEAM BELOW COMPLETE BAR GRID, PROVIDE 4 PER PANEL #12 SST SCREW I I I - BEAM OR ANGLE FLANGE z / 1" MIN / SECTION / II II / u u Call 48 Hours / Before You Dig / / 11FRP TYPE B " 1-800-424-5555 GRATED TREADS UNDERGROUND SERVICE TREAD SUPPORT BY FRP VENDOR NTH E. WAS TYPICAL PANEL HOLDDOWN / �� CLIP ATTACHMENTS _ ~ ` FRP STAIR DETAIL U DETAIL 6 4a NTS TYP NTS TYPRNar�'�� pG� BHC Consultants, LLC Designed: K. Dahl, P.E., S.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: S-12 Sheet: 51 of 114 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com As Shown AME E C 0 Green . Clean • Sustainable TYPICAL FRP DETAILS Drawn: S. Olsoe One Inch at Full Scalebh(AW I I If Not One Inch Scale Accordingly File: P20-10570_S-12 ISSUED FOR PERMIT 04-2021 GRM RAID Checked: R. Dorn, P.E. p. Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� E m a IY a� U 0 T 0 L Q CL UI �o c� d = LL X W I O I— LO O a X m 0 0 O U O 0- O ^L LL I 0 0 N X 0 U N o Cn U X o w O a� LO cn O p o Q N U X E E M L M � O N O o O C'jN ' O O N N fl X — O U CLY Q O N � (0 - -m .L ._ M LO O CD o rX LO o � U O � N 0 D_ Q 0 E I m o c r a> LO IL O N p (n N P) X L LL 0- 0 U) CL O L 0 I I— LO O 0 N X a� Q I LL X w OI LO 0 0 N X ai m LL X NORTH L4 x 4 ALIGN RAILS ON 1/, SHIMS FOR CC CUT A 3'-4" BY T-4" OPENING COORDINATE WITH ARCHITECTURAL FOR FRAME ATTACHMENT, BASE OF OPENING TO MATCH FLOOR LEVEL ISSUED FOR PERMIT No. I Revision ENLARGED OPENING PLAN LJ� SCALE: 1 /2"=1'-0" 04-2021 GRM RAID Date By App'd bhc CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com nl IT r\/ %A/A I 1 ELEVATION SCALE: 1 /2"=1'-0" DUMPSTER WHEEL BY OTHERS EX CONCRETE SLAB Designed: K. Dahl, P.E., S.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: As Shown D o D,Q D o D D, SECTION SCALE: 1 1 /2"=1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly NO OVERCUTS PERMITTED AT NEW OPENING CORNERS :X DOOR )PENING L4 x 3-1/2 x 1 /4 LLV 5/8" 0 EXPANSION ANCHOR CENTERED ON EA PL W/ 6" MIN EMBEDMENT 1 /4" \1 1 " 4" x 4" SQUARE PLATE 18" OC MAX VARRY PL THICKNESS AS REQUIRED TO ACCOMMODATE SLAB SLOPE AME E CO Green . Clean . Sustainable CONCRETE CURB PER PL/`"' (2) #4 ROUGHENEX CONCRETE SL EX CONCRETE SLAB DO NOT DAMAGE EX SLAB REINFORCING 1'-0" L — J SECTION SCALE: 1 1 /2"=1'-0" EPDXY EMBED #4 DOWELS AT 18" O C W/ 6" M I N EFFECTIVE EMBEDMENT EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING STRUCTURAL PLAN AND SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE of wasHl� � Drawing: S-13 Sheet: 52 of 114 File: P20-10570_S-13 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED /Ln V L E O — IY L L � U 0 O U o U O �q — CD L r Q Q Q �I N O N 0 ti U) N C 7 � Q L LL X W O 0 I ^ I— I L Lo Q `r I V! O OX I L LO 0) O Q r 0- 5 N IL Cbj I cv E d cv c N X W LL I N O r- u7 O) O � p X �co o a_ U -L � Q O c m O -0 Q Co O U 0-I >d O u7 O of o r-- X in o — 1 O 0 � m O ~ E of -0 ti w LO 'o 0 U I cn O X Q ai E U� U) 4-- Co X Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. Revision TOP OF STAIRS CI n4 0C BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 08-2021 KED GRM bh(ARW 206.505.3400 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date I By I App'd Designed: K. Dahl, S.E., P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: 1 /4" = 11-01, One Inch at Full Scale If Not One Inch Scale Accordingly AMERESCO4:Green • Clean •Sustainable 0 I I ------------� 16.81 #4 x 4'-0" CORNER BARS, TYP EDMONDS WWTP CARBON RECOVERY BIOAIR CONTROL SYSTEM SLAB PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE WWA4-1 ti 7��t G�O� 23044 AL��SS' WAL PCs Drawing: S-14 Sheet: 53 of 114 File: P20-10570_S-14 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 6 O 0 U) U) 0 Q U E ca 0 0 N 0 N N O7 7 Q 0 UI 0 L0 0 0 N a E ca LL c� A) m E 0 o_ N U O U) 00 U O E d 0 I L0 0 a N X ca 0 m ~I 0 ti L0 0 0 N X ai m c i.i a) X 2' 0" _ 811 TOW EL 21.83 E 1 SCREEN WALL _ PANEL PER ARCH 1/4 CAP PL, TYP TOP AND BOT TOS EL BEYOND • STAIR TREADS BEYOND CONDUIT PER TOW EL 21.83 - #5 @ 18" OC EW _____________\ = CENTER IN WALL L X Q � 1 \ � I - 0 SLAB PER PLAN rD� • TOS EL 17.33 4d . EX CONC WALL ° A TOP OF ° FOOTING • • • • • a • �°• —III I 4 4 v N a ° a d a d 12" 12" 12" FOOTING PER PLAN SCREEN WALL INFILL PER ARCH, AT WALL ' OPENING PER PLAN #5 @ 18" OC EW TOP SCREEN WALL SECTION SECTION Lc SECTION (-C� SCALE: 3/4" = 1'-0" S-14 SCALE: 1" = 1'-0" S-14 NITS S-14 PROVIDE BOLT HOLES AS DETERMINED BY PANEL SYSTEM i i SCREEN WALL PANEL I I I I I I SYSTEM PER ARCH I I I I . I HSS SCREEN WALL I I SUPPORT W/ CONT FULL I I I I° d LENGTH ANGLE EA SIDE I I EX CONCRETE TYP 1/4 1-12 I I A, WALL L3x3x 1/4 I I d. I I.. HSS 4x4x1/4 CONT EA SIDE I SCREEN WALL ° I I PROVIDE BOLT HOLES I I AS DETERMINED BY EX CONC WALL PANELSYSTEM HSS SUPPORT FLUSH I W/ TOP OF NEW SLAB I I I I I II I I NEW SCREEN WALL J SLAB PER PLAN ° d I I EX SLAB PANEL SYSTEM PER ARCH WHERE OCCURS I I d AT WALL OPENING INFILL 5/8"0 x 6" @ 18" OC d d INTO EX CONC a = ° SAW CUT EDGE OF EX ° Call 48 Hours CONCRETE WALL WHERE III III Before You Dig OCCURS AT WALL OPENING _ d. d ° ° d \ \ 1-800-424-5555 d UNDERGROUND SERVICE d °\ G SCREEN WALL SCREEN WALL W.ASI�j� 9 CONNECTION 1 CONNECTION 1 W SECTION D SECTION E 0 �G �3044 ww� SCALE. 1 - 1 -0 - ��s AL SCALE: 1" = 1'-0" - SIGNAL BHC Consultants, LLC Designed: K. Dahl, P.E., S.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: S-15 Sheet: 54 of 114 bh(Ae CONSULTANTS 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101AME 206.505.3400 206.505.3406(fax) www.bhcconsultants.com As Shown Green • Clean E CO Sustainable • BI OAI R CONTROL SYSTEM SLAB SECTIONS AND DETAILS Drawn: S. Olsoe Al RESPONSE TO BUILDING DEPARTMENT COMMENTS 08-2021 KED GRM One Inch at Full Scale ���� If Not One Inch Scale Accordingly File: P20-10570_S-15 ISSUED FOR PERMIT 04-2021 GRM RAD Checked: R. Dorn, P.E. Date: Aril 2021 p No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED L E co ry U O c6 L co 0 L CL CL I 0 CO a L LL X w 0 I ti Ln 0 0 N X U 7 U) CL O ^L I..L I Q Ln Q r O X O U O m H 0 I Ln O 0 N X 0 u O N (n1�- =) Ln U a N E X co — L0 C � c6 � d N C O � � L N U O N Q- O L C) �. Q C). Q Ln Q c - a o X IL — CL co O U) I � O ca r- F- L0 C) L r LL O O- N^ O LL L bj CLl E a c LnL LL o N N — L O N O i j L >[-L O U X � wl C O O 1` -0 Ln L O co U o d N X a) aC)l Q I--� L0 ca o ca o N �_ L LL X O w E C:) U a � X E — co Co C U � U X No. 0 z ACTIVATE CARBON CONi ISSUED FOR PERMIT Revision ACTIVATED CARBON FILTER SUPPORT PLAN SCALE: 1/2" = 1'-0" 04-2021 GRM RAID Date By App'd bh(Aw CONSULTANTS .TH EXTERIOR .L OF EX SOLIDS .DING MECHANICAL ROOM 601 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com ACTIVIATED CARBON FILL #5=—@6" Designed: K. Dahl, P.E, S.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: SECTION SCALE: 1/2" = 1'-0" 1/2" = V-0" One Inch at Full Scale a IN; If Not One Inch Scale Accordingly 4� @ 12 EW, DRILL kND EPDXY 4" INTO XISTING SLAB DRILL AND EPDXY 4" NTO EXISTING WALL EX CLARIFIER COVER FRAMING 'RIMARY ARIFIER #3 EX TUNNEL WALLS AND ROOF SLAB AME E CO Green . Clem .Sustainable EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING ACTIVATED CARBON FILTER SUPPORT PLAN AND SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE � WA Hj 4-1 ti Drawing: S-16 Sheet: 55 of 114 File: P20-10570_S-16 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED c� 2 m E co ry a) U 0 O U O E m U C0 Q 0 d OI ti L0 O O o U) N o X m O � CO U U) m E E Q �0- �w N fl- 0 o d of N O N O ti N O' o X Q — � E 0 U 0 co � �I O o a_ ti 0 0l r— LO o � a o N a) X (0 � C � m E N CU Lo ml U- �x -0w > 0 0 0 LO 12�o C - O O � N (� X U m ~I 3 ti 3:I o O r � O O N X No E o E �I -a Lu O O U � C m X Q Cz CU U N U 6 X e Q 4 SEE ARCH FOR EXTENT OF LANDING PROVIDE L3 x 3 x 1/4" W/ 1/2"X4" EXPANSION ANCHORS @120C FOR DECK SUPPORT 2-1/2" CONC OVER 3" STEEL DECK W/ WWR #4 x 1-0 @12 6X6XW2.9XW2,9 DOWELS, DRILL Id/ AND EPDXY 3" IRV INTO EX WALLS W12x14 (6) T X N PLAN SCALE: 1" = 1'-0" NOTES: 1. REFERENCE FLOOR ELEVATION: -7.69. 2. FIELD VERIFY ALL COLUMN LOCATIONS TO REVIEW FOR CONFLICTS WITH PIPING AND DUCTWORK THAT REMAIN. 3. DISTANCE BETWEEN EQUIPMENT PAD AND COLUMN PEDESTALS. 4. FOR ECOREMEDY SUPPORT COORDINATION: A. AT EQUIPMENT PAD, PROVIDE EMBED PLATES PER 6/S-6 AT LOCATIONS AS SPECIFIED ON ECOREMEDY DRAWINGS. WELDING OF EQUIPMENT SUPPORTS TO EMBEDS WILL BE PER ECOREMEDY DWGS. B. AT OTHER ECOREMEDY SUPPORTS, EITHER PROVIDE PIERS AS SHOWN ON PLAN OR PEDESTALS PER 5/S-7. TOP OF PIERS AND PEDESTALS TO BE DETERMINED BY ECOREMEDY DRAWINGS. WHERE ANCHOR BOLTS ARE REQUIRED PER ECOREMEDY DRAWINGS, PROVIDE 3/4" DIA. WITH 10 IN EMBEDMENT IN CONCRETE. WHERE 10 IN EMBEDMENT CANNOT BE ACHIEVED, USE FULL DEPTH J-BOLTS INSTEAD. 5. PROVIDE CONCRETE PIER AS REQUIRED BY ECOREMEDY DRAWINGS. SUPPORT THICKNESS SHALL BE MIN 3 IN WIDER THAT EDGE OF ECOREMEDY SUPPORT PLATES. REINFORCE PIERS WITH #5@12 EW ALL AROUND PERIMETER OF PIER. PROVIDE DRILLED AND EXPDXIED DOWELS (4" EMBEDMENT) TO MATCH VERT REINF. PROVIDE END HOOKS AND CORNER EXTENSIONS AS SHOWN IN DETAIL 2/S-5. 6. PRIOR TO INSTALLING DRILLED IN DOWELS INTO THE EXISITNG SLAB. SCAN THE SLAB TO DEFINE THE EXISTING SLAB REBAR PATTERN. LOCATE DOWELS TO AVOID EXISITNG REINFORCING STEEL. Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. Revision SEE DETAIL 3/S-9 FOR CONNECTION REQUIREMENTS HSS 4 x 4 HANGER SEE A/S-19 FOR REQUIREMENTS TOP OF SLAB TO MATCH EX DOOR SILL BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 08-2021 KED GRM A0 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By I App'd Designed: K. Dahl, S.E., P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. , E F Scale o-) A. A ,I e . a A QIIIII I•. I _ • d a.°•. As Shown One Inch at Full Scale I., -1 If Not One Inch Scale Accordingly �I 19'-0" 3 4 5 4'-7" I � � I � - 6" MIN EQUIPMENT PAD 44" MIN SEE NOTE 3 i 7 PLAN SCALE: 1/4" = 1'-0" ME E CO Green •Clean •Sustainable � IWO SEE NOTE 5 SEE 5/S-7 FOR CONC PEDESTALS BELOW COL BASEPLATES PROVIDE BASE PLATE PER DETAIL 2/S-8, TOP OF BASEPLATE TO BE EL -6.5, TYP PROVIDE 10" x 36" SEISMIC EXTENSION WHERE SHOWN, REINF AS REST OF PIER W12x53 COLUMNS, TYP SEE NOTE 5 EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING GASIFICATION ROOM BASEMENT PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE oo HA HI d� ti "S� �23044 � AL ssiONAL Drawing: S-17 Sheet: 56 of 114 File: P20-10570_S-17 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED E c� a� m a a� a� L U o 0 U 0 a� 0- Q 01 0 U) X w of I- _o 0 N X U L Cn 0 o_ I 0 0 0 N X L O CL I a L LL X w 0 I o 0 0 (n N N X 0 0 Q U C: M E 0- Co C: 00 a) m L M U O 0 O r L N d N 0l N O Q o X Co C: E 0 0 M U r L al Q L o o d of a o o N co X � Q 0 N co C: O o -0 N co X U a m � ~I o I - al L Q N X o O E of -0 1- w LO 'o C) U 6 � o X Q ai co M c U O U) E _j� 4-- X SEE DWG S-16 FOR ACTIVATED CARBON SUPPORT � CONNECT O TO EX WALL Z 9 STAIR BELOW 12'W x 10'H WALL OPENING, BOT EL TO MATCH TOP OF FLOOR ELEVATION Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. Revision 1 co X oo It It X N i FRP LANDING AND STAIRS 4'-6" FIELD VERIFY W/ EX STAIR - W18x35 (10) W21x44 (10) 00 \/ XLU 00 W18x35 (8) W12x14 (4) w W18x35 (14) W12x14 (6) W12x14 (6) W 18x35 (16 8" i W1 SEE NOTE 6 a u� LU 10 W 18x35 (10 DAVIT SLEEVE, SEE DETAIL 1/S-19 FOR SLAB ATTACHMENT 4'-7" FIELD VERIFY WITH EX STAIR T 5 W12x19 W21x44 (10) _ C.o i W12x14 (4 04 919 W18x35 (8) 18x35 (4) (D co 3" W 12x 14 X 1'-6" B N 7-1 HATCH X / o 0 W18x35 (8)00 X X 00 W12x14 (4) 3" N W12x14 (6) W18x35 (10) i W12x14 (4) W18x35 (10) DECK SPAN TYP I W18x35 (10) ►► I o W12x14 (2) r X Y 1 W18x40 (16) O u7 lid M co X X 00 00 I, W12x14 (6) W12x14 (6) co X W12x14 (2) W12x14 (6) 19'-0 8„ 11. " _ 7'-9" W x 8'-6" WALL OPENING PER ARCH CRAIN RAIL BELOW PLAN SCALE: 1/4" = 1'-0" BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh( Seattle, Washington 98101 08-2021 KED GRM A0 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By App'd X >N .w a� FRP LANDING �IW12x14 (6) co \�11 \ / X N_ W12x14 (6) CONr TO E: = W12x14 (6) 9'-6" 8" Designed: K. Dahl, S.E., P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale As Shown One Inch at Full Scale If Not One Inch Scale Accordingly COORDINATE %A/ITW ARCH DWGS COORI WITH f DWGS NOTES: 1. REFERENCE FLOOR EL 18.31. 2. TOP OF STEEL ELEVATION SHALL BE 17.61. 3. FLOOR SYSTEM SHALL BE 3-1/2" MIN CONCRETE FILL OVER 3 IN STEEL DECKING REINFORCED WITH WWR 6X6XW2.9XW2.9. 4. FOR STRUCUTRAL STEEL BEAM LEGEND, SEE 2/S-8. 5. UNLESS NOTED OTHERWISE, BEAM CONNECTIONS SHALL BE NON-MOMEENT CONNECTIONS, SEE TYPICAL DETAILS FOR APPROPRIATE STEEL DETAILS. 6. WHERE BEAMS ARE NOTED THUS, M, THEY ARE W12X19 BEAMS WITH MINIMUM STUD PLACEMENTS. BEAMS ARE TO BE LOCATED UNDER ECOREMEDY EQUIPMENT SUPPORTS. SEE ECOREMEDY DRAWINGS FOR LOCATIONS. 7. IF NOT OTHERWISE LOCATED AND DIMENSIONED, BEAMS ADJACENT TO MAJOR OPENINGS SHALL BE CENTERED 6 IN AWAY FROM EDGE OF OPENING. 8. WHEN ECOREMEDY DRAWINGS REFER TO PEDESTALS FOR SUPPORT, SEE 2/S-7. 9. WHEN ECOREMEDY DRAWINGS REFER TO ANCHOR BOLTS, REFER TO SHEET NOTE 4 FOR REQUIREMENTS. SLAB ELEVATION AND MAJOR OPENING PLAN SCALE: 3/16" = 1'-0" AMERESCO Green •Clean •Sustainable � ORDINATE FCH PER PLAN )GE EL 18.31, TYP 'AIN EL 18.15, TYP COORDINATE OPENINGS WITH ECOREMEDY DWGS, UON EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING GASIFICATION ROOM PLATFORM FRAMING PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 1 23044 w �� L�� S-tQVAL Drawing: S-18 Sheet: 57 of 114 File: P20-10570_S-18 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m �1 BEAM PER PLAN m 0 0 0 L 0 0 Q U E m L0 77 L0 N O N CD O L Q Q y-+ ^_0 n r M O rl- LO O - � L N � E N (0 E m - C ry N N LL N L N U � 0 O U) 0 Y U 0 -075; iiZ d o LO 0 of o r- X LO o — 0 0 0 N 0 0 ~ E o LuLu � U a) X m Q m U m C/) iL 4- X No. CI PL6'; SLAB ON STEE WHERE OCCU SEE DETA FOR CONIC ISSUED FOR PERMIT PLAN TYP ES HSS 4 x 4 x 3/8" HANGER L,ivi STEEL HANGER ELEVATION (A) SCALE: 1" = 1'-0" TYP Revision EXTEND BEAM SHEAR TAB TO BOT FLG AND CONT WELD ON FLG., NS,FS I I 3/4"Q1X4"STUDS @8"EW 14" x 14" x 3/4" TOP PLATE, ALL AROUND CONC POCKET 5/16 FINISH PER AISC 4" x 12" x 5/8" STIFFENER, NS,FS CENTER UNDER BEAM SHEAR TABS AIATC. I I 5/16 COL PER PLAN SLAB AND DECKING NOT SHOWN FOR CLARITY. SECTION rd� SCALE: 1" = 1'-0" TYP BHC Consultants LLC Scale: � Designed: K. Dahl, P.E., S.E. 1601 Fifth Avenue, Suite 500 As Shown bh( Seattle, Washington 98101 Age 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale 206.505.3406 (fax) 04-2021 GRM RAD CONSULTANTS www.bhcconsultants.com If Not One Inch Date By App'd I I Checked: R. Dorn, P.E. Scale Accordingly NS.FS AMERESCO Green •Clean •Sustainable LAN DETAIL SCALE: 1 1/2" = 1'-0" TYP EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SECTION AND DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE of wart, 9� Drawing: S-19 Sheet: 58 of 114 File: P20-10570_S-19 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED U O L m 0 i rn ILL 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 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 of of LO LO O O 00 N X iv E m m� L C N � U -0 X w C)f LO �o U O X 0 O -0 (T) cC x U w d of LO 0 of o LO 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. 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 Ld- I — III SEE DWG M-7 ID FAN MCC i ROOM r I 4 4 W A APW NPW NPW M Sm =-7.65 SOLIDS HANDLING ROOM PLC / GYM SHOP 21 MCC � HYPOCHLORITE } STORAGE !. I SOLIDS POLYMER PROCESS FEED BUILDING AUNDRY 101 AUNDRY I I II LU r----_ SOLIDS =1.80 11 DISPOSAL ROOM II Q s I I MA 12" p • ` MAINTENANCE/ I II OFFICE I �, O I • MA 8 10 L-----J L-----J STORAGE X 7. • MA 0 ISSUED FOR PERMIT 04-2021 GRM RAID No. I Revision Date By App'c oL O O 1 S FILLER CAPS (TYP) w w — PW PW PW PA PW A A -G G I S ^S- AC DRAIN GPo�l� W C kI I C SC 5G 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 CB 1189 I RIM 15.05 3 I.E. 13.2 E., 6" STEEL PIPE ELBOW SENDS PIPE DOWN, NO VISIBLE EXIT FOR WATER 100 SPIKE 3 AC 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) 0 AND NOTES C O N 5 U LTA N T S 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 � R�BERT O� ti °Vc wAsy���0 48 R� ww T E �0 by ZONAL ti 2U Drawing: M-1 Sheet: 59 of 114 File: P20-10570_M-1 Date: April2021 COPYRIGHT© 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 2 m E (0 D_ ry N L U 0 7 0 c� a� I W a_ LL E x ° wl E o 0-Ln L� 0o X 0 Q — U o E 00 o CDf N 0 0 N O o X Q a- (� L Q 0 0 � m 0, N � Ol CD �I ti o `n N N D_ X 6- E m M Q a � L I N � LL X a� wo I O U O X c — o -0 W m x U D_ uJI � o CD 0 OI o o X 0 0 X o w E OI w o 0 U Cn E X m Q E U � U� X 0 Z 0 4 8 Scale in Feet 2 3 30" CONVERGING TEE, FRP PRIMARY CLARIFIER NO. 1 SQ DUCT, FRP(�) PVC SCH80 WATER PANEL O8 NUTRIENT BARREL ASSEMBLY O8 1" HOSE, 25 FT MIN 10 E F 8283 BIOAIR ECOFILTER EX 30" FA, FRP 0 U a LO 0 IW NOTES: 1. REFER TO DWG M-1 FOR MECHANICAL GENERAL NOTES. 2. BLOWER INLET DUCT NOT SHOWN FOR CLARITY. CONSTRUCTION NOTES: 1O SUPPORT FA FRP DUCTING IN ACCORDANCE WITH FRP MANUFACTURER REQUIRE AND GUIDANCE. 2O CONNECT TO EXISTING DUCT PER FRP DUCT MANUFACTURER REQUIREMENTS. CONNECTION OF NEW EXISTING FRP DUCTING TO EXISTING DUCTING SHALL BE OF EQUAL TYPE AND STRENGTH AS NEW FA FRP DUCTING CONNECTIONS. ALL FA CONNECTIONS SHALL BE AIRTIGHT. O3 SEE CONVERGING TEE FRP DETAIL 1/M-3. 4O SEE STRUCTURAL FOR CONCRETE SLAB AND EQUIPMENT PADS. O5 VERT SQ DUCT, FRP, WITH FLANGE CONNECTION TO BLOWER INLET BOX. MATCH BLOWER INLET BOX DUCT DIMENSION. COORDINATE WITH BIO-AIR ECO FILTER MANUFACTURER ON BLOWER INLET BOX DIMENSIONS FOR SQUARE DUCT DIMENSION CONNECTION FLANGE, AND GASKETING/SEALING REQUIREMENTS, TYPICAL. O6 HEAT TRACE AND SST JACKETING ALL NON -START-UP PIPING ON BIOAIR ECOFILTER ASSEMBLY AND EXPOSED SERVICE PIPING AND CONNECTIONS TO THE ASSEMBLY AS REQUIRED. O7 SEE CLEANOUT DETAIL 8/M-16, CLEANOUT FRAME AND COVERS NOT SHOWN FOR CLARITY. O8 BIOAIR PROVIDED COMPONENTS, SHIPPED LOOSE, PROVIDE 150 ANSI VAN STONE FLANGES, SCH80 PVC, FOR CONNECTIONS UNLESS NOTED OTHERWISE, COORDINATE WITH MANUFACTURER ON SIZE. O9 LAYOUT/DIMENSIONS PER BIOAIR SHOP DRAWINGS. 10 PROVIDE 1" SCH80 PVC TO BRASS FITTINGS AND 1" HOSE FOR WATER SUPPLY DURING STARTUP, SEE PLUMBING DRAWINGS FOR WATER SERVICE TO THE WATER PANEL. -U I \ I T 4 4 4 4 M-3 . � � a a DOWN BLOWER oo Z 4" x 4" x 2" REDUCER u I I --- --- I \ 2� INLET C/L ri 2 U SS=2 TEE, SCH80 PVC IRRIGATION 4" WYE,/ ° 3" CSTC �������/� I v 6 HEADER 6 g SCH80 PVC I 4" TRUE UNION BALL 4"UNION, RAW SLUDGE ooaooa�c _ _ _ — _ _ _ �`_ _ — — _ _ _ _ _- - - - - VALVE SCH80 a� air ----- PUMPING STATION o �Oo��Oo� T� 7 I `� p SCH80 PVC PVC aD�oaD oaD oar 1 , BELOW �aa�aa�ao� I i i I INLET I �: I 10 / — --- --- -- --- ------ ---- lr\0 IVA I I -� — —� 4" x 4" x 2 1 /2" I aD�oaD�o� I I EX 30" x 36" BOX C/L ,,� ° REDUCER TEE, 77; � oaooa� I I . L � a���oa��c I I REDUCER / �\� SCH80 PVC STARTUP ° a PVC � ASSEMBLY (`8-� ° SCH80 _I UNION BALL VALVE4" DR 4'-0EX 24" FA, 7 FRP o SCH80 PVC PVC BLOWER 4x 3 7�a�� I IO SCH80 ° REDUCER, �ooaD��o DISCHARGE—2 1/2 W 6 — — — — SCH80 PVC I IooDo C/L O r - - �a���a PVC REACTOR DRAIN MAKE-UP 8 10 I J 0 / PER DETAIL 1/- WATER I I I O I I D ��aa 3" DR SCH80 - �Oo�oOo� PVC ASSEMBLY I -L---------- Ir----------�--�- -- SCH80 II 4"x4°xv2" Call 48 Hours REDUCER TEE, Before You Di ....... Q I U 3 DR SCH80 PVC g oar - - - - - -- PVC �- - ---t-- J a -------- �- N SEE CIVIL DWGS FOR I � co� scHBo 6 4" DR 1-800-424-5555 MATC H LI N E - SEE DWG M-7 ��ao a� a I I ,,` — — — SLAB ELEVATIONS — — — — a — — a I — PVC UNDERGROUND SERVICE -------------�--------------- 6 21/2 DR _ — - SCH80 PVC _ ________ __ SCH80 1/2"TRUE UNION �gOBERT _ --- -- — — — — — — — — — — — — — — — — — — -- -u-- 4", ANSI 150, RETAINING WALL \� — _ _ _ _ _ _ _ _ _ _ _ _ BALL VALVE, O �ti jp -------- FLANGE 4- oFwasN PER STRUCTURAL, I I 7 FIC-601 y�/ I 4, SCH80 PVC TOW EL 21.83 I I / —I ----- ---- cs --------��— 48 PW NPW NPW NPW V. W G � — A A A A A A M-3 ZONAL Doti HANDRAIL I i 10' W WALL P P 401 ' > OPENING p P P I�LI �r P P 61 P P — - P REACTOR DRAIN WASA EX 36" FA, FRP I I PROD PER �� EX CONC WALL DETAIL P WITH NEW .� STRUCTURAL ARCHITECTURAL NTS _ W 3 P Q SCREEN ABOVE, w �' SEE ARCH DWGS �0���� s3so, CAUSTIC SSIONAL 4 > STORAGE TANK J. BHC Consultants, Designed: K. Gray, P.E. LLC Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-2 1601 Fifth Avenue, Suite 500 1" = 4'-0" Seattle, Washington 98101AME E CO ODOR CONTROL SYSTEM Sheet: 60 of 114 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale c ' - 0 MECHANICAL PLAN ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS P20-10570 M-2 (fax) 206.505.3406 '� �' No. Revision Date By App'd C O N S U LTA N T S www.bhcconsultants.com If Not One Inch Green . Clean • Sustainable p Checked: R. Dorn, P.E. Scale Accordingly Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 — m oI n o ry 0 o m U E o �o 2 Cn cD E 0 U u, 0 0 g > m L) ~ I ry o 0 0 ca o U X o_ .o 1 0 o C/) o Q 0 o m N U� -00 0 E oI -0 r-- w o 0 0 a i o 0 X Q E U 0 coE X SEE DWG M-5 FOR CONTINUATION — HEADWORKS BUILDING EL 37.31 918IRRIGATION HEADER ° 13 STARTUP ° SYSTEM - E F 8283 BIOAIR ECOFILTER TOS EL 18.12 D � p 4. o III 9 13 14 MAKEUP WATER S MIN ASSEMBLY — — I _ II 4 3 4" DR 2 - 450 BENDS, SCH80 PVC 4" DR EX C/L EL 12.48 7 PVC PVC SCH 80 EX 30" FA SCH 80 4" CROSS, SCH80 PVC, CLEANOUT 4" x 3" REDUCER, SCH80 PVC 44 FL CONNECTION TO BLOWER INLET BOX I 30"0 BY 30" x 30" SQUARE TO ROUND TRANSITION, FRP, TYP OF 2 I. • r— I � 11 � EX 30" FRP 1 / I � OPTIONAL FLANGED JOINT FOR FIELD ASSEMBLY AS DESIRED EX 30" DUCT BEYOND � 4" RADIUS, TYP DIVERSION PLATE, FRP, VANES NOT SHOWN FOR CLARITY I EX 30" 7FRIP I DIVERSION PLATE, FRP, FIELD SECURE ALONG ALL EDGES ' JOINT, TYP WITH RESIN AND FABRIC TURNING VANES, FRP PLAN 10 D EL 36.19 2 1 /2" W 10 PVC SCH80 F I C-601 RECTANGULAR BLOWER BOX INLET, FRP IF— 12 I. e vv 15 PVC SCH80 :8) @9SQUARE TO ROUND TRANSITION, FRP =3' SCH 80 PVC VERTICAL SQ DUCT DIMENSIONS TO MATCH BLOWER INLET BOX SECTION SCALE: 1/4" = 1'-0" M-1 , M-2 1'-5" A FLANGE CONNECTION TO BLOWER INLET BOX FIELD JOINT I 1 \ S 11% DIVERSION PLATE NOTCH, 3" x 12", TO PREVENT TO BE DETERMINED TRAPPING WATER C/L IN FIELD -BY THE C/L CONTRACTOR TOS EL 37.31 BUILDING PROCESS SOLIDS RETAINING WALL PER STRUCTURAL EL 26.31 TOW EL 21.83 _ TOS 18.80 — EX 24" FA I 2 - 45" BENDS, SCH80 PVC SQUARE DUCT, FRP 8 9 i VEX C/L EL 9.16 30" CONVERGING EX 36" FA TEE, FRP 2 6 EX 30" x 36" REDUCER CONVERGING TEE DETAIL NTS TYP 4" RADIUS, TYP bh(AWBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID www.bhccon (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By App'd TURNING VANES,FRP NOTES: 1. SEE GENERAL NOTES FOR FRP ODOR CONTROL DUCTWORK REQUIREMENTS. 2. COORDINATE BLOWER INLET BOX FLANGE CONNECTION WITH ODOR CONTROL Designed: K. Gray, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale As Shown One Inch at Full Scale If Not One Inch Scale Accordingly 2" 900 BEND, 2" OF SCH80 PVC PVC 4" x 4" x 2" SCH80 REDUCER TEE, SCH80 PVC 4" 900 BEND, SCH80 PVC- 4" TRUE UNION BALL VALE, SCH80 PVC 4"UNION, SCH80 PVC 4" MNPT CAP, SCH80 PVC, CLEANOUT PER DETAIL 8/M-16 ----, /I P-TRAP, 1'-5" FR, ABOVE TO 4"-DI INTERIOR TRAP AME E CO Green •Clean •Sustainable NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. 2. BLOWER DISCHARGE DUCT NOT SHOWN FOR CLARITY. 3. BURIED DRAIN PIPING SHALL HAVE A MINIMUM 36-INCHES OF COVER. CONSTRUCTION NOTES: 1O SUPPORT FA FRP DUCTING IN ACCORDANCE WITH FRP MANUFACTURERE REQUIREMENTS AND GUIDANCE. O2 CONNECTION OF NEW FA FRP DUCTING TO EXISTING DUCTION SHALL BE OF EQUAL TYPE AND STRENCTH AS NEW FA FRP DUCTING CONNECTIONS. ALL FA CONNECTIONS SHALL BE AIRTIGHT. CONNECT TO EXISTING DUCT PER FRP DUCT MANUFACTURER REQUIREMENTS. PROVIDE FLEX COUPLING V-0" OFF WALL PENETRATION. O3 4O SEE PENETRATION DETAIL 4/M-17. O5 PROVIDE THREADED UNION ON HORIZONTAL AND TERMINATION DISCHARGE DIRECTLY ABOVE DRAIN INLET. O6 SEE DETAIL 1/- FOR CONVERGING TEE CONSTRUCTION. 77 SEE STRUCTURAL FOR CONCRETE SLAB AND EQUIPMENT PADS. MATCH BLOWER INLET BOX DUCT DIMENSION. COORDINATE WITH BIO-AIR ECO FILTER O8 MANUFACTURER ON BLOWER INLET BOX DIMENSIONS FOR SQUARE DUCT DIMENSION AND CONNECTION FLANGE. O9 SEE CLEANOUT DETAIL 3/M-17, CLEANOUT FRAME AND COVERS NOT SHOWN FOR CLARITY. 10 HEAT TRACE AND SST JACKETING ALL NON -START-UP SMALL DIAMETER PIPING ON BIOAIR ECOFILTER ASSEMBLY AND EXPOSED SERVICE CONNECTIONS TO THE ASSEMBLY AS REQUIRED. SPROTRUDE 3" DRAIN 4" ABOVE TOS AT BLOWER AND CONNECT 1" BLOWER DRAIN TO 3" DRAIN WITH 3" x 1" REDUCER SCH80 PVC AND 1" SCH80 PVC PIPE AND FITTINGS AS REQUIRED. 12 PROVIDE 2 1/2" x 2 1/2" x 1" TEE, SCH80 PVC, ON WATER SERVICE CONNECTION, ON THE BRANCH INSTALL A 1" BALL VALVE, SCH 80 PVC, AND 1" SCH80 PVC X 1" BRASS NPSH OUTLET. 13 BIOAIR PROVIDED COMPONENTS, SHIPPED LOOSE, PROVIDE 150 ANSI VAN STONE FLANGES, SCH80 PVC, FOR CONNECTIONS UNLESS NOTED OTHERWISE, COORDINATE WITH MANUFACTURER ON SIZE. 14 CONTRACTOR TO INSTALL A 1" SCH80 PVC X 1" BRASS ADAPTER ON THE MAKEUP WATER ASSEMBLY'S 1" BALL VALVE, PROVIDE 25 FT MIN 1" HOSE, COORDINATE THREAD CONNECTION TYPES AS REQUIRED. 1" HOSE NOT SHOWN FOR CLARITY. 2", ANSI 150, FLANGE JOINT 4" DR 4", ANSI 150, FLANGE JOINT PVC SCH80 10 BIOAIR SUPPLY 14" x 4" x 1/2" REDUCER TEE, a I SCH80 PVC, SAMPLE PORT 4 a I 4" x 4" x 2" REDUCER I TEE, SCH80 PVC 4" x 4" CROSS SCH80 PVC, COORDINATE IE IN THE FIELD 4" 90° BEND, SCH80 PVC SECTION NTS N1-2 EDMONDS WWTP CARBON RECOVERY ODOR CONTROL SYSTEM MECHANICAL SECTION I EF 8283 1 Call 48 Hours Before You Dig 1-800-424-5555 I UNDERGROUND SERVICE gOBER;, of �WAskj����� ONAL ��v `JC.� I 1LLIWAS Yd� 53307 �G1 S -V �ss1ONAL C) Drawing: M-3 Sheet: 61 of 114 File: P20-10570_M-3 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED O 0 m 0 Q U E 0 u7 Ln 0 N O N r_ O Q Q 0 n OI Ln 0 0 N E m N N toCD — L E >ry O N U N O U -0 U L - U m H n o l CD ti Cn LO o O Y U O O N Cn - m C O E OI W O O U Cn O X Q 0E U � C/)� 16,951 SCFM TO ODOR SCRUBBER, SEE NOTE 6 54" x 20" FRP (14,183 SCFM WITH ECOREMEDY IN FUTURE, SEE NOTE 6) a_ 0 cY) HEADWORKS BUILDING ---------------------� w zl LU I L----------------------J 9,923 SCFM ADD ALTERNATE #9 U U) 0 0 N a N r 5,723 SCFM U rn 00 m ------------------------------------------------- 4, 850 SCFM 36" FRP 1,900 SCFM SOLIDS PROCESSING BUILDING 42" FRP 2,950 71,200 700 o SCFM u- SCFM o SCFM 00 N N M oa FAF-651 C� FAF-654 oa FAF-653 MOD-603 2 IN LINE 600 IL - / � SCFM C0 FAN, TYP LL N DEWATERING I�I/ CD 10" FRP ROOM y EXHAUST X X X C-0 FAF-652 X XMEU-401 284 SCFM � cUn 156 SCFM AL I L--------------- LL M M — — — — — — — I — — — — — — — ---- PRIMARY CLARIFIERS — — — — — — — — — — — — — — — — — — SUMP o N Q ILL 24" FRP Q U I 1400 SCFM I 1400 SCFM 1400 I I T SCFM I PRIMARY PRIMARY BOX PRIMARY CLARIFIER CLARIFIER SPLITTER CLARIFIER I NO. 3 NO. 1 BOX NO. 2 I I I — — — — — — — — — — — — J bh(AWBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By App'd Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. 700 SCFM n 42" FRP 500 SCFM DS HOPPER CVR #5 100 SCFM MIXER #2 100 SCFM 110 SCFM 100 SCFM 8" FRP 300 SCFM 8" FRP ECOREMEDY 2,768 SCFM GASIFICATION SYSTEM (FUTURE) ['Nazi% 100 SCFM SOLIDS BUILDING SUMP - 200 SCFM 6" FRP 4" FRP u- 10� UL U IL ILL o o L o � IL pop U U) UU) UU) o 0 0 0 0 DRYER SC-601 MIXER #1 FEED BIN F I I I VENT X 77 11- U U U X Cn (n C 17 m LO O WAS BLEND TANK TANK SP-603 SP-602 SP-601— \! — v (FUTURE) MOD-604 X X j X I y L---------------------------------------------------- J Scale: N/A One Inch at Full Scale If Not One Inch Scale Accordingly VENT CVR-601 CVR-602 TCDEWATERED SLUDGE ONVEYORS 174 SCFM 115 SCFM AME E CO Green •Clean •Sustainable 4 @ 2,500 SCFM TO INCINERATnR NOTES: 1. FAF-651 IS REDUNDANT TO FAF-653 AND NOT INCLUDED IN AIRFLOW CALCULATIONS. 2. AIRFLOW RATES ARE IN SCFM, UNLESS OTHERWISE NOTED. AIRFLOWS LISTED ARE CALCULATED VALUES AND DO NOT NECESSARILY REPRESENT ACTUAL AIRFLOW RATES. 3. CONTRACTOR SHALL CONDUCT FINAL AIR BALANCING AND AIRFLOW MEASUREMENTS OF EXISTING ODOR CONTROL SYSTEM ONCE MODIFIED AS SHOWN ON DRAWINGS. FINAL AIR BALANCING SHALL BE PERFORMED BY NEUDORFER ENGINEERS; UNITED TEST & BALANCE; TAC SYSTEMS; HARDIN AND SONS; OR APPROVED EQUAL. 4. ECOREMEDY GASIFICATION SYSTEM AIR FLOW IS BASED ON 2,800 SCFM AT AMBIENT PRESSURE AND 65F. 5. SHALL THE CITY OPT TO CONNECT THE WWTP ODOR CONTROL SYSTEM TO THE ECOREMEDY GASIFICATION SYSTEM IN THE FUTURE, IT WILL REDUCE WWTP ODOR CONTROL SYSTEM FLOW BY UP TO 2,768 SCFM. 6. INCLUDES SCFM FROM ADD ALTERNATE ITEM #9. EXISTING LINEWORK PROPOSED LINEWORK TO BE REMOVED OR ABANDONED — — FUTURE PROVISION LINEWORK EDMONDS WWTP CARBON RECOVERY WWTP ODOR CONTROL SYSTEM SCHEMATIC Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE f `J JO �f Drawing: M-4 Sheet: 62 of 114 File: P20-10570_M-4 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 2 m E ry 0 L 0 O 7 Q c� a� 0 C n LL X w oI o X W .0 Q 0 Q 0 U C/) Q E -0 � n �? 01 CO ti O o c6 0 O N N O X N — ti C O 0 Q U Q N X is LLJ � I 0 0 Ln O L � o IN o x Ln o 0 U 0 0 a� m E ~I ca 0 c ti Ln LL O N Op X L Cf) o 0 L -0 C/) > 0- 0 0 a- rc--) 0 Ln O (0 � U o a_ N � x of Q L I O a- O N L Cf) LL -0 X 0 w E OI -0 r-- w Lo 0 o 0 Cn 0 Q m 0 E U 0 D X NORTH ACCESS DOOR PER ARCHITECTURAL — ROLL -UP DOOR PER ARCHITECTURAL . 2'-8" C 6'-0" ROLL OFF DUMPSTER, BY CITY ADD ALTERNATE #1 o —------- I SL-101 I SL-102 I I I I I S1-103 - --�L-104 - - III SL-105 0 LO T_ 7 III I \\ H-101, `y \\ H-102`y, \\ H-103, `y /` I /` L---\ L---\ y L---\ I!S-102 E R M 1 i H-104 �, H-105 y H-106 I N/ 1 Mi I - - I S-101 S-103 I1 7'-7" 8'-1 " 7'-10" 3'-9" 6'-3"\ C/L 5'-8" 51 SC-101 SAM-102 0 6 )1 1 11----1 , I - SAM-101 SAM-207 1 C I FIT.1Q4 44 SL-106 � I � ADD ALTERNATE #9 �L-107 L— \_ — L--/ —J FIT-106 2 1 CVR-1 3' EL -0.60 MCC / CONTROLSI I ROOM I I I I I I I I RS-101 1 1 RS-102 1 1 RS-103 I 1 RS-104 um!�=Jj 1111 TL-j YTM i i I i DP-1106 H-110 -\ SUMP TRENCHI - DRAIN I I DP-107 I ,-- SUMP I �� ll fH-111 I - 30" FA 0 FAF 120 FAF-121 DOWN cN 1 I TO LOWER LEVEL) \ �`� I U) FEX -1 1 I� 4G O 1 \�i d> I I I I I SL-108 ITYP SG-101 SG-102 - - I I ----- SG-103 SG-104 --- - - - - - - - - - a - - - - - - - --- - - L7 — — — — 4- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �\- I j\ H-113 I I I I 10 1 - - - - - - - - - - - - - - - - - - - - - -- PLAN- SCALE: 1/4" =1'-0" M-1 MATC H LI N E, SEE DWG M-2 FIT-105 EL 37.31 NOTES: CONSTRUCTION NOTES: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1. REFER TO DWG M-1 FOR 1O PROTECT EXISTING GRINDER DURING O WASHER COMPACTOR DISCHARGE CHUTE WITH — — — — — - — — — — — — — — — — — — — — — — — — — — — GENERAL MECHANICAL NOTES. CONSTRUCTION. BAGGING UNIT. 2. FRP DUCTING SHALL BE 2O AUSTIN-MAC SHAFTLESS SCREW CONVEYOR WITH O8 WASHER COMPACTOR INLET HOPPER PER WASHER MANUFACTURED AND INSTALLED 304 SST TROUGH AND 8620 SCREW. COMPACTOR MFR. PROVIDE AIR -TIGHT FLEX IN ACCORDANCE WITH CONNECTION FROM CVR-101 TO INLET HOPPER. ADD ALTERNATE #9 SPECIFICATION SECTION 13234. O3 304 SST TRANSITION CHUTE BY AUSTIN-MAC. MATCH ADD ALTERNATE #1 SCREEN 40" x 16" FLANGED DISCHARGE CONNECTION. O9 TERMINATE PIPING IN TRENCH DRAIN 0'-2" BELOW TOS. Y.� 7 4O CVR SUPPORT PER AUSTIN-MAC. 10 IE, COORDINATE WITH DWG M-2 LAYOUT 2 CVR-101 ROLL OFF I O5 INSTALL KUSTERS WATER PROTECHTOR REQUIREMENTS. MPSTER, SCREENINGS WASHER / COMPACTOR MODEL SP 200 x DUI 700. INSTALL PER MFR REQUIREMENTS. INSTALL SSUPPORT PIPE PER DWG G-10. EL 23.00 DRAIN (NOT SHOW) AND CONNECT TO EXISTING Call 48 Hours EL 23.42 DU CITY FLOOR DRAIN. 12 PIPE /WALL PENETRATION PER DETAIL 4/M-17. Before You Dig EL 21.50 g O6 EQUIPMENT PAD PER STRUCTURAL. 1-800-424-5555 5 SC-101 UNDERGROUND SERVICE EL 18.25 EL 17.25 O oOBERTV WA rLr i lC#0 48 6 SECTION Ilk SCALE: 1/4" = 1'-0" _ TONAL E� J.0 if BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-5 1601 Fifth Avenue, Suite 500 1/4" = 1'-01, Seattle, Washington 98101 Sheet: 63 of 114 206.505.3400 Drawn: S.Olsoe OnelnchatFullScale HEADWORKS BUILDING AME E CO bh(AW 206.505.3406 (fax) 1-- m. @ MECHANICAL PLAN AND SECTION File: P20-10570_M-5 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS If Not One Inch www.bhcconsultants.com Checked: R. Dorn, P.E. Scale Accordingly Green Sustainable No. Revision Date By App'd 9 y Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED N O O N 0 Q U E m 00 Ln Ln O C6 O N O N 0 Q Q is 0 CO I O Ln 0 0 N o_ a� E LL a� Y O U O m ~I O Ln O O N X U C O U W Q O O I ti Ln 0 0 N X C c m U W Q O a_ 0 I ti Ln 0 0 N X Q O U) a_ LL 0- 0 0 I Ln O 0 N X O U N U) X W 0 I Ln O O N X c i.i MR C jitl B f - EX EL 37.31 EX EL 37.31 EX EL 33.64 ---------- EX EL 32.73 EX SCREENDISCHARGE 12" x 12" HINGED CHUTE, SCREEN ROOM ACCESS, TYP OF 3 ADD ALTERNATE #9 TYP OF 3 40" x 12" CONNECTION TO CONVEYOR, TYP OF 3 EX S-102 EX S-103 EX S-103 ADD ALTERNATE #9 EX S-101 _ ° o U_ 4 4 ° r• SCREEN ROOM EX SL-105 w 13 4 ul ILA 0 �I ..: 5 5 4 _ EL 21.60 12 e u 3 CVR-101 EL 21.42 _ 9 TYP ROLL OFF = 2 ti DUMPSTER, _ CVR-101 3 2 BY OWNER = EX EL 17.25 EX EL 17.25 • V . ° , °: v' a f. r �• EX EL 15.34 �' a /��//� 5 9 TYP ....: .:..: 10 SC-101 11 EX G-101 m c rax'..• _,'.z• EX 4" NPW EX SCREENINGS HOPPER EX 4" EX 4" SC g �; NPW r,•: i54�. r: bs �. ram{ ':5 ��. ,v. ° EX C/L EL 5.8 'R °' °° a ADD ALTERNATE #1 EX 4" SC ' EX RS-101 6 7 8 14 EX SCREENINGS HOPPER EX EL -0.97 ' -• f . ° A EX EL -2.69 f e EX EL -2.69 f .f' • p efe ' e e Q' :e • • ' SECTION �A� SECTION SCALE: 1/4" = 1'-0" M-5 SCALE: 1/4" = 1'-0" M-5 NOTES: CONSTRUCTION NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL 1O PROTECT EXISTING GRINDER DURING CONSTRUCTION. O6 REPLACE EXISTING PUMPS WITH WEIR WEMCO O9 CVR SUPPORT PER AUSTIN-MAC. NOTES. O2 INSTALL 304 SST JWC INLET HOPPER TO EX G-101 INLET TORQUE -FLOW 3" MODEL C PUMPS. P-105 REPLACEMENT PUMP SHALL HAVE RIGHT-HANDED 10 INSTALL KUSTERS WATER PROTECHTOR SCREENINGS 2. FRP DUCTING SHALL BE MANUFACTURED AND FLANGE AND CONNECT TO 12 x 12 DISCHARGE OF MOTOR MOUNT AND EXISTING EMBEDDED ANCHOR WASHER / COMPACTOR MODEL SP 200 x 700. INSTALL INSTALLED IN ACCORDANCE WITH CVR-101. SUPPORT HOPPER ON EX G-101. BOLTS SHALL BE REUSED. P-106 REPLACEMENT PUMP PER MFR REQUIREMENTS. INSTALL DRAIN (NOT SHOW) SPECIFICATION SECTION 13234. SHALL HAVE LEFT-HANDED MOTOR MOUNT AND AND CONNECT TO EXISTING FLOOR DRAIN. O3 AUSTIN-MAC SHAFTLESS SCREW CONVEYOR WITH 304 INSTALL NEW ANCHOR BOLTS IN ACCORDANCE WITH SST TROUGH AND 8620 SCREW. MANUFACTURER REQUIREMENTS. CUT EXISTING SEQUIPMENT PAD PER STRUCTURAL. Call 48 Hours ANCHOR BOLTS FLUSH WITH EQUIPMENT PAD. 12 WASHER COMPACTOR INLET HOPPER PER WASHER Before You Dig GO 304 SST 40"x16" FLANGED CONNECTION, MATCH SCREEN BOLT PATTERN, TYP OF 3. O7 REUSE EXISTING P-105 AND P-106 SCREENINGS PUMP COMPACTOR MFR. PROVIDE AIR -TIGHT FLEX EQUIPMENT PADS. P-105 PAD IS 55" x 61" x 22". P-106 CONNECTION FROM CVR-101 TO INLET HOPPER. 1-800-424-5555 O5 304 SST TRANSITION CHUTE BY AUSTIN-MAC. MATCH PAD IS 54" x 26" x 22". UNDERGROUND SERVICE SCREEN 40" x 16" FLANGED DISCHARGE CONNECTION, TYPICAL OF 3. O8 RECONNECT NEW PUMPS TO EXISTING PIPING. 13 WASHER COMPACTOR DISCHARGE CHUTE WITH BAGGING UNIT. REPLACE ALL PIPING BETWEEN NEW PUMPS AND ROBER;- EXISTING PUMP ISOLATION VALVES. FIELD VERIFY AND 14 INSTALL PRESSURE SWITCH/GAUGE ASSEMBLY of WAs�j�� LOCATE PUMP INLET AND OUTLET PIPING BETWEEN PUMP DISCHARGE AND PUMP ISOLATION W CONFIGURATION. PIPING CONFIGURATION SHALL VALVE PER DETAIL 5/M-15. INSTALL ASSEMBLY ON ��e�� r.4 p COMPLY WITH PUMP MANUFACTURER REQUIREMENTS. BOTH PUMPS. INSTALL PER PUMP MANUFACTURER REQUIREMENTS. �o 48 w T ZONAL Doti I' 1iI BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-6 Sheet: 64 of 114 1601 Fifth Avenue, Suite 500 ( PF& Seattle, Washington 98101 Seattle, 400 AW 206.505.3406 (fax) 1/4" = 1'-0" ME E CO SOLIDS PROCESSING BUILDING SCREENINGS SECTIONS Drawn: S.Olsoe One Inch at Full Scale File: P20-10570_M-6 Date: A rll 2021 p ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS www.bhcconsultants.com Checked: R. Dorn, P.E. If Not One Inch Scale Accordingly Green No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED \ rat d!!!L*C 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. E m n ry N U 0 0 'Ln v sz sz UI LD 0 U) c LL X W 0 I ti 0 0 N X U llL^^ VJ sz O 0 I ti 0 0 N X U) O U o O U — o m O I Ln 0 0 U o X M O O 0 c co °� O U N C/) o sz 0 ^^L n 0 O QLO r` ai 0 is o -0 N o X U) OI m L O L LL O a N O Eof E � 0 � o Li o N N — U O) N O J � s= o LL U X � WI C:0 O ti Ln o ca U o a_ N X L of Q ti L I o o n N L Cn LL -0 X C: W O E OI -0 � W u7 O O U C o X E — ai 0E U � ~v L X 0 z SEE DWG M-14 No. ISSUED FOR PERMIT Revision I D FAN 04-2021 GRM RAD Date By App-d bhc CONSULTANTS J L L V V V V I V I- I L 1 V I\ Ia I.J I V 1 11 V IJ r1% I I IJ I V BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly 2. ECOREMEDY EQUIPMENT SHOWN AS EXISTING FOR CLARITY. REFER TO ECOREMEDY DESIGN FOR LAYOUT OF EQUIPMENT, EQUIPMENT SIZING, ANCHORING, AND CONNECTION LOCATIONS. 3. DO NOT PENETRATE STRUCTURAL STEEL TO ROUTE SHOWN PIPING. CONSTRUCTION NOTES: 1O SUPPORT FA FRP DUCTING IN ACCORDANCE WITH FRP MANUFACTURER REQUIREMENTS AND GUIDANCE. OMINIMUM SLOPE 2% TOWARD DRAIN SHALL BE PROVIDED AND ACCOUNTED FOR DURING INSTALLATION OF FA SYSTEM. O3 INSTALL KUSTERS WATER PROTECTOR SCREENINGS WASHER / COMPACTOR MODEL SWP 200 x 1200. INSTALL PER MANUFACTURER REQUIREMENTS. 4O INSTALL 316 SS WASHER / COMPACTOR DISCHARGE CHUTE BY WASHER / COMPACTOR MFR. ( SUPPORT PIPE PER DWG G-10. O6 ROUTING SHOWN IS SCHEMATIC. FIELD LOCATE AND ROUTE PER OWNER. NOT ALL FITTINGS ARE SHOWN FOR CLARITY. O7 ROUTING OF PIPING SHALL NOT CONFLICT WITH OTHER PIPING OR EQUIPMENT, SHALL NOT RESTRICT AND / OR REDUCE EXISTING ACCESS AND MAINTENANCE CLEARANCES. O8 INSTALL KUSTERS WATER SCREENINGS SHREDDER MODEL NO VEM 366 ST. INSTALL PER MANUFACTURER REQUIREMENTS. O9 EQUIPMENT PAD PER STRUCTURAL. 10 PROVIDE FLEX CONNECTION FROM G-601 DISCHARGE TO CONVEYOR LID. ALIGN DISCHARGE CENTERLINE WITH CVR-005 CENTERLINE. CONNECTION SHALL BE AIR TIGHT. SCONNECT CS AND SH TO PACKED TOWER PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH DETAIL 7/M-17. 12 INSTALL PIPE WITH 2% SLOPE DRAINING BACK TO CONTAINMENT AREA. 13 CONNECT FA DUCT TO EQUIPMENT WITH FLEX CONNECTION. ALL CONNECTIONS SHALL BE AIRTIGHT. 14 INFILL EXISTING CIRCULAR OPENING PER STRUCTURAL. INSTALL MATCHING INSULATION ONCE INFILLED. 15 INFILL PER H DRAWINGS. 16 SAWCUT 7'-9" WIDE BY 8'-6" TALL OPENING WHERE EXISTING PERSONNEL DOOR IS LOCATED, NOT SHOWN FOR CLARITY. INFILL OPENING PER ARCHITECTURAL. 17 SAWCUT 12'-0" WIDE BY 10'-0" TALL OPENING. INFILL PER ARCHITECTURAL. 18 CONNECT FA FRP DUCT TO EQUIPMENT PER EQUIPMENT MANUFACTURER REQUIREMENTS. PROVIDE FLEX CONNECTION AT CONNECTION POINT BETWEEN ISOLATION DAMPER AND EQUIPMENT. 19 REMOVE TWO EXISTING 4" ROOF DRAIN DROPS. REMOVE 90" BEND OVERHEAD. CORE TWO NEW PIPE / WALL PENETRATIONS WITH MATCHING INVERT TO OVERHEAD 4" ROOF DRAIN PIPE. INSTALL PIPE / WALL PENETRATIONS PER DETAIL 6/M-15. 20 REMOVE PIPE / WALL PENETRATIONS AND EXTERIOR PIPE WALL FITTINGS. INFILL PER STRUCTURAL. 21 INSTALL TWO 4" DR PIPES MATCH EXISTING MATERIAL AND FITTINGS. SUPPORT VERTICAL SECTIONS ON EXTERIOR WALL EVERY 5'. PROVIDE DISCHARGE 900 BENDS AT MATCHING ELEVATIONS OF EXISTING PIPE / WALL PENETRATIONS. 22 INFILL VOID BETWEEN EXISTING 42" PENETRATION AND NEW DUCT PER STRUCTURAL. 23 HVAC EQUIPMENT SHOWN FOR CLARITY ONLY, SEE H DRAWINGS. 24 900 BENDS SHALL BE SWEEPING 900 BENDS. 25 PROTECT EXISTING INSULATION WITHIN ID FAN ROOM. NOT SHOWN FOR CLARITY. REPLACE DAMAGED INSULATION PANELS IN THEIR ENTIRETY. AME E CO Green •Clean •Sustainable 4: EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SCREENINGS PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE Drawing: M-% Sheet: 65 of 114 File: P20-10570_M-7 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a) O V) 0 a� U 0 Q U E N 0 N 0 N r_ 0 Q Q (0 _O a_ 0 oI Ln 0 0 N E (0 C N LL co E o_ aD aD L U 0 CU 0 CU L 0 o� LO 0 0 N o_ O U 0 m o' ti LO 0 0 N X 0 U (D U) 0- 0 a- o� ti LO 0 0 N X 0 U (D U) x w o� ti LO 0 r i 0 N X a� c m LL a INCLINED DISCHARGE A CHUTE O B - - 6" FA 1 2 5 6 7 4" FA 1 2 5 6 (DS FRP 4" FA 1 2 5 6 7 16 1 2 5 6 7 6" FA FRP SEE OION FRP ACTIVATED CONTINUAT-14 1 2 5 6 7 8" FA G-601 14 FRP TOP OF EX G-601 14 CARBON FILTER FRP PARAPET TOP OF EX PARAPET EL 37.31 _ EL 37.31 SC-601 3 28 EL 35.18 EL 35.18 a ° ° EQ RECYCLE BIN ID FAN EL 32.23 EL 32.23 a ROOM A-. C/L EL 31.39 CVR-003 C/L EL CVR-003 31.39 6" DR 5 6 7O ID FAN 1 2 5 6 7 16 4" FA EQ RECYCLE BIN ABS 17 � • FRP EL 28.31 CVR 005 EL 28.31 SOLIDS SHOP I 5 6 7 26 6" DR 8 15 16 17 I I EL 26.80 HANDLING INFILL PER ARCHITECTURAL SOLIDS ABS ROOM HANDLING EL 25.13 27 CVR-004 PACKED ROOM MIXER #2 SC-601 165 6 7 4"SCGASIFICATION DI ° 22 16 GASIFICATION 5 6 7 4" BC 11 JTOER3 fROOM CVR-005 ROOM DI I PLATFORM 23 V. METERING PLATFORM 23 EL 19.81 • • •• � ' 11 12 BIN 13 26 I DEWATERING °. ROOM EL18.31 _ 10 SLOPE 30 30 6" DR 5 38(D@) ABS \,/\\\/\\\/ 25 �. 13 SLOPE EL18.31 CL EL 16.00 �- - - - - - _ C/L EL SEE DWG _ _ 13 - - - 4" SD 5 6 7 21 ABS 5 6 7 21 4" SD ® ABS ® 4" MIXER #2 6" DR 55 8 7 29 SC 5 06(�@ GASIFICATION ABS 0AND 16.00 - ACCESS PLATFORM M-12 FOR 1" DR 15 6 7 9 DI ROOM STAIRS PER GASIFIER CONTINUATION 20 ABS ARCHITECTURAL • � FRP �' 1 2 5 6 7 10" FA e► FRP PRODUCT ° METERING BIN GASIFIER ° 0 ' • ' ° O0000 0 WAS COLLECTOR II p•: ' 0 0 DOOC I O 00000 O 00000 TANK EX VR-601 16 0 o I :q ° ' :v o 0000o i 6 6 o 00000 C 1 2 5 6 7 4" FA•, O OOOOOOG o000000000 <. \ FRP I �• � � p. • DRYER . s' o a 0 I I STAIRS AND °TI P c LADDER PER r GASIFICATION o o o ARCHITECTURAL DS HOPPER : ; ROOM a MANUAL rp 19 DAMPER, TYP 11 CONNECT TO r SUMP BELOW d °` : Q. EL -7.19 EX EL -7.69 o..v vv' :,.►:''.?v'.�' °. .. 4 :v y.. ... : .. s ..• Vs r• v .°• v' , ° ° a • •�' d r °. 4,4 •6:,,:►. •• .. ..a.p' e1, ►.• , . i .� ► may. � s v '►.• v •'°' ' '• p s v v •O ,.°.• e. '• J '. ' A' s a. A•: ' .M.. a•s s e., ,a , •. op,a:.°. DRYER 01111, 1 2 5 6 7 18 4" FA EX 42" FA, BURIED ' SUPPORT PER FRP STRUCTURAL SECTION SECTION rB ALE: 1/4" = 1'-0" M_7 SCALE: 1/4" = 1'-0" M-7 NOTES: CONSTRUCTION NOTES: O6 ROUTING SHOWN IS SCHEMATIC. FIELD LOCATE AND 12 CHUTE SUPPORTS PER KUSTERS WATER WASHER 18 CONNECT DUCT TO EXISTING SUMP COVER. INSTALL 4" 25 SEE DWGS M-9 AND M-12 FOR CONTINUATION. 1. REFER TO DWG M-1 FOR O SUPPORT FA FRP DUCTING IN ACCORDANCE WITH FRP ROUTE PER OWNER. NOT ALL FITTINGS ARE SHOWN FOR MANUFACTURER REQUIREMENTS AND GUIDANCE. CLARITY. COMPACTOR. BULKHEAD FITTING FOR CONNECTION. 26 CONNECT TO DRAIN PIPING PER DWG M-13. Call 48 Hours GENERAL MECHANICAL 13 PIPE /FLOOR PENETRATION PER DETAIL 7/M-17. 19 CONNECT TO EXISTING SD PIPING DOWNSTREAM OF NOTES. O MINIMUM SLOPE 2% TOWARD DRAIN SHALL BE PROVIDED O ROUTING OF PIPING SHALL NOT CONFLICT WITH OTHER EXISTING SUMP PUMP ISOLATION VALVE. SUPPORT ON 27 SAWCUT 7'-9" WIDE BY 8'-6" TALL OPENING Before You Dig AND ACCOUNTED FOR DURING INSTALLATION OF FA PIPING OR EQUIPMENT, SHALL NOT RESTRICT AND / OR 14 INSTALL KUSTERS WATER SCREENINGS SHREDDER WALL PER DETAIL 4/M-16. WHERE EXISTING PERSONNEL DOOR IS 2. ECOREMEDY EQUIPMENT SHOWN AS EXISTING FOR SYSTEM. REDUCE EXISTING ACCESS MODEL NO VEM 366 ST. INSTALL PER MANUFACTURER REQUIREMENTS. 20 CONNECT TO EXISTING SD PIPING AT WALL. LOCATED, NOT SHOWN FOR CLARITY. INFILL OPENING PER ARCHITECTURAL. 1-800-424-5555 UNDERGROUND SERVICE CLARITY. REFER TO O3 INSTALL KUSTERS WATER PROTECTOR SCREENINGS O8 CONNECT TO WASHER / COMPACTOR FEED CHUTE PER ECOREMEDY DESIGN FOR WASHER / COMPACTOR MODEL SWP 200 x 1200. INSTALL WASHER / COMPACTOR MANUFACTURER 15 PROVIDE FLEX CONNECTION FROM G-601 DISCHARGE TO 21 ADJUST ROUTING OF SD PIPING TO ACCOMMODATE 28 INFILL VOID BETWEEN EXISTING LAYOUT OF EQUIPMENT, PER MANUFACTURER REQUIREMENTS. REQUIREMENTS. CONVEYOR LID. ALIGN DISCHARGE CENTERLINE WITH CVR-005 CENTERLINE. CONNECTION SHALL BE AIR TIGHT. COLUMNS PER STRUCTURAL. 42" PENETRATION AND NEW DUCT PER STRUCTURAL. ROBER?, WAsNI EQUIPMENT SIZING, 4O INSTALL CUSTOM 316 SS WASHER / COMPACTOR O9 INSTALL FOUL AIR DUCT CONDENSATE DRAIN PER 22 SC-601 SUPPORTS PER KUSTERS WATER WASHER oe 0���ti ANCHORING, AND DISCHARGE CHUTE. DETAIL 1/M-1. 16 CONNECT FA DUCT TO EQUIPMENT WITH FLEX COMPACTOR. 29 O SLOPE TOWARDS SUMP AT MINIMUM 2% SLOPE. CONNECTION LOCATIONS. O SUPPORT PIPE PER DWG G-10. 10 PROVIDE FA DUCT TEST PORT PER DETAIL 2/M-16. CONNECTION. ALL CONNECTIONS SHALL BE AIRTIGHT. 23 SEE STRUCTURAL FOR GASIFICATION ROOM PLATFORM. 30 FLOOR DRAIN PER DETAIL 5/M-17. -48 3. DO NOT PENETRATE 17 SAWCUT 12-0 WIDE BY 10-0 TALL OPENING. INFILL PER w STRUCTURAL STEEL TO EQUIPMENT PAD PER STRUCTURAL. SROUTE ARCHITECTURAL. 24 900 BENDS SHALL BE SWEEPING 900 BENDS. TONAL G �6ti1 SHOWN PIPING. BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 8101 Seattle, Washington 98101. 206(AW.505.3400 206.505.3406 (fax) Designed: G. Mockos, P.E. Scale: 1/4" O EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SCREENINGS SECTIONS Drawing: M-8 Sheet: 66 of 114 Drawn: S.Olsoe OnelnchatFullScale �' ' I File: P20-10570_M-8 Date: A rll 2021 p ISSUED FOR PERMIT 04-2021 GRM RAD CONSULTANTS www.bhcconsultants.com Checked: R. Dorn, P.E. If Not One Inch Scale Accordingly Green � Clean � Sustainable No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED E m n ry 0 0 U O c� = LL 0 Q 0 0 oCn �I 0 0 L Ln 0 0 o 0 N Q X U C: E E cm o � U N (0 C/) Q 0 N o n Nof r_ti o Ln o Q o N X U) _o o rn � o L o — E o Cn N m D_ E w Q 0 ii n N of U) ti 2� O �o 0) N X > 0 0 0 0 �m -0 �I ca � U n LL x � I CD o � LO o o o N O X U) - - m 0 0 E oI -0 r-- w Ln 0 0 0 � o X Q 0E U 0 U)LL X No. ISSUED FOR PERMIT EX 42" FA BURIED Revision ACCESS LANDING PER STRUCTURAL Z B 3" SH ACCESS STAIRS AND M-8 3" CS LADDER PER PE ARCHITECTURAL PER DWG M-12 a •' d�� PLUME ABATEMENT SEE DWG M-7 FOR HEATER CONTINUATION a d. --- INFILL PER I STRUCTURAL • < I I I e 3" DR PVC GASIFIER 16 III s' 7m 'II�IIJ s� 21 O L w a , J s U) o BIf OA � I SLOPE I 13 CVR-002G1z 3 4 5 7 4" FA FRP EX 42" FA BURIED 3 D 5 10 4" SD ABS 1 2 3 4 5 8" FA FRP bh(A;BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206 505 3406 (fax) 04-2021 GRM RAID C O N S U LTA N T S www.bhcconsultants.com Date By App'd GASIFICATION ROOM WE I Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. -Q1 J8 TYPI ACCESS HATCH ABOVE \I ®14 --i DI .CYCLONE CVR-001 Scale COLUMN PER STRUCTURAL, TYP 11 == SCRUBBER ❑INFILL PER ° STRUCTURAL DRYER 6"DR 3 4 5 17 ABS .PRODUCT COLLECTOR DS PUMP I 10" FA 1 2 3G�l FRP DS HOPPER 4"SC 3 4 5 15 DI 11 EX CVR-601 4"SD 3 4 5 C1O DI a e. �'_( [ 1 d 4" FA 1 2 3 4 5 7 FRP 4"DS 3 4 5 12 14 DI 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4� NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. 2. ECOREMEDY EQUIPMENT SHOWN AS EXISTING FOR CLARITY. REFER TO ECOREMEDY DESIGN FOR LAYOUT OF EQUIPMENT, EQUIPMENT SIZING, ANCHORING, AND CONNECTION LOCATIONS. 3. DO NOT PENETRATE STRUCTURAL STEEL TO ROUTE SHOWN PIPING. CONSTRUCTION NOTES: O1 SUPPORT FA FRP DUCTING IN ACCORDANCE WITH FRP MANUFACTURER REQUIREMENTS AND GUIDANCE. O2 MINIMUM SLOPE 2% TOWARD DRAIN SHALL BE PROVIDED AND ACCOUNTED FOR DURING INSTALLATION OF FA SYSTEM. O3 SUPPORT PIPE PER DWG G-10. O4 ROUTING SHOWN IS SCHEMATIC. FIELD LOCATE AND ROUTE PER OWNER. NOT ALL FITTINGS ARE SHOWN FOR CLARITY. O5 ROUTING OF PIPING SHALL NOT CONFLICT WITH OTHER PIPING OR EQUIPMENT, SHALL NOT RESTRICT AND / OR REDUCE EXISTING ACCESS AND MAINTENANCE CLEARANCES. O6 CAP EXISTING 42" FA DUCT PER DETAIL 3/M-15. O7 CONNECT FA DUCT TO EQUIPMENT WITH FLEX CONNECTION. ALL CONNECTIONS SHALL BE AIRTIGHT. O8 CONNECT DUCT TO EXISTING SUMP COVER. INSTALL 4" BULKHEAD FITTING FOR CONNECTION. FIELD LOCATE CONNECTION LOCATION THAT DOES NOT PREVENT ACCESS TO SUMP PUMPS AND VALVES. O9 CONNECT TO EXISTING SD PIPING AT WALL. D10 ADJUST ROUTING OF SD PIPING TO ACCOMMODATE COLUMNS PER STRUCTURAL. GPIPE / WALL PENETRATION PER DETAIL 6/M-16. 12 ALL 4" DS 900 BENDS SHALL BE SWEEPING 900 BENDS. 13 TERMINATE PIPE 3 FT ABOVE FLOOR. SUPPORT PIPE ON WALL PER DETAIL 4/M-16. INSTALL 4" BLIND CAP AT PIPE TERMINATION. 14 PIPE SHALL BE INSTALLED WITH VICTAULIC ENDSEAL COUPLING STYLE HD-70ES. 15 HANG PIPE PER DWG G-10 FROM GASIFICATION ROOM PLATFORM. 16 ROUTE DRAIN PIPE TO SUMP. CONNECT 6" PIPE TO SUMP COVER WITH 6 BULKHEAD FITTING. FIELD LOCATE CONNECTION LOCATION THAT DOES NOT PREVENT ACCESS TO SUMP PUMPS AND VALVES. 17 SLOPE TOWARDS SUMP AT MINIMUM 2% SLOPE. 18 INSTALL FLOOR DRAIN PER DETAIL 5/M-17. 19 INSTALL PIPE / FLOOR PENETRATION PER DETAIL 7/M-17. 20 CONNECT TO EXISTING SD PIPING ON WALL DOWNSTREAM OF SUMP PUMP ISOLATION VALVES. 21 CLEANOUT PER DETAIL 8/M-16. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING BASEMENT PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE j `o 'O Drawing: M-9 Sheet: 67 of 114 File: P20-10570_M-9 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED N O 0 U) L U) Q U E m 0 N N (0 0 N O N O L Q Q a) 0 0 of ti LO 0 0 N D_ ai E m c a� LL m E o' L 0 O L O 0 T m a �I 0 U) d LL 0- 0 o_ OI LO 0 0 N X L O J I .O U) c d L LL 0- 0 o_ O rl- Ln O O N X L Q �I 0 U) c o= LL x Lu I 0 ti LO 0 0 N X 0 0 O m ~I 0 ti LO 0 T N X L 0 J �I 0 U) C O a- LL x LI 0 rl- LO 0 0 N X ai E m i.i 0 X _ (��# — — B B M-11 M-11 1 4" DS EX THICKENER DRIVE DI _ SUPPORT BEAMS 4" BC 1 4 O O DI EX THICKENER THICKENER — — � ROLL -OF DUMPSTER, DRIVE BY OWNER EX 6" DR O EX 4" DS I EX VACUUM FILTER 5 6 III I I I I O O --— — — — — — — III I III I III I - ROLL -OF / I it-- — — — — — — — — — — — — -- -----J DUMPSTER, o I F- 11 BY OWNER I VF-611 CO I � M-605 I I I I — — — — — — — — I M-605 j l I j i l l O I I SOLIDS EX DUMPSTER SOLIDS SOLIDS I D DISPOSAL I GUIDE RAILS @ DISPOSAL DISPOSAL I� I ROOM EL 19.68 o ROOM ROOM I-- — ------------------ =IJ --------------- A I I I A EX ROLL -UP - M-11 I M-11 DOOR O L — — — — — — — — — — — — — — EX ROLL -UP — DOOR O 1 4 4" BC I I EX 3/8" ALUM tc:ACCESS CHECKERED PL SOLIDS DISPOSAL ROOM SOLIDS DISPOSAL ROOM DI EXPANDED LOWER PLAN ' PLATFORM EXPANDED UPPER PLAN ' EX ASH DETAIL DETAIL 020 THICKENER, BELOW SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. CONSTRUCTION NOTES: 10 SUPPORT PIPE PER DWG G-10. O2 PROTECT EXISTING PIPE, REPLACE VICTAULIC FITTINGS WITH VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. O3 REPLACE EXISTING ROLLUP DOOR ASSEMBLY PER ARCHITECTURAL. OFITTINGS SHALL BE VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. 900 BENDS SHALL BE SWEEPING (900 BENDS. O5 WYE TO VACUUM FILTER VF-611 CONNECTION, Call 48 Hours SEE DWG M-11. Before You Dig O6 CUT 3/8" ALUMINUM CHECKERED PLATE FOR PIPE PENETRATION. 1-800-424-5555 UNDERGROUND SERVICE ROBERl WSs�I� rLj� O� ov 48 T ZONAL r�Qti� BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-10 Sheet: 68 of 114 Seat Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com 3/8" = 1'-0" AME Green • Clean E CO a Sustainable 0 4 SOLIDS PROCESSING BUILDING SOLIDS DISPOSAL ROOM PLAN Drawn: S. Olsoe One Inch at Full Scm.ale r If Not One Inch , Scale Accordin I 9 y File: P20-10570_M-10 ISSUED FOR PERMIT 04-2021 GRM RAD Checked: R. Dorn, P.E. . Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED co E cu o_ ry a) a) L U 0 cu 0 cu /Ln v L Q Q I 0^ U) LL L LL X L1J O rl- LO O O N X L a) 0 J �I •o U) c L LL 0- 0 o_ OI ti Ln 0 0 N X L a) Q I 0^ U) LL L LL 0- 0 OI o O 0 o (n N X L _ U) 0 U Q O E o0 o ~I N O ti M Lf) O O o N N O X N U 0 0 Q U Q () U) a; Q O a- o O rl- LO g O I OX rl- — LO O O O U N N U) a) X E w CU CDf LO LL O N p X L �FT �Q 0 a)= 5 U) > Q 0 O � �I O O 0 ti Ln O (6 T U o a- N I.—X 5 L a) of Q L O r � O a- N L N LL X O Lu 0 E OI Lu LO w O 0 U i � o m Xa) E Q a) - E m M U C a) U) N L X GRATING, I STRUCTUF NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. CONSTRUCTION NOTES: OSUPPORT PIPING PER DWG G-10. OREPLACE EXISTING ROLLUP DOOR ASSEMBLY PER ARCHITECTURAL. O3 PROTECT EXISTING PIPE, REPLACE VICTAULIC FITTINGS WITH VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. OFITTINGS SHALL BE VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. O5 INSTALL END CUP. FITTING SHALL ACCOMMODATE FITTINGS FOR CONCRETE PLACEMENT HOSE PER NOTE 7. O6 CUT 3/8" ALUMINUM CHECKERED PLATE FOR PIPE PENETRATION. OPROVIDE 4" ALLCRETE CONCRETE PLACEMENT HOSE, 10 FT SECTION, OR APPROVED EQUAL. CONNECT TO BC PIPE WITH VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. L/\ llVI 1 I 1 II VfXL- I VLI\ SECTION LA� SCALE: 3/8" = 1'-0" M-10 r. EL 19.81 3'-4" , V-0" . V-0" . V-0" . 1'-8" O3 EX 4" DS DEWATERED SLUDGE LOADING LINE TO TRUCK DISPOSAL — bh(Aw ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS No. Revision Date By App'd m DETAIL NTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 2" CS 4" DS 1 DI C/L EL 21.81 EX 112" PIPE AND FLOOR HPA PENETRATION PER DETAIL 3/M-17 EX 4" DS SCREW PRESS TRANSFER LINE Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: As Shown One Inch at Full Scale 1' If Not One Inch Scale Accordingly 1 3 FX FI '17 '11 EX EL 34.64 EX EL 32.44 lW44mmL•V.*% I E 13.81 EX EL 5.31 AMERESCO Green • Clean . Sustainable SECTION SCALE: 3/8" = 1'-0" M-10 EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SOLIDS DISPOSAL ROOM SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER7, pF WAsk � � O L7 ., r/) ONAI- /�otir Drawing: M-11 Sheet: 69 of 114 File: P20-10570_M-11 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED NOTES: U 0 0 (D E 0 U U L U) 0- 0 L o_ of ti LO 0 O N X 0 L Q w 0 i j 0 Q d U of E LO m 0 M o M N M X CO — o N U O CO N E O � i w 0- Q Q 0 co CDf 0 rl- N O N 7 X O U � > LO> o = O w a; LL E x w c O LL LO 0 N r N O � X -0 — L U 0 N J > �I 0 n3 U a) a- N ry L LL 0 x Lu of U � D_ Lo CD � o N of X LO ti U O Y O 0 N (n — c m 0 ~I E o Lu LO w o 0 U i � o a) X E — E mC U a) U L X NORTH FRP "1 1 I ISSUED FOR PERMIT 1 04-2021 1 GRM I RAID No. Revision Date b h r; CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 3/16" = V-0" One Inch at Full Scale r� �1 If Not One Inch Scale Accordingly AME E CO Green . Clean . Sustainable 1. PROTECT EXISTING FANS, DAMPERS, MAKE-UP UNITS, AND DUCTING SUPPORTS DURING CONSTRUCTION AND DEMOLITION ACTIVITIES, UNLESS OTHERWISE NOTED. 2. LOCATION AND SIZES OF PIPING, UTILITIES, AND EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PIPING AND EQUIPMENT LOCATIONS AND DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY EQUIPMENT ELEVATIONS AND LOCATIONS PRIOR TO FINALIZING CONCRETE WORK. EQUIPMENT LAYOUTS AND DIMENSIONS ARE BASED ON EQUIPMENT MODEL NUMBERS AS SPECIFIED ON G-2. FOUL AIR DUCT SHALL BE SUPPORTED ON CEILING. 3. RE -BALANCING THE HVAC SYSTEM IN THE SOLIDS PROCESS BUILDING UPON COMPLETION OF WORK SHOWN ON THIS PLAN. SHALL BE PERFORMED BY CONTRACTOR. 4. ECOREMEDY EQUIPMENT SHOWN AS EX PER CLARITY. REFER TO ECOREMEDY DESIGN FOR LAYOUT OF EQUIPMENT, EQUIPMENT SIZING, ANCHORING, AND CONNECTION LOCATIONS. CONSTRUCTION NOTES: OEXHAUST / SUPPLY FANS FAF-653 AND FAF-643 WILL SERVE AS PRIMARY SPACE VENTILATION FOR DEWATERING ROOM, EXHAUST / SUPPLY FANS FAF-651 AND FAF-642 WILL SERVE AS BACKUP SPACE VENTILATION; NFPA REQUIRES 6 AIR CHANGES PER HOUR. O2 ROUTING SHOWN IS SCHEMATIC. FIELD LOCATE AND ROUTE PER OWNER. NOT ALL FITTINGS ARE SHOWN FOR CLARITY. O3 PROTECT EXISTING FAN AND DAMPER DURING DEMOLITION AND CONSTRUCTION. O4 INSTALL 16" DIAMETER FRP SPOOL. O5 BLIND FLANGE AND GASKET EXISTING 10" DUCT, ABANDON FAN AND DUCTING IN PLACE. O6 SUPPORT FA FRP DUCTING IN ACCORDANCE WITH FRP MANUFACTURER REQUIREMENTS AND GUIDANCE. O7 MINIMUM SLOPE 2% SHALL BE PROVIDED AND ACCOUNTED FOR DURING INSTALLATION OF FA SYSTEM. O8 SUPPORT PIPE PER DWG G-10. O9 ROUTING SHOWN IS SCHEMATIC. FIELD LOCATE AND ROUTE PER OWNER. NOT ALL FITTINGS ARE SHOWN FOR CLARITY. 10 ROUTING OF PIPING SHALL NOT CONFLICT WITH OTHER PIPING OR EQUIPMENT, SHALL NOT RESTRICT AND / OR REDUCE EXISTING ACCESS AND MAINTENANCE CLEARANCES. GPROVIDE DRAIN PER DETAIL 1/M-15 AT BOTTOM OF TEE FITTING, AND ROUTE TO SOUTH WALL AT 2% SLOPE. 12 PROTECT EXISTING PIPE, REPLACE VICTAULIC FITTINGS WITH VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. 13 INSTALL NEW 4" DS PIPE AT NEAREST FITTING WITHIN GASIFICATION ROOM. INSTALL AND ROUTE NEW SECTION OF PIPE AS SHOWN. 14 ASAHI CHEM PROLOK DOUBLE -WALLED PE, SEE DWG G-10. SLOPE PIPE TOWARDS CAUSTIC STORAGE CONTAINMENT AREA AT 2% MIN SLOPE. 15 CONNECT SH PIPING TO EXISTING SH PIPING WITHIN FOOTPRINT OF CONTAINMENT AREA. CONNECT UPSTREAM OF EXISTING PUMPS. FIELD LOCATE WITH OWNER. TERMINATE SECONDARY CONTAINMENT PIPING 12" MIN WITHIN CONTAINMENT AREA WALL. INSTALL PVC MANUAL ISOLATION VALVE AT CONNECTION LOCATION. 16 CONNECT CS PIPING TO CAUSTIC STORAGE TANK. FIELD LOCATE WITH OWNER. TERMINATE SECONDARY CONTAINMENT PIPING 12" MIN WITHIN CONTAINMENT AREA WALL. INSTALL PVC MANUAL ISOLATION VALVE AT CONNECTION LOCATION. 17 PIPE / WALL PENETRATION PER DETAIL 6/M-16. 18 SUPPORT PIPE ON WALL PER DETAIL 4/M-16. 19 TERMINATE PIPE AT 3 FT FROM FLOOR. CONNECT WITH DISCHARGE OF ECOREMEDY DISCHARGE PUMP WITH 4" ALLCRETE HOSE, OR APPROVED EQUAL. 20 FITTINGS SHALL BE VICTAULIC ENDSEAL COUPLINGS STYLE HD-70ES. 21 WYE CLEANOUT WITH END CUP FITTING SHALL ACCOMMODATE FITTINGS FOR CONCRETE PLACEMENT HOSE PER NOTE 7/M-11. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING FLOOR Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER1, OF WAS�J Cn IT Eg�G� ONAL 49� �I' Drawing: M-12 Sheet: 70 of 114 File: P20-10570_M-12 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED CONSTRUCTION NOTES: m E d ry a) a) L U 0 /Ln v E m U rrL^^ VJ 0- 0 ^L LL I O LO 0 r 0 N X L LL L a� 0 o U) 0- 0 cn o LO O I O U X E � E N O o U U cM L O U) Q CV O o L N ti o I o ti L LO Q o Q o N n3 X o U) o 0 U M 73 cr G _ I � o m f-- p LO o — r C o N CO a) Q E � m LU c Q N O LL a- N of 0) LO o � r �o 0) N X U N a) � o' ca CO O -0 c c U D_ o_ LL x o�I f o LO LO O I I o a X n — � m c O E of -0 r-- Lu LO O 0 U I a � X Q �M U � U� 4-- X No. ti 0 2 a" e a .. a <• A" ISSUED FOR PERMIT E] o 2 ABANDON IN PLACE l 7 2 G)TYP 4 EX DP-617 BASEMENT DRAIN EX DP-618 PLAN LA� SCALE: 1/4" = 1'-0" a O 0 R TVP ■❑ bhcBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Revision Date By App'd 1 6)TYP Ell Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly OEQUIPMENT PAD PER STRUCTURAL. OREMOVE DRAIN COVER AND FRAME AND PLUG DRAIN PRIOR TO EQUIPMENT PAD INSTALLATION. OREMOVE DRAIN COVER AND FRAME AND INFILL WITH NON -SHRINK GROUT. OCAP DRAIN AT WALL FACE WITHIN SUMP. ODRYER PIER PER STRUCTURAL. OEQUIPMENT SUPPORT PIER PER STRUCTURAL. AME E CO Green • Clean •Sustainable 4 0 EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DRAIN SYSTEM PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE I' Drawing: M-13 Sheet: 71 of 114 File: P20-10570_M-13 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED L 2 m E ry N L U 0 m 0 c� a� �I �o C ca n LL X w 0 I Ln 0 0 N X U 7 O n I O Ln O 0 N X O Y O O O o Cn Cn m Cn C> Q o U o N E X m— It o m Qun m L 0 N U O U) N 0- 0 O � i I a C> Q 6 o i� 7 O + N _O X Q O c G I � C) m ti O LL O Q N O n LL E of E ti Ln O r LL N N — U L 0 O JI L O U X ry w l C:CD o r-- -0 U-) O (0 U o a N X of � L I O � (a O � N Cn LL -O X 0 w E OI Lu LO w o 0 U Co 0 X Q U m E X 0 z K ACF OUTLET 0 A ;T ACF INLET 2011 ACF DUCT 0 0 0 0 0 0 0� 0 0 0 0 0 -1 1 1 i ACF C 1 450 BEND, TYP m 0 0 0 0 0 0 3" DR 3 0� �0 V/ ABS I' 0 0 a 0 0 0 O 0 1 i 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 a 1'-01, 1'-10" � IACF DUCT 22.5° BEND, TYP DN ADD ALTERNATE #2 ID FAN ROOM SEE DWG M-7 1 1 ACF EL 18.81± E 21.31 EX GRADE EL 15:3'1±v%'i 7 X co i 20" ACF DUCT An SECTION SECTION SCALE: 3/8" = 1'-0" EL 32.52± ACF INLET EL 24.81± EEL 21.31± �-I 4 © ' ADD ALTERNATE #2 NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. 2. ECOREMEDY EQUIPMENT SHOWN AS EX PER CLARITY. REFER TO ECOREMEDY DESIGN FOR LAYOUT OF EQUIPMENT, EQUIPMENT SIZING, ANCHORING, AND CONNECTION LOCATIONS. CONSTRUCTION NOTES: Z 1O INSTALL ACF PER ACF MANUFACTURER REQUIREMENTS. 2O EQUIPMENT PAD PER STRUCTURAL. O3 ROUTING SHOWN IS SCHEMATIC. FIELD LOCATE AND ROUTE PER OWNER. NOT ALL FITTINGS ARE SHOWN FOR CLARITY. 4O CONNECT TO ACF DRAIN CONNECTION PER ACF MANUFACTURER REQUIREMENTS. ( PIPE / FLOOR PENETRATION PER DETAIL 2/M-17. O6 SUPPORT PIPE PER DETAIL 4/M-16. 07 INSTALL 3" BALL VALVE 36" FROM FLOOR. ADD ALTERNATE #2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER7, o f wASN� PLAN TO"- �w SCALE: 3/8" = 1'-0" \ IONAL ECG �,4Pti� BHC Consultants, Designed: G. Mockos, P.E. LLC Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-14 1601 Fifth Avenue, Suite 500 3/8" = 1'-0" Washington 98101 Sheet: 72 of 114 bh(AW Seattle, Seattle, 400 Drawn: S.Olsoe One Inch at Full Scale SOLIDS PROCESSING BUILDING AME E CO 206.505.3406 (fax) PLAN AND SECTION File: P20-10570_M-14 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS If Not One Inch www.bhcconsultants.com Checked: R. Dorn, P.E. Scale Accordingly Green Date: A rll 2021 No. Revision Date By App'd p COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ADD ALTERNATE #2 0 0 U) L U E m LO M LO LO O N 0 N 0 Q co 0 LO i �I � O o — o m N W � N U m O LL o N - (D .0)coo= o m U i � U ryU) 0- 0 0 a- 01 U ti W LO O T �I X o — ti N LO O � r U O O N -0 CO C 0 E of ti W LC) O O r U (n O m Xa) E — a) U m U ;' X EX EL 24.81± CONNECT TO' EX 6" WAT-610 SUCTION SECTION LA� SCALE: 3/8" = 1'-0" M-12 ISSUED FOR PERMIT 04-2021 GRM RAID No. Revision Date By App'd ADD ALTERNATE #13 bh(Ar CONSULTANTS WEST ELEVATION SCALE: 3/8" = 1'-0" M-14 NOTES: 1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES 2. ECOREMEDY EQUIPMENT SHOWN AS EX PER CLARITY REFER TO ECOREMEDY DESIGN FOR LAYOUT OF EQUIPMENT, EQUIPMENT SIZING, ANCHORING, AND CONNECTION LOCATIONS. BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: G. Mockos, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: 3/8" = 1'-01, One Inch at Full Scale If Not One Inch Scale Accordingly CONSTRUCTION NOTES: OSUPPORT PIPE PER DWG G-10. O2 INSTALL HACH SOLITAC SC SENSOR TSS METER. INSTALL SENSOR PER MANUFACTURER INSTRUCTIONS. INSTALL METER PER VERTICAL MOUNTING DETAIL BY MANUFACTURER. O3 INSTALL SC200 CONTROLLER ON ADJACENT WALL AT ELEVATION 8.50. 4O INSTALL BADGER MODMAG M2000 MAGNETIC FLOW METER PER MANUFACTURER INSTRUCTIONS AND DETAIL 1/M-19. 5 ) INSTALL CONTROLLER ON ADJACENT WALL AT ELEVATION 8.50. 6 ) AFC EQUIPMENT PAD PER STRUCTURAL. O7 INSTALL AND SUPPORT ACF DUCT PER DUCT MANUFACTURER REQUIREMENTS. DUCT SHALL NOT BE INSTALLED TO BUILDING EXTERIOR. O8 INSTALL CONDENSATE DRAIN PER DETAIL 1/M-16. O9 INSTALL ACF PER ACF MANUFACTURER REQUIREMENTS. 10 MINIMUM SLOPE 2% TOWARD CONDENSATE DRAIN. AME E CO Green . Clean . Sustainable TOP OF EX PARAPET LL 31.31 ADD ALTERNATE #13 ADD ALTERNATE #2 EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING ROOM SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE ,' ROBERI, �0�- of was�1�����C� ONALv �oti� Drawing: M-15 Sheet: 73 of 114 File: P20-10570_M-15 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED O 0 L 0 Q U E 0 0 N O N r_ O i Q Q 0 a_ oI Ln 0 0 N E m 0 a� 0 E o_ U 0 0 T cD 0 U O m ~I 0 rl- LO 0 0 N X ai m c a� LL X U) LU > / \ DUCT o EX 42" FA / \ 1 " BALL I VALVE I UP TO 6" 10" LONG CHANNEL DIAMETER UNISTRUT P1000 SS, LOCATE FA DUCT 1" THREADED NIPPLE \ / PIPE AT CHANGE OF DIRECTION 1" NPT THREADED ® AND 4'-0" OC MAX SPACING CONNECTION, LOCATE \\ LU AS SHOWN ON DWGS SST PIPE CLAMP a DESIGN, LOAD FLEXIBLE HOSE O GASKETED BLIND 400 POUNDS a z 3 BALL VALVE FLANGE ON EX DUCT FLANGE, MATCH BOLT a LOCATIONS TO EXISTING ° o CV a� --Er<4 1" PVC SUPPORT ON - 2 EACH, 1 /2" 0 SST ® ADJACENT WALL 3" DR EPDXY ANCHOR BOLT PER DETAIL 4/- PVC a . A ° ° . 4" MIN EMBED _ o a a ° 1" BALL VALVE NOTES: a 1. INSERTION DEPTH SHALL BE .. z HALF THE INSIDE DIAMETER o ROUTE TO SUMP M NOTE: � .� P-TRAP OF THE PIPE UNLESS NOTED N N ALONG WEST WALL, o OTHERWISE. SLOPE PIPE AT 2% MIN EX SLAB USE DOUBLE CHANNEL 3/8 SST MB W/ NUT " AS REQUIRED. AND 1/4" PL WASHER 2 REQ'D PER STRAP EX GROUND/SLAB FA TEST PORT FA DUCT BLIND FLANGE CONDENSATE DRAIN CONNECTION AND DRIP TRAP PIPE SUPPORT DETAIL DETAIL DETAIL DETAIL NTS TYP NTS TYP NTS TYP NTS TYP PRESSURE PROVIDE SMOOTH GAUGE//-7F TRANSITION AT CONCRETE NON -SHRINK R GROUT IONS a as 4,' CORE DRILLED HOLE BALL VALVE 1 1/2" MAX THROUGH EX WALL CS/SH CLEANOUT FRAME AND PRESSURE 1/2" MIN PE DISC PLUG WITH COVER, 10" DIA CLEAR ® SWITCH/ � CONNECTTO CO JOINT, PENING 4" PIPE AND ® TRANSMITTER EQUIPMENT PER SC 8IBLE 0 PVC,OLDED UNLESS SMALLER BALL VALVE } I I MANUFACTURERFOR MANUFACTURER SPECIFICATIONS NOTED OTHERWISE SEAL WITH SEALANT O AS REQUIRED 1" MIN DIA OR 1/4" DIA WITH ANNULAR PRESSURE 1" DR INDEPENDENT SUPOORT SENSOR ABS FOR TUBING AND VALVES ROUTE TO DRAIN - a NOTE: _ X EX SLAB N Q 1. VERTICAL PIPING TRANSITION TO HORIZONTAL CONNECTION Call 48 Hours TO BE FACILITATED BY TWO (2) PROVIDE 2-HOUR RATED FIRE 45 DEG BENDS, TYPICAL. Before You Dig NOTE: STOP SEALANT AND BACKING 2. CLEANOUT NOMINAL DIAMETER 1-800-424-5555 ROD OR TAPE ON OUTSIDE TO MATCH PIPING BEING UNDERGROUND SERVICE INSTRUMENT ASSEMBLY SHALL BE PROCESS PIPE WALLS, FIRE -RATED WALLS, SERVICED. INSTALLED UPRIGHT FOR EITHER AND WALL EXPOSED TO HORIZONTAL OR VERTICAL PIPING. EXPLOSIVE HAZARD AREA ROBERr °� of WA ABOVE GRADE WALL CHEMICAL PIPING STANDARD CLEANOUT w 6.) - PRESSURE SWITCH GAUGE PIPE PENETRATION EQUIPMENT CONNECTION o FRAME AND COVERCIO DETAIL r5� DETAIL DETAIL �7� DETAIL g8` w o� T�¢ti law NTS TYP NTS TYP NTS TYP NTS TYP ZONAL �Qtir BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-16 Sheet: 74 of 114 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101AMERESCO ( 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com NTS 0 Clean a Green ; Sustainable 4; 1 MECHANICAL DETAILS 1 OF 2 Drawn: S. Olsoe One Inch at Full Scale �1 If Not One Inch Scale Accordingly 9 y1 File: P20-10570_M-16 ISSUED FOR PERMIT 04-2021 GRM RAD Checked: R. Dorn, P.E. Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 0 0 Q U E N N 0 N 0 N ti 0 Q Q 0 a_ of Ln 0 r O N a_ 6 E m 0 LL L E o_ 0 0 0 0 T O s_ 0 0 O m of ti LO 0 0 N X E 0 rl- LO 0 0 N X ai CU c a) E X BRAIDED GROUND STRAP PROVIDED WITH FLOW METER, SECURE AT FLANGES WITH INTERNAL TOOTH LOCK WASHERS, AND 316 SST BOLTS METER FLANGES PRE -DRILLED WROUGHT PIPE AT NEW SLAB CLAMP AS REQ'D INSTALL SLEEVE #8 AWG TO NOTE: PRIOR TO CONC DI WALL PIPE SILICONE CAULK GROUND, PLACEMENT SEE NOTE 1 1. CONNECTION TO ° ° METAL BACKING GROUND REQUIRED V ROD GROUNDING GROU GROUBUSHING GROUND RING PROVIDED FOR NON-FERROUS NEW AND EX - WITH FLOW METER PIPING ONLY. INTERIOR SIDE CONCRETE PIPE SLEEVE MIN AT SLAB PIPE = D + 1" BOTH ENDS OF CONDUIT GROUNDING RIGID CONDUIT RING LU a ZA a a GROUNDING STRAP Q ° 4 °: 4 TO METER FLANGE d d d• NUT BOLT 211 � MAX EX 0 © SLAB AT EXISTING SLABS, PROVIDE CORE W/ 450 BEVEL, E PROVIDE EARTH SIDE SEE DETAIL 3/- FOR APPROX 45° REQUIREMENTS JOINT AT SLAB APPLICATIONS INTERNAL TOOTH TO GROUND, LOCK WASHER SEE NOTE 1 MAGNETIC FLOW METER PIPE/FLOOR PENETRATION PIPE/FLOOR PENETRATION FOR INSTALLATION FOR EXTERIOR SLABS INTERIOR EXISTING SLABS DETAIL Lj� DETAIL J2� DETAIL Lj� NTS TYP NTS TYP NTS TYP POLYURETHANE SEALANT, 2 PART PIPE PASSING CONCRETE WALL COMPOUND, MIN THROUGH SLAB DRY SIDE OF OR SLAB THICKNESS 1/2" OR 1/2 WALL OR SLAB EARTH OR SUBMERGED WIDTH WHERE WIDTH DRYPACK MODULAR ° a SIDE OF WALL OR SLAB WRAP PIPE WITH 1/2" EXCEEDS 1" CONCRETE MORTAR MECHANICAL a POLYURETHANE FINISHED FLOOR ZURN FLOOR CLOSED -CELL CONCRETE EXPANSION TOS SEAL DRAIN Z-550, EX CONCRETE a • SEALANT 2 PART � SIZE AS JOINT FOAM STACK SLAB COMPOUND, MIN REQUIRED WRAPS AND TAPE SEAM THICKNESS 1/2" OR 1/2 AS REQUIRED, PROVIDE WIDTH WHERE WIDTH FULL CONCRETE DEPTH PACKED OAKUM EXCEEDS 1" INTERIOR SIDE COVERAGE a a a a BOLTS, NUTS, a o . ° WASHERS, SHALL BE TIGHTEN BOLTS STAINLESS STEEL FROM DRY SIDE PIPE PASSING e, > a<. a e dn•. < : OF WALL ° THROUGH WALL/SLAB..A d a..<. CORE DRILLED HOLE DRYPACK EARTH SIDE GALVANIZED DECK I CORE DRILLED HOLE AS REQ'D BY SEAL CONCRETE MORTAR DRAIN PIPE MODULAR AS REQ'D BY SEAL MANUFACTURER MECHANICAL MANUFACTURER PACKED OAKUM BOLTS, NUTS, SEAL WASHERS, SHALL BE Call 48 Hours STAINLESS STEEL Before You Dig 1-800-424-5555 UNDERGROUND SERVICE SLAB AND SUBMERGED/BELOW GRADE �R°BERT °V WASll", SLAB AND SUBMERGED/BELOW GRADE FLOOR DRAIN SLAB ON GROUND WALL PENETRATION .. 04 W/ THICKNESS <12 WALL PENETRATION W/ THICKNESS <12" PENETRATION � W DETAIL 5 DETAIL �g� DETAIL 7 `�-g DETAIL 4 NTS 48 �° � TYP NTS TYP NTS TYP TERM l�ww TYP ZONAL � Doti I' BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: M-17 Sheet: 75 of 114 bh(jo 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) NTS AME E COM ° ECHAN I CAL 2 OF DETAILS 2 Drawn: S. Olsoe One Inch at Full Scale r B. i 1 File: P20-10570 M-17 - ISSUED FOR PERMIT 04-2021 GRM RAD CONSULTANTS www.bhcconsultants.com Checked: R. Dorn, P.E. f Not One Inch Scale Accordingly4 Green . Clean • Sustainable p, Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 70 0 Q U E 0 N co 0 0 N 0 N �o 0 0- Q L o E o I — L 0 0 r L I o N U .. 0 (— E o c 0 O U 0 iL 2: M 0 E L O aI W o rl- U LO O o O1 L o a_ N X ~ m CDf ti -0 Ln C o O - O W N N X o N E o M 0 iL M X GENERAL ABBREVIATIONS GENERAL LEGEND GENERAL CONSTRUCTION NOTES ADDN ADDITION, ADDITIONAL MAX MAXIMUM DMPR DAMPER 1. PLANS ARE DIAGRAMMATIC AND DO NOT SHOW ALL BRANCHES, VALVES, AFF ABOVE FINISHED FLOOR MBH THOUSAND BRITISH THERMAL UNITS PER DB DRY BULB TEMPERATURE(OF) _NORTH NORTH ARROW SPECIALTIES AND EQUIPMENT. APPROX APPROXIMATELY HOUR 2. ALL PIPING, VALVES AND EQUIPMENT ARE TO BE REMOVED IN DEMOLITION AREAS. ARCH ARCHITECT MECH MECHANICAL; MECHANICAL CONTRACTOR EA EXHAUST AIR 7 DETAIL/DRAWING REFERENCE 3. VALVES INDICATED FOR SHUT-OFF ISOLATION ARE SHOWN IN APPROXIMATE AUX AUXILIARY EAT ENTERING AIR TEMPERATURE H_p LOCATIONS. REFER TO REFERENCED BLDG. DRAWINGS FOR DETAILED SYSTEMS. MFR MANUFACTURER EF EXHAUST FAN 4. FIELD VERIFY EXACT LOCATIONS VALVES, EQUIPMENT AND PIPING. BLDG BUILDING MIN MINIMUM; MINUTE EG EXHAUST GRILLE 5. CONTRACTOR TO VERIFY SYSTEM SHUT DOWN PRIOR TO ANY REMOVAL WORK. BTU BRITISH THERMAL UNIT MISC MISCELLANEOUS EXH EXHAUST YA41% 6. CONTRACTOR TO RE -OPEN VALVES AFTER COMPLETION OF REMOVAL, CAP, & CUT BTUH BRITISH THERMAL UNITS PER HOUR H p SECTION REFERENCE TO RESTORE SYSTEM OPERATION WHERE REQUIRED. N NORTH FA FACE AREA 7. SYSTEM SHUT DOWN REMOVAL, CUT & CAP SHALL ONLY BEGIN AFTER NEW, COND CONDENSATE NA NOT APPLICABLE FC FAN COIL; FORWARD CURVED RE-ROUTED SYSTEM IS IN PLACE FOR SERVICE CONTINUITY WHERE REQUIRED. NC NORMALLY CLOSED FCU FAN COIL UNIT O CONSTRUCTION NOTE 8. ALL SYSTEMS SHALL BE DRAINED AND DISPOSAL OF FLUIDS HANDLED AS REQUIRED CONN CONNECT; CONNECTION NO NORMALLY OPEN; NUMBER FF FINAL FILTER PER OWNER'S STANDARDS. CONST CONSTRUCTION NTS NOT TO SCALE FPM FEET PER MINUTE A REVISION SYMBOL 9. MECHANICAL DRAWINGS SHOW DISCONNECT AND RECONNECT POINTS AT THE CONT CONTINUOUS; CONTINUATION FV FACE VELOCITY PROJECT'S BOUNDARIES. AN ATTEMPT WAS MADE TO SHOW MAJOR MECHANICAL COORD COORDINATE OC ON CENTER UTILITY WORK WITHIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR IS OD OUTSIDE DIAMETER; OVERALL DIMENSION GALV GALVANIZED POINT OF CONNECTION RESPONSIBLE FOR REMOVAL/DISPOSAL OF ALL MECHANICAL WORK WITHIN THE DEG DEGREE GR GRILLE PROJECT'S BOUNDARY. DIA DIAMETER PD PRESSURE DROP BOLD LINE WEIGHT INDICATES NEW WORK 10. DO NOT PENETRATE STRUCTURAL STEEL TO ROUTE SHOWN PIPING AND DIM DIMENSION PH PHASE HC HEATING COIL DUCTWORK. DISCH DISCHARGE POC POINT OF CONNECTION HTG HEATING DN DOWN PRELIM PRELIMINARY HV HEAT AND VENT UNIT LIGHT LINE WEIGHT INDICATES EXISTING WORK DR DRAIN PS PRESSURE SWITCH HHWR HEATING WATER RETURN SLASHED LINE INDICATES EXISTING WORK TO WASHINGTON ENERGY CODE NOTES DWG DRAWING PSI POUNDS PER SQUARE INCH HHWS HEATING WATER SUPPLY BE DEMOLISHED PSIG POUNDS PER SQUARE INCH GAGE 1. BALANCE ALL HVAC SYSTEMS IN ACCORDANCE WITH THE WASHINGTON STATE EA EACH PT PRESSURE/TEMPERATURE TAP IMC INTERNATIONAL MECHANICAL CODE ENERGY CODE 2018 EDITION, GENERALLY ACCEPTED ENGINEERING STANDARDS AND EFF EFFICIENCY IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SEE SPECIFICATION SECTION 23 ELEV ELEVATION; ELEVATOR QTY QUANTITY LAT LEAVING AIR TEMPERATURE HVAC DUCTWORK LEGEND 05 93 AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS. ENT ENTERING EQ EQUAL REF REFERENCE MA MIXED AIR SINGLE LINE DUCTWORK INDICATES VIEW 2. ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER 2018 IMC AND 2018 WSEC EQUIP EQUIPMENT REQD REQUIRED DIMENSION LESS THAN 12 INCHES SECTION C403.10.2. EX, (E) EXISTING RET RETURN NPSH NET POSITIVE SUCTION HEAD EXP EXPOSED RM ROOM 4. ALL DUCTWORK IS LOW PRESSURE DUCTWORK. EXPL EXPLOSION RPM REVOLUTIONS PER MINUTE OA OUTSIDE AIR 1 0 OAT OUTSIDE AIR TEMPERATURE SUPPLY OR EXHAUST TAKEOFF 5. EACH SUPPLY AIR AND EXHAUST OUTLET SHALL BE EQUIPPED WITH MEANS FOR AIR F FAHRENHEIT S SOUTH OBD OPPOSED BLADE DAMPER BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 6 OF THE 2015 FLEX FLEXIBLE SCHED SCHEDULE ODP OPEN DRIPPROOF SUPPLY DUCT TURNING TOWARD IMC (SECTION C408.2.2.1 OF 2018 WSEC) FLR FLOOR SECT SECTION OSA OUTSIDE AIR FP FIRE PROTECTION; FREEZE PROTEC-BIDN SQUARE FEET SUPPLY DUCT TURNING AWAY FT FEET; FOOT; FEET OF WATER(PRESSPHT SHEET PLC PROGRAMMABLE LOGIC CONTROLLER DRAWING INDEX SOL SOLENOID EXHAUST DUCT TURNING TOWARD GA GAGE; GAUGE SPEC SPECIFICATION RA RETURN AIR H-0 HVAC LEGEND, ABBREVIATIONS, AND GENERAL NOTES GAL GALLON SPECD SPECIFIED RG RETURN GRILLE EXHAUST DUCT TURNING AWAY HD-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC DEMOLITION PLAN GC GENERAL CONTRACTOR SQ SQUARE HD-2 SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC DEMOLITION PLAN GEN GENERAL STD STANDARD S SUPPLY �O ROUND DUCT TURNING TOWARD H-1 SOLIDS PROCESSING BUILDING BASEMENT HVAC PLAN GPM GALLONS PER MINUTE STRUCT STRUCTURAL ENGINEER SP STATIC PRESSURE H-2 SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC PLAN SA SUPPLY AIR; SOUND ATTENUATOR �� �� ROUND DUCT TURNING AWAY H-3 SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC PLAN H HEIGHT; HIGH SF SUPPLY FAN H-4 SOLIDS PROCESSING BUILDING ROOF HVAC PLAN HP HORSE POWER TD TEMPERATURE DIFFERENTIAL SG SUPPLY GRILLE TRANSITION HR HOUR TEMP TEMPERATURE SR SUPPLY REGISTER H-5 STANDARD SEQUENCE OF OPERATIONS, AND POINTS LIST HZ HERTZ THRU THROUGH MD El MD H-6 HVAC SECTIONS TYP TYPICAL T, TSTAT THERMOSTAT MOTORIZED DAMPER H-7 HVAC SCHEDULES IBC INTERNATIONAL BUILDING CODE VD VD P-0 PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL NOTES IFC INTERNATIONAL FIRE CODE UTIL UTILITY UH UNIT HEATER Fc#�� VOLUME DAMPER IMC INTERNATIONAL MECHANICAL CODE UV UNIT VENTILATOR BBD BBD PD-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING DEMOLITION PLAN IN INCH V VOLT �--�� BACKDRAFT DAMPER PD-2 HEADWORKS AREA PLUMBING DEMOLITION PLAN INSUL INSULATE; INSULATION VAR VARIABLE VAV VARIABLE AIR VOLUME P-1 SOLIDS PROCESSING BUILDING BASEMENT PLUMBING PLAN VEL VELOCITY VSD VARIABLE SPEED DRIVE l FD FD FIRE DAMPER P-2 SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING PLAN KW KILOWATT VERT VERTICAL VENT VENTILATE; VENTILATION P-3 SOLIDS PROCESSING BUILDING SHOP FLOOR PLUMBING PLAN KWH KILOWATT HOUR VOL VOLUME VD VOLUME DAMPER FLEXIBLE CONNECTION P-4 ODOR CONTROL SYSTEM AREA PLUMBING PLAN P-5 HEADWORKS AREA PLUMBING PLAN L LENGTH; LONG (DIM) W WATER; WIDE(DIM)-1 WATT WG WALL GRILLE; WATER GAGE TV TURNING VANES P-6 PLUMBING DETAILS LB POUND W/ WITH WSEC WASHINGTON STATE ENERGY CODE 1 W P-7 PLUMBING SCHEDULE LBS/HR POUNDS PER HOUR W/O WITHOUT WB WET BULB TEMPERATURE(°F) LF LINEAL FEET WT WEIGHT ® SUPPLY DIFFUSER F-0 FIRE PROTECTION LEGEND, ABBREVIATIONS, AND GENERAL NOTES LO LOW F-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR FIRE PROTECTION PLAN LTG LIGHTING YD YARD RETURN GRILLE F-2 SOLIDS PROCESSING BUILDING SHOP FLOOR FIRE PROTECTION PLAN YR YEAR HVAC ABBREVIATIONS AL ACOUSTIC LINED; ALUMINUM ® EXHAUST GRILLE F-3 FIRE PROTECTION DETAILS AC AIR CONDITIONING AD AUTOMATIC DAMPER TQ TEMPERATURE SENSOR / THERMOSTAT AHU AIR HANDLING UNIT AHU 1 EQUIPMENT TAG BDD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER C CONDENSATE; COMMON Call 48 Hours CFM CUBIC FEET PER MINUTE Before You Dig CG CEILING GRILLE COND CONDENSATE 1-800-424-5555 CV CONSTANT VOLUME UNDERGROUND SERVICE bhc. CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 SJB KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com SI ENGINEERS Seattle // Spokane // Baltimore Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: 3/16"=1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4 0 EDMONDS WWTP CARBON RECOVERY HVAC LEGEND, ABBREVIATIONS, AND GENERAL NOTES 04.07.2021 SIGNED Drawing: H-0 Sheet: 76 of 114 File: P20-10570_H-0 Date: April2021 NOTES L cu L p LL Uaa) L Q ) � U N O M O O Ln p U O N O — N 7 M o p L - Q E Q O ^^L LL O ^OLO LL p p � — LO ry, o 00 N rl- a_ L0 0 E X co C- Q L L O J p � d L r..L O X w m rl- U LO O O a_ N d X ~ m of LO � O O -0 O W N N X o a- N E CDM Co X bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 SJB KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC DEMOLITION PLAN Lj� SCALE: 3/16" = 1'-0" HD-1 40 S I ENGINEERS Seattle // Spokane // Baltimore Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: 3/16" = 1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly 0 4 8 12 Scale: 3116" = 1 '-0" AMERE CO Green . Glean . sustainable 1. ONLY EXISTING DUCTWORK, PIPING EQUIPMENT RELEVANT TO THE PROJECT ARE SHOWN. ALL OTHERS TO REMAIN AS -IS. REMOVAL NOTES GO REMOVE EXISTING FAN AND FIRE DAMPER. PATCH WALL. PATCH WALL PENETRATION PER STRUCTURAL. GO REMOVE DUCTWORK AND DIFFUSERS IN HATCHED AREA. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC DEMOLITION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: HD-1 Sheet: 77 of 114 File: P18-10570_HD-3 Date: April2021 NOTES L E fy W Q O U _ E n � Ln U co O o 73 CD7 o N O co N o ^- - LL a I Q o ti C) o n3 0 O N X N r-) of of r- r-- Lo Ln 0 0 o XI N _ a O iv E Mo m �I LL � I L L H O X wl m o rl- U LO O o O1 L o a_ N a_ X ~ m CDf ti -0 Ln C O O - O W N N X o N E o M 00 C: iL L X 0 Z S EXISTING 28x28 DN ISSUED FOR PERMIT No. I Revision @MECHANICAL INCINERATOR ROOM �T1\ CF-642 EXISTING 34x34 04-2021 SJB KMC Date By App'c EXISTING 10'x3'x6'H SS EXJkIAUST-_ PLENUM UP THRU ROOF- bhc. MCC CF-640 I I EXISTING 42x42 C F-641 CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com z 0 0 IC-662 EXISTING FUME HOOD TO REMAIN SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC DEMOLITION PLAN SCALE: 3/16" = 1'-0" HD-2 S I ENGINEERS Seattle // Spokane // Baltimore Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: 3/16"=1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly CHEMICAL FEED SOLIDS PROCESS BUILDING MAINTENANCE / OFFICE 0 4 8 12 Scale. 3116" = 1'-0" 1. ONLY EXISTING DUCTWORK, PIPING EQUIPMENT RELEVANT TO THE PROJECT ARE SHOWN. ALL OTHERS TO REMAIN AS -IS. REMOVAL NOTES 1O REMOVE PLENUM AND DUCT WORK IN HATCHED AREA. PATCH ROOF PENETRATION PER ARCHITECT. OREMOVE FAN AND DUCT WORK IN HATCHED AREA, REMOVE VERTICAL DUCT SECTION TO EXISTING GROUND FLOOR WALKWAY. '� O REMOVE EXISTING 10 KW ELECTRIC UNIT CHEMICAL HEATER AND ASSOCIATED THERMOSTAT. STORAGE OEXISTING LOUVER AND INSECT SCREEN TO REMAIN IN PLACE. REMOVE EXISTING CONTROL DAMPERS AND ASSOCIATED ACTUATORS. REMOVE ALL PIPING, EQUIPMENT, DUCTWORK, I FLUES, AND APPURTENANCES ASSOCIATED WITH THE INCINERATOR BACK TO MAIN OR LAST ACTIVE BRANCH. CAP AT MAIN OR LAST ACTIVE BRANCH. OREMOVE EXISTING MOTORIZED DAMPER, ACTUATOR, AND ASSOCIATED WIRING. c DUCT/OPENING TO REMAIN AS -IS. C 7O REMOVE GRILLE, DUCTWORK AND MOTORIZED DAMPER IN HATCHED AREA. SAVE FOR REUSE. STORAGE AME E CO Green •Clean •Sustainable 4 0 DI0 `� 8O REMOVE INLET GRILLE AND DUCTWORK IN HATCHED AREA. PATCH WALL PENETRATION PER STRUCTURAL. O9 REMOVE DUCTWORK IN HATCHED AREA. PATCH WALL PENETRATION PER STRUCTURAL. 10 COORDINATE DOWN TIME FOR WELDING HOOD WITH OWNER AT LEAST 7 DAYS IN ADVANCE. WELDING HOOD SHALL BE OPERATIONAL AND SHALL EXHAUST OUTSIDE DURING CONSTRUCTION. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC DEMOLITION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: HD-2 Sheet: 78 of 114 File: P18-10570_HD-4 Date: April2021 E ry T U 0 O U O L (0 E a) IL O I 0 0 N X Q O 0 I ai ti c LO o 0 N m X N _ � O UO U E U C' L N U) M Q- o OL Lii O II N ti O u7 N CO O O X Q — Q � a� C5 m 0 E o 07 _ a w Q _2 OI aI r� O �ti o LO O o, N N a X E � Co LL cn m •� m � I L ❑ L Y L.L O X wl m ti U LO N o d X � m of U ti Ln O CD - O W N X N — O C LL 10 ISSUED FOR PERMIT No. I Revision d a F d a 10x1 a e a d � d e d a ° d • I a SD-1 A. 300 CFM A. • 8' A.F.F TYP. 10 I I a 10x16 10x20 UP 12x8, UP TYP.10- 1� 8X12 ■■ ■■ O b h J CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 SJB KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Date By App'd Seattle, Washington 98101 www.bhcconsultants.com I I I I \ I I I 1 Em—W140111 SOLIDS PROCESSING BUILDING BASEMENT HVAC PLAN SCALE: 1/4" = 1'-0" H-1 • S I ENGINEERS Seattle // Spc+kane // Baltimme Cam' Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick OF, Scale 1/4" = 1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly d 0 4 8 Scale: 114" = 1'-0" AM RE CO Green Clean •Sustainable 4 0 CONSTRUCTION NOTES OINSTALL DUCTWORK 10' ABOVE FINISHED FLOOR. O INSTALL CLASS 2 DIV 2 RATED TEMPERATURE SENSOR 5' A.F.F. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING BASEMENT HVAC PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: H-1 Sheet: 79 of 114 File: P20-10570_H-1 Date: April2021 CONSTRUCTION NOTES M E ALL/ LL L U 0 Cn O Y U O c E c o '> U U 7 L L � VJ a p Q 0- I U o E Lo a C) m . o CO N O X Lr> — O N Cn O 00 N E C9 a O L W a Q O 21 O O Ln ^— O LL � N O = X I — o p r- — LO ry C) U 0 0 N Il- a_ u7 0 6 E X (D� L O J p � L H O X W m ti U LO 0 a_ N a_ X �m CDf ti Ln � O O - O W N N X o N E o M 00 iL 1 I ISSUED FOR PERMIT 1 04-2021 1 SJB I KMC ic R I No. I Revision Date I B b h , .ir CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com S I ENGINEERS Seattle // Spokane // Baltimore SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC PLAN SCALE: 3/16" = 1'-0" H-2 Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: 3/16" = 1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly 0 4 8 12 Scale. 3116" = 1'-0" AME E CO Green o Clean • Sustainable 1O INSULATE HEAT EXCHANGER AND ASSOCIATED U-SHAPED DUCT WITH 3" OF FIBERGLASS BAT WITH ALUMINUM JACKET. CONTRACTOR TO COORDINATE WITH ECOREMEDY BEFORE INSTALLING INSULATION. OINSULATE SCRUBBER WITH 3" OF FIBERGLASS BAT WITH ALUMINUM JACKET. CONTRACTOR TO COORDINATE WITH ECOREMEDY BEFORE INSTALLING INSULATION. O3 INSULATE CYCLONE AND PRODUCT COLLECTOR WITH 3" OF FIBERGLASS BAT WITH ALUMINUM JACKET. CONTRACTOR TO COORDINATE WITH ECOREMEDY BEFORE INSTALLING INSULATION. OINSTALL DUCTWORK AS HIGH AS POSSIBLE AGAINST SLAB. O INSTALL BOTTOM OF DUCT 18'-6" ABOVE FINISHED FLOOR. OINSTALL BACKDRAFT DAMPER. GREENECK MODEL WD-400 OR EQUAL. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING FLOOR HVAC PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: H-2 Sheet: 80 of 114 File: P20-10570_H-2 Date: April2021 L E 0 n fy U 0 0 U O 0 n3 0 Q CI •o n3 n LL X w of LO O 0 N X E .0 L 0- O I r- u7 O 0 N X E 0 0 U 7 Q O r- I ti LO 0 0 N X a Q) P U U) 0- 0 ^L LL I r- LO 0 0 N X Q O U) c n3 LL 0- 0 n OI LO O I N 0 X �o ry U o LO E o � I o X U O � O (n I N 0 CN O �I O �O L u7 Q Q I 00 io X 0 0 _ C/) of Q 0 L Lo 0- O of or-- N LO 0_ O i E X L � I L L 7 LL O X wl m o r- U LO O O 00 X n _ ~ m of U ti LO O CD '0 O W N x N — O N E O M 00 C: N X 0 Z ►I I I 14X20 11 SUPPLY, DN r I, 40x40 t EXHAUST, DN BDD EG-2 1,250 CFM 8' A.F.F ID FAN EF 3 T 6 B D D TG-1 1,250 CFM 72x36 EXHAUST, UP 0 F 22" 0 Tr L 3 i�5 �rrr ■ SF SOLIDS 1 HANIDLIN RC 07I M a ------ ------ :■ b h J CONSULTANTS ISSUED FOR PERMIT 04-2021 SJB KMC BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By Appld Seattle, Washington 98101 www.bhcconsultants.com E:1 I I 1 EF 2 • S I ENGINEERS Seattle // Spokane // Baltimore PLC / GYM SHOP III O III --III--------- ------------ - — — — — — — — — — > i I I I I II I I II I I I I I I II I _ _ _ _ _ - - - - - = MAINTENANCE / STOF�4GE I I �u OFFICE I I jl L — — — — — — — — II II ------ U __-------------A_4_-- T %� SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC PLAN SCALE: 3/16" = 1'-0" H-3 Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: 3/16"=1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly 0 4 8 12 Scale: 3116" = 1'-0" AME E CO Green •Clean •Sustainable 4 ° I CONSTRUCTION NOTES 1O CONNECT DUCTWORK TO EXISTING, ROUTE DUCT TO ROOF HOOD. 2O INSTALL 14X14 GRAVITY BACKDRAFT DAMPER GREENHECK MODEL WD-100 OR EQUAL. 3O REINSTALL EXISTING DUCTWORK, GRILLE, AND MOTORIZED DAMPER. RELOCATE DUCT SUPPORTS AS NECESSARY. 4O INSTALL 30x24 LOUVER WITH GRAVITY BACKDRAFT DAMPER AND INSECT SCREEN IN EXISTING OPENING. LOUVER TO BE GREENHECK MODEL ESD-435 OR EQUAL. BACKDRAFT DAMPER TO BE GREENHECK MODEL WD-400 OR EQUAL. FILL THE REST OF THE EXISTING 42" ROUND OPENING WITH SHEET METAL ON BOTH SIDES OF THE WALL. OINFILL EXISTING 42" 0 OPENING. SEE STRUCTURAL DRAWINGS FOR DETAILS. OINSTALL CLASS 2 DIV 2 RATED TEMPERATURE SENSOR 5' AFF. 7O INSTALL 24x24 RELIEF BACKDRAFT DAMPER GREENHECK MODEL BR-30 OR EQUAL. 8O INSTALL VFD 5' AFF. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SHOP FLOOR HVAC PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: H-3 Sheet: 81 Of 114 File: P20-10570_H-3 Date: April2021 70 L Q U E a lt 0 It 0 0 N O N cfl O L 0- 0- M E 2 n I — o fy L o N r L I o N O .. 0 E O �0 O O O LL2: M 0 0 �E L O aI m o ti U LO O O O1 L Q a_ N X ~ m CDf ti -0 Ln C O O - O W N N X o N E o M 00 C: m M X EX 5'-0"x5'-0" SKYLIGHT ROOF HOOD, SEE ARCHITECTURAL DRAWINGS, TYP. EX 4'-0" X 16'-0" EXHAUST PLENUM WITH 2" ALUMINUM GRATING INFILLED 3'X10' EXHAUST PLENUM bhc. CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 SJB KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com EX 4'-0"x4'-0" SKYLIGHT (TYP) EX 3'-0"x6'-0" SKYLIGHT (TYP) SOLIDS PROCESSING BUILDING ROOF HVAC PLAN SCALE: 3/16" = 1'-0" H-4 S I ENGINEERS Seattle // Spokane // Baltimore Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick 0 4 8 12 Scale. 3116" = 1'-0" Scale 3/16"=1'-0" One Inch At Full Scale AME E CO N. IfNot One Scale Accordingly Green o Clean • Sustainable EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING ROOF HVAC PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: H-4 Sheet: 82 of 114 File: P20-10570_H-4 Date: April2021 SEQUENCE OF OPERATION o .E L0 a = o I ti o Ln o L 0 0 � N o X N^ — LL L iv EE M_ CM L- _ry N W �) � U 0 co O Xf m U O U O O � a_ (0 a ~ m of Ln O O - O W N N X o N E o n3 LL 1. SOLIDS HANDLING ROOM THE PLC SYSTEM SHALL START/STOP THE SOLIDS HANDLING ROOM EXHAUST FAN EF-2 BASED UPON OCCUPANCY SCHEDULE. PROOF OF RUN STATUS SHALL BE MONITORED BY THE PLC SYSTEM WITH A CURRENT SENSOR. ANNUNCIATE ALARMS AT THE PLC FRONT END COMPUTER WHEN FAN FAILS TO START WHEN COMMANDED. 2. GASIFICATION ROOM GASIFICATION ROOM EXHAUST FAN EF-1 SHALL RUN CONTINUOUSLY AND WILL MODULATE BASED ON TEMPERATURE. TEMPERATURE SETPOINT SHALL BE 75F (ADJUSTABLE). PROOF OF RUN STATUS SHALL BE MONITORED BY THE PLC SYSTEM WITH A CURRENT SENSOR. SF-1 SHALL BE INTERLOCKED WITH EF-1 AND OPERATE CONTINUOUSLY AT CONSTANT VOLUME. PROOF OF RUN STATUS SHALL BE MONITORED BY THE PLC SYSTEM WITH A CURRENT SENSOR. ANNUNCIATE ALARMS AT THE PLC FRONT END COMPUTER WHEN FANS FAIL TO START WHEN COMMANDED OR WHEN ROOM TEMPERATURE REACHES 10OF ABOVE SET POINT. 3. ID FAN ROOM EF-3 SHALL START WHEN ROOM TEMPERATURE REACHES 90OF AND TURN OFF WHEN ROOM TEMPERATURE REACHES 70OF (ADJUSTABLE). PROOF OF RUN STATUS SHALL BE MONITORED BY THE PLC SYSTEM WITH A CURRENT SENSOR. ANNUNCIATE ALARMS AT THE PLC FRONT END COMPUTER WHEN FAN FAILS TO START WHEN COMMANDED OR WHEN ROOM TEMPERATURE REACHES 20OF ABOVE SET POINT. 4. FUME HOOD IN SHOP NEW EXHAUST MOTORIZED DAMPER SHALL BE OPEN WHEN FAN IS ON AND CLOSED WHEN FAN IS OFF. POINTS LIST: DESCRIPTION DI Al DO AO VP REMARKS EF-1 FAN ENABLE 1 FAN STATUS 1 CURRENT SENSOR FAN SPEED 1 ROOM AIR TEMPERATURE 1 SF-1 FAN ENABLE 1 FAN STATUS 1 CURRENT SENSOR EF-2 FAN ENABLE 1 FAN STATUS 1 CURRENT SENSOR EF-3 FAN ENABLE 1 FAN STATUS 1 CURRENT SENSOR ROOM AIR TEMPERATURE 1 SHOP FUME HOOD MOTORIZED DAMPER 1 1 I ISSUED FOR PERMIT 1 04-2021 1 SJB I KMC ic R I No. I Revision Date I B b h , �/ CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com EEF 2 EG-1 1,430 CF TYP. 14 SD-1 300 CFM 8' A.F.F TYP. 10 S I ENGINEERS Seattle // Spokane // Baltimore SYSTEM DIAGRAM Lf�� SCALE: NONE H-5 Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: NONE One Inch At Full Scale If Not One Inch Scale Accordingly SLAB OPENING (STAIRS) EXISTING INTAKE LOUVER UP TO 17,000 CFM (NOT INCLUDING PROCESS) AME E CO Green o Clean • Sustainable EDMONDS WWTP CARBON RECOVERY STANDARD SEQUENCE OF OPERATIONS, AND POINT LIST Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: H-5 Sheet: 83 of 114 File: P20-10570 H-5 Date: April2021 a) c L U E a O LO 0 N O N c9 O L O L a N O E a Orl- _ M d' O O N O L N a U 0 E — c C Y O U jl O E o d °0 O' U � N OLn �0 a O a N X �I o r— c LO O O E - o W N x N — O N E CD CO LL X :ID PX 4" HOUSEKEEPING PAD ISSUED FOR PERMIT No. I Revision 72X36 TO RH-3 SEE ARCH. DRAWINGS FOR DETAILS 72X36 TO RH-2 SEE ARCH. DRAWINGS FOR DETAILS 1) (2 /SF 1 I F'-A4 �a \ SECTION LA� SCALE: 1/4" = 1'-0" H-3 46x38 EXHAUST 42x38 EXHAUST 22" O 40x40 EXHAUST bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 SJB KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Date By App'd Seattle, Washington 98101 www.bhcconsultants.com C99 CONSTRUCTION NOTES 1O INSTALL GRAVITY BACKDRAFT DAMPER GREENHECK MODEL WD-410 OR EQUAL. 2O INSTALL BACKDRAFT DAMPER GREENHECK MODEL WD-100 OR EQUAL. • S I ENGINEERS Seattle // Spokane // Baltimore Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: NONE One Inch At Full Scale If Not One Inch Scale Accordingly AME E CO Green • Clean •Sustainable 4 0 EDMONDS WWTP CARBON RECOVERY HVAC SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: H-6 Sheet: 84 of 114 File: P20-10570 H-6 Date: April2021 a- M _ n I — o ry LO N O m r L I O N U a o E o c O U O E73 Co 0 E L T) O L M� a W O rl- U Lf) O O O >_ O a_ N d X ~ m of Ln O O -0 O W N N X O iv N E O co CO LL L X FAN SCHEDULE CALLOUT FAN MAX BASIS OF DESIGN MAX INLET OUTLET E.S.P MOTOR ELECTRICAL SOUND SOUND OPERATING DRIVE (IN WC) LEVEL LEVEL WEIGHT TYPE MARK LOCATION FAN TYPE SERVICE CFM TYPE [l] RPM SPEED HP BHP V HZ O FEI [3] (DBA) (DBA) (LBS) MANUFACTURER MODEL NOTES EF 1 SOLIDS UTILITY SET GASIFICATION ROOM 20,000 BELT 1.00 773 1,725 10 8.32 460 60 3 1.19 76 79 1,321 GREENHECK USF-36 [2][4][5][6][7][9] HANDLING RM SF 1 SOLIDS MIXED FLOW GASIFICATION ROOM 3,000 BELT 0.65 1,490 1,725 1 0.77 460 60 3 1.48 61 64 227 GREENHECK QEI-15 [2][5][7] HANDLING RM EF 2 OUTDOORS UPBLAST SOLIDS HANDLING 250 BELT 0.25 805 1,725 1/4 0.04 115 60 1 N/A 45 - 119 GREENHECK CUBE-099-4 [2][5][7][8][91 CENTRIFUGAL ROOM EF 3 OUTDOORS UPBLAST ID FAN ROOM 1,250 BELT 0.25 1,595 1,725 1/4 0.24 115 60 1 N/A 62 - 117 GREENHECK CUBE-100-4 [2][5][7][8][9] CENTRIFUGAL SCHEDULE NOTES: [1] STATIC PRESSURE EXTERNAL TO FAN. [2] PROVIDE WITH EXPLOSION PROOF MOTOR [3] FEI: FAN EFFICIENCY INDEX [4] WHEEL TYPE: BI - ARRANGEMENT: 10 - CLASS: 0 - ROTATION: CW - DISCHARGE POSITION [5] SPARK B CONSTRUCTION [6] PROVIDE WITH VFD EATON MODEL HMX01434NAB5M1 OR EQUAL [7] PROVIDE WITH INITIAL SET OF SHEAVES FOR FAN TO MEET CONDITIONS AS SCHEDULED [8] PROVIDE WITH CURB GREENHECK MODEL GPF [9] FAN TO BE CONFIGURED FOR WALL -MOUNTED APPLICATION FOLLOWING INSTALLATION AND BALANCING, PROVIDE REPLACEMENT SET OF SHEAVES FOR FAN ACTUAL CONDITIONS, REGARDLESS OF WHETHER CONSTANT OR VARIABLE SPEED. ROOF HOOD SCHEDULE TYPE MARK AIR TERMINAL DESCRIPTION AIRFLOW (CFM) THROAT SIZE HOOD SIZE MAX PRIES. DROP (IN. W.G.) MATERIAL OF DESIGN NOTES LENGTH WIDTH LENGTH WIDTH HEIGHT MANUFACTURER MODEL RH 1 ROOF HOOD 750 12" 12" 27" 26" 14" 0.084 GALVANIZED GREENHECK FGR [1][2][4] RH 2 ROOF HOOD 20000 72" 40" 96" 60" 23" 0.138 GALVANIZED GREENHECK FGR [3][5] RH 3 ROOF HOOD 3000 72" 40" 96" 60" 23" 0.008 GALVANIZED GREENHECK FGI [4][5] SCHEDULE NOTES: [1] PROVIDE WITH MOTORIZED DAMPER GREENHECK VCD-23 [2] PROVIDE WITH 12" ROOF CURB, GREENHECK MODEL GPI [3] PROVIDE WITH BIRD SCREEN [4] PROVIDE WITH INSECT SCREEN [5] PROVIDE WITH ROOF CURB ADAPTER / REDUCER GREENHECK MODEL ADP 46X78-36X72 UNIT HEATER SCHEDULE CALLOUT FAN HEATING CAPACITY ELECTRICAL OPERATING BASIS OF DESIGN MOTOR TYPE MARK LOCATION SERVICE CFM HP KW MODULATION V HZ 0 WEIGHT (LBS) MANUFACTURER MODEL NOTES UH 1 SOLIDS DISPOSAL SOLIDS DISPOSAL 850 1/2 10 SINGLE STAGE 480 60 3 148 MODINE HEX5-480360-10.0 [1][2][3] ROOM ROOM SCHEDULE NOTES: [1] PROVIDE WITH MOUNTING KIT AND WALL -MOUNTED THERMOSTAT [2] PROVIDE WITH MOUNTING KIT, EXPLOSION PROOF MOTOR, AND WALL -MOUNTED EXPLOSION PROOF THERMOSTAT (RATED FOR CLASS 2 DIVISION 2, GROUP G, UL TEMPERATURE CODE T3) [3] UNIT RATED FOR CLASS 2 DIVISION 2 AREAS DIFFUSER, EXHAUST AND TRANSFER GRILL SCHEDULE CALLOUT AIR TERMINAL DESCRIPTION AIRFLOW CAPACITY LIMITS (CFM) NOMINAL SIZE NECK SIZE MAX NC MAX TSP DROP (IN. W.G.) MATERIAL OBD FINISH BASIS OF DESIGN NOTES MAXIMUM MINIMUM LENGTH WIDTH LENGTH WIDTH MANUFACTURER MODEL SD-1 DOUBLE DEFLECTION SUPPLY GRILLE 300 300 12" 811 12" 8" 17 0.08 ALUMINUM YES #26 WHITE TITUS 30OFS EG-1 EXHAUST GRILLE 1430 1430 24" 12" 24" 1211 25 .10 ALUMINUM YES #26 WHITE TITUS 50F EG-2 EXHAUST GRILLE 1250 250 14" 14" 14" 14" 34 .15 ALUMINUM NO #26 WHITE TITUS 50F TG-1 TRANSFER GRILLE 1250 1250 30" 24" 30" 24" <10 0.01 ALUMINUM NO #26 WHITE TITUS 50F 1 I ISSUED FOR PERMIT 1 04-2021 1 SJB I KMC No. Revision Date b h �, AW CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com S I ENGINEERS Seattle // Spokane // Baltimore Designed: S. Boucher Drawn: B. Boone Checked: K. Chadwick Scale: NONE One Inch At Full Scale If Not One Inch Scale Accordingly AMERESCO Green e Clean . Sustainable EDMONDS WWTP CARBON RECOVERY HVAC SCHEDULES Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNSD Drawing: H-% Sheet: 85 of 114 File: P20-10570 H-7 Date: April2021 L 0 Q 0 Q N 0 L0 O N 0 N O O L Q Q is L LL M E CD -Fu n I� I — o tY L o C N O a 0 E O O O O LL2: M 0 F- L O L aI W O rl- U LO O o O1 L Q a_ N X ~ m CDf ti Ln � O O - O W N N X o N E o M 00 C: iL M X bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 JLM KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com PLUMBING LEGEND PLUMBING ABBREVIATIONS PLUMBING GENERAL NOTES — I POTABLE WATER (1W) 1W POTABLE WATER 1. PROVIDE COMPLETE SUPPORTS, SEISMIC AND RESTRAINTS FOR ALL PIPES AND 2W NON -POTABLE WATER EQUIPMENT PER SPECIFICATIONS, AS REQUIRED, AND AS SHOWN ON THE DRAWINGS. — — DOMESTIC HOT WATER (HW) C CONDENSATE 2. PROVIDE ALL REQUIRED MISCELLANEOUS STRUCTURAL STEEL, SUPPORTS, — — — —� DOMESTIC HOT WATER CIRCULATING (HWC) CA COMPRESSED AIR ATTACHMENTS, AND ANCHORAGES. CIRC CIRCULATING SOIL, WASTE (S,W) CW CITY WATER 3. PROVIDE ANCHOR BOLTS OF SIZE, TYPE, AND LENGTH AS REQUIRED TO SATISFY THE CO CLEAN OUT EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, THE SPECIFICATIONS, AND AS ----------- VENT (V) INDICATED ON DRAWINGS. DOM DOMESTIC �XX------------- PIPING IDENTIFIER, SEE ABBREVIATIONS DS DEWATERED SLUDGE 4. PROVIDE ADDITIONAL MISCELLANEOUS STRUCTURAL MEMBERS BETWEEN STRUCTURAL ELEMENTS AS REQUIRED TO RESIST FORCES AND MEET DEFLECTION ELBOW DOWN ES EMERGENCY SHOWER REQUIREMENTS. ALL MISCELLANEOUS STRUCTURAL MEMBERS AND ANCHORAGES EEW EYE/ FACE WASH SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ELBOW UP WASHINGTON. NO WELDING, BOLTING, OR OTHER MEANS OF ATTACHMENT FOR FCO FLOOR CLEAN OUT SUPPORT OR RESTRAINT SHALL BE MADE ON PORTIONS OF STRUCTURAL MEMBERS AT TEE FD FLOOR DRAIN OR NEAR CONNECTIONS BETWEEN STRUCTURAL MEMBERS OR ON ELEMENTS FPHB FREEZE PROOF HOSE BIBB DESIGNATED IN THE SEISMIC LOAD RESISTING SYSTEM UNLESS APPROVED BY THE TEE DN CONTRACTING OFFICER. GPH GALLONS PER HOUR +--o--t—CI)--+ TEE UP GPM GALLONS PER MINUTE 5. PROVIDE MISCELLANEOUS STRUCTURAL STEEL SHOP DRAWINGS AND CALCULATIONS 1 FOR REVIEW BY THE CONTRACTING OFFICER. ALL REQUIRED MISCELLANEOUS ISOLATION OR SHUT-OFF VALVE (NO), TYPE AS SPECIFIED HB HOSE BIBB STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE DESIGNED AND MEET HWC DOMESTIC HOT WATER CIRCULATING REQUIREMENTS OF THE SPECIFICATIONS. 04 ISOLATION OR SHUT-OFF VALVE (NC), TYPE AS SPECIFIED HW DOMESTIC HOT WATER � 411 BALL VALVE (NO) IPC INTERNATIONAL PLUMBING CODE �141 BALL VALVE (NC) JAN JANITOR WASHINGTON ENERGY CODE NOTES BUTTERFLY VALVE (NO) L LAVATORY 1. ALL DOMESTIC HOT WATER PIPING TO FIXTURES SHALL BE DONE IN ACCORDANCE BUTTERFLY VALVE (NC) NG NATURAL GAS WITH THE WASHINGTON STATE ENERGY CODE 2018 EDITION PROVISIONS. GLOBE VALVE (NO) PC PUMPED CONDENSATE PLBG PLUMBING GLOBE VALVE (NC) PNEU PNEUMATIC PRV PRESSURE REDUCING VALVE THROTTLING VALVE, TYP AS SPECIFIED PSE PUGET SOUND ENERGY METERING BALANCING VALVE RWL RAIN WATER LEADER RECIRC RECIRCULATING CHECK VALVE RD ROOF DRAIN MOTORIZED CONTROL VALVE SS SANITARY SEWER; SERVICE SINK; STAINLESS STEEL PLUG VALVE SC SD STORM DRAIN PRESSURE REGULATING VALVE TMV THERMOSTATIC MIXING VALVE PRESSURE REDUCING VALVE UPC UNIFORM PLUMBING CODE PRESSURE RELIEF VALVE V VENT BACKFLOW PREVENTER VA VALVE VTR VENT THRU ROOF �] CAP W WASTE; WATER; WIDE(DIM) BLIND FLANGE Y WYE EXPANSION JOINT REDUCER PRESSURE GAUGE STRAINER UNION T + PRESSURE/TEMPERATURE TAP TEMPERATURE GAUGE Call 48 Hours VERTICAL VALVE OR OR Before You Dig 1-800-424-5555 UNDERGROUND SERVICE S I ENGINEERS Seattle // Spokane // Baltimore Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: 3/16"=1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4 0 EDMONDS WWTP CARBON RECOVERY PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL NOTES 04.07.2021 SIGNED Drawing: P-0 Sheet: 86 of 114 File: P20-10570_P-0 Date: April2021 NOTES L .C� E ^co LL C: Q) L U voi O C) U) Q Y U O 0 E 0- _— o — LO E o. a) N L d o I N C) (D ti o LO L o Q � Q N N X N — -F- i O (n � m E � Q W Q 0 0 L Sri o_ o r o N LO a o i �o EX Q L L O J 0 I L L LL LO X wl m o ti U LO N o O L o D_ N X ~ m C)f LO � o O -0 O W N N X o a- N E CDM CO iL Q) L X 1 I ISSUED FOR PERMIT 1 04-2021 1 JLM I KMC No. Revision Date b h raw CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com [ifS I ENGINEERS Seattle // Spokane // Baltimore a���ua rrcv�.�aa�naa ts���u�n�a DEWATERING FLOOR PLUMBING DEMOLITION PLAN SCALE: 3/16" = V-0" PD-1 Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: 3/16" = V-0" One Inch At Full Scale If Not One Inch Scale Accordingly AMERE CO Green . Glean . sustainable 0 4 8 12 Scale. 3116" = 1'-0" 1. ONLY EXISTING PIPING AND EQUIPMENT RELEVANT TO THE PROJECT ARE SHOWN. ALL OTHERS TO REMAIN AS -IS. 2. SEE STRUCTURAL DRAWINGS FOR WALL AND ROOF PENETRATION PATCHING DETAILS. REMOVAL NOTES OPROVIDE TEMPORARY CAP ON EXISTING NPW PIPE IN LOCATION INDICATED. 2O REMOVE NPW PIPE AS INDICATED. O3 PROVIDE TEMPORARY CAP ON EXISTING NPW TAP OFF AND PROTECT. 4O DEMO EXISTING EMERGENCY EYEWASH SHOWER AND CAP CONNECTION TO POTABLE WATER PIPING. O5 DEMO EXISTING AIR COMPRESSOR, AIR DREYER, AIR RECEIVER TANK, AND COMPRESSED AIR CONTROL PANEL. CAP CONNECTION TO COMPRESSED AIR PIPING. ODEMO EXISITNG HOSE BIBB AND CAP CONNECTION TO NPW PIPING. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING DEMOLITION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: PDA Sheet: 87 of 114 File: P20-10570_PD-1 Date: April2021 NORTH NOTES 0 M E o_ Q) N U) C _0 �5 U) L m LL U w .qo O N :EI= N m O ~I N O cfl � O LO O L � Q O N N X (6 -0 E a N O Lc"') I � O r__ O Lo N O X o N H Q O E co �Q O L La I 0 M Ln L Q � O C N X L _ O M/ W Q t� U I O � O _O a a_ H X >� W � o I -0 ~ c Ln O - O W N X N O N E o n3 0 LL L X ""'" ADD ALTET� �`� EX 1- HEADWORKS AREA PLUMBING DEMOLITION PLAN SCALE: 1/4" = 1'-011 PD-2 1. ONLY EXISTING PIPING AND EQUIPMENT RELEVANT TO THE PROJECT ARE SHOWN. ALL OTHERS TO REMAIN AS -IS. 2. SEE STRUCTURAL DRAWINGS FOR WALL AND ROOF PENETRATION PATCHING DETAILS. REMOVAL NOTES OREMOVE 2W PIPE AND INDOOR/OUTDOOR HOSE BIBS IN LOCATION INDICATED. PROVIDE TEMPORARY CAPS AT EACH END. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Scale: EDMONDS WWTP CARBON RECOVERY Drawing: PD-2 bh(.w ,� Designed: J. MoyerElfs COHEADWORKS AREA 1/4" = 1 1-01, Sheet: 88 Of 114 CONSULTANTS Drawn: B. Boone One Inch At Full Scale AMERE PLUMBING DEMOLITION PLAN File: P20-10570 H-6 BHC Consultants, LLC 206.505.3400 ENGINEERS Q - ISSUED FOR PERMIT 04-2021 JLM KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) If Not One Inch G ree n • Clean • S u sta i n a b I e Seattle, Washington 98101 www.bhcconsultants.com Seattle // Spokane // Baltimore Checked: K. Chadwick Scale Accordingly Date: April 2021 No. Revision Date By App'd CONSTRUCTION NOTES L a� E M rr L U 0 Cn O U O 0 E L � I o > r,- La LO 0 L r � o � N X Q L U � N 0 o LO Lf ) d 0 0l N Lj 0 0 N � � o C o N L X Q � � m 70 E o 0- FL 0- W � O of WI r` o L o LO o o N N a X M a) E LL U) � I L L H O X WI m ti U LO O CD 0 a X a _ ~ m of O o - O W N N X o C6 0 N E o M 0 L X No. z 0 ISSUED FOR PERMIT 42" FA, BURIED F a ° , W EX1"2W� a a L A ° d � d d a A I ° < 1 Ila d 3/4" 2W ABOVE STAIRSd, ° I -1/2" NG UP 3/4" 2W DN EX 2" NG M( =do- r�u O HB-1 1/2" CA UP B-1 3 O 3 10X 9 -1 GASIFICATIO ROOM EX 4" FD, TYP. O I Y!' 3 Ell 1 d 1/2" CA DN 7 BELOW STAIRS 1/2" CA UP I CAUPN��2 1/2" CA 7 DN 7 11 /2O9 EYW-1 3/4" 2W 1" 2W " CA UP UP P-6 bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 JLM KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com SOLIDS PROCESSING BUILDING BASEMENT PLUMBING PLAN PLAN SCALE: 1/4" = 1'-0" P-1 ElfsI ENGINEERS Seattle // Spokane // Baltimore Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: 1/4" = 1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly EX 1" 2W 1" 2W 14 0 4 8 Scale. 114" = 1'-0" AME E CO Green •Clean *Sustainable � 1O PROVIDE 2W WATER PIPE; CONNECT TO EXISTING NONPOTABLE WATER SYSTEM. 2O PROVIDE HOSE BIBB WITH CHAINED CAP. O3 PROVIDE 1/2 INCH CA DROP WITH SHUTOFF VALVE IN LOCATION INDICATED. 4O ROUTE 2W PIPE ABOVE HEIGHT OF EXIT DOOR. O5 PROVIDE 5 PSI NATURAL GAS PIPE; CONNECT TO EXISTING 5 PSI NATURAL GAS SYSTEM. ROUTE TIGHT TO WALL. O6 FIELD ROUTE 2W PIPE TIGHT TO CEILING THEN DOWN TO ASH SUMP PIT. PROVIDE ISOLATION VALVE. COORDINATE ROUTING TO SUPPORT PIPING ALONG ECOREMEDY EQUIPMENT. O7 ROUTE COMPRESSED AIR PIPE DOWN TO PANEL FOR PURGE. PROVIDE ISOLATION VALVE. SEE MECHANICAL FOR EXACT PANEL LOCATION. OFIELD ROUTE 2W PIPE TIGHT TO FIRST FLOOR CEILING THEN DOWN TO GASIFIER INLET AND CONNECT TO SOLENOID VALVE. SOLENOID VALVE PROVIDED BY ECOREMEDY. OLOCATE EYEWASH SUCH THAT IT COMPLIES WITH ANSI Z358.1-2014. MOUNT 36 INCHES ABOVE FINISHED FLOOR. 10 MOUNT EYEWASH UNDER ECOREMEDY PLUME ABATEMENT HEAT EXCHANGER ON COLUMN SUPPORT. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING BASEMENT PLUMBING PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: P-1 Sheet: 89 of 114 File: P20-10570_P-1 Date: April2021 NOTES a_ ry a) T U 0 O U O n3 0 E ^L LL O rl- LO O 0 N X E 0 O 0 ^L n 0 r` LO CD > N i X 0 � E o Q m U E E a w LO 0 0 CD CD a, Ln o orl_ LO N O o N O - N 0 X 0 _ L E Q Q 0 n LL 0- 0 0 LINNI N O F- LO 0 0 r- Lo C� 0 X o - N a- 0 O E6 Cz_0 C (D� L 0 J L H o x w m o rl- U LO O o O1 L Q a_ N a- X ~ m CDf ti Ln O O - O W N N X o N E O 0 iL 1 I ISSUED FOR PERMIT 1 04-2021 1 JLM I KMC ic R I No. I Revision Date I B b h , .ir CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com S I ENGINEERS Seattle // Spokane // Baltimore SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING PLAN SCALE: 3/16" = 1'-0" P-2 Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: 3/16" = 1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly 0 4 8 12 Scale. 3116" = 1'-0" AME E CO Green • Clean • Sustainable 1. ROUTE PIPING TIGHT TO WALL OR CEILING. AVOID OBSTRUCTING OTHER PIPES. DO NOT ROUTE ABOVE ELECTRICAL EQUIPMENT. CONSTRUCTION NOTES 1O PROVIDE COMPRESSED AIR RECEIVER TANK IN LOCATION INDICATED WITH EQUIPMENT PAD. SEE STRUCTURAL FOR EQUIPMENT PAD. 2O CONNECT TO EXISTING 6" NPW LINE IN LOCATION INDICATED. 3O PROVIDE PIPE SLEEVE FOR 6" NPW LINE IN EXISTING DOOR TO BE INFILLED. OPROVIDE SUPPORTS FOR 6" NPW LINE ALONG OLD WALKWAY. SEE STRUCTURAL. O5 ROUTE BELOW STAIRS TO EXISTING PLENUM. SEE STRUCTURAL FOR PENETRATIONS INTO PLENUM. 6O CONNECT TO EXISTING COMPRESSED AIR IN LOCATION INDICATED. O7 FIELD ROUTE COMPRESSED AIR TO EQUIPMENT IN LOCATION INDICATED. PROVIDE WITH SHUTOFF VALVE. EQUIPMENT BY ECOREMEDY. 8O FIELD ROUTE NATURAL GAS TO EQUIPMENT IN LOCATION INDICATED. PROVIDE WITH SHUTOFF VALVE. EQUIPMENT BY OTHERS. 9O FIELD ROUTE 2W PIPE TO ECOREMEDY EQUIPMENT. 10 FIELD ROUTE COMPRESSED AIR PIPE TO PANEL FOR PURGE. PROVIDE ISOLATION VALVE. SEE MECHANICAL FOR EXACT PANEL LOCATION. S ROUTE COMPRESSED AIR PIPE TIGHT TO FIRST FLOOR CEILING THEN DOWN TO ELECTRICAL CONTROL PANEL FOR PURGE. EXACT PANEL LOCATION DETERMINED BY ECOREMEDY. 12 CONFIRM ADEQUATE SPACE FOR 1 W POINT OF CONNECTION. IF MORE SPACE IS NEEDED, REMOVE BADGER WATER METER AND CAP PRIOR TO 2W VALVE. —r 13 ROUTE 1W PIPE BELOW FROST LINE TO PROTECT FROM FREEZING. SFIELD ROUTE NATURAL GAS VENT FROM GAS REGULATOR TO EXTERIOR. SIZE VENT PER IFGC. VENT TERMINATES OUTSIDE, ELBOW DOWN. MAINTAIN 10' FROM ANY OPENING INTO THE BUILDING. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: P-2 Sheet: 90 of 114 File: P20-10570_P-2 Date: April2021 a� E 0- 0' U O Y U O 0 L a� Q I 0 U) C a H x w 0 I ti LO 0 0 N X E 0 CDf LO 0 0 N X C E 0 U 0 � of > LO O `n X Q Lea U a- E o o0- Lr 0 0 0- 2 CO o c CO CD f Q 0 0 0l o ~ N Lf) 0- O o x w m o rl- U LO O O O1 L Q 0- N 0_ X ~ m CDf ti Lf) O O - O W N N X o 0� 0 N E o M CO iL Cz X 0 z 3/4" 2W DN 2 3/4" 2W P-6 DN En== NGV DN 1 /2" CA DN EX 2" NG DN ISSUED FOR PERMIT No. Revision AN I�■ 7 1 /2" CA MCC / PLC • d ° i NGV 2" NG 57 5 DN DN 3/4" 2W 3 HB-1 --------------T bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 JLM KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Date By App'd Seattle, Washington 98101 www.bhcconsultants.com l:.A PLC/GYM A. L A. CHEMICAL FEED EX1"2W i� 3/4" 2W ( 2 3/4" 2W (DN) �\v CHEMICAL STORAGE SHOP POLYMER FEED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — -----------------------------------------------------------II 2" NG II II II 1 /2" CA DN SOL DS II STORAGE 1 1 1" 2W (DN) Elfs• I ENGINEERS Seattle // Spokane // Baltimore DISP EL ROOM II II II II EX2"NG� MAINTENANCE / �N OFFICE i U SOLIDS PROCESSING BUILDING SHOP FLOOR PLUMBING PLAN SCALE: 3/16" = 1'-0" P-3 Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: 3/16"=1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly 0 4 8 12 mmmmmi Scale: 3116" = 1'-0" STODGE AME E CO Green •Clean *Sustainable e I II II I I I II l I I I • L CONSTRUCTION NOTES 1O CONNECT TO EXISTING 2W PIPE IN LOCATION INDICATED. FIELD ROUTE TIGHT TO WALL. OFIELD ROUTE 2W PIPE TIGHT TO CEILING ABOVE WALKWAY. 3O PROVIDE 2W AND HOSE BIBB WITH CHAINED CAP FOR WASHDOWN. OROUTE 1 W PIPE BELOW GRADE FROM AIR COMPRESSOR ROOM TO BIO AIR SYSTEM. OPROVIDE 1/2 INCH CA DROP WITH SHUTOFF VALVE IN LOCATION INDICATED. OPROVIDE 5 PSI NATURAL GAS PIPE. CONNECT TO EXISTING 5 PSI NATURAL GAS SYSTEM. FIELD ROUTE TIGHT TO WALL. O7 PROVIDE NATURAL GAS VENT FROM GAS REGULATOR TO EXTERIOR. SIZE VENT PER IFGC. VENT TERMINATES OUTSIDE, ELBOW DOWN. MAINTAIN 10' FROM ANY OPENING INTO THE BUILDING. 8O REMOVE EXISTING 2W PIPE, AND HOSE BIBB INTERFERING WITH FUTURE DOOR. CONNECT TO 2W IN LOCATION INDICATED AND FIELD ROUTE AROUND DOOR TO NEW HOSE BIBB LOCATION TO EAST OF DOOR. SEE ARCHITECTURAL FOR DOOR. 9O REMOVE EXISTING NATURAL GAS PIPE AND CONNECTION TO PROPANE TANK OUTSIDE. 10 FIELD ROUTE 2W PIPE TO ECOREMEDY EQUIPMENT. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SHOP FLOOR PLUMBING PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: P-3 Sheet: 91 of 114 File: P20-10570_P-3 Date: April2021 CONSTRUCTION NOTES L E ALL/ rr L U O Cn O Y U O ca L W Q I O U) �c: U V) x D Lu p I Q U LO O �o u7 N o X u7 — O E L6 O I L N O N O cfl � O Q O Q X (6 C: o � EL Q � o � m of Q 0 L Lo 0- 0 0l O ti N 6 X L H � I L o L 7 LL O X wl m C) ti U LO O O O X n _ ~ m of -0 LO C O O -0 O W N X N — O N E O M 0 � N LL D X 0 z r%r%I NA A P9\/ M W_10_I J_I_=_:A LOW RAW SLUDGE PUMPING STATION (BELOW) IN <3> �— I--- I------LL \\\ DOWN r%r%Iwe w w CLARIFIER NO. 1 REFER TO MECH FOR CONNECTION 4 5 3 2W O IL H B-2 1 A I I I I I I I I I I I I I I I I nn II I I I II I II I I II I II I I I II I II II\� II I I \\ Q II I I \\ III I ° +F — Y'+ II I I CL I II II I� I II I I II II I� I II I II I I LW I II ILIL__ Cl) \ III ------------------------------------Iz_ III J -u>----------------------- ODOR CONTROL SYSTEM AREA PLUMBING PLAN PLAN (A� SCALE: 1/4" = V-0" P-4 8 v d I� v II I I F- II II IQ II I II II I� ull II I ull II I I 0 4 8 12 Scale:3116"= 1'-01, OPROVIDE PRESSURE REGULATOR AND BALL VALVE TO REDUCE PRESSURE FROM 120 PSI TO 45 PSI FOR BIOAIR SYSTEM. OROUTE 2W PIPE BELOW GRADE FROM AIR COMPRESSOR ROOM TO BIO AIR SYSTEM. 3O ROUTE 2W PIPE BELOW FROST LINE FROM HEADWORKS BUILDING TO HOSE BIBB. 4O PROVIDE 2W AND HOSE BIBB WITH CHAINED CAP FOR WASHDOWN. 5O PROVIDE ELECTRIC HEAT TRACE FOR ALL PIPING AND EQUIPMENT ABOVE FROST LINE. 6O PROVIDE BACKFLOW PREVENTOR WITH AIR GAP PRIOR TO CONNECTION TO BIOAIR SYSTEM AND DRAIN TO GRAVEL. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Scale: Designed: J. Moyer EDMONDS WWTP CARBON RECOVERY Drawing: P-4 bh(.w 1/4" =11-01, Sheet: 92 of 114 W ODOR CONTROL SYSTEM AREA CONSULTANTS I Drawn: B. Boone One Inch AtFull Scale AMERESCOPLUMBING PLAN �i File: P20-10570 P-4 ISSUED FOR PERMIT 04-2021 JLM KMC BHC Consultants, LLC 206.505.3400 ENGINEERS r�� QQ — 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) If Not One Inch Green * Clean • Sustainable No. Revision Date By Appld Seattle, Washington 98101 www.bhcconsultants.com Seattle // Spokane // Baltimore Checked: K. Chadwick Scale Accordingly Date: April 2021 L E N LL ry L U 0 U O U O 7 N L Q I 0^^ U) LL L LL X W 0 rl- LO O r O N X N C � > C/) .m a) ~ �o o LO Q U 0 N aX O E o i d 0 0l N Lo o O N CO O o XL Q Q U O C (>3 r) O O a_ FL a_ O LO rl_ d LO o C) � o Lo N o X O L N LL a- 0- 0 E u) MQ C O Q) L LL I O M LO L Q � O C N X L _ O L M/ W Q U I N C O � a_ d d LL X W � o LO C LO O O -0 O W N N X o a- N E O M CO LL L X No. NORTH ADD ALTER ISSUED FOR PERMIT A rlrl AI Tr MKIATr JL4 Revision bhp. CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 JLM KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Date By App'd Seattle, Washington 98101 www.bhcconsultants.com [if I S I ENGINEERS Seattle // Spokane // Baltimore HEADWORKS AREA PLUMBING PLAN PLAN SCALE: 1/4" = 1'-0" P-5 Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: 1/4" = 1'-0" MATCHLINE, SEE DWG P-4 One Inch At Full Scale If Not One Inch Scale Accordingly AMERE CO Green • Clean •Sustainable 4 0 CONSTRUCTION NOTES OADD ALTERNATE #1 - ROUTE 2W PIPE TIGHT TO CEILING ABOVE ROLL -UP DOOR. 2O ADD ALTERNATE #1 - PROVIDE BIBB WITH CHAINED CAPS IN LOCATION INDICATED. O3 ADD ALTERNATE #1 - ROUTE 2W PIPE TO WASHDOWN SYSTEM. 4O PROVIDE ISOLATION VALVE AND ROUTE 2W PIPE BELOW FROST LINE FROM HEADWORKS BUILDING TO HOSE BIBB NEAR BIOAIR SYSTEM. EDMONDS WWTP CARBON RECOVERY HEADWORKS AREA PLUMBING PLAN Call 48 Hours Before You Dig Ca- 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: P-J Sheet: 93 of 114 File: P20-10570 H-6 Date: April2021 (o to o ti LO o 0 6 O N N n x o U _'z p L o — 0 m V U O N O — � L cis >� n �I N o Ln c Ln O O _ O W N x N — 0 cl� ai N E O CU 0 � 0) i.L N L a_ X 1/2" TYPE "L" COPPER 95-5 SOLDER JOINTS — BRONZE BALL VALVE (600 WOG) STAINLESS STEEL BALL, FULL PORT MANUFACTURED BY WATTS No. ISSUED FOR PERMIT UNION co COMPRESSED AIR DISTRIBUTION MAIN 6" LONG NON-FERROUS UNISTRUT CHANNEL AND PIPE PIPE CLAMP PRESSURE GAUGE WITH ISOLATION VALVE (0-200 psig) MANUFACTURED BY TRERICE 1/2" BRASS QUICK -CONNECT SNAP-TITE, H-SERIES DRAIN VALVE BRONZE BALL VALVE (600 WOG) 1 STAINLESS STEEL BALL, FULL PORT MANUFACTURED BY WATTS COMPRESSED AIR DROP DETAIL SCALE: NONE P-1 , P-3 REDUCED PRESSURE BACKFLOW PREVENTER - APOLLO 4ALF-218-A2LL BUILDING SHUT-OFF VALVE FUNNEL DRAIN TO SANITARY OR GROUND AIR GAP CONNECTION DETAIL SCALE: NONE P-4 Revision 04-2021 JLM KMC Date By App'c SEE DETAIL 3 FOR PRESSURE REGULATOR VALVE TRAIN bhc. CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com HOLD PIPE TIGHT TO WALL FREEZELESS WALL HYDRANT W/ VACUUM BREAKER RELIEF VENT STACK REGULATOR L 3/4" CW SUPPLY HOLD AS TIGHT TO WALL AS POSSIBLE 12" ABOVE FLOOR OR DOCK OR AS NOTED ON PLAN HOSE BIBB DETAIL SCALE: NONE P-3 RELIEF VALVE PROVIDE EARTHQUAKE EMERGENCY SHUT OFF VALVE GAS METER NC ----� 1 4'-3" 4" NOTES: OREUSE EXISTING CONCRETE PAD. 2. GAS RISER WILL BE 24" MIN DEPTH, 4-6" FROM PAD AND 15" FROM BUILDING. 3. FOR LEFT HAND SETS, THE RISER IS ON THE RIGHT SIDE OF THE SLAB. 4O WORK WITHIN BOX IS PSE'S SCOPE. 5. REPLACE EXISTING NATURAL GAS METER WITH 8MMBTUH NATURAL GAS METER PROVIDED BY PSE. AMERESCO TO COORDINATE INSTALLATION WITH UTILITY. NATURAL GAS METER DETAIL �5� SCALE: NONE P-6 Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: NONE One Inch At Full Scale r' U-1 If Not One Inch Scale Accordingly AME E CO Greene Clean .Sustainable NOTES: 1. FOR WATER, PROVIDE PRESSURE REGULATOR TO REGULATE WATER FROM 150 PSI DOWN TO IDENTIFIED PRESSURE. 2. FOR NG, PROVIDE REGULATOR TO REGULATE NG FROM 5 PSI TO SCHEDULED PRESSURE. VENT PER MANUFACTURE AND SIZE VENT PER CODE. PRESSURE REGULATOR VALVE TRAIN DETAIL SCALE: NONE P-4 EDMONDS WWTP CARBON RECOVERY PLUMBING DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: P-6 Sheet: 94 of 114 File: P20-10570 P-6 Date: April2021 L Q U E a O N Lr) O Lf ) O N O N O O L Q Q _ L LL M E I�n" LL I — O fy LO 0) O N r L I O N O .. 0 E O O O O LL2: M 0 F- L O aI W O rl- U Lf) O O O1 L O a_ N a- X ~ m CDf ti Ln � O O - O W N N X O N E O M 0 LL M X PLUMBING FIXTURE SCHEDULE BRANCH PIPE SIZE - INCHES DIA BASIS OF DESIGN MARK FIXTURE DESCRIPTION ADDITIONAL COMPONENTS REMARKS COLD HOT WASTE VENT MANUFACTURER MODEL WATER WATER PROVIDE G1540BA-80Z BOTTLE OF BACTERIOSTATIC ADDITIVE TO PROTECT PORTABLE EMERGENCY EYEWASH TO EYW-1 PORTABLE EMERGENCY - - - - AGAINST GROWTH OF BATERIA, FUNGUS, ALGAE, AND ACANTHAMOEBA. GUARDIAN G1540 BE LOCATED SUCH THAT IT COMPLIES EYEWASH PROVIDE G1540CVR VINYL COVER TO PROTECT AGAINST DUST AND DEBRIS. WITH ANSI Z358.1 2014. HB-1 HOSE BIBB 3/4" - - - ARROWHEAD 251 BFP WITH VACUUM BREAKER 1/4 TURN NONE FREEZE WALL HYDRANT HB-2 FREEZE- PROOF HOSE BIBB 3/4" - - - JAY R. SMITH #5609QT WITH INTEGRAL VACUUM BREAKER COMPRESSED AIR RECEIVER TANK SCHEDULE CALLOUT VOLUME DIMENSIONS CONNECTIO MAX PRESSURE WEIGHT (LBS) BASIS OF DESIGN HEIGHT TYPE MARK LOCATION (GAL) ORIENTATION DIAMETER (INCH) (INCH) N SIZE (IN) (PSIG) MANUFACTURER MODEL NOTES RT 1 AIR COMPRESOR ROOM 240 VERTICAL 30 84 2 200 670 ROGERS MACHINERY COMPANY - [1] [2] A I/'1TC0. [1] TANK TO BE ASME RATED. [2] PROVIDE WITH RELIEF VALVE, GAUGE AND DRAIN. bhc. CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 JLM KMC 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com S I ENGINEERS Seattle // Spokane // Baltimore Designed: J. Moyer Drawn: B. Boone Checked: K. Chadwick Scale: NONE One Inch At Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4 ° EDMONDS WWTP CARBON RECOVERY PLUMBING SCHEDULE Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 04.07.2021 SIGNED Drawing: P-% Sheet: 95 of 114 File: P20-10570 P-7 Date: April2021 FIRE PROTECTION ABBREVIATIONS a� 0 0 Q U E 0- LO N LO O Ln O N O N O O Q Q 4) (0 _ _0_ L ^_O LL O E M LL n I — O ry LO a) O N r L I O N O a 0 E O O O O LL.2: 0 � E L a) 0 �I m O U LO O O OI >_ O 0_ N X ~ m of LO O O O W N N X o N E O M 00 LL M X bhr_ CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 BAJ BPR 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com [if I S I ENGINEERS Seattle // Spokane // Baltimore Designed: B. Johnson Drawn: B. Boone Checked: B. Roush Scale: NONE One Inch At Full Scale If Not One Inch Scale Accordingly AM E CO Green •Clean •Sustainable 4 ° AS AUTOMATIC SPRINKLER DCVA DOUBLE CHECK VALVE ASSEMBLY DCIA DOUBLE CHECK INDICATOR ASSEMBLY FDC FIRE DEPARTMENT CONNECTION FH FIRE HOSE, FIRE HYDRANT NFPA NATIONAL FIRE PROTECTION ASSOCIATION QSY OUTSIDE SCREW AND YOKE SPR SPRINKLER UFC UNIFORM FIRE CODE FP FIRE PROTECTION FIRE PROTECTION LEGEND i_XX_____1 PIPING IDENTIFIER, SEE ABBREVIATIONS PIPING REDUCER i] PLUG, CAP OR BLIND FLANGE A OS & Y VALVE ml- VALVE IN RISER FIRE DEPARTMENT CONNECTION FS FLOW SWITCH DRY PIPE VALVE GAUGE, AIR OR WATER AS NOTED ON DRAWINGS -0-0- SPRINKLER HEADS GENERAL NOTES 1. STATIC PRESSURE AT THE EXISTING FIRE RISER IS 130 PSI. CONTRACTOR TO OBTAIN RESIDUAL PRESSURES FOR THE AUTOMATIC SPRINKLER SYSTEM. PERFORM HYDRONIC CALCULATIONS PER SUBMITTAL REQUIREMENTS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE M P OF OF wASyO(-n �P c� m i s A 45144 /STE\ �SS/ONAL ENG\ 04.07.2021 SIGNED EDMONDS WWTP CARBON RECOVERY I Drawing: F-0 FIRE PROTECTION Sheet: 96 of 114 LEGEND, ABBREVIATIONS, File: P20-10570_F-0 AND GENERAL NOTES Date: April 2021 M E M ^ ALL/ LL L 0 0 Cn O Y 0 O L (0 E W c of 15 Lo .o C cn o D N 0 X Q � U E Q0 U lt U CO O Cn u7 O_ O O I L N a_ o N O ti C9 LO O O i 0- O Q N X Cll — (0 Cn _O m E O_ W I Q 0 0 ^^- LO LL o I r Q O ti N C) 0_ O I � E oX �0) LL � O J I L r� L H o x WI m o rl- U Lf) O O O1 L CD N W X ~ m of 0 Ln ti C O O - O W N N X o N E O 0 00 � iL X 0 Z 1 I ISSUED FOR PERMIT 1 04-2021 1 BAJ I BPR No. Revision Date Q' bh(.ff4k / CONSULTANTS BHC Consultants, LLC 206.505.3400 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com S I ENGINEERS Seattle // Spokane // Baltimore ,VLiu, Ciumuimtx DEWATERING FLOOR FIRE PROTECTION PLAN SCALE: 3/16" = 1'-0" F-1 Designed: B. Johnson Drawn: B. Boone Checked: B. Roush Scale: 3/16" = 11-0" One Inch At Full Scale If Not One Inch Scale Accordingly 0 4 8 12 Scale. 3116" = 1'-0" AME E CO Green e Clean *Sustainable CONSTRUCTION NOTES 1O PROVIDE FP SERVICE TO THE GASIFICATION ROOM. OPROVIDE SPRINKLER BRANCHES WITH CONNECTION TO THE NON -POTABLE WATER RISER FOR THE WET SYSTEMS. PROVIDE EACH WITH A COMPLETE FIRE RISER, SHUTOFF GATE VALVE, ALARM CHECK VALVE, AND ALL REQUIRED APPURTENANCES. SEE DETAIL 1 ON FP - 3. O3 PROVIDE WET SPRINKLER COVERAGE, ORDINARY HAZARD GROUP 1, 0.15 GPM/SF AT 1500 SF. PROVIDE QUICK RESPONSE, HIGH TEMPERATURE SPRINKLERS PER NFPA 13 8.3.2. REFER TO ECOREMEDY'S DESIGN FOR EQUIPMENT TEMP RANGING FROM 110 TO 210 DEGREES F. 4O PROVIDE 3' TALL RIGID DRAFT CURTAIN AT CEILING AROUND STAIRS. PROVIDE DRY SIDEWALL SPRINKLER HEADS FOR ORDINARY HAZARD GROUP 1, 0.15 GPM/SF AT 1500 SF COVERAGE WITHIN THE DRAFT CURTAIN CONTAINMENT. OPROVIDE ORDINARY HAZARD GROUP 1, 0.15 GPM/SF AT 1500 SF SPRINKLER COVERAGE UNDER ANY SUSPENDED OBJECT 48" X 48" OR LARGER. SEE ECOREMEDY DRAWINGS FOR EQUIPMENT. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING FLOOR FIRE PROTECTION PLAN \f WA P C0 ��,P pF 41 rOcl) �P �� -o asiaa � �FG / ST F'?- OFF G� FSS/0NAL EN 04.07.2021 SIGNED Drawing: F-1 Sheet: 97 of 114 File: P20-10570_F-1 Date: April2021 CONSTRUCTION NOTES a_ ry 0 a� L T U 0 O U O (B 0 a) Q Q C/)I a 0 CO c co a_ L LL X W I O r- Ln O O N X E ^L LL I O LO O I O N X C E 0 U U lL^ VJ Q 0 ^L LL I O ti Lr) CD L6 N X Cz o n Uaa)i L E Q Q ^^O LL Ln O I Ln O O ti Lr) O N � O N O N co X O 0- 0 Q � U7 0 � czCU -0 _O L W LL 0- N O LL W I C) C) ti r- Ln Ln O o 0 0 N Na- X iv E M� LL 0- 0- � I L L LL O X WI m C) rl- U LO O O O1 >_ O a_ N W X ~ m of 0 Ln ti C O O - O W N N X o N E O 0 0 LL D X 0 Z 3 X 2 X 1 ISSUED FOR PERMIT No. I Revision MCC / PLC b h ./ CONSULTANTS BHC Consultants, LLC 206.505.3400 04-2021 BAJ BPR 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) Date By i App'd Seattle, Washington 98101 www.bhcconsultants.com [if I S I ENGINEERS Seattle // Spokane // Baltimore PLC / GYM CHEMICAL FEED -------------- 111 SOLIDS PROCESSING BUILDING FIRE PROTECTION SHOP FLOOR PLAN SCALE: 3/16" = 1'-0" F-2 Designed: B. Johnson Drawn: B. Boone Checked: B. Roush Scale: 3/16"=1'-0" One Inch At Full Scale If Not One Inch Scale Accordingly POLYMER FEED SOLII DISPO; ROO MAINTENANCE / �N OFFICE t U — — — — — 0 4 8 12 Scale. 3116" = 1'-0" <3> CHEMICAL i STOFt�'GE AMERE CO Green • Clean •Sustainable 4 0) III -Ir-------- III OPROVIDE FP SERVICE TO THE SOLIDS HANDLING ROOM AND THE ID FAN ROOM. OPROVIDE WET SPRINKLER COVERAGE, ORDINARY HAZARD GROUP 1, 0.15 GPM/SF AT 1500 SF. THE CONCRETE BEAM POCKETS ARE 24" DEEP AND THE DISTANCE CENTER TO CENTER ARE VARIABLE. THEY RANGE FROM 15" CENTER TO CENTER TO 87" CENTER TO CENTER. CONTRACTOR SHALL AS -BUILT THE CEILING AND SPRINKLER AS NOTED IN NFPA 2016 8.6.4.1.2 WHERE (2) IS THE INTENDED METHOD. THE CONTRACTOR MUST ATTEND THE PRE -BID SITE WALK TO AS -BUILT THIS CONDITION FOR BID. O3 PROVIDE ORDINARY HAZARD GROUP 1, 0.15 GPM/SF AT 1500 SF SPRINKLER COVERAGE UNDER ANY SUSPENDED OBJECT 48" X 48" OR LARGER. SEE ECOREMEDY DRAWINGS FOR EQUIPMENT. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SHOP FLOOR FIRE PROTECTION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE OF WAsy1111 Ln �P G j C2 i _ �SSIONAL ENG\ 04.07.2021 SIGNED Drawing: F-2 Sheet: 98 of 114 File: P20-10570_F-2 Date: April2021 0 L Q) 0 Q U E 0- LO LO 0 Ln 0 N 0 N 0 Q Q iv _0_ L ^_O LL co E I � LL n I — o ry LO a) o a) r L o N O a 0 iv — E O O O O LL.2: 0 � E L a) 0 �I m o U LO 4) o O1 >_ o 0_ N X ~ m of C o O -0 O W N N X o N E o M 0 LL M X WATER GAUGE FLOW SWITCH DRAIN VALVE, TYP. INSPECTORS TEST AND DRAIN CONNECTION SUPERVISED SHUT OFF VALVE, TYP. — PROVIDE FIRE DEPARTMENT FDC SIGNAGE--, POST FDC INDICATOR VALVE, SEE SITE PLAN—\ FIRE SERVICE FLOV DRAI INSPI AND CONI SUPE OFF' PROS DEPF FDC, POST INDIC VALE SITE FIRE SERA, TO GASIFIER & DRAIN RISER, SEE SOLIDS HANDLING FLOOR PLANS. SEE ROOMS TEST & DRAIN VALVE FLOOR ASSEMBLY DETAIL 2 CONTROL F-3 VALVE(] 2 F-3 \Q WATER GAUGE DRAIN VALVE, TYP. INSPECTORS TEST �FSF—AND DRAIN FS ° CONNECTION FLOW SWITCH Cn cn SUPERVISED SHUT DCIA OFF VALVE, TYP. i DCVA WATTS LF876V DCIA TO DOMESTIC WATER FIRE RISER WET DETAIL SCALE: NONE F-3 6" SAN FIRE RISER WET DEMO DETAIL Lj� SCALE: NONE F-3 bhr_ CONSULTANTS BHC Consultants, LLC 206.505.3400 ISSUED FOR PERMIT 04-2021 BAJ BPR 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com [if I S I ENGINEERS Seattle // Spokane // Baltimore Designed: B. Johnson Drawn: B. Boone Checked: B. Roush V I %1 111 Y 1 \1 VLI Scale: NONE TEST AND DRAIN VALVE ASSEMBLY DETAIL �Z� SCALE: NONE F-3 One Inch At Full Scale If Not One Inch Scale Accordingly AM E CO Green •Clean •Sustainable 4 ° EDMONDS WWTP CARBON RECOVERY FIRE PROTECTION DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE M P OF OF wASyO(-n �P c� m i s A 45144 /STE\ �SS/ONAL ENG\ 04.07.2021 SIGNED Drawing: F-3 Sheet: 99 of 114 File: P20-10570 F-3 Date: April2021 (1) 0 0 0 Q U E m 00 N ti 0 N 0 N 0 a iv a 0 W 0 ti 0 o N a- Q) 0 U mo a� Cn E N 0 cn 2E 0 c� a� E m a_ m ~I 0 r` Ln 0 0 N X E I 0 0 0 N X c LL MR MOTORS AND POWER EQUIPMENT RACEWAY SYMBOLS LIGHTING & RECEPTACLE SYMBOLS ABBREVIATIONS O GROUND ROD IN GROUND ROD BOX —oSAo-- SURGE ARRESTER CONDUIT RUN 3/4"C, UNLESS OTHER WISE SHOWN LIGHTING FIXTURES A, AMP AMPERE M METER, MOTOR A-4 4412 FOR POWER CIRCUITS TO PANEL "A" CKT "4" AC AIR COMPRESSOR, ALTERNATING MCC MOTOR CONTROL CENTER �° DISCONNECT OR SWITCH o LIGHTING FIXTURE CURRENT MCP MFGR MAIN CONTROL PANEL MANUFACTURER FT]TRANSFORMER C-XX TAGGED CONDUIT RUN - SEE CONDUIT & WIRE AF AMPERE FRAME MH MANHOLE TRANSFORMER SCHEDULE FOR DETAILS. STRIP LIGHTING FIXTURE AFF ABOVE FINISHED FLOOR MO MAGNETIC ONLY (CIRCUIT BREAKER) P-POWER, C-CONTROL, S-SIGNAL Al ANALOG INPUT POINT (PLC) MOV MOTOR OPERATED VALVE MOTOR STARTER W/ DISCONNECT o 15/1 THERMAL MAGNETIC CIRCUIT BREAKER, WALL MOUNTED FIXTURE � AIC AMPERES INTERRUPTING CAPACITY MS MOTOR STARTER RATING/NO. POLES MO = MAGNETIC ONLY D UNTAGGED CONDUIT RUN - CONTRACTOR TO (SURFACE OR ARM) AIL AMBER INDICATING LIGHT MTS MANUAL TRANSFER SWITCH ° PROVIDE RACEWAY FOR CONTROL OR SIGNAL AL ALARM I�I_l DISCONNECT SWITCH, NON FUSED � THERMAL OVERLOAD RELAY WIRING AS REQUIRED BY THE EQUIPMENT, IN ALT ALTERNATOR N NEUTRAL E 60A (60A) INDICATES AMPERAGE RATING ACCORDANCE TO THE WIRING DIAGRAMS, OR AS ®--E] POLE ARM MOUNTED FIXTURE AM AMMETER NC NORMALLY CLOSED ATS - AUTOMATIC TRANSFER SWITCH SPECIFIED. CONDUIT SIZE PER NEC; MINIMUM 3/4" AO ANALOG OUTPUT POINT (PLC) NEC NATIONAL ELECTRICAL CODE ° ° MTS -MANUAL TRANSFER SWITCH "C" _ (120V) #14 CONTROL WIRE, #12 POWER WIRE AS AMPERE SWITCH NEMA NATIONAL ELECTRICAL MANUFACTURERS �l DISCONNECT SWITCH, FUSED 100=SWITCH �� �� _ S = TSP SIGNAL WIRE 0 RECESSED LIGHT FIXTURE AT AMPERE TRIP NF ASSOCIATION NON FUSED 100A RATING, 80=FUSE RATING XKVAR POWER CAPACITOR WITH KVAR RATING "D" = DEVICENET CABLE CONNECTION ATS AUTOMATIC TRANSFER SWITCH N.O. NORMALLY OPEN 80AF "E" =ETHERNET CABLE CONNECTION (CAT-5) "F" I--' -0 INFRARED FLOOD LIGHT FIXTURE AWG AMERICAN WIRE GAUGE D UTILITY METERING FF D VFD = VARIABLE FREQUENCY DRIVE VSD = VARIABLE SPEED DRIVE = FIRE ALARM PANEL CONNECTION PROVIDE # OF WIRES AS REQUIRED. BAT BATTERY OI OIT OPERATOR INTERFACE OPERATOR IN TROUBLE BC BATTERY CHARGER OL OVERLOAD RELAY M MOTOR SSS = SOLID STATE STARTER CONDUIT TURNED UP OR TOWARD �� EXIT LIGHT FIXTURE WALL MOUNTED BH BLOCK HEATER OT OVER TEMP BIL BLUE INDICATING LIGHT MOTOR -NUMBER "15" INDICATES D RACEWAY TURNED DOWN BKR BREAKER P PB POWER PUSH BUTTON F EXHAUST FAN 15 HORSEPOWER — — CONDUIT CONCEALED REMOTE EXIT LIGHT FIXTURE BP BYPASS CONTRACTOR PBC PULLBOX (CONTROL) C CONDUIT, CONTROL PBD PULLBOX (DATA) CONDUIT EXPOSED PBL PUSH BUTTON -LIGHTED PANELBOARD, SWITCHBOARD, MCC MS MS OR M =MOTOR STARTER CONTACTOR roS OCCUPANCY SENSOR CAP CAPACITOR PBP PULLBOX (POWER) C = CONTACTOR, BP = BYPASS CONTACTOR CONDUIT JUNCTION BOX CEILING MOUNTED CB CIRCUIT BREAKER PBS PULLBOX (SIGNAL) IC = ISOLATION CONTACTOR CKT CIRCUIT PCP POWER AND CONTROL PANEL 50A FUSE WITH AMPERE RATING H HH PB = PULL BOX, HH = HANDHOLE SWITCHES CNT START COUNTER PE PHOTO ELECTRIC RELAY C=CONTROL, S=SIGNAL, P=POWER CP CONTROL PANEL PFR PHASE FAILURE RELAY 3 CURRENT TRANSFORMER, NUMBER "3" CPT CONTROL POWER TRANSFORMER PLC PMD PROGRAMMABLE LOGIC CONTROLLER POWER MONITORING DEVICE PACKAGED POWER AND CONTROL PANEL INDICATES NUMBER OF CTS I CONDUIT CAPPED P3a CR CONTROL RELAY D DIMMER 2 DOUBLE POLE CT CURRENT TRANSFORMER PNL POT PANEL POTENTIOMETER UTILITY METERING PULL OUT SWITCH/PLUG-RECEPTACLE CORD OR FLEXIBLE CONDUIT E EXISTING SWITCH 3 THREE WAY CU CV COPPER CHECK VALVE PS PRESSURE SWITCH, PUMP STATION CONNECTION K KEY OPERATED SWITCH 4 FOUR WAY PSE PUGET SOUND ENERGY M MOTOR RATED PT POTENTIAL TRANSFORMER GROUND O THERMOSTAT, HVAC MC MOMENTARY CONTACT, a LOWER CASE = DB DIRECT BURIED PVC POLYVINYL CHLORIDE (CONDUIT) THREE POSITION SWIITCH LEG DC DIRECT CURRENT — WIRE DIAGRAMS, ONE -LINES, MISC P SWITCH WITH PILOT LIGHT DEM DEMAND RCP REMOTE CONTROL PANEL SPD SURGE PROTECTIVE DEVICE Ts THERMOSTAT AND PRESSURE TRANSMITTER, HVAC R REOSTATE - SPEED CONTROL DF DEMAND FACTOR RIL RED INDICATING LIGHT EXISTING T TIMER DI AC DIGITAL INPUT POINT (PLC) RO RUN - OFF - - - - - — FUTURE WP WEATHER PROOF XP EXPLOSION PROOF DM DO DIGITAL METER AC DIGITAL OUTPUT POINT (PLC) RTD RTM RESISTANCE TEMPERATURE DEVICE RUN TIME METER ELEMENTARY WIRING DIAGRAM SYMBOLS RV REDUCED VOLTAGE IN MAGNETIC LIMIT SWITCH DWG DRAWING RVAT REDUCED VOLTAGE AUTO TRANSFORMER o N.O. N.O. " a PROPOSED WORK/EQUIPMENT NORMALLY NORMALLY xoo HOA = HAND/OFF/AUTO SWITCH I KS KEY SWITCH EDP EMERGENCY DISTRIBUTION PANEL GROUND FLOOR) S STARTER OPEN CLOSED HOR = HAND/OFF/REMOTE SWITCH CONDUCTORS NOT CONNECTED (ON SA SIGNAL SURGE ARRESTOR � oox OCA = OPEN/CLOSE/AUTO SWITCH EF EXHAUST FAN SCL SEATTLE CITY LIGHT ° RO = RUN/OFF CONDUCTORS CONNECTED ENCL ENCLOSURE SE SERVICE ENTRANCE W SWITCH / SPECIAL PURPOSE CONNECTIONS EX EXISTING E PROTECTIVE DEVICE o oSWo SST STA SS STEEL PB O INDICATING LIGHT R=RED, G=GREEN, SSS SOLID STATE STARTER T PB A=AMBER, B=BLUE, W=WHITE ®2 SPECIAL PURPOSE EQUIPMENT CONNECTION F FUSED SV SOLENOID VALVE 0 0 o T 0 PUSH BUTTON FACP FIRE ALARM CONTROL PANEL SCONTROL RELAY / CONTACTOR REFERENCE SYMBOLS 4 SPECIAL PURPOSE EQUIPMENT CONNECTION FS FLOW SWITCH T THERMOSTAT NO INC WALL MOUNTED FT FLOW TRANSMITTER TC TIME CLOCK CONTACT FVNR FULL VOLTAGE NON -REVERSING TDOD TIME DELAY ON DE-ENERGIZATION TIME DELAY RELAY 100.1 1O CONDUIT FU FUSE TDOE TIME DELAY ON Fs Fs TDRERGIZATION RECEPTACLE OUTLETS FVR FULL VOLTAGE REVERSING TIME DELAY RELAY FLOW SWITCH TEL TELEPHONE �L LIGHTS 2 G, GND GROUND TNI TELEPHONE NETWORK INTERFACE LS LS Q TWISTED SHIELDED PAIR (TSP)9 GFCI DUPLEX RECEPTACLE OUTLET GEN GENERATOR TS TSP TEMPERATURE SWITCH TWISTED SHIELDED PAIR ono b� o-ra p LEVEL SWITCH QQ WALL MOUNTED GFI GROUND FAULT INTERRUPTER TST TWISTED SHIELDED THREE WIRE FIT-111 EQUIPMENT TAG (NEMA 5-15R UNLESS OTHERWISE SPECIFIED) GFP GROUND FAULT PROTECTOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER sv 6 GIL GREEN INDICATING LIGHT TYP TYPICAL Ps Ps sv SOLENOID VALVE WP QUADRUPLE RECEPTACLE OUTLET GRS (GRC) GALVANIZED RIGID STEEL ° °� PRESSURE SWITCH 000NSTRUCTION NOTE WALL MOUNTED (CONDUIT) UH UNIT HEATER UPS UNINTERRUPTIBLE POWER SUPPLY TS TS - RTM RUN TIME METER, AMP -AMP RTM - = DUPLEX RECEPTACLE OUTLET H HOT, HIGH, HAND o 07 TEMPERATURE SWITCH METER, CNT = COUNTER HMI = OPERATOR CONTROL INTERFACE INSTRUMENT TYPE / FUNCTION CEILING MOUNTED HH HID HAND HOLE HIGH INTENSITY DISCHARGE V VS VOLT VIBRATION SWITCH (VFD OPERATOR & DISPLAY) FN INSTRUMENT SINGLE RECEPTACLE HMI HUMAN MACHINE INTERFACE VFD VARIABLE FREQUENCY DRIVE zS zS LIMIT SWITCH # DESIGNATION HOA VSD HAND OFF AUTO (SELECTOR SWITCH) VARIABLE SPEED DRIVE SPEED POT cc� ®4 SPECIAL PURPOSE RECEPTACLE OUTLET HP HORSEPOWER W WATT FT F- INSTRUMENT - FS -FLOW SWITCH, INSTRUMENT NUMBER 6 SPECIAL PURPOSE RECEPTACLE OUTLET HS HTR HAND STATION (HOA SWITCH & POT) HEATER WHM WIL WATT HOUR METER WHITE INDICATING LIGHT + BATTERY FT =FLOW XMTR, PS= PRESSURE SWITCH, WALL MOUNTED WP WEATHER PROOF PT = PRESSURE XMTR, ZS = LIMIT SWITCH, HORN IC ISOLATION CONTRACTOR Call 48 Hours VS = VIBRATION SWITCH, VT = VIBRATION ADUPLEX DATA OUTLET (RJ45 STYLE) ISR INTRINSICALLY SAFE RELAY XFMR TRANSFORMER Before You Dig XMTR, MS =MOISTURE SWITCH, ° BLOWN FUSE INDICATOR © KVA KILO VOLT AMPS XP EXPLOSION PROOF FIE = FLOW ELEMENT, LE = LEVEL ELEMENT, TE -TEMP ELEMENT � � (X) SURFACE METAL RACEWAY WITH RECEPTACLE KVAR KILO VOLT AMP REACTIVE XMTR TRANSMITTER 'I-$��-424-5555 OT1 INDICATING LIGHT: AT "X" OC KVARH KILOVAR HOUR ZS LIMIT SWITCH UNDERGROUND SERVICE A = AMBER G = GREEN W = WHITE KW KILOWATT LS INSTRUMENT - LS = LEVEL SWITCH, TS = TEMPERATURE SWITCH, B = BLUE R = RED GIL 1, 2, 3, ETC ARE CIRCUIT NUMBERS OF PANEL BOARD KWH KILOWATT HOUR TO WHICH OUTLET IS TO BE CONNECTED. REFER TO SELECTOR SWITCH: CIRCUIT SCHEDULE. L LOW, LIGHT �oF WAsHj��� HEATER - HEAT TRACE HOA FOR - FORWARD/OFF/REVERSE LC LIGHTING CONTACTOR HOR = HAND/OFF/REMOTE H HORIZONTAL LCP LOCAL CONTROL PANEL d �, HOA - HAND/OFF/AUTO WP WEATHER PROOF LE LEVEL ELEMENT K KIRK KEY INTERLOCK HOA RO = RUN/OFF XP EXPLOSION PROOF LS LEVEL SWITCH4806 °Fct GFCI GROUND FAULT CIRCUIT INTERRUPTER LT LEVEL TRANSMITTER sTERti POT = POTENTIOMETER LTG LIGHTING ssioivaL� �I-� 2aZr BHC Consultants, LLC Designed: N. Palmatier, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: E-1 Sheet: 100 of 114 1601 Fifth Avenue, bhc Seattle, Washington 206.505.3400 206.505.3406 (fax) Suite 500 98101 NTS AMERESCO 0 ELECTRICAL SYMBOLS AND ABBREVIATIONS Drawn: S. Olsoe One Inch at Full Scale R. I File: P20-10570_E-1 Date: Aril 2021 ISSUED FOR PERMIT 04-2021 GRM RAIDI CONSULTANTS www.bhcconsultants.comp Checked: G. Mockos, P.E. f Not One Inch Scale Accordingly Green • I •Sustainable No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED REQUIREMENTS FOR DESIGN (1) 0 0 0 Q U E m 0 N 00 Lr) ti 0 N 0 N 0 Q iv a 0 N W oI ti o ry CN o ai iv m0 a� Cn E N 0 cn 73 0 c� L E m n m ~I 0 ti Ln 0 0 N X E 0 I 0 0 N X E c� LL MR No. PRODUCTS 1.1 RACEWAYS A. LISTING AND LABELING: CONDUITS, TUBING, AND FITTINGS SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. B. GRC: COMPLY WITH ANSI C80.1 AND UL 6. C. PVC: SCHEDULE 40 PVC RACEWAY UL 651 LISTED SUITABLE TO DIRECT BURIED. D. FITTINGS FOR METAL CONDUIT: COMPLY WITH NEMA FB 1 AND UL 514B. CONDUIT FITTINGS FOR HAZARDOUS (CLASSIFIED) LOCATIONS: COMPLY WITH UL 886 AND NFPA 70. E. JOINT COMPOUND: APPROVED, AS DEFINED IN NFPA 70, BY AUTHORITIES HAVING JURISDICTION FOR USE IN CONDUIT ASSEMBLIES, AND COMPOUNDED FOR USE TO LUBRICATE AND PROTECT THREADED CONDUIT JOINTS FROM CORROSION AND TO ENHANCE THEIR CONDUCTIVITY. 1.2 BOXES, ENCLOSURES, AND CABINETS A. GENERAL REQUIREMENTS FOR BOXES, ENCLOSURES, AND CABINETS: BOXES, ENCLOSURES, AND CABINETS INSTALLED IN WET LOCATIONS SHALL BE LISTED FOR USE IN WET LOCATIONS. B. CAST -METAL OUTLET AND DEVICE BOXES: COMPLY WITH NEMA FB 1, FERROUS ALLOY, TYPE FD, WITH GASKETED COVER. C. SMALL SHEET METAL PULL AND JUNCTION BOXES: NEMA OS 1. 1.3 CONDUCTORS A. CONDUCTORS: COMPLY WITH NEMA WC 70/ICEA S-95-658. B. CONDUCTOR INSULATION: COMPLY WITH NEMA WC 70/ICEA S-95-658 FOR TYPE XHHW-2-XHHW 2. 1.4 FUSES: A. FUSES SHALL BE OF THE TYPE AND AMPERAGE INDICATED ON THE DRAWINGS. THE VOLTAGE RATING SHALL BE APPROPRIATE FOR THE APPLICATION INDICATED. THE FUSE TYPES INDICATED ON THE DRAWINGS IMPLY A CERTAIN SET OF FUSE CHARACTERISTICS. NO SUBSTITUTIONS OF FUSE TYPES WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. B. ALL FUSES USED ON THE PROJECT SHALL BE PROVIDED WITH "BLOWN FUSE" INDICATORS. C. WHERE FUSES IN MOTOR CIRCUITS ARE INDICATED BUT NOT SIZED, PROVIDE MANUFACTURER'S RECOMMENDED FUSE SIZE BASED ON ACTUAL MOTOR INSTALLED. D. PROVIDE FUSE PULLER OR PULLERS FOR FUSE SIZES USED. E. PROVIDE A MINIMUM OF THREE SPARE FUSES FOR EACH FUSE USED. F. ACCEPTABLE MANUFACTURERS: 1. BUSSMAN 2. GOULD SHAWMUT 3. LITTLEFUSE 4. RELIANCE 1.5 DISCONNECTS: A. DISCONNECT'S RATING SHALL BE CHOSEN BY THE CONTRACTOR TO MEET THE REQUIREMENTS OF THE EQUIPMENT SERVED. B. SWITCH SHALL BE HEAVY DUTY TYPE, SHALL BE QUICK -MAKE QUICK -BREAK AND SHALL BE HORSEPOWER RATED. SWITCH SHALL HAVE BLADES AS REQUIRED TO OPEN ALL UNGROUNDED CONDUCTORS AND SHALL BE SINGLE THROW UNLESS NOTED. C. ENCLOSURE SHALL BE NEMA 3R OR NEMA 4, STAINLESS STEEL. D. FUSIBLE DISCONNECTS SHALL BE AS ABOVE WITH ADDITION OF FUSE SPACE AND CLIPS TO ACCEPT CLASS R FUSES. USE ONLY WHERE REQUIRED BY EQUIPMENT MANUFACTURER TO MEET UL INSTALLATION REQUIREMENTS. E. DISCONNECTS SHALL BE LOCKABLE IN BOTH THE OPEN AND CLOSED POSITION. F. TWO WAY DISCONNECTS SHALL BE MECHANICALLY INTERLOCKED SUCH THAT ONLY ONE SOURCE CAN BE CONNECTED AT TIME TO THE LOAD. THE TWO WAY DISCONNECT SWITCHES SHALL PROVIDE MEANS SUCH THAT THE FUSIBLE LINKS MAY BE CHANGED WITH ALL POWER REMOVED TO THE FUSES. EXECUTION 2.1 RACEWAY APPLICATION A. INDOORS: APPLY RACEWAY PRODUCTS AS SPECIFIED BELOW UNLESS OTHERWISE INDICATED: 1. EXPOSED: GRC 2. DAMP OR WET LOCATIONS: GRC. 3. CONCEALED OR BURIED: PVC. 4. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT USE NEMA 250, TYPE 4 STAINLESS STEEL IN DAMP OR WET LOCATIONS. B. MINIMUM RACEWAY SIZE: 3/4-INCH (21-MM) TRADE SIZE. C. RACEWAY FITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION. 1. RIGID STEEL CONDUIT: USE THREADED RIGID STEEL CONDUIT FITTINGS UNLESS OTHERWISE INDICATED. COMPLY WITH NEMA FB 2.10. 2. FLEXIBLE CONDUIT: USE ONLY FITTINGS LISTED FOR USE WITH FLEXIBLE CONDUIT. COMPLY WITH NEMA FB 2.20. 3. PVC CONDUIT: USE NON-METALLIC CONDUIT BODIES. COMPLY WITH NEMA FB 2.10. ISSUED FOR PERMIT Revision 04-2021 GRM RAID Date By App-d 2.2 RACEWAY INSTALLATION A. COMPLY WITH NECA 1 AND NECA 101 FOR INSTALLATION REQUIREMENTS EXCEPT WHERE REQUIREMENTS ON DRAWINGS OR IN THIS ARTICLE ARE STRICTER. B. COMPLETE RACEWAY INSTALLATION BEFORE STARTING CONDUCTOR INSTALLATION. C. INSTALL NO MORE THAN THE EQUIVALENT OF THREE 90-DEGREE BENDS IN ANY CONDUIT RUN EXCEPT FOR CONTROL WIRING CONDUITS, FOR WHICH FEWER BENDS ARE ALLOWED. SUPPORT WITHIN 12 INCHES (300 MM) OF CHANGES IN DIRECTION. D. SUPPORT CONDUIT WITHIN 12 INCHES (300 MM) OF ENCLOSURES TO WHICH ATTACHED. E. THREADED CONDUIT JOINTS, EXPOSED TO WET, DAMP, CORROSIVE, OR OUTDOOR CONDITIONS: APPLY LISTED COMPOUND TO THREADS OF RACEWAY AND FITTINGS BEFORE MAKING UP JOINTS. FOLLOW COMPOUND MANUFACTURER'S WRITTEN INSTRUCTIONS. F. RACEWAY TERMINATIONS AT LOCATIONS SUBJECT TO MOISTURE OR VIBRATION: USE INSULATING BUSHINGS TO PROTECT CONDUCTORS INCLUDING CONDUCTORS SMALLER THAN NO. 4 AWG. G. TERMINATE THREADED CONDUITS INTO THREADED HUBS OR WITH LOCKNUTS ON INSIDE AND OUTSIDE OF BOXES OR CABINETS. INSTALL BUSHINGS ON CONDUITS UP TO 1-1/4-INCH (35MM) TRADE SIZE AND INSULATED THROAT METAL BUSHINGS ON 1-1/2-INCH (41-MM) TRADE SIZE AND LARGER CONDUITS TERMINATED WITH LOCKNUTS. INSTALL INSULATED THROAT METAL GROUNDING BUSHINGS ON SERVICE CONDUITS. H. INSTALL RACEWAYS SQUARE TO THE ENCLOSURE AND TERMINATE AT ENCLOSURES WITH LOCKNUTS. INSTALL LOCKNUTS HAND TIGHT PLUS 1/4 TURN MORE. I. DO NOT RELY ON LOCKNUTS TO PENETRATE NONCONDUCTIVE COATINGS ON ENCLOSURES. REMOVE COATINGS IN THE LOCKNUT AREA PRIOR TO ASSEMBLING CONDUIT TO ENCLOSURE TO ASSURE A CONTINUOUS GROUND PATH. J. CUT CONDUIT PERPENDICULAR TO THE LENGTH. FOR CONDUITS 2-INCH (53-MM) TRADE SIZE AND LARGER, USE ROLL CUTTER OR A GUIDE TO MAKE CUT STRAIGHT AND PERPENDICULAR TO THE LENGTH. K. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200-LB (90-KG) TENSILE STRENGTH. LEAVE AT LEAST 12 INCHES (300 MM) OF SLACK AT EACH END OF PULL WIRE. CAP UNDERGROUND RACEWAYS DESIGNATED AS SPARE ABOVE GRADE ALONGSIDE RACEWAYS IN USE. L. FASTEN JUNCTION AND PULL BOXES TO OR SUPPORT FROM BUILDING STRUCTURE. DO NOT SUPPORT BOXES BY CONDUITS. 2.3 INSTALLATION OF CONDUCTORS AND CABLES A. USE MANUFACTURER -APPROVED PULLING COMPOUND OR LUBRICANT WHERE NECESSARY; COMPOUND USED MUST NOT DETERIORATE CONDUCTOR OR INSULATION. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND SIDEWALL PRESSURE VALUES. B. USE PULLING MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET -WEAVE WIRE/CABLE GRIPS, THAT WILL NOT DAMAGE CABLES OR RACEWAY. C. PROVIDE RE -ENTERABLE ELECTRICAL PUTTY OR SEALANT IN CONDUITS WHERE CONDUCTORS ENTER PANEL. bhc CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: N. Palmatier, P.E. Drawn: A. Bradley Checked: G. Mockos, P.E. Scale: NTS One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green • Clean • Sustainable EDMONDS WWTP CARBON RECOVERY ELECTRICAL REQUIREMENTS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE H 44806 O��FGI ST6R� SSIONAL�' 1-I- 7 202 f Drawing: E-2 Sheet: 101 of 114 File: P20-10570_E-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry 0 L U 0 U O Y U O (0 0 ca (D E I 0 r` 0 0 N X i 0 m E m n m O' ti u7 O O N X C (0 D_ U U) 0- 0 n o' Ln 0 0 N X Q 0 U) 0 n LL 0- 0 o_ I O 0 0 N X � 0 O 0 0 L to Q L 0 �m O U of E � cr3 C) 0 0 o L N X o — ' U 7 No 0 N Q O CD a- Q Q CD ai 0 0 ca , � o O N X w U) O' U m L w o a 0 0 N � 0 E o ca I o N ii X N 0 U) C/) 0 of (ti LO O U O X 0 0 W X U w 0 oI CD I CD 0 0 LO o X o0- N O cn 1-- -0 X O w E O' w O 0 U � o X Q m � E c� c� c U � c) i••L X No. 0 20 40 Scale in Feet I a, ISSUED FOR PERMIT FINAL CLARIFIER NO. 3 I AERATION BASINS ------- --------- PRIMARY PRIMARY CLARIFIER I CLARIFIER 011 IN FINAL CLARIFIER NO. 1 0 N0.2 I N0.1 HEADWORKS I BUILDING EX MOTOR CONTROL I CENTER MCC-601 B I 3"PRMC, ACTIVE CARBON PRIMARY j ODOR I 3-250KCMIL FILTER, SEE MECH I CLARIFIER SEE DWGS E-9, E-10, I CONTROL & 1#4G HH NO. 3 E-11, E-12 AND E-13 I SEE DWG E-5 PANEL 1" PRMC, +8 -0 PLC-601 I I ODOR I 12 #14 & ABOVE I I CONTROL 1" PRMC, EX MOTOR TUNNEL I EX PLANT I FAN I ; - 1 CAT6 CONTROL CENTER I CONTROL PANEL MCC-601A ..: H 103 �u 1 ' +g�_0�� RAW SLUDGE SCRIBED X - - -- - — — -- 0: O ABOVE PUMPING STATION592 I TUNNEL BELOW GASSIFICATION - I B TAP BLOCK (SOLID 1� CONTROL PANEL HANDLING ROOM) FF=21.36 (GASIFIER ROOM) I '^ EX 3 - 4" RMC 3 SETS FF=21.30 J 6-J W I 1 - I 3- 600 KCMIL & 1- 2/0 AWG G Z 1 P8» UNDERGROUND FUEL STORAGE TANK �QI I I I FILLER CAPS (TYP) :.. EX BUILDING FEEDER -J 106 101 Q SPIKE L I I SOLIDS PROCESS"' Z F=— - BUILDING � �I HYDRAULIC POWER FF=19. W I C F- M P12' UNIT HPU-623, ( I GASIFIER ROOM II I e II SEE DWG E-14 II W M »I 8 AA 1 II W :••:X•.•.•.••.•......••.:.••.:..........•.. tt �IE 1P.41 SC 9+1 L.. n . n..... . o SCREEN I WASHER/COMPACTOR CONTROL PANEL I � 107 IL 110 SPIKE PK I I 04-2021 GRM RAID Revision Date By App'd FF=17.35 0 o I G --� SS S AC W W DRAIN G % -u GP PW EX UNDERGROUND FUEL STORAGE TANK OPERATIONS BUILDING BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale 1 " = 20'-0" One Inch at Full Scale If Not One Inch Scale Accordingly I B SIDE I — EX SWBD 301 A SIDE `2 r O Cn \W a 0 Z AC 102 SPIKE EX POWER PULL HOLE EX MCC-101A W )T1 EX MCC-101 EX MCC-102 PLC-101 EX HEADWORKS CONTROL PANEL R CB 118( RIM 15.1 ELBOW NO VISIT 100 SPI SPIKE AC 7 AME E CO Green •Clean •Sustainable � CONSTRUCTION NOTES: OPROVIDE 6ST-OM4 FIBER AND 2-CAT6 CABLES. TERMINATE FIBER IN FIBER PATCH PANEL. EDMONDS WWTP CARBON RECOVERY ELECTRICAL SITE PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n ` m 44806 O� FG I S T �SSIONAL �I-�-aezi Drawing: E-3 Sheet: 102 of 114 File: P20-10570_E-3 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry N O U 0 0 L 0 O U O o � U � E � o o 00 p U)I N O o U) ti o L Q L Q IL 6 x W oI _O ~ � O � p wCN X I o — Ln 0 p •— E 0 N � E m ca Q- a U ca N � x w of CnF- Ln O U ry X c o cFa ca 0 U — n m � ~I � o Ln o tCD ti L o o N x o E c - N O E �I w o O o U C o m X Q E c� c� c U � Un i••L X No. 0 a �. ISSUED FOR PERMIT O O2 MECHANICAL (FUTURE ID FAN ROOM) O INCINERATOR ROOM (FUTURE SOLIDS i HANDLING -ROOM AND GASIFIER ROOM) L fo 10 o\ O O REMOVE EX CF-642 1 A( P« NL,,,10VE EX CF-641 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(AW Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Revision Date By App'd 0 O wd '6 dr I' • � 4 CHEMICAL FEED SHOP :': — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- — — — — — — — — — — -- I I I I I I I I I Designed: N. Palmatier, P.E. Drawn: A. Bradley Checked: G. Mockos, P.E. Scale: 3/16" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly POLYMER FEED II II REMOVE EX CF-662 ASH DEWATERING O MAINTENANCE / OFFICE I II II II II II II II O_ II II II 'REMOVE IMOTORIZED I ILOUVER II II II STORAGE I I II II III AMERESCO Green •Clean •Sustainable � qr I� �— PRESERVE AND PROTECT r, j` EXISTING MCC ROOM LOOKING NORTH (TOWARD CLASSIFIERS) PHOTO NTS _ 1. SEE DRAWING D-1 NOTES. 2. SEE HVAC DEMO DRAWINGS FOR POWERED EQUIPMENT DEMOLITION. REMOVE WIRE TO MCC FOR ALL HVAC EQUIPMENT DEMOLISHED. 3. REMOVE LABELS ON MCC AND ELECTRICAL PANELS WHEN EQUIPMENT IS REMOVED. CONSTRUCTION NOTES: 1D REMOVE EQUIPMENT CONTROL PANE, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE CONDUIT IN IT'S ENTIRETY. a OSEQUENCE DEMOLITION AND REMOVAL OF ELECTRICAL POWER WITH MECHANICAL DEMOLITION. REMOVE ELECTRICAL GEAR AND ASSOCIATED O CONDUCTORS TO EQUIPMENT UNLESS NOTES OTHERWISE. •: L Call 48 Hours Before You Dig 1-800-424-5555 •''•'f A. UNDERGROUND SERVICE EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SHOP FLOOR ELECTRICAL DEMOLITION PLAN n 44806 O� FG I S �ss10wA1J ��'� �I-�-aezi Drawing: E-4 Sheet: 103 of 114 File: P20-10570_E-4 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry (1) (1) L U O O U O L Q �I 0 U) n3 L LL X W I 0 I— L0 0 r 0 N X L ca O 1= co O I•� Co Co I..L a U (3) U >_ U) M O M L o I . o 00 ti o cn 0 N oN X O L Q a Q i co U) - U O d W CL w of 01 0 0 C\j a X ai — E QCo CL LL �I ca N � L LL "6 X W al �o U 0 ry X C- O t -0 co c 0 U d 00 � ~I o L0 0 l0 L0 0 0 N X o O E �I 'o 0 U 6 U) � X Q ai co Co c U � U �4-- co X No. EX MCC 601A GASIFICATION ROOM SUPPLY FAN SF-1 FEEDER BREAKER DEWATERED SLUDGE PUMP FEEDER CIRCUIT BREAKER TO GASIFIER CONTROL PANEL (GASIFIER ROOM) ISSUED FOR PERMIT CONNECT HAVC HEATER NEMA4X ENCLOSED CIRCUIT BREAKER III Dr%Af- a441 n/: V A 1 EX MCC 601 B —1,41 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(AZO Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Revision Date By I App'd EX PLC CABINET EX PLC-601 Designed: N. Palmatier, P.E. Drawn: A. Bradley Checked: G. Mockos, P.E. GYMNASIUM Scale 1/2" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO4: Green • Clean •Sustainable � d La 4 d d ;4 Q• a • 4• d •. d EX STORAGE MCC CONSTRUCTION NOTES: 1O PROVIDE POWER TAP IN OR NEAR MCC. O2 SEAL WALL PENETRATIONS. O3 IT IS ACCEPTABLE TO USE EXISTING PATHWAY IF AVAILABLE. 4O REMOVE EXISTING CONDUITS AS NEEDED. EDMONDS WWTP CARBON RECOVERY SOILDS PROCESSING BUILDING MCC ROOM ELECTRICAL PLAN 4 d• . d g Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n v Yd 44806 9 �� IS SSIONALO '1-7-2ozi Drawing: E-5 Sheet: 104 of 114 File: P20-10570_E-5 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED iE U O 0 cD Q Q UI LD 0 U) LL x w CDf ti 0 0 N x 0 m E m a_ U) O U a� U) 0- 0 n of 0 0 N x 0 U U) X 0 w U I O o o � o 0 N Q x U E 0 L N OI Orl_ 66 In 0 0 N � N CDx rD U) CD U) Q U Q O � m 0 0rl- In 0 w 1 00 � N I x O — U 7 0 0 O 01 LL o N 0' u) N 0)x L Q U) o -0 C/) > 0- 0 0 � �I C: O 0 r__ -0 In O (0 � C o a_ N �x L 01 Q LO I O on N L U)LL -0 X 0 LLJ E of -0 r-- w U-) 0 O 0 � o x Q ai 0E U o U)LL ~v L X NORTH L —J EX CONDUIT SL-103 STUB -UP I I I I ADD ALTERNATE #1 EX S-101 UPSTREAM I/ LEVEL SENOR I I I \ H-101, `y 1"C,6#14 CVR-101 EX C-101 1 "C, 8#14 & 3/4"C, 2#12 & 1#12G N SC-101 ADD ALTERNATE M #1 & #9 O8 SS STANCHION AND MOUNTING PLATE GG + 12'-01 I&I , SAM-102 SAM-101 SAM-207 r ADD ALTERNATE #1 -101 I SL-1 I I _-- CI -'Ina—— r � OH-104 HEADWORKS COMPACTOR CONTROL PANEL EX VFD SPARE MCC-102 3 SP-101 A 1 "C, 3#10 & SL-105 - 1#10G I MCC-101 I 208V/120Y PANEL "PNL 101" MCC 101A I MCC / CONTROLS HMI PANEL % EX 102 VFD / r-- EX 103 VFD I � I � I I TO SCREENINGS / L L — — — T_ — — I I I CONTROL PANEL H-112 I I '11' MCC-102 1 C, 6#14 & I I I PTO SCREENINGS 3#12 & 1#12G I CONTROL PANEL S-101 S-102 S-103 EL -0.60 4 I I SUMP DP-1106 I TRENCH I I DP-1 m7 I SUMP I H-110 DRAIN TO SCREENINGS • ONTROL PANEL CVR-101 E-STOP CORD 5 -4 11 --------------�� — �� -- ---- All,1 ( 1 / _ /H-111 - — IL 2#12 & 1#12G I I I EX G-101 ILEVE FAF-120 39" FA DISCONNECT SWITCH RINDER I FAF-121 (DdWN(NEMA 7)ALtERN E #91 ISCHARGE I TO LOW HATCH BELOW 1 SL-106 I I �L-107 I I SL-108 I II I SG-101 SG-102 — — ------- --- --�--- ---- �SG_103 —�G-10lie II II -- ----- "HAND -OFF -AUTO" CONTROL STATIONS TO DOR / (NEMA 7) I I' H-113 I I I CON ROL FIT-1 Q4 I — FIT-106 FIT-105 1 I SYSTEM ANEL �-� -- — — — --- — — --- ---- ---- ----- ---------- -- ---� II - — — — — — — II III _ _ II II HEADWORKS MATCHLINE, SEE DWG E-7 PLAN SCALE: 1/4" = 1'-0" SECTION SCALE: 1/4" = 1'-0" ISSUED FOR PERMIT 04-2021 GRM RAD No. I Revision Date By App'd I 'U SP-102 3 H-102, `y H-103, `yj —\ RELOCATED S-101 SC E R M O I I CONTROL STATION AND RS-101 LEVEL TRANSMITTER - 5 I " H-106 y F\\ I EX S-101 VFD - EX C-101 STARTER I I I RS-102 ROOM RS-103 � RS-1 A B C D E F G H I J K L CONTORL PANEL "HWCP" 3" PRMC, 3#1 /0 & 1 #6G 1" PRMC, 1-CAT6 & 2-2/C#16STP 2 - 1" PRMC, 12#14 ►T MCC-102 MCC-102 MCC-102 MCC-101 MCC-101 MCC-101 MCC-101 MCC-101 MCC-101 MCC-101 MCC-101 MCC-101A MCC-101A AUTOMATIC TRANSFER SWITCH FAF-120 S-101 MAIN CIRCUIT BREAKER D-130 GDR-101 SMP-101 AHU-110 LP-101 IP-101 M ATSE MLO S-102 ATS FDR SMP-207 P-106 LCV-117 IP-101 RS-104 RSP-101 RSP-103 MCC-101A FA-121 H-101 IP-101 BHP-651 IC-101 S-103 C-101 RS-102 MCB RS-102 TERM EUH-104 EUH-105 P-105 rEUEH-105 H-110 H-102 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 onc 206.505.3400 206.505.3406 (fax) C O N S U LTA N T S www.bhcconsultants.com Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly MCC ELEVATIONS DETAIL Ll� NTS AME E CO4: Green •Clean •Sustainable � ELECTRICAL PANEL LOCATIONS PANEL LOCATION GASSIFICATION CONTROL PANEL GASIFYCP (BASEMENT SOLIDS HANDLING BUILDING) HEADWORKS CONTROL PANEL HWCP (MCC / CONTROLS ROOM, HEADWORKS BUILDING) NOTES: 1. RECONFIGURE EXISTING MOTOR CONTROLLER UNITS IN MCC TO OPERATE WITH NEW MOTOR. IT IS ACCEPTABLE TO REUSE EXISTING CONDUCTORS AND CONDUIT. CONSTRUCTION NOTES: 1O EXTEND EXISTING MOTOR AND CONTROL CIRCUITS TO MODIFIED MOTOR LOCATION. SEE MECHANICAL FOR MORE DESCRIPTION. 2O ADDITIONAL PUMP NOT SHOWN FOR CLARITY. O3 PUMP IS LOCATED ON LOWER LEVEL. P-101 IS TAGGED AS SP-105 P-102 IS TAGGED AS SP-106 PROVIDE NAME PLATES TO MATCH NEW TAGS ON CONTROL STATIONS, DISCONNECT SWITCHES, AND MCC. 4O PROVIDE WIRING AND METHODS SUITABLE FOR CLASS I, DIVISION 1 ENVIRONMENTS O5 RELOCATE EX LEVEL INDICATOR AND CONTROL STATION TO LOCATION AS SHOWN. EXTEND EXISTING LEVEL TRANSMITTER SIGNAL CABLES TO NEW LOCATIONS. O6 LOCATED ABOVE THE SCREENINGS COMPACTOR. SEE DWG M-5 FOR DETAILS. O7 PROVIDE NEW 3P-20A CIRCUIT BREAKER IN EXISTING MCC. OPROVIDE STAINLESS STEEL STANCHION WITH STAINLESS STEEL MOUNTING PLATE. MOUNT EQUIPMENT WITH CENTERLINE 48" ABOVE FINISHED FLOOR. O9 PROVIDE NEW EXPLOSION -PROOF 3-WAY LIGHT SWITCH. CONNECT TO EXISTING LIGHT SWITCHES FOR ROOM. 10 SALVAGE EXISTING VFD TO OWNER. SCONFIGURE HIGH PRESSURE SWITCH SHUTDOWN TO STOP VFD FROM OPERATING. PROVIDE ADDITIONAL 2#14 TO MOTOR CONTROLLER VFD. EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING ELECTRICAL PLAN AND SECTION Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE P H m A� 44806 O� FG 1 S T Egg ���IONALOS �-I-7-2ozi Drawing: E-6 Sheet: 105 of 114 File: P20-10570_E-6 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED U 0 0 a� �o Cn C n x w oI Ln 0 0 N X c� L m E m O U O O U- om ~I cn� 0 0 UNo E X m N L CD �I 66 0 o� N O 0 N , O N O X Q � a� n L Q O �m wl OCD LO o `n 0 0 0 N N X N — E m I N m U 0 x of ti Ln -o U O X c O m x U w 0 oI CD I CD OLO o o X o0- N O U - x O w E oI -� w O O U � o m X Q m 0E U o U)LL X 0 4 8 Scale in Feet PRIMARY CLARIFIER NO. 2 RAW SLUDGE SCRIBEDOX PUMPING STATION No. BELOW YD 1592 RIM 23.56' MATCHLINE - SEE DWG E-9 ISSUED FOR PERMIT Revision CONDUIT WITH VFD CABLE & 1"PVC, 6#12 & 1#12G --------- I___� DOWN �I I J_ t II i a .%Iir II II a a II II / EX 30" x 36" _ REDUCER I I HEAT TRACE FOR BACKFLOW / PREVENTION SYSTEM _C El CLARIFIER NO. 1 ODOR CONTROL MAIN CONTROL PANEL 1"PRMC, 1-3/C#16SHLD 1"PRMC, 9#14 & 1#10G 1 C, 12#14 --\ HEAT TRACE —I-- I RETAINING WALL PER STRUCTURAL, I I yip I TOW EL 21.83 EX 36 FA, FRP / HANDRAIL I I > P P �- P p ;7 I I BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date I By I App'd iff i�I I I . Cfl W 0 5015' ROUND STEEL LIGHT POLE N W WATER HYDRANT W HEAT TRACE 0 I' 1 "C, 4#10 & 1 #10G W Iz SEE DRAWING E-2 FOR HEAT TRACE U J CIRCUIT INFORMATION CONTROLLERS 3 4 T1 I V 6 TO PANEL LP-101 Og � Q IN HEADWORKS BUILDING 6 4 3 WP V�6P '. d d 1 O HH WPIU — — — — — — — — — — — — — — ------------------ —_�.. a J. -ABW(} KS— — — -- - -- �CONT ANEL --------------- EF ----- BIOAIR 4---- 1 '_j — — — — — — — -----------E£CGF+LTETR--- ---1 — 2 0 _— =a ODOR CONTROL WATER PANEL 3f 8 ---_ - � d Designed: N. Palmetier, P.E. Drawn: A. Bradley Checked: R. Dorn, P.E. --� _----------------- C P P Scale: 1 " = 4'-0" One Inch at Full Scale If Not One Inch Scale Accordingly a PW A P 4 NPW NIPW -A A P - -P 1. REFER TO DWG M-1 FOR MECHANICAL GENERAL NOTES. EQUIPMENT POWERED FROM HEADWORKS BUILDING. 120V POWER FROM LP-101. CONSTRUCTION NOTES: 1O PROVIDE THROUGH -INSULATION HEAT TRACE CONNECTION KIT. OPROVIDE THOUGH -INSULATION HEAT TRACE TERMINATION KIT WITH LED INDICATOR LIGHT. 03 PROVIDE HEAT TRACE CONTROLLER WITH AMBIENT TEMPERATURE THERMOSTAT AND 30 mA GFI CONTROLLER. GFCI WITH LESS THAN 30 mA TRIP SETTINGS ARE NOT ACCEPTABLE. OPROVIDE STANCHION FOR MOUNTING EQUIPMENT. 05 PROVIDE LIGHTING POLE. ATTACH TO FOUNDATION. PROVIDE GFCI RECEPTACLE AT 48" ABOVE FINISHED GRADE WITH WEATHER-PROOF IN -USE METAL COVER (INTERMATIC OR EQUAL). 06 HEAT TRACE AND SST JACKETING ALL NON -START-UP SMALL DIAMETER PIPING ON BIOAIR ECOFILTER ASSEMBLY AND EXPOSED SERVICE CONNECTIONS TO THE ASSEMBLY AS REQUIRED. 07 ROUTE CONDUIT ADJACENT TO EXISTING CONDUITS OVER PARKING LOT DOOR TO JUNCTION BOX. ROUTE RMC EXPOSED; RNC (PVC) IS ACCEPTABLE CONCEALED. 08 ROUTE 120 VOLT CIRCUITS TO PANEL PNL 101 IN HEADWORKS BUILDING OVER PARKING LOT DOOR. IT IS ACCEPTABLE TO USE EXISTING PATHWAY IF AVAILABLE. IT IS ACCEPTABLE TO CONCEAL RNC (PVC) UNDER NEW SLAB. 09 ROUTE CIRCUITS TO HEADWORKS CONTROL PANEL IN HEADWORKS BUILDING OVER PARKING LOT DOOR. IT IS ACCEPTABLE TO USE EXISTING PATHWAY IF AVAILABLE. IT IS ACCEPTABLE TO CONCEAL RNC (PVC). 3"RMC, 3-250KCMIL O a & 1 #4G ITO MCC-101 TO PANEL 101 J 2' C O I GG 18 P — — P AMERESC4 Green •Clean •Sustainable � EDMONDS WWTP CARBON RECOVERY ODOR CONTROL SYSTEM ELECTRICAL PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n m 4 �4181r 406Sof �I-�-aezi Drawing: E-% Sheet: 106 of 114 File: P20-10570_E-7 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED NOTES: F L U 0 O U O 0 L (D O J 0 C0 LL x w O' ti 0 0 N X i N Q Q In' LD U) L LL Q O ^L LL I O 0 N X i N O J In N -O _C) O O C/) In (6 N 0 LL Q I)- 0 n E 01 ca ti ti Ln M O Lr) � O O N X N _ O N N Q Q o I Q O N (n (0 C a _O O � L LL W LLI O' o O O 0 a- X E E LL o_ m H 0 I Ln O 0 N X E O 0 0 N MR LL Q O U) 0- 0 CDI 0 0 N X E c� LL N MR No. 0 z ISSUED FOR PERMIT bhc 1 04-2021 GRM RAID CONSULTANTS Revision Date By App'd I 1 \IVI V, orr 1 V & 1#10G GINTERCOMMUNICATIONS HANDSET ABOVE PLATFORM SOLIDS DISPOSAL ROOM PLAN SCALE: 3/8" = 1'-0" BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com BELOW PLATFORM SOLIDS DISPOSAL R PLAN SCALE: 3/8" = 1'-0" Scale: Designed: N. Palmatier, P.E. 3/8" = 1'-01, Drawn: S. Olsoe One Inch at Full Scale If Not One Inch Checked: G. Mockos, P.E. Scale Accordingly PER DETAIL 3/E 14 VACUUM MAIN DRIVE EX ACTUATOR EX CIRCUIT AMERESCO Green • Clean . Sustainable 1. CONNECT TO PANEL LA602 USING MINIMUM #10 AWG, HOT, NEUTRAL AND GROUND IN 1" PRMC. REUSE EX CIRCUIT FOR LIGHTING. 2. SEE ECOREMEDY DRAWINGS FOR DETAILS ON PROCESS EQUIPMENT. 3. COORDINATE WITH COMPACTOR DESIGNED BY ECOREMEDY. ADJUST ORIENTATION OF LIGHTS TO ALLOW MAINTENANCE OF SCREENING COMPACTOR. CONSTRUCTION NOTES: 1O REPLACE MOTOR WITH ONE SUITABLE FOR CLASS II, DIVISION 2 ENVIRONMENTS. CONSULT MOTOR AND EQUIPMENT MANUFACTURER FOR SUITABLE REPLACEMENT O2 REPLACE RECEPTACLE WITH RECEPTACLE AND SYSTEM SUITABLE FOR CLASS II, DIVISION 2 O3 REPLACE INTERCOMMUNICATIONS TERMINAL WITH SITABLE FOR CLASS II, DIVISION 2 TERMINAL. PROVIDE GAI-TRONICS 701-304 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE d � � 44806 °s FGIST�g� �ssIONAL 0 1-I- 7 202 f EDMONDS WWTP CARBON RECOVERY Drawing: E-8 SOILDS PROCESSING BUILDING Sheet: 107 of 114 SOLIDS DISPOSAL ROOM File: P20-10570 E-8 ELECTRICAL PLAN Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 3/4"RMC, 2#10 & 1#10G NOTES: N N L U O Cn O U O Q Q �I 0 co LL x W (D I ti u7 0 O N X (0 Q 0 U) U _N W O_ O A I O O 0 N X L 2 m E LL E Cn U m m c I x W of ti Ln C I 0 0 � N O X to — L � 0 0 — Q � U � E c 00 W N L U m Cn u7 Q O ° A N of o ti N Lf) r` o C o Q Q X W� E 0 0 a_ U rn WI W O o 0 Ln o � Cl o � O o N X Q U- 0 N Cn Cn CI . Q o -0 - 0 0l �o O O � N X U — n m � ~I 5 o r` �I o 0 ti L o o N X of N 0 E of -0 ti W Ln 0 C U � o 0 X Q c U m C) iL X I I I I I I I I ° �1111= MAU-1 GASIFIER ROOM AIR SUPPLY FANS :. EF-1 SOLIDS HANDLING ROOM EXHAUST ° FAN SUSPENDED a. ; FROM CEILING �• EF-3 EXHUAST FAN .d A ECOREMEDY BRANCH 11 CIRCUIT BREAKER rl FIRE PROTECTION PIPE _ _ _ _ _ _ HEAT TRACE/HEAT `� i TRACE CONTROLLER i WPIU 1"RMC, 3-2/C#16STP e--s ® XP - — — — - MCC 601 B 1 "RMC, 1 CAT6 & 2-2/C#16STP SERVICE RECEPTACLE FOR HVAC EQUIPMENT AT MAU-1 1"C,6#14 — IzSS /TO SCRE NINGS CONTROL PANEL 'o` 1 SC-601 I G-601 2"RMC/LFMC, 1-3/C#10VFD & 4# 2 LT u . ® Frr � SCREENING WATER TO SCREENINGS 3/4"RN 1-2/C# ISSUED FOR PERMIT No. Revision 0 1-1/2"RMC/LFMC, 1-3/C#10VFD & 2#12 1 "RMC, 3#10 & 1 #10G EF-1 GASSIFICATION ROOM EXHAUST FAN VFD, SEE HVAC ----------- --- 1 "RMC, 2-2/C#16STP 3/4"RMC, 1-2/C#16STP CURRENT SENSORS 2O FOR EF-2, EF-3 CONTROL PANEL CONTROL PANEL MOTORIZED DAMPER MOV 1 "C, 8#14 & 3/4"C, Wp ® WP EF-2 EXHAUST FAN 2#12 & 1#12G M M M BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(AW Seattle, Washington 98101 206.505.3400 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By App'd Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. e• ° i L J -------------------------------- Scale 1/4" = 1'-01, One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable R a 1. PROVIDE INTERCONNECTIONS AS DESIGNED BY ECOREMEDY. CONSTRUCTION NOTES: 1O PROVIDE ENCLOSED CIRCUIT BREAKER. CIRCUIT BREAKER MUST BE A 3P-600A OR LARGER FRAME, 450A TRIP SETTING. PROVIDE CIRCUIT BREAKER IN A NEMA 4X ENCLOSURE. O2 PROVIDE CURRENT TRANSMITTER PER HVAC. INSTALL SENSOR ON POWER BRANCH CIRCUIT. PROVIDE SEPARATE MAGNETIC MOTOR CONTACTOR FOR EACH MOTOR CONTROLLED BY 24VDC PLC SIGNAL. ARRANGE CIRCUIT SUCH THAT MOTOR DAMPER ASSOCIATED WITH FAN IS CONTROLLED BY SAME CONTACTOR. MOTORIZED DAMPNER C I I� I I a II I II II II II II HEATER I I CIRCUIT I I II MCC 601 I I I I II I I II T XP I I IUN-1 HOW HEATER 3/4"RMC, 2#14 & 1#12G I II 3/4"RMC, 2#12 & 1#12G I I I I II I II Call 48 Hours Before You Dig I II 1-800-424-5555 I i it UNDERGROUND SERVICE EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SOLIDS HANDLING ROOM ELECTRICAL PLAN n � m -g x 4480, STol �ssIONAL �I-�-aezi Drawing: E-9 Sheet: 108 of 114 File: P20-10570_E-9 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry L U 0 0 U 0 c� m E m U (0 2 C n U- X w of o d L N 0 X L U 9 I E �n O i X CD 0 N O � N O Q X v m 0 m o E uL Q I � o w r� 0- 0 o I N o cEa o � N _N X iT C N E 0 0 0, U U L In V/ Q -0n i > I 0 O U � N O C � 0 0 -0 N X U — n m � ~I O In o tCD ti I o O N X o E U - N c � 0 E �I W� wo U Cn 0 Q m 0 E c� c� U 0 X I_ I— I_ I— 0 a Al. a ' d ° a •� .d 4 a . • 'a d d ° .a d .e • .e .d . a� L I I 'M(( 2 SETS EACH i cl ell - e!I■ I °. M d .a d a r ° . e d GASIFIER MAIN CIRCU BREAKER (SOLIDS HANDLING ROOM) w m T EX CIRCUIT I IIIIIIIIIIII � �� ECOREMEDY MAIN CONTROL PANEL EF-1 VFD SHO 1"RMC, 1-4/C#16SHLD MCC-601 B Fes' 4 RLC�601 3"RMC, 3#1 /0 & 1 #6G J MCC-601 B 5.1 In MAINTENANC BOX P-613 El SLIDING FRAME JUNCTION BOX I I -IFI EX CVR-601 1 "RMC, 10#14 & 1 "RMC, 1-2/C#16STP & 2-CAT6 WAS HPU-623 1 TANK "PISTON PUMP SYSTEM CONTROL PANEL" PLC-601 2-4/C#16STP 1Z 3/4"RMC/LFMC, 1-4/C#16STP - ---- TO HYDRAULIC POWER UNIT FM-604 (BELOW STAIRS) FLOW METER 1 "RMC, 10#14 & 1 #12G EX WAT-610 1 "RMC, 6#14 & 1 #12G 1-1 /2"RMC, 3#4 & 1 #8G — — SUMP 3 PUMP I PANEL I II II II II II II II II � II II I II II �l � II II I II I� I II II III II II III II II II II I Ildl I Idl I I III II II II II II II I III I II II I l�'Il � II II II II � II II I II II II II II II I II II I II II I II I II II II I DM-603 DENSITY METER 4 LA602-26 4) LA602-24 0 0 0 0 ADD ALTERNATIVE #13 177 �a I�d NOTES: 1. PROVIDE INTERCONNECTIONS AS DESIGNED BY ECOREMEDY. CONSTRUCTION NOTES: U OWNER FURNISHED, CONTRACTOR INSTALLED. COORDINATE WITH ECOREMEDY ON SIGNALS TO ECOREMEDY CONTROL PANEL. REUSE EXISTING 1/0 TERMINALS FOR REMAINING. OREPLACE EXISTING MOTOR WITH 15HP, 1760RPM, 60HZ, 254TC, 480VAC, 3 PHASE, IEEE 841, AND WITH A HIGH TEMPERATURE WINDINGS THERMOSTAT. RECONNECT . i OMECHANICAL AND ENSURE SATISFACTORY OPERATION. ORELOCATE EXISTING SUMP PUMP CONTROL PANEL TO ADJACENT DEWATERING ROOM (APPROXIMATELY 10' HIGHER ELEVATION). EXTEND MOTOR CIRCUIT AND PANEL FEED TO NEW PANEL LOCATION. OPROVIDE SNAP SWITCHES FOR LOCAL DISCONNECTS FOR INSTRUMENT. OEXTEND FACE MONITORING CIRCUIT FOR INCINERATOR ROOM TO FIRE FLOW SWITCH. COORDINATE WITH ALARM PROVIDER. O FIRE PROTECTION FLOW SWITCH 11 [r-1 ® U 0 0 0 0 ASH THICKENER 000-6 U O I Call 48 Hours Before You Dig - - 1-800-424-5555 UNDERGROUND SERVICE II 1 f xr �U.Y EX DP-618 L 30A/15HP 30A/7.5HPU DP-617 NEMA4X NEMA4X r� 4 S GjTE� �SSIONAL �G` BHC Consultants, LLC Designed: N. Palmatier, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: E-10 Seat Fifth Avenue, Suite 500 1/4" = 1'-0" SOILDS PROCESSING BUILDING Sheet: 109 of 114 Seattle, Washington 98101 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale AME E COGASIFICATION ROOM File: P20-10570_E-10 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS (fax) r- , � CONSULTANTS www.bhcconsultants.com Checked: G. MockosPEScale If Not One OneInch AccordinglyGreen • Clean e Sustainable ELECTRICAL PLAN . , .. No. Revision Date By App'd Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED H ry a) U 0 Cn O U O Q Q UI LD 0 U) LL X W 0 I ti 0 0 N X m 'Ln v Q Q I n L LL X W OI Ln O 0 N X L O 0 m u' E 0- W U— o m Q o U — c E m m n LO M N N N U U) Q N 0 O W CN I o o r-- a o Q .o � N (� X of 0 WI o LO ti Q o n" 0 0l N � Lf) O E O C: N 0) X LL Q O N L U) � I u) LL O X W > I 00 0 LO �o 0 0 -0 N X U � m � ~I O ti �I o o ti L o O N X O E U -0 v c W 0 E of -0 r-- W o 0 0 X0 Q ai 0 E c� c� U 0 X 0 z ( 2 ) u XP2 b / o 21 N d �-'T X 0- �-'T X n X f 0 XP2 I I I I I I I I %(P GFCI b TV 1 2 2 0 OXP2 0 O2 XP2 XP GFCIJO XP2 •e . a d'• e a ^ 0 MCI o b XP2 f 0 a• L—j XP2 f 0 XP I d 4: A a UXP I GFCI bO HVAC DUCT IN THIS AREA, XP2 SEE HVAC DRAWINGS rI b o XP2 *a*b1 4 4 XP XP a 0 i XP2 Xf �a O QC xA f�- F — — — — — — — — — — — — — — — I I I I I I ------------------- ------------------ i NOTES: 1. MOUNT LIGHTS TO BOTTOM OF CEILING UNLESS NOTED OTHERWISE. 2. PROVIDE MUTLI-POLE SWITCHING AND RUNNERS TO ALLOW CONTROL OF LIGHTS AT MULTIPLE LOCATIONS. 3. CIRCUITS FOR LIGHT SWITCHES: a. SOLIDS HANDLING ROOM b. SOLIDS HANDLING ROOM c. MEZZANINE d. GASIFIER ROOM e. GASIFIER ROOM f. INDUCTION FAN ROOM CONSTRUCTION NOTES: OPROVIDE CHAIN HANGING KIT. MOUNT LIGHTS BELOW DUCT AND PROCESS PIPE. O2 PROVIDE 90 MINUTE, BATTERY BACKED FIXTURE. CONNECTED TO UNSWITCHED LEG AND ARRANGE THAT IF FIXTURE ILLUMINATES FROM BATTERY POWER IF UNSWITCHED POWER IS LOST. LIGHTING FIXTURE SCHEDULE TYPE WATTS/ MINIMUM MANUFACTURER* SERIES* FIXTURE DESCRIPTION LABEL FIXTURE LUMENS A2 MAXLITE LSV2XT8USE4806 32 4 FT x 1 FT, WHITE REFLECTOR, ACRYLIC LENS, WHITE, 2 4000 T8 BULBS MODIFIED FOR LED TUBE A3 MAXLITE BLHT4XT8USE4810 64 4 FT x 2 FT, WHITE REFLECTOR, OPEN HIGHBAY FIXTURE, 4 8000 T8 BULBS MODIFIED FOR LED TUBE 48" LINEAR LIGHT WITH STAINLESS STEEL CLIPS. PROVIDE XP2 G&G HLX4-SO-40K 25 JUMPER CORDS AS NEEDED. POWER SUPPLY PER 4000 CIRCUIT IN UNCLASSIFIED AREA, 4000K COLOR 96" LINEAR LIGHT WITH STAINLESS STEEL CLIPS. PROVIDE XP3 G&G HLX8-SO-40K 115 JUMPER CORDS AS NEEDED. POWER SUPPLY PER 12000 CIRCUIT IN UNCLASSIFIED AREA, 4000K COLOR LED, NUMBER OF LEDS: 180, 4000 K, 80 CRI, 6,778 Im, FF HUBBLE PVL3-180L-4K-U-DB 72 POLYCARBONATE REFRACTOR, 700mA, 72 W, 120 TO 277 6750 VAC ACCEPTABLE PHOTO EYE GG EATON CPMV 7L N-UNVI 59 LED, 4000K, CLASS II, DIV 2, WALL PACK 6750 HH CREE XSPM D HT 5SH 5L 43 LED, 4000K, POLE MOUNTED AREA LIGHT, SHORT THROW 40K7 UL SV N Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE A. XP R + ' d GFCI �oF wasgj� i A / _ /� �h / \ I -I y y �a . .°� N �j1 XP XP A 44806 � ��� FC IS 1-1-7 2ezi FF-- BHC Consultants, LLC Designed: N. Palmatier, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: E-11 Seat Fifth Avenue, Suite 500 1/4" = 1'-0" SOLIDS PROCESSING BUILDING Sheet: 110 of 114 bh1r; Seattle, Washington 98101 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale AME E C 0 206.505.3406 (fax) �'� SOLIDS HANDLING ROOM File: P20-10570_E-11 ISSUED FOR PERMIT 04-2021 GRM RAID CONSULTANTS www.bhcconsultants.com If Not One Inch Green ; Clean . S u sta i na b I e LIGHTS AND RECEPTACLE PLAN No. Revision Date By App'd � Date: April Checked: G. Mockos, P.E. Scale Accordingly 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ° IY m m U 0 U) O U O (0 /Ln v L E Q n^ LL U � m E E 0- 0- N W I? O O n ' I N O O r-- N Lr) 0 O = O O N X Q — N � is E -O O o U U 7 L N C/) W � I o U-) 01 0 ti o � N � O X E — W E I..L 0 Cn N m � ml �n L cn LL O X > W 0 0l �o 0 0 -0 N ca X U — n m � ~I 0 0 l0 r` Ln o CD X o E N — o I E � � ti W 0 0 U Cn 0 X Q c U m c/) X r a. a •' ,a d 2 2 XP eo I I II- e O PIU XP2 Z 4 4 o d FCI P CXP XP o N, i v, 4T n IJ Mom �� ■i■II■�E��II II■i■ �1 .I!!. �r _. ....................... _ , ilu , �_ �� � ��i• l i � Illlil61111111111111iilllllll fr,nuuumnilmnn ����• "�--� O — II ■ ID II �® ■ ��� ] ■,�t.:i) ��►: I � �' I, I II ��I���-•_ I,�f / � II �' I II II I II I I II -.,illl� II I I , � I I I III;IIlIIIIIIIIIIIIIIIIIIIII , iiRlllllllllllllllllllllll iillllllllllllllllllllllllll limlmmlmmlmmli II I II II I I I II II I I I II II I II I I II ��:�� �=01 `� - '� I �� ' `` II *r Il Io�� �p■�■ jIIJ it ��® -- i I II I I III',I li II IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII I � � ;— I�: �:, � i . �, -III ijl; '' - [ • • IUIIIIIIII���i I I �_ i►IIII, III IIIIIIIIIIIIIIIIIIIIIIIIIIII,., Illlllllllllllllllllllllllf—, ............. Ira - —�il����������ll�i —������p , �i IIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIP I � I � � • -- I' Ile` III,[•-�' IIOC'. nni� I1 �I - � I� ai IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIII! I i I � � I - -- � I. I............IIII'° IIIIIIIIIIIIIIIIIuTiTilll L�JJ �-�' ■ - IIIIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllllllllllllllli I L' [' _._ ■■ IIIIIIIIIIIIIIIIIIIIIIIIIIII nwuuwuwuuwun._: IW I -- is;■uiiil IIII I III I IIII I I�■� """""""""""""'1 1��■1!�■ I IIIIIIIIIIIIIIIIIIIIIIIIII I nnnnnnnnnnnnli 1� WPIU I GFCI BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 (AO 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By App'd e 1 XP W GFCI PIU a ...:X P r Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: 1/4" = 1'-01, One Inch at Full Scale If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable � NOTES: 1. MOUNT LIGHTS TO BOTTOM OF CEILING. 2. PROVIDE MUTLI-POLE SWITCHING AND RUNNERS TO ALLOW CONTROL OF LIGHTS AT MULTIPLE LOCATIONS. CONSTRUCTION NOTES: 1O ATTACH TO WALL UNDER STAIRCASE 2O ON MEZZANINE LANDING, ADJACENT TO DOOR O3 PROVIDE 90 MINUTE, BATTERY BACKED FIXTURE. CONNECTED TO UNSWITCHED LEG AND ARRANGE THAT IF FIXTURE ILLUMINATES FROM BATTERY POWER IF UNSWITCHED POWER IS LOST. EDMONDS WWTP CARBON RECOVERY SOILDS PROCESSING BUILDING GASIFICATION ROOM LIGHTS AND RECEPTACLES PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n 44806 q �� O� AG I s 'e �SSI�vaT.,�'� 'i-�•2eZr Drawing: E-12 Sheet: 111 of 114 File: P20-10570_E-12 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 0 Cn 0 Cn 0 Q U E N ti 0 N O N 0 Q 6 m 0 M W 0 I ti O — o ry N N Cn > c� 0 m E L o D of Ca U Ln D_ o 3:o X of i F LD CD m o E o m N D- U -0 m 0 I-_ E oI -0 � w U-) 0 O U � o 0 X Q m E ca M c U 0 c/ X No. TO WESTGATE SIDE A SWBD ISSUED FOR PERMIT w W Q w J_ 2i U Y 0 m r` U (D CM (� c� Q 1--C) w U) 'ZI, 0 SIDE A MAIN BL-1 3200AF / 3000AT TO ENGINE GENERATOR w Q 0- J_ 2i 0 0 u7 U 1-- U-1 U) 00 ') OPEN GEN MSB FDR BL-8 3000AT / 2375AT SWBD-602 FDR MCC-101 FDR BL-3 1200AF / 800AT ) 1200 AF / 600AT Revision ■ w _ n J 75 Y U U) I— w co CO Q CD Op0 3� 3Q�O�J O� MCC-101 06 O OU NIL M TO ODOR CONTROL PANEL 04-2021 GRM RAID Date By App'd OPEN SIDE A-B TIEBL-9 > 3200AF / 3000AT TO MAPLEWOOD w Q a J U Y CD ti U C� C/) wo � co o pp0°�P Oh SIDE B MAIN BUS SIDE B MAIN BL-1 3200AF / 3000AT SIDE B SWBD CD CD CD MCC-101 FDR BL-10 1200 AF / 600AT CD , 06 0 U T_ CO TO HEADWORK COMPATOR CONTROL PANEL bhBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com w U) w J_ Y 0 LO co U w U) M O5 TAP BLOCK 3P-1000A & 1 /4" x 2" x 14" GROUND Q 0 MCC ADD ALTERNATIVE #1 �J O P SGG� coh MCC-601 FDRBL-14 1200 AF / 900AT EX 3 - 4"C 3 SETS - 1/C-350 KCMIL PHASE 1 - 2/0 AWG G 3 - 4"C pRP 9 3� 'Qq, J O� MCC-601A MCC MCC 2 - 4"C 3 SETS - 1/C-350 KCMIL PHASE 2 SETS - 1/C-2/0 KCMIL PHASE 1 - 2/0 AWG G - 4 AWG G NEMA 4X; CLASS II, DIVISION 2 3P-600AF , rn 400AT 0 co 06 06 CD 2 - 4" PRMCO CD G)2 SETS - 1/C-250 KCMIL PHASE N co M 1 - 1 /0 AWG G IL TO DSP-613 TO WASHER TO GASSIFICATION SLUDGE PUMP COMPACTOR CONTROL PANEL HYDRAULIC CONTROL PANEL POWER UNIT Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: NTS One Inch at Full Scale If Not One Inch Scale Accordingly ADD ALTERNATIVE #4 ELECTRICAL PANEL LOCATIONS PANEL LOCATION X X X X X X X X X X CONSTRUCTION NOTES: OpRP 1O PROVIDE NEW MOTOR STARTER. CONNECT TO MOTOR CONTROL. PROVIDE NEW OVERLOAD HEATER IF REQUIRED. pQ`�(b J EXISTING MOTOR STARTER FOR CONVEYOR CVR-601. O� MCC-601 B O PROVIDE 3P-20A CIRCUIT BREAKER UNIT IN EXISTING MCC. PROVIDE NEW CIRCUIT. G) O5 PROVIDE ENCLOSED POWER DISTRIBUTION TAP BLOCK PANEL. PROVIDE 36" X 36" X 10"DEEP, GASKETED CABINET. PROVIDE CONNECTORS FOR CIRCUITS AS SHOWN. AME E CO Green •Clean •Sustainable � O6 CONNECT NEW MOTORS TO EXISTING MCC MOUNTED MOTOR CONTROLLERS: SCREENINGS PUMP 1, SCREENINGS PUMP 2, SCREENINGS CONVEYOR. O7 PROVIDE NEW 3P-125A CIRCUIT BREAKER IN MCC. O8 PROVIDE NEW 3P-70A CIRCUIT BREAKER IN MCC. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n 44806 S T �ssloNaC5 r 11-7-2ezi I EDMONDS WWTP CARBON RECOVERY Drawing: E-13 POWER DISTRIBUTION sheet: 112 of 114 MCC ONE -LINE DIAGRAM File: P20-10570_E-13 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m 0 0 z 0 0 Q U E m 0 N O ti O i N O N O Q 0 W 0 I ti o o ry N N N U ca 0 C E 0 N 0 Cn 73 L 0 c� E L n 0 I ti Ln 0 0 N X L .0 E m ~I 0 0 0 N X E c� c LL MR EX DEWATERED SLUDGE CONVEYOR A B C D E F G GASSIFICATION ROOM SUPPLY FAN SF-1 FEEDER CIRCUIT BREAKER H / I MAIN BREAKER CD-201 FAF-201 M-601 DP-617 CP-608 C-601 O FAN O PANEL IP-601 CD-202 M-602 DP-618 CF-640 WELDING WAT-609 CF-641 FAF-642 NPWB-612 MCC 601 B WAT-610 O DP-614 FAF-605 CD-203 PAINT SPRAY DSP-613 0 IC-610 CD-204 FAF-643 DP-615 EX HOUSEKEEPING PAD NOT USEABLE ISSUED FOR PERMIT No. I Revision •: SCREENINGS ROOM HVAC HEATER MCC 601A ELEVATION LA� NTS 1►1:3 I►TA I: 1.3 [0] DEWTERED SLUDGE PUMP FEEDER CIRCUIT BREAKER PF-609 EF-1 VFD 3 SHOP WELDER IC-660 D-610 WASHER COMPCTR 3 WELDING OCR-627 IC-662 D-611 B-601 SPCP OCR-628 B-602 SDC-626 EX HOUSEKEEPING PAD —/ MCC 601 B BACK ELEVATION NTS 04-2021 GRM RAID Date By App'd b h r; CONSULTANTS BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com Designed: N. Palmatier, P.E. Drawn: A. Bradley Checked: G. Mockos, P.E. J K L M N FE MLO MLO IC-629 LP-601 G-608 FAF-652 CFP-605 G-607 IC-661 FAF-653 H-602 PFP-601 CFP-606 RST-607 FAF-650 FAF-654 H-602 PFP-602 CV-201 RST-608 F I C-631 LP-601 PFP-603 P F-601 I C-642 F I C-632 EUH-602 EUH-630 Scale: NTS One Inch at Full Scale If Not One Inch Scale Accordingly EX HOUSEKEEPING PAD MCC 601 B FRONT ELEVATION LC SCALE: N.T.S. AME E CO Green . Clean . Sustainable CONSTRUCTION NOTES: 1O PROVIDE NEW MOTOR STARTER. CONNECT TO MOTOR CONTROL. O2 PROVIDE NEW OVERLOAD HEATER IF REQUIRED. EXISTING MOTOR STARTER FOR CONVEYOR CVR-601. O3 PROVIDE 3P-20A CIRCUIT BREAKER UNIT IN EXISTING MCC. GO PROVIDE NEW CIRCUIT. O5 PROVIDE ENCLOSED POWER DISTRIBUTION TAP BLOCK PANEL. PROVIDE 36" X 36" X 10"DEEP, GASKETED CABINET. PROVIDE CONNECTORS FOR CIRCUITS AS SHOWN. O6 CONNECT NEW MOTORS TO EXISTING MCC MOUNTED MOTOR CONTROLLERS: SCREENINGS PUMP 1, SCREENINGS PUMP 2, SCREENINGS CONVEYOR. 0PROVIDE NEW 3P-125A CIRCUIT BREAKER IN MCC. O8 PROVIDE NEW 3P-70A CIRCUIT BREAKER IN MCC. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n 44806 O� �GI ST0'- 1� 'ssloNAr. �'� 11-7-2ezi EDMONDS WWTP CARBON RECOVERY Drawing: E-14 ELECTRICAL Sheet: 113 of 114 DETAILS File: P20-10570_E-14 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a; 0 0 U) U) 0 Q U E 0 M O N 0 N 0 L Q a; co 0 w O rl- LO 0 ry o W a_ 10 aD F U �O Cn E N 0 U73 0 > c� 0 - m E LL .� C L 0 D_ I 0 ti U Ln o_ CD x O L L O Er i m m 0� 0 E OI w 0 0 0 a� X E - - E m ca U � U ~v T X REQUIREMENT NEC 220.87 (1) MAXIMUM DEMAND METERED LOADS MCC 601 EXISTING LOADS 125% OF METERED MAX DEMAND NEW HVAC EF-1 SF-1 E F-2 UH-1 (SOLIDS DISPOSAL) E F-3 E F-4 HVAC DEMAND SCREENINGS CONTROL PANEL LIGHTS SLIDING FRAME CAKE PUMP MCC 601 BUS LOAD CALCULATION AMPERES 318.5 14.0 2.1 6.2 0.0 1.1 1.1 2.1 5.0 MOTOR 0.0 ENERGY REDUCTION 0.0 REPLACEMENT IN KIND 25% OF LARGEST MOTOR (EF-1) 3.5 MAXIMUM DEMAND AND NEW LOADS 433 NEC 220.87 (2)1 MAXIMUM DEMAND AND NEW LOADS MCC 601A FEEDER (3 SETS OF 350kCMIL) NEC 220.87 (3) NEC 240.4(C) - CONDUCTOR CAPACITY PROTECTED BY OCPD NEC 230.90 - OCPD FOR UNGROUNDED CONDUCTORS No. ISSUED FOR PERMIT Revision 433 930 04-2021 GRM RAD Date By App'd METERED AMPERES 318.5 1.0 OK OK DATE OF MAXIMA 5/14/2019 12.00.00 PM 11:20:00 HVAC 14.0 MOTOR HVAC EF-1 GASIFIER ROOM EXHAUST PLUMBING bhc CONSULTANTS 2.8 MOTOR HVAC EF-2 SOLIDS ROOM EXHAUST 6.2 MOTOR HVAC MAU-1 8.5 MCC ROOM MINI -SPLIT (19A@240V) CONTINUOUS 2.1 MOTOR EXHAUST FAN ABOVE GASIFICATION 0.0 HVAC UH-1 ASH ROOM (REPLACE IN KIND) 3.5 MOTOR DEMAND 2.1 CONTINUOUS DEMAND FACTOR 31.3 CONTINUOUS 7.8 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com EYEWASH HEATER CONTINUOUS DEMAND FACTOR Designed: N. Palmatier, P.E. Drawn: A. Bradley Checked: G. Mockos, P.E. Scale: NTS SWITCHBOARD SWBD301A LOAD CALCULATION REQUIREMENT NEC 220.87 AMPERES MAXIMUM DEMAND 561 METERED AMPERES DATE OF MAXIMA (1) METERED LOADS WESTGATE (SWBD A) MAPLEWOOD (SWBD B) EXISTING LOADS 561 12/8/2018 18.50.00 PM -- 125% OF METERED MAX DEMAND 701 NEW ODOR CONTROL SCREENINGS CONTROL PANEL LARGEST MOTOR MAXIMUM DEMAND AND NEW LOADS MAXIMUM DEMAND AND NEW LOADS 96 MOTOR 4.8 24 826 NEC 220.87 (2) 826 NEC 220.87 (3) NEC 240.4(C) - CONDUCTOR CAPACITY PROTECTED BY OCPD OK NEC 230.90 - OCPD FOR UNGROUNDED CONDUCTORS OK SWITCHBOARD SWBD301 B LOAD CALCULATION REQUIREMENT AMPERES ' MAXIMUM DEMAND EXISTING LOAD 540 DATE OF MAXIMA NEC 220.87 (1) METERED METERED LOADS AMPERES WESTGATE (SWGR A) MAPLEWOOD (SWGR B) EXISTING LOADS -- 540 11/1/2018 19:55:00 PM 125% OF METERED MAX DEMAND 675 NEW GASIFICATION PANEL GASIFICATION DEMAND 362 90.5 SCREENINGS CONTROL PANEL 4.8 MOTOR LIGHTS GASIFICATION 120V LOADS HVAC HEATING HVAC DEMAND 25% OF LARGEST MOTOR MAXIMUM DEMAND AND NEW LOADS NEC 220.87 (2) MAXIMUM DEMAND AND NEW LOADS 0.0 ENERGY REDUCTION 8.7 48.0 12.0 1.2 1202 1202 NEC 220.87 SWBD 301A FEEDER (10 SETS OF 350kCMIL) (3) NEC 240.4(C) - CONDUCTOR CAPACITY PROTECTED BY OCPD 4275 OK NEC 230.90 - OCPD FOR UNGROUNDED CONDUCTORS OK 3P-3000A CB One Inch at Full Scale If Not One Inch Scale Accordingly AMEE CO4;Green •Clean •Sustainable 0 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE N W-7-2021 EDMONDS WWTP CARBON RECOVERY I Drawing: E-15 Sheet: 114 of 114 SCHEDULES AND LOAD CALCULATIONS I File: P20-10570_E-15 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. 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