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APPROVED ENG BLD PLN FIR BLD2021-0520 MAIN PLAN SET0 0 U) U) 0 Q U M CV CV 0 CV O CV 0 Q co 0 rl- Ln 0 0 CV M Cu LL E z a- Approved by Fire 09/23/2021 AFM f<—/F�tterer Approved with later consideration of fire prevention methods and safety features APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES LOCATION MAPS SNOHOMISH COUNTY EI PROJECT LOCATION APPROVED BY PLANNING Qo Sep 21 2021 O� EDP cn I S90 EDMONDS WWTP CARBON RECOVERY SNOHOMISH COUNTY APRIL 2021 VICINITY MAP EDMONDS WWTP: 200 2ND AVE S, EDMONDS, WA 98020 a�W4 A OTH MAIN ST ■ SEPARATE PERMITS REQUIRED FOR: ■ MECHANICAL, PLUMBING, L&I BOILER - FOR 1 PRESSURIZED VESSELS, LOADING DOCK 1 ■ DEFERRED SUBMITTALS: SEE S-2 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ SPECIAL INSPECTIONS REQUIRED: 1 SOILS (INCLUDING TEMPORARY SHORING, 1 1 AND SUBGRADE PREP FOR SLABS AND FOUNDATION) ■ STRUCTURAL: STRUCTURAL OBSERVATION, 1 1 STRUCTURAL STEEL/WELDING/HS BOLTING, ' CONCRETE, FABRICATION, FIBERGLASS ■ FRAMING 1 1 SEE S-2 AND S-3 MAYOR MIKE NELSON CITY COUNCIL DIANE BUCKSHNIS LUKE DISTELHORST ADRIENNE FRALEY-MONILLAS KRISTIANA JOHNSON LAURA JOHNSON VIVIAN OLSON SUSAN PAINE PERMIT SUBMITTAL 04-2021 juttamonas Buildinq Department NEW CARBON RECOVERY SYSTEM 200 2ND AVE S --------------------------- --------------- --------------------------------- - - -------- - CITY OF EDMONDS - WWTP Approved Date � 10/15/21 Building Official Permit Number BLD2021-0520 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 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com ---------------- CONSTRUCTION TYPE - ---- II_B---- OCCUPANCY GROUP -- F-1 - OCCUPANT LOAD See A-2 FSi CONSULTING ENGINEERS - HVAC, PLUMBING AND FIRE PROTECTION KPG - ARCHITECTURE GENERAL CONTRACTOR AME E CO Green •Clean •Sustainable � AMERESCO 222 Williams Ave S #100 Renton, Washington 98057 P 206.522.4270 RESUB F 425-687-3173 Sep 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 — �0 �:E -0 >� o(D Cn 0 U O m 01 Ln 0 0 N X E I 0 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 ■ This plan set does not PLUMBING 26 C-3 SITE DRAINAGE PLAN include C sheets, M 86 P-0 PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL NOTES � � 27 C-4 SITE UTILITIES PLAN sheets, H, sheets or P 87 PD-1 SOLIDS PROCESSING BUILDING DEWATERING FLOOR PLUMBING DEMOLITION PLAN 28 C-5 CIVIL DETAILS 1 OF 2 :heat_ . _ . _ . _ . _ . _ 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 O _ O 48 T V, I ` 1' BHC Consultants LLC Designed: G. Mockos, P.E Scale: EDMONDS WWTP CARBON RECOVERY DraM&fWoPMFE DMoN�E� P.E. 1601 Fifth Avenue, Suite 500 N/A DEPARTMENT Seattle, Washington 98101 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 • Sustainable No. Revision Date By App'd 9 y 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 iv 0 M �I CD r` CD 0 N E LL E .. a) a� iE U 0 0 cD E ^L LL I 0 r` Ln CD 0 N to O U 0 m ~I O r` Ln CD 0 N X iv 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�� 0OF � P PLUMBING C7�� F FIRE PROTECTION E ELECTRICAL o8, ww ZONAL E� r�pti BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawi4.ep 02 ;&:S TNeG DEVELOPMENT SERVICES Sheet: CTARTMV 11 T 1601 Fifth Avenue, Suite 500 bh(AW Seattle, Washington 98101AME N/A E CO ABBREVIATIONS, SYMBOLS AND Drawn: P. Simon 206.505.3400 206.505.3406 (fax) One Inch at Full Scale '; Q 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 Sustainable4: 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 CD N Q CD Q Q a� 0 a_ c� I 0 Ln 0 r 0 N a_ iv E M C W LL L E L 0 0 0 c� Cn 0 U O m oI Ln CD 0 N X E I CD 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 �0��0F 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 _ APPLICABLE OSHA REQUIREMENTS. ZONAL' �Qtir I ` Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawi4pp 02 DEVELOPMENT SERVICES Sheet: D�ARTMEIir 114 U� 1601 Fifth Avenue, Suite 500 bhcBHC Seattle, Washington 98101AME 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com NSA E CO Green ; Clean a Sustainable GENERAL NOTES 1 O F 2 Drawn: P. Simon One Inch at Full Scale If Not One Inch Scale Accordingly 9 y File: P20-10570_G-4 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 6 O 0 0 Q U E M LID M N N O N 0 L :z Q iv 0 (D I 0 r` _o I 0 N E LL L W E 0 L 0 0 0 c� Cn 0 U O m ~I O Ln CD 0 N X E CD 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 G tir TONAL �Q BHC Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawi4pp 02 t2v DEVELOPMENT SERVICES v Sheet: D�ARTMFJir 114 U� 1601 Fifth Avenue, Suite 500 206.505.3400 bhcSeattle, Washington 98101AME 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com NSA ESCO Green GENERAL NOTES 2 OF 2 Drawn: P. Simon One Inch at Full Scale If Not One Inch Scale Accordingly 9 y File: P20-10570_G-5 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 a� 0 Q U m N N O N 0 CL Q a� 0 n 01 CD CD L O � N 0 E 0- C:ry L L N U U � o -0 C7 m -0 > 0 U U N - U 0 0 m U d co ~I 3: o LO o� U', o O N X O U C � 0 E o� I- LO w o vvi o m X Q m M c U m C/) LL �4-- M X 27' 36" K ►Ifll"iA SCREEN HOPPI SCREENING WASHER PUMPS COMPACTOR TO SOLIDS HANDLING PROCESS SEE DWG G-7 PARSHALL FLUMES 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 INFLUENT PUMPS HP: 100 (EA) RS-101 RS-102 FLOW INFLUENT SPLITTER WETWELL BOX SLUDGE G R-607 G R-608 GRINDERS BLEND TANK VOLUME- 29,000 GAL WAS TRANSFER PUMPS CAP: 150 GPM (EA) H P: 7.5 (EA) SCREW RST-607 RST-608 PRESS FEED I I PUMPS I DS MM: 768 LBS/HR TS: 26.5 EFFI CAP HP: AAF MMF TO OUTFALL SCREW PRESSES 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 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 - bh(Ae 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. 7 Revision Date By 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 AMERESC 0 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 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBERp of waski��C� � � O ONAL +� EDMONDS WWTP CARBON RECOVERY Drawint�:ep 02� DEVELOPMENT SERVICES WWTP LIQUID PROCESS Sheet: I�ARTMEf�T 114 FLOW DIAGRAM 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 LO O r-IIIIIIIIII-F CV Z6 E N (0 E m - C ry N N LL N N N U O �a � o o U U N - 0 0 C _�e U 75 U - a m � ~I 3 3:I o O r LO O O N X oN E 0 E OI w Ln 0 0 U i 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 - 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 ., ONALv Drawinep 02t DEVELOPMENT SERVICES Sheet: TARTM&T 114 File: P20-10570_G-7 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� 0 U) 0 W W 0 Q U E M 0 r N 0 N 0 Q iv co 0 0 rl- LO 0 0 N a� E M LL L m E L U O 0 T c� E 0 rl- LO 0 0 N 0 U O m ~I 0 r` 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 ��g��ww r r0NAL DEWATERED SOLIDS TOTAL SOLIDS %, TYP 26.5 �•�°ti FRV Consultants, LLC Designed: G. Mockos, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawint.ep 02 �&g DEVELOPMENT SERVICES Sheet: D&ARTMV 114 1601 Fifth Avenue, Suite 500 bhcBHC Seattle, Washington 981015; 206.505.3400 (fax) C 4 N S U LTA N T S www.bhcconsultants.com CONSULTANTS N/A AMERE Green . Clean CO 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 O QU � O i� o 0 o — rn 6 of Q r� O O x o w N � o Ln ai O m o C N 0 X LL — N 0)w � o Lo cn O N r o > N O X U 0 C: O °� O U � n Lo .. CD � o N of X Lf ) CDY � U O O N U -0 m 0 O E OI -0 r` w LO O 0 U 0 X Q _ E c U o W 4-0 X A 105 SPIKE ISSUED FOR PERMIT No. I Revision a O W m 2 d _z C W I W LL A 110 PK 04-2021 GRM RAD 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 ti 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 NICE 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 ONAI, ,7Qtir I �. 11 Drawi4pp 02 ;&!§ DEVELOPMENT SERVICES Sheet: EgIRTM&T 114 File: P20-10570_G-9 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 0 Q U E N N O N O Q Q 0 0 0 I Ln 0 %WIX N � E 0 E iL 0 7 0 c� Cn 0 U O m 01 r` Ln O O N X E O I 0 0 N X E c� 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 ESCO Green . Clean . Sustainable Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBER7, WAS W ■ O ONALv ,�Qtir EDMONDS WWTP CARBON RECOVERY Drawi4pp 02 �&j 0 �s DEVELOPMENT SERVICES EQUIPMENT AND PROCESS VALVE Sheet: DII&TM&T 114 LISTS, AND PIPE SCHEDULE 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 oU) E E U— � E U �I E cD m I LO LO �, o CD 1 LP o �X U) CD Y N U - O (D2: CD L L Q I— N of LO C) O ^_ [L N X r _ /1 V of Q �� oU) �U) o� N U CL Q i6 o E a c: o l c r— LO ii o N p U N 0 X -O >_ FL Q (n O a) r^ VJ > a OU O q a O O r— LO >_ CD M U o d N >� X L orl- f Q L o �m as N L LL X o w E of w LO 'o C) U 1 a)X Q ai U m X No. ISSUED FOR PERMIT +i+ + + + + + + + + + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r r + + + + + + + + + + + + + + + ++ \++ + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , + + + + + + + + + + + + + + + + +I + + + + + + + + -1. -- + + + + + + + + + r- + + r + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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+ + + + \� \ \ \\ �\\ \\ \ A \ + L+� + + + + +++ +++ + ++++++ + +I ++ ++ + + + + + + + + + + + + + + + + + + + + + + �++++++�+++++ ++++F++++ + ++++ + + +++ + + + \++ +++ + ++++++++++ + FA1+ + + + + + + + +++ ++ + + + + + + + + + +i + + + ++ + + +I+ + + + + + + + + + + ++ + + ++ + + + + + + + + + + + + + + + + + + ++ ++ + + +++++++++I+++ +++++++++++++ +++ ++++++++++++++++++++++++ ++� +++ + + + + + + + +fi+ + + . + + + + + + + + + + + + + +I+ + + + + + + + + + + + + + + + + + + + + + + + + + \+ 1+ + + + 1+ + + t + + i + + +1 + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +I+ + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + +I + + + + + +I+ + + + + + +� $ + + + +I+ + + + + + + + + + + + +I{� + + + + + + ++ + -1� + I I�-10 + 1+ I I SL+108 j + + + + + + + + + rS(—*- + + r � + + G _163 + + + + + + + + + + + + + + + + + + + +� 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ +�+ + + + + + + + + + + + + + + + + + + + [L + + + + + + + + + + + + + + + + + + + + + + + + + I+ +I+ + + + + + + + + + + + + + + + + + + + + + + + + + I+ + + + + + ++ +++L+++ ++ �++ + L + +++++J ++ + +++�+ + + +++++T* +4 — — ++++++++±+ ++++++++++— — ——+++++++++++++++++++++++ — — — — — — — — ++++++++++++++++++++ +++++++++++++++++++++++ ++I I + + +I +++ ++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + I+ +I + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + -113+ + I+ + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, \�, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + FHT+106 + + + + + -FIT-1 Q5 + + + + + + �,� + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + I" BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 04-2021 GRM RAD 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 � I 1 1 I I II I I II 1 1 1 1-44 1 1 1 11 —I 1 11 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�� 7-2o11 1 Drawi4pp 02 ('"1 DEVELOPMENT SERVICES Sheet: jEtRTMW 114 File: P20-10570_G-11 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED LEGEND: ry L U O L 0 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 a CD L N dl Lo 0 o rl- QLO o N ca X O U N Q � O o Lf) � o CD 0 0 0 N N X cEa c w LL N Or-- cn LO 0) � o N X U — a) 0 > 0 � wl c o O I` -0 LO o (a T C o N � X oa) f Q Lf) o �CU N L U) LL -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 4 p /! a - 1 4 a PRIMARY CLARIFIER NO. 1 m I — = i I NOTES: 4 p 4I I . r 4 p L U 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.. I 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 No. I Revision Date By I App'd I I Checked: R. Dorn, P.E. Scale Accordingly 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 �1�' �CISTI g �S`SIONAL �� I-�•2ezr Drawini .ep 02 & 12 DEVELOPMENT SERVICES Sheet: IEZRTM&T 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 In I O rl- Ln O 0 N X 0 m L U W Q O ^L In I O rl- Ln O r O N X Q O N � O C: O (B In W 0 I Q O U � ELn N O 4 X N N O — m �E o M N In O Q� iv �m � ~I �o �Ln Ln �o OI NO � X Ln o E m O Er-- ca Ln O LL O N N X U L � N C � ZD) � N (6 � U > Q 0 0 � �I C:0 0 r-- Ln CD U o a_ N X L 0 of Q Ln I O O In N L N LL -0 X C: W 0 E OI w o 0 0 N O 0 X 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) CONSULTANTS www.bhcconsultants.com No. I Revision I Date By I App'd — — — — — — — — — — — Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. SHOP CHEMICAL FEED -------------- Scale: 3/16" = V-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 AMERESCO4;Green •Clean .Sustainable 0 a• • e FM J\I 'Fair 01101101101109014, 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 Sep-02720211-7'2021 CITY OF EDMONDS DEVELOPMENT R Drawing: DEPART r 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 (6 /Ln v O L U LL OL L Q O U o� r` E LO 0-0 O CV O �j CV X CV O CV m o iZ CD W L Q O C6 O 7 LO ^O O LL � O 't CV /n X v L O .N LOm o E �m CV — 0 E 00 C N — IL m CV OI 0) - o C p O CV .� X N — E O U � �� C o o � 0 O (6 T U o CV >� X >> L N O J LO o� CV L LL X o W E O� -0 r-- W LO CD O U m X E — Q N M c U � U m X EX 42" F. BURIED DUmICU "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. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEWATERING AND BASEMENT FLOOR AREA CLASSIFICATION PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE n lip FTI 44806 c� S T �SSIONaL ��,1 7.2o2i Drawi4pp 02 &414 DEVELOPMENT SERVICES Sheet: JE4RTMW 114 File: P20-10570_G-14 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 L 0 Q U E rn N O N CD N Q CD Q Q iv 0 n Ln o' Ln o _ ry o a) a) U ca O C _ N — LL 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 LO o O N X o C C � 0 E of -0 r` w Ln 0 CD U Cn 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 RAD 206.505.3406 (fax) No. I Revision Date By I App'd CONSULTANTS www.bhcconsultants.com 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 ,7-2ozi 1 Drawint�:ep 02 ("5 DEVELOPMENT SERVICES Sheet: JE&RTM6fT 114 File: P20-10570_G-15 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED E co CV � O CV O r' Y O U O Q _— ai F io p o � 6L (D U ry W . (3) o' E r` Lo o O o — CV E W a) a)E a- m o C � a) Lo i—, O r CV O CV X -0 CO s= � a� Ln O i r U O X O 4? cn x U W a- � o CD 0 of o LO X O o a CV O -0 X C W O E OI -0 r'- W LO O1 O r U a) X Q ai E n3 n3 U a) a) cn E L X 0 z 0 20 40 Scale in Feet 115-FOOT BUFFER FROM WETLAND DELINEATION I I A 105 SPIKE FILTER FABRIC FENCE, TYP, PER DETAIL 1/EC-2 I � I � I I 8" I >- W �► Q z 106 SPIKE J J FF=-7.65 CO z Q O Iz � MP12 UJ LLW "I 108 p 109 LU l Pi 0" LL I f` REPLACE REMOVED SHRUBS/TREES IN KIND 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 103 U r _CIRA� _ RAW SLUDGE SCRIBED X '� �-'' = r- Mtn—' THIS BUILDING FROM THE SOUTH PUMPING STATICM2 ;:• ;� :►:; .,.:. BELOW <IM 23.56' �. j ,� '' �r '" FF=17.35� ' ` I I'Aw— — — — -- FF=21.36 FF=21.30 V . II II W I I W AC .: i. 102 .►'` SPIKE . i i ► ' DT14 IV "•c D O W Q ' z �. DT12 N J W I 11110101011FA UNDERGROUND FUEL STORAGE TANK FILLER ■ 1+ ti SOLIDS PROCESS 101 PK PROTECT EXISTING VEGETATION TO THE EXTENT PRACTICAL. REPLACE REMOVED SHRUBS/TREES IN KIND WETLAND Approval only for work on the subject DELINEATION BY •• . site. Any work proposed on adjacent KPG MARCH 2O21 : I properties shall be approved by the respected property owner. • • I •• I ■. ............ BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 (Air 206.505.3400 ISSUED FOR PERMIT 04-2021 GRM RAD 206.505.3406 (fax) No. Revision Date By I App'd CONSULTANTS www.bhcconsultants.com Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. W —11 OPERATIONS P ■ oil .-.... ,. Scale 1 " = 20'-0" One Inch at Full Scale 1 �1 If Not One Inch Scale Accordingly SD OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. 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 SEN S PIPE DOWN, NO VI EXIT FOR WATER EX ENTRANCE AMERESCO Green •Clean •Sustainable R ALDER STREET ENGINEERING DIVISION APPROVED AS NOTED 10/15/2021 EDMONDS WWTP CARBON RECOVERY TESC PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE �pV�' of E Ay� w Off, 45243 4 I S T', tiw �SSIONAL 8:� Drawi4pp 02 fta1 DEVELOPMENT SERVICES Sheet: 1E'RTM&T 114 File: P20-10570_EC-1 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 0 Cn 0 Cn 0 Q U E N M N M O N 0 N O Q Q 0 N U W of L0 0 N � W E E0 w (3) Y LL U O N 0)_E � o Cn M //L�� L/ O E U N � r O � o L LO O U a o 3:X 5I ry 0 a) Ln O — ' U o O -0 m O ~ E OI -0 r-- W Ln � O O U Cn X Q 0 E ca 0 c U 0 c/) E 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 N CATCH BASIN MINIMUM ��IX II 41 4" x 4" \�= z \� TRENCH N z SOLID WALLS 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. 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. 2. FILTER FABRIC FENCE TO BE USED WHERE NEEDED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2"x2"WC FENCING MATERIAL FILTER FABRIC FENCE DETAIL NTS TYP nTAm' r TOP TIE SELF-LOCKING TIE, NYLON 6/6 Install Filter Fabric Fence per Edmonds City Standard Detail E R-900. (MIN GRADE), STEEL T-BAR POST 50# MIN TENSILE STRENGTH, UV STABILIZED FENCING MATERIAL I I co > I I i HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH, AND SHALL BE UV RESISTANT, ORANGE COLOR V-0" MIN \//\ (DEEPER FOR UNSTABLE SOIL) �\ ISSUED FOR PERMIT 1 l � 2'-0" DESIRABLE ENVIRONMENTALLY SENSITIVE AREA (BOUNDARY 2" x 2" WOOD OR STEEL T-BAR POST 04-2021 GRM RAD Revision Date By App'd SELF-LOCKING TIE, NYLON 6/6 (MIN GRADE), 50# MIN TENSILE STRENGTH, UV STABILIZED CATCH BASIN FILTER MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT SHALL BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED ;ATE OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. NOTES: 1. THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MINIMUM 0.5 CF OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, HAS AN OVERFLOW, AND CAN BE EASILY MAINTAINED. Install Inlet Protection per Edmonds City Standard Detail ER-902. INLET PROTECTION DETAIL NTS TYP 1. POST SHALL HAVE SUFFICIENT STRENGTH AND DURABILITY TO SUPPORT THE FENCE THROUGH THE LIFE OF THE PROJECT. 6-0" MAX moo110000000000000000000 00� moo 0000000000000000000 00� moo 0000000000000000000 00� moo 0000000000000000000 00F moo 0000000000000000000 00� moo 0000000000000000000 00� moo 0000000000000000000 00� 1-1771-717 mooIL0000000000000000000 00� moo 0000000000000000000 00� mooIL0000000000000000000 00� 1771--717 �00 ooDooDo00oDooDooDOO Dom moo 0000000000000000000 00� moo 0000000000000000000 00� moo 0000000000000000000 00� / K/ 11/ , 1%, 1` , i\\i\\i\\i\\i\\ ►. HIGH VISIBILITY FENCE DETAIL NTS TYP BHC Consultants, LLC 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 a OUTFLOW PIPE TRENCH GRATE ° - d - - a4 d ° a a d ° Q ° d d d - ° °. aa ° d d a ° d °. d a d ° TRENCH DRAIN ° 4 d °- -°. a d _ -d_ a ° a AME E CO Green •Clean •Sustainable � TRENCH DRAIN SILT FILTER DETAIL LA� SCALE: 1-1/2" = 1'-0" TYP NOTES: 1. THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MINIMUM 0.5 CF OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, HAS AN OVERFLOW, AND CAN BE EASILY MAINTAINED. TRENCH DRAIN FILTER MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT SHALL BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. ANY SEDIMENT IN THE TRENCH DRAIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR TRENCH DRAIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, TRENCH DRAIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. ENGINEERING DIVISION APPROVED AS NOTED fix: f 10/15/2021 EDMONDS WWTP CARBON RECOVERY TESC DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE �pV E Ay� tioFW O� I 45243 �c P° 1 ST16 AL V- �1 t Drawin..ep 02 ftj2 DEVELOPMENT SERVICES Sheet: JETRTM&T 114 File: P20-10570_EC-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED C 0 E Q 0 Q U 0- — Ln - Lp .2 M M M E M o � N r 0y N a) o — m O is 7 �M 0 0 — n T Ol � CD CD o — N m a- Eof M Ln O N , LL O N N X E m a� d- 0 � Ln o i r 0 O 0 N X 0- 0 U x uJ o Ln 0 CDI O o X o m N }• U) x Lu 0 E of 0 LLJ Ln 00 U)i O E m X Q coM U 0 U) L 0 20 40 Scale in Feet 0 105 SPIKE NOTES: 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. NTRACTOR SHALL STAGE, SEQUENCE, AND PER RM DEMOLITION ACTIVITIES TO ALLOW FOR THE UN ERRUPTED OPERATION, MAINTENANCE, AND ACCES F THE WWTP PROCESSES BY WWTP OPERATORS AND STAFF. 4. PIPE REMOVAL SHALL TO THE NEAREST FITTING. CONTRACTOR SHALL NOT T PIPE WHEN REMOVING PIPING. BLIND FLA 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. 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. -----------I-------- 15. DEMOLISH EXISTING CONCRETE PADS AND/ OR CURBS PER DETAIL 2/D-6. I PRIMARY PRIMARY CLARIFIER CLARIFIER I HEADWORKS NO. 2 3 j NO. � 5 BUILDING \ HANDRAI 9 I 8 15 41)Rni 3 13 FLOW SPLITTER BOX CI ATE o THI ILDING FRO ODOR CONTROL SYSTE i E SOUTH NO CITY WATER TO RAW SLUDGE 103 D U _ THIS BUILDING FROM PUMPING STATION SCRIBED X < _ — THE SOUTH YD 1592' BELOW �:. RIM 23.56' j "` FF=1 . 5 GRUEL / 4 — 77. FF=2 14 FF=21.30 J P 2 3 aG 17 UNDERGROUND FUEL STORAGE TANK P8 I FILLER CAPS (TYP) 6 7 CLARIFIER NO. 3 SEE DWG D-2 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 ISSUED FOR PERMIT 04-2021 GRIM RAID 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com No. Revision Date By ADD'd W SD MII© CONSTRUCTION NOTES: OUNDERGROUND 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. (D 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 PRIG O DEMOLITION. 102 SPIKE DT14 • :Y �•" DT1 W SEE DWG D-5 FOR HEADWORKS BUILDING DEMOLITION PLAN AND DT1 SECTIONS •.� W r LV ;rt : > i II J � Z S NC ` 12 .AIN 100 \ PIIIF GPO PW MIN SD CB 1189 RIM 15.05 I.E. 13.2 E. 6" ST PIPE ELBOW SEN S PIPE DO NO VISIBLE EXIT FOR WATEI EX ENTRANCE PROPERTY LINE Scale: Designed: G. Mockos, P.E. 1 " = 20'-0" Drawn: S. Olsoe One Inch at Full Scale AME E C 0 I'.a R; If Not One Inch Green * Clean Sustainable Checked: R. Dorn, P.E. Scale Accordingly 1 1. OSAWCUT EXISTING SIDEWALK. 4 REMOVE EXISTING CONCRETE SIDEWALK IN ITS / O ENTIRETY. OREMOVE EXISTING CONCRETE WALL D FOOTING IN ITS ENTIRETY. GPROTECT EXISTING 24" 1 UENT PIPES (TYP OF 2) DURING DEMOLITION D CONSTRUCTION. INFLUENT PIPES SHALL RE IN UNINTERRUPTED OPERATION DURING DEM ION AND CONSTRUCTION ACTIVITIES. 77 WHENZ4CAVATING NEAR INFLUENT PIPES, DO NOT DI RB PIPE BEDDING AND/OR PROVIDE TEMPORARY IPE 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. OPROTECT 24" FA DUCT. OPROTECT 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 (1 V 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. See Separate Demolition Plan under BLD2021-0930. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE `, ROBERl 0 of WAs C� C v zy ONAL EDMONDS WWTP CARBON RECOVERY Drawint.e 2 & j DEVELOPMENT SE CI Sheet: 1�'RTMWT 114 SITE DEMOLITION PLAN File: P20-10570_D-1 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 Z L T M E a� a� L 0 0 0 T c� 0 Q o L o U) o � Q � U L E LL C.w C37 CN (56 CDl CD CVLO / I-- O o 0 O X CN X CD Q 0 Q 0 coI I o O LO LO 0 01 0 CV o X LO — o E o a� CV � I o E LO M o 0 LL X CV — z� 0 s= Cu 0 LL T wl 0 LO o (6 T U o D- CV a) OI o � J L o r � it 0 CV L N LL X 0 w E of Lu LO w O 0 0 XCu Q m - E M m U � X No. D- NOTES: 1. SEE DRAWING D-1 NOTES. (DOBIFIC-63 2X3X19 26 �• ' EX 42" FA, BURIED TYPE C LADDER (SIMILAR) INCINERATI AREA S1JM ISSUED FOR PERMIT DEWATER PUMP PC 1 Revision CONSTRUCTION NOTES: O REMOVE ASH THICKENER, THICKENED ASH PUMPS, AND PIPING IN THEIR ENTIRETY. REMOVE UTILITY CONNECTIONS TO NEAREST SHUT-OFF, FIELD LOCATE DEMOLITION EXTENTS WITH OWNER. OREMOVE 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. / C$ EY WASH� SH W� / � 16 4" CONC 9 BASE, TYP 21 .'REHEAT BURNER BLOWER B-604 - EX WS-601 ODOR CONTROL SYSTEM 2 K 20 INCINERATO ROOM 12" HIGH 17 27 28 EQUIP BASS , , EX 4" SID 11 BREAKLINE (INFORMATION HOWN WITHIN THIS AREA IS AT S FLOOR ELEVATION, ABOVE) TECT PIPE, SEE DRAWINGS SAWCUT SL AT FACE OF WALL r-(9 l 35 ASH SLURRY 25 PUMPS UULUIVIN IO 2 3 8 ASP 622 tB 2 3 7 C A TYP W DEWATERING SLUDGE L OW — 3 (B ELOW) EX 42" FA, BURIED 04-2021 GRM RAID Date By ADD'd SAND I LOADING HOPPER I FLUIDIZING AIR BLOWE 2 40 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. 77 REMOVE SAND LOADING SYSTEM (SLS-601), HOPPER, AND ASSOCIATED EQUIPMENT AND SUPPORTS IN ITS ENTIRETY. O8 DEMOLISH ASH PUM:THEIR :ENTIRETY. CIATED PIPING IN THEIR ENTIRETY. REMOVE FLEXIBLE UMPS TO ASH THICKENER. REMOVE PIPING SUPPORTS I ADD ALTERNATE ITEM # O9 REMOVE CONCRETE COLUMNS AND PLATFORM. REMOVE CONCRETE 5 13 REMOVE EXISTING DEWATERED SLUDGE PUMP AND PIPING. DISPOSE COLUMNS TO BE FLUSH WITH INCINERATOR ROOM FLOOR. OF HYDRAULIC FLUIDS IN ACCORDANCE WITH APPLICABLE 10 PROTECT SUMP PUMPS DURING DEMOLITION. SUMP PUMPS SHALL REQUIREMENTS. DEWATERED SLUDGE PUMP NOT SHOWN FOR CLARITY BELOW HOPPER. REMAIN FULLY OPERATIONAL DURING CONSTRUCTION AND DEMOLITION. 14 REMOVE HOPPER MIXER WITH MOTOR, AND HOPPER EQUI ENT. EXISTING SUMP PUMP PIPING (SD) AS NECESSARY TO S 15 REMOVE EXISTING OUT OF SERVICE HYDRAULIC PR UNIT (HPU). ORELOCATE AVOID CONFLICT WITH STRUCTURAL COLUMNS. SUPPORT PIPING 16 REMOVE EYE WASH STATIONS IN INCINERAT ROOM. REMOVE FROM CONCRETE DECK ABOVE. SD PIPING SHALL REMAIN IN SERVICE ASSOCIATED PIPING. NOT ALL STATIONS OWN. DURING CONSTRUCTION AND DEMOLITION. SEE NEW SD PIPING PER MECHANICAL. 17 WITHIN INCINERATOR ROOM, REM ALL INCINERATOR EQUIPMENT, 12 REMOVE EXISTING 4" DS PIPE IN INCINERATOR ROOM TO PIPING, SUPPORTS IN THEIR E ETY. REMOVE INCINERATOR ACCESS PLATFORMS AS R IRED TO DEMOLITION INCINERATOR PENETRATION AND PROTECT EX PIPE EAST OF PENETRATION IN EQUIPMENT. REMOVE IN ERATOR SUBSYSTEMS AND ANCILLARY PLACE. RELOCATE EXISTING PIPING TO THE WEST TO AVOID EQUIPMENT. NOT AL CINERATOR EQUIPMENT IS SHOWN FOR CONFILCT WITH STRUCTURAL COLUMNS. REPLACE VICTAULIC CLARITY, CONTR OR SHALL COORDINATE DEMOLITION WITH FITTINGS WITH ENDSEAL COUPLINGS STYLE HD-70ES. OWNER AND LL FIELD LOCATE EXISTING EQUIPMENT PRIOR TO DEMOLITIO . ' 18 RE E 10" FRP DUCT. . B-601 R-602 1 REMOVE ODOR CONTROL SYSTEM RECIRCULATION PUMPS (NOT SHOWN) AND ASSOCIATED PIPING IN THEIR ENTIRETY. e AIR 20 REMOVE EXISTING ODOR CONTROL SYSTEM IN ITS ENTIRETY, COMPRESSOR INCLUDING PIPING, CHEMICAL PIPING, AND INSTRUMENTATION. ROO 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. ADD ALTERNATE ITEM # 3 - - - BLEND TANK �� 23 ISOLATE NPW LINE AT EXISTING BALL VALVE, FIELD LOCATE. REMOVE WAS �. I ALL NPW PIPING FROM THIS BALL VALVE TO WASHER COMPACTOR. STORAGE _ I I 24 INSTALL 10" BLIND FLANGE ON EXISTING WASHER COMPACTOR DRAIN L J 2X3X29 36 EX WAT-610 32 NIT'l ff-0-AW111■M EX FAF-651 O'L/11/_r910110; EX G- 6 EX RST-6 — — — — — — LINE AT FLOOR ELEVATION. a...•�•; II II II — — — — — — — II . • (25 CAP 3" LPA DROP WITH BLIND FLANGE AT STAIR LANDING. REMOVE EX G-607 DOWNSTREAM LPA PIPING IN INCINERATOR ROOM. VACUUM FILTER CEIVER, PUMP, FILTRATE PU BLOWER, AND 26 CUT EXISTING FA DUCT 6" FROM FACE OF WALL AND INSTALL SILENCER COMMON4" EQUIPMENT FLANGE. INSTALL GASKETED BLIND FLANGE TO PROVIDE AIRTIGHT BASE E AS REQUIRED CONNECTION. EX RST-607 27 CONTRACTOR SHALL STAGE LOADOUT OF DEMOLISHED EQUIPMENT TO AVOID INTERFERENCE WITH FERRY LANE TRAFFIC AND WITHING O AGREED UPON WORK HOURS. 71 CVR-602 I I I I 2 3 13 14 16 EX 4" DS 12 DEWATERED BHC Consultants, LLC Designed: G. Mockos, P.E. 1601 Fifth Avenue, Suite 500 bi (jo Seattle, Washington 98101 206.505.3400 Drawn: S.Olsoe 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Checked: R. Dorn, P.E. /X\ Scale: 3/16" = 1'-0" One Inch at Full Scale r� �1 If Not One Inch Scale Accordingly 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 ADD ALTERNATE ITEM #5 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. 1� THE INCINERATOR DEMOLITION PLAN SHALL INCLUDE A SEQUENCE OF ` DEMOLITION AND SCHEMATIC DRAWINGS ILLUSTRATING HOW THE o EQUIPMENT AND ACCESS PLATFORMS WILL BE REMOVED SAFELY. a•. 23 8 1 29 BENEATH EXISTING STAIRS, REMOVE FUEL OIL SUPPLY SYSTEM IN ITS ENTIRETY UPON COMPLETION OF THE DEMOLITION OF THE I I INCINERATOR. I I 30 REMOVE EXISTING ODOR CONTROL FANS IN THEIR ENTIRETY. ® I EX 4" DS@ 31 RE-ROUTE SCREW PRESS CONTROL PANEL, PURGE AIR LINE AND I I CONNECT TO EXISTING HPA FEED IN DEWATERING ROOM. FIELD 0 I ASH 0 o I I VERIFY AND ROUTE. I THICKENER o 0 o I 32 REMOVE EXISTING INCINERATOR FOUL AIR DUCTING AND I ASSOCIATED APPURTENANCES IN ITS ENTIRETY. NOT ALL DUCTING IS IN I I SHOWN, FIELD VERIFY EXTENTS OF DEMOLITION. WHERE DUCT I PENETRATES WALL, INFILL PER STRUCTURAL. I � EX SP-603 I 33 REMOVE TEE AND INSTALL 24" SPOOL TO I I EXISTING 24" DUCT. 2 3 4 24 34 SAWCUT LANDING AT FACE OF EX DOOR. I I I I 35 REMOVE CONCRETE WALKWAY AND STAIRS. I I SAWCUT FLUSH WITH WALL. REMOVE EXISTING DOOR AND DOOR HARDWARE AND SIGNAGE. I INFILL PER STRUCTURAL. Call 48 Hours I I 3 EMOVE EX 6" 90" BEND. Before You Dig I I 37 SA T OPENINGS FOR ECOR EDY DUCT PENET IONS. 1-800-424-5555 UNDERGROUND SERVICE 5 / ADD ALTERNATE ITEM #13 22 EX 4" SD 11 O C70 ov I See Separate Demolition Plan under 1 BLD2021-0930. 1 48 A M X/9 Green •Clean •Sustainable � -o I�v �otir EDMONDS WWTP CARBON RECOVERY Drawl ep 02 b2$ DEVELO NT SERVICES SOLIDS PROCESSING BUILDING Sheet: 1. T 114 DEMOLITION PLAN File: P20-10570_D-2 DEWATERING FLOOR Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED E O co E a_ Qry N N CDQ- C"I Q" z� Q Q� a- O FT a- x M LU O I � CDLO � O Ln � O p N o X N — N 00 E U O �.2: U o N X a) 00-1 Q I`__ =) LO I o � 0 a- N L L_ x O w E o1 -0 � W LO / O O U � m X Q (D �6 E ca c U O Vj LL X NOTES: 1. SEE DRAWING D-1 NOTES. 0 Z r- ADD ALTERNATE #2 21 23 5I617X8 9 13 ISSUED FOR PERMIT No. Revision SAWCUT TO MATCH EDGE OF REMOVED PLATFORM SLAB — MECHANICAL NCINERATOR' j ROOM/ 1 14 15 12 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. REMOVE CONCRETE COLUMNS AND PLATFORM. COLUMNS SHALL O3 BE SAWCUT FLUSH WITH FLOOR OF INCINERATOR ROOM. 13 MCC / PLC ' DECK,/// i1 12 I 20 SAWCUT SLAB AT FACE OF WALL 4' x 9' DECK, ABOVE 11 s 04-2021 GRM RAD Date By App'd PLC / GYM EX OVERHEAD CRANE MONORAIL SHOP SAWCUT SLAB AT FACE OF WALL, TYP 4' x 10' DECK, ABOVES L -------------J 4O 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. r- — — — — — — — — — — — I I I I I I I I L------------J MAINTENANCE / OFFICE CHEMICAL STORAGE POLYMER FEED II 14 15 I� — II II II ASH II 'ATERING 1 7 II II II II �I II L II II II � ST�"GE II Scale: BHC Consultants, LLC Designed: G. Mockos, P.E. 1601 Fifth Avenue, Suite 500 3/161, = 1'-0" b hA0 Seattle, Washington 98101 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale AMERE5;CO 206.505.3406 (fax) �' N. CONSULTANTS www.bhcconsuItants.com If Not One Inch Green Clean Sustainable Checked: R. Dorn, P.E. Scale Accordingly O7 L WIRING BACK TO SOURCE, AND REMOVETIRETY. REMOVE EQUIPMENT CONTROL PANEL, R=HYPOCHORITE) 88 REMOVE CHEMICAL PIPING AND APPURTESTIRETY. REMOVE CHEMICAL PIPING (CAUSTIC ANPING \ BACK TO SOURCE. O9 REMOVE 42" DUCT TO EXIST �G FLANGE AT WALL INTERFACE. INSTALL 42" FRP BLIND F NGE WITH GASKET. INSTALL 2" DRAIN WITH MANUAL PVC L VALVE AT BOTTOM OF DUCT, INSTALL III DRAIN PIPE AND UTE TO EXISTING SUMP. 10 REMOV ASH SCREW CONVEYOR ELECTRICAL IN ITS ENTIRETY. REMWE WIRING BACK TO SOURCE, REMOVE DISCONNECTS AND �• DUIT IN ITS ENTIRETY. 11 REMOVE 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. (1D5PROTECT IN PLACE FUEL OIL SUPPLY TO BUILDING 300 BACK-UP GENERATOR. RELOCATE AS NEEDED, NOTIFY AND COORDINATE a.: 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. I 19 REMOVE EXISTING CAST -IN -PLACE CONCRETE LANDING IN ITS ENTIRETY. I C-1 q. 20 SAWCUT ACCESS IN EXISTING CONCRETE WALL, SEE MECHANICAL _ J Is-, .4 PER LOCATION AND DIMENSIONS. • e` 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, I REMOVE ELECTRICAL WIRING BACK TO SOURCE, REMOVE I CONDUIT IN ITS ENTIRETY. I 23 SAWCUT OPENINGS FOR ECOREMED�DUC�TPE`NETR`ATIO`N / LOCATE PER DWG M-14. N22 ADD ALTERNATE #2 See Separate Demolition Plan under BLD2021-0930. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING DEMOLITION PLAN SHOP FLOOR Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE ROBERr oV wAs111 ��tO -L i "7fl= Drawl ep 02 :2t&j DEVELOPMENT SERVICES Sheet: Wll`R T 114 File: P20-10570_D-3 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED c 0 E a 0 0 Q U E Q N Ln c+� 0 N O N CO O L Q LL I O Ln O O ^N LL E LL COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED c 0 E S? L W 0 Q U E a 0 M 0 N O N O L Q ) Q (0 M o ry a> 0 of 0 O 0 0 N — a- E M— LL o Ln � ~I � o o Ln � o N o X ry E c= 0 0 U�I O o �I o O X O O I o 0 �U) X �w 0 E OI -0 r-- W / O 0 U I E X a> Q ai 6 nz c U m L � X A--G e— 7 ADD ALTERNATE ITEM #1 FOR WALL AND VESTIBULE DEMOLITION 4 6 \ 0 5 K Y"L ) C " r r-rrW ) rai •air ia` a= r a�iaar�� a :ara� a—�---rrtr--- — -------------------- SCREEN yti ems_ ROOM SCREEN S-102 4 6 eL , 0= ADD ALTERNATE ITEM #9 I } r 1 2 3 rEJ— 711-1 4 _ RAW SLUDGE r PUMP GALLERY �r• I •r ' G6 A. 5' ADD ALTERNATE ITEMI #9 S-103 4 6 1 2 3 ' RS-101 1 NOTES: RS-102 HEADWORKS MCC / CONTROL ROOM 4" NPW 4" SC RS-103 RS-104 RAW SLUDGE PUMP GALLERY a •. v SECTIONLA:� S LE: 1" = 1'-0" D-4 ADD ALTERNATE ITEM #9 CONSTRUCTION NOTES: 1. SEE DRAWING D-1 NOTES. 11 REMO SCREENING CONVEYOR, CONVEYOR SUPPORT , ONVEYOR ENCLOSURE IN ITS ENTIRETY. 2. THE REMOVAL AND DISPOSAL OF SCREENINGS FROM WASTEWATER SHALL BE THE O2 REMOVE EQUIPM CONCRETE PAD TO BE FLUSH RESPONSIBILITY OF THE CONTRACTOR DURING WITH SLAB AND GRIN URFACE SMOOTH. REPAIR DEMOLITION AND CONSTRUCTION. THE DAMAGED SLAB TO MATC DJACENT SLAB PER CONTRACTOR SHALL PREPARE A SEQUENCING DETAIL 2/D-7. PLAN AND SCHEDULE TO BE APPROVED BY OWNER AND ENGINEER PRIOR TO COMMENCING O3 REMOVE EQUIPMENT CONTROL PAN , LOCAL WORK. SCREENINGS REMOVAL AND DISPOSAL DISCONNECTS AND CONTROLS, REMOVE ECTRICAL SHALL REMAIN INTERRUPTED DURING WIRING BACK TO SOURCE, AND REMOVE CO UIT IN CONSTRUCTION AND DEMOLITION. ITS ENTIRETY. OPROTECT 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. 24" RAW SEWAGE See Separate Demolition Plan under BLD2021-0930. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE gOBERp �4 OF WASgj� C 1 T O SECTIONrd'*'� �O � 48 � �� T E� �� k 1' Z�f� SCALE: 3/16" = -0" D-4 ONAL I i BHC Consultants, LLC Designed:scale: G. Mockos, P.E. EDMONDS WWTP CARBON RECOVERY Dr i4ep 02 262 1601 Fifth Avenue, Suite 500 As Shown DE OPMENTSERVICES bh( Seattle, Washington 98101AME E CO Sheet: RTM&T 114 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale H EADWO RKS BUILDING 206.505.3406 (fax) R.; @ DEMOLITION SECTIONS File: P20-10570_D-5 ISSUED FOR PERMIT 04-2021 GRM RAD CONSULTANTS www.bhcconsultants.com If Not One Inch Green ; Clean . Sustainable No. Revision Date By App'd R. .. Checked: RDorn, PEScale Accordingly Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED C� E d T Q 0 in a o a-0 E of a LO L-: O a) � o N p X U E 2 0 0l M LO c*5 O O 6 N N O X N o cn a 0- Q � I CD LO LO o� � o N U X of -F r` 0 LO p 0 0 ry N N W N L 0 `6 O c a� — LL N U) LJ W OI �LO a� o X o — 0 0 o -0 w CU of U � a_ LO I- o �I X o — N LO o � r () 0 CJ c -0 CO C [-- 0 E of -0 LO W_ O O r 0 (o a� X Q - E 0 Co U 0 U) I L X 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 9M 10" I 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 RAW SLUDGE SCRIBED X .F • ;�®I� THE SOUTH ' PUMPING • ., LEE �_= Saffi ----- MIs 56�� ►I 01 relp'no SOLIDS BUILDING UNDERGROUND FUEL STORAGE TANK FILLER CAPS (TYP) 101 PK W OPERATIONS SD 07 I RIGHT OF WAY C/L I W ' W AC ` 102s• SPIKE i 1 I �. DT14 W •c s W 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 Applicant shall repair/replace all Before You Dig damage to utilities or frontage improvements in City right-of-way ENGINEERING DIVISION 1-800-424-5555 per city standards that is caused or APPROVED AS NOTED UNDERGROUND SERVICE occurs during the permitted project. 10/15/2021 o�E ay I w 45243 �SSIDNAL EGGS BHC Consultants LLC Scale: EDMONDS WWTP CARBON RECOVERY Drawi4pp 02 V Designed: R. Ochiltree, P.E. 1601 Fifth Avenue, Suite 500 1" — 20--0" DEVELOPMENT SERVICES Seattle, Washington 98101 Sheet: MRTMV 114 (AW 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale AME 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 Green • Clean • S u sta I n a b Checked: G. Mockos, P.E. Scale Accordingly Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED M E co a_ c d Q a in Q O L E �I o arl- Ln o Cf) O N Q X U O 0- E o Q x Ln W Llj o l M Ln O O oCD X O� Q 6 °? cn - Q _6 0 W WI CV O UI o O Ln o o X i o � N � c O LL N Cn Cn °' w CDf cn O � r O O U X m - i N c � o ca � U - n m � ~I LO I CD O r Ln O N X O -0 - c a- O E of -0 r-- W LO � O O Urn i 0 X Q E c U � c/) i••� L X -------------I- Z I .' � I • � I . O � I . 0 10 20 1 Scale in Feet 1 PRIMARY CLARIFIER NO. 2 PRIMARY EX FLOW SPLITTER BOX RAW 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 NO CITY WATER TO 3 THIS BUILDING FROM -. IF - 11 I Jill 11 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 LSD >� N iri > wA 1 1 F-T PP I I 9 ' IJ C. P ' CS Ni p 10' W WALL SS OL OPENING - S FILLER CAPS TYP) HMA PATCH AS REQUIRED, SEE NOTE 1 W FF=19.80 PW PW PW p� . A qw e�Ae G G a .. A .• p ° n77 " ' Ab. D. n . °• e ° \ SC SC SD q SD SC �G 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 8 U . zi NPW NPW NPW - - - - A P q 1P PP � J W cJ ni r, SD SS SD BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 (AW 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By Al >-0 n ° ° ° .A ' n A . S g I s d •' . ° ° .s • n - CB 1189 ° c. A ' RIM 15.05 I.E. 13.2 E., 6" STEEL PIPE AC h.h. 4 ELBOW SENDS PIPE DOWN, "' NO VISIBLE EXIT FOR WATER DRAIN ° A a . 6 q . . . EX ENTRANCE e n ' I {� 100 SPIKE ADD \ ALTERNATE Y 3 #12 GP 3 r- W pw P DT1 cn �.J z M SD SD I r Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. Scale 1 " = 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 AME E CO Green •Clean •Sustainable � ENGINEERING DIVISION APPROVED AS NOTED 10/15/2021 EDMONDS WWTP CARBON RECOVERY GRADING, PAVING, AND STRIPING PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE OV E AY i "77 45243 �c 1 ST10" �S8I0NAL V�' Drawinep 02 �92� DEVELOPMENT SERVICES Sheet: nRTM&T 114 File: P20-10570_C-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED L m M E cD a O m Q 0 d Orl- LC) O 0 N X m ~I 0 c � O `O E o •� o Q- CV i X m — 0 Cn U 0 d E of a � Lf� O 00 � o N o X N ) CDCn x CDw CD sz � Q Lo O ca O N _o X L.L — O M � UI ~ O X w o OI O Ln N O O aj N cEa X N M ii N N U) Q -0 O C � O) U) of LC) > O W o N X C — o ry L a) U 3: o_ �I OW 0 0 r` Y In O CDO o E U) — O a- E of w LO O O r U V o m X0 Q E ca M c U m Cn X No. 0 10 20 Scale in Feet RAW SLUDGE PUMPING STATION BELOW PRIMARY CLARIFIER NO. 2 PRIMARY CLARIFIER NO. 1 HANDRAIL HANDRAIL i NO CITY WATER TO THIS BUILDING FROM THE SOUTH ODOR CONTROL SYSTEM ACCESI 71'-10" .. SC RIBED X YID 1592 RIM 23.56' CAA L e• ' p O a 4 Q HEADWORKS BUILDING ° ° ODOR CONTROL SYSTEM NO CITY WATER TO THIS BUILDING FROM --Sol SEE NOTE 2 9 EX WALL OPENING IE 16.81, APPROX 18" WIDE x 12" HIGH - FF-17.35 FLOW PAT SEE NOTE 1 ' �� s� 4 •p. • ° 'p FF=21.36 I I P •• P FF=21.30 Iz:>-j / P UNDERGROUND FUEL STORAGE TANK - G CS % N W OL SOLIDS PROCESS PK s BUILDING ss FILLER CAPS ISSUED FOR PERMIT e �Fu zi J ".0. . e\p a ° •4 W FF=19.80 P PW PW PW Pyy A A G G EX UNDERGROUND FUEL STORAGE TANK Its, .♦ .. A a ° d I IE 1 .41 SC � SC IE 14.81 D SD q SD SD SD SD SD SS SD IE 14.51 - OPERATIONS BUILDING 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 Revision Date I By I App'd I• D� r SD Designed: R. Ochiltree, P.E. Drawn: P. Simon Checked: G. Mockos, P.E. AC 111ft 1L • a• 6 102 ' ° •.a SPIKE ° ° DT1 DT16" a DT12" ° a ' .a. a ° ° p DT16„ a e' S' s• °. °.. q 8 ° ° q ' '• .° 4. —PW M SD SD 6" DR Scale ill = 10'-01, One Inch at Full Scale If Not One Inch Scale Accordingly 2 O CO Q Z N + ADD ALTERNATE #12 NOTES: 1. SURFACE RUNOFF FROM EXISTING PARKING LOT WILL REMAIN UNCHANGED, AND WILL FLOW TO DRIVEWAY CB AND TRENCH DRAIN, THEN INTO HEADWORKS FOR TREATMENT BY THE WWTP. SURFACE RUNOFF FROM NEW ODOR CONTROL SYSTEM SLAB WILL FLOW THROUGH EXISTING OPENING IN WALL, TO DRIVEWAY CB AND TRENCH DRAIN, AND THEN INTO HEADWORKS. NO SURFACE RUNOFF WILL LEAVE THE SITE. 2. EXISTING GRAVEL SURFACING AND EXISTING CONC SIDEWALK (APPROX 1,700 SQFT) TO BE REPLACED WITH NEW CONC SLAB ON GRADE, STAIRS, RETAINING WALL, AND GRAVEL, TO CONSTRUCT NEW ODOR CONTROL SYSTEM. I I CB 1189 RIM 15.05 I.E. 13.2 E., 6" STEEL PIPE ELBOW SENDS PIPE DOWN, NO VISIBLE EXIT FOR WATER EX ENTRANCE \100 SPIKE EX TRENCH DRAIN V CB AME ESCO Green •Clean •Sustainable ENGINEERING DIVISION APPROVED AS NOTED 10/15/2021 EDMONDS WWTP CARBON RECOVERY SITE DRAINAGE PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE Ay0 W 45243 4 .6�0 I gTE��w �SSIDNAL N �� Drawi4pp 02 t2l DEVELOPMENT SERVICES Sheet: �RTM&T 114 File: P20-10570_C-3 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m M E d (D Q O_ m O 0 0- of LO i O N � O N p X Q �U }, E r) Q X W 0 0l O LO LO O O O N N X o O 0- O Q X LU of LO O O O N U X OI rl_ M LO p O O N N (n a- Q b� 0 E a- c O mI-- LO LL O N T O �X ry 0) (D U o p U a— N 0 U _Q o U — m � ~I � o �I o O r LO O O N X 64 O E O E OI -0 r-- Lu LO O O U � m 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.............. .......... .......... ............... .......... U 103 SCRIBED X . •<:Q — i s > (rgypp 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 e ° \ 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 it 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 •Sustainable @) 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. ENGINEERING DIVISION APPROVED AS NOTED t. 10/15/2021 EDMONDS WWTP CARBON RECOVERY SITE UTILITIES PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE OV E AY o; 45243 �c �° 1STV, g��w� �S810NAL 0�' Drawint�:ep 02 �9?A DEVELOPMENT SERVICES Sheet: ZTRTM&T 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 I -- LID O _ � L O � N d M E O M E 0- co — C >, N P - L LL (D N E ^^L LL �Ln 0) O -0 >o o X a� — C O N Cory U 11 � U al O I'- (n LID O O Y � U O N 2: O ~ E O -0 r W LO O C) U X Q 7. ai U� m U) LL 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) TOOLED L75 @ 5-0" OR AS INDICATED ON DWGS 6x6-6/6WWF S=1/4"/FOOT PREPARED SUBGRADE BELOW - CONIC SIDEWALK AND SLABS - X AT LEAST 95% OF MAXIMUM T � DRY DENSITY PER ASTMD1557 III _III ��I �� IIII III_ 5'-0" AS INDICATED ON DRAWINGS, TYP HMA PAVING SIDEWALK SECTION DETAIL Lj� SCALE: 3/4" = 1'-0" C-2 SCALE: 3/4" = 1'-0" C-2 BHC Consultants, LLC Designed: R. Ochiltree, P.E. Scale: 1601 Fifth Avenue, Suite 500 As Shown bh( Seattle, Washington 98101 206.505.3400 Drawn: P. Simon One Inch at Full Scale 206.505.3406 (fax) ISSUED FOR PERMIT 04-2021 GRM RAD CONSULTANTS If Not One Inch www.bhcconsultants.com Checked: G. Mockos, P.E. Scale Accordingly No. Revision Date By App'd Private property only. Sidewalk to meet Building requirements. AMERESCO Green • Clean •Sustainable 4 6 Call 48 Hours ENGINEERING DIVISION Before You Dig APPROVED AS NOTED 1-800-424-5555 UNDERGROUND SERVICE 10/15/2021 �vE AY� i 45243 4 p0 1 S T ERA �S810NAL 1�1 EDMONDS WWTP CARBON RECOVERY Drawin�:ep 02 VAS DEVELOPMENT SERVICES CIVIL DETAILS sheet: 2&RTM&T 114 1 O F 2 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 0 N Q 0 L Q Q 0 a_ UI 0 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 L U 0 m ~I 0 0 0 N X ai E c� 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. -- 0 (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) 0 COMPANION 4" OD POST, GUSSETS REMOVABLE Call 48 Hours Before You Dig O� ADD SMOOTH LEADING EDGE. ALTERNATE #12 HANGER � BOTTOM GUIDE (NO PROTRUSIONS PER ASTM F 2200) 1-800-424-5555 UNDERGROUND SERVICE BRACKET BRACKET ENGINEERING DIVISION APPROVED AS NOTED you w AY0 C' 10/15/2021 GATE HANGER ASSEMBLY BOTTOM GUIDE CATCH ASSEMBLY N- DETAIL 2 DETAIL 3 �� DETAIL 4 �� 45243 �o , NTS _ NTS _ NTS _ s TV,�� ww �ssfONAL E�' R Scale: Se 02 20 1 BHC Consultants, LLC Designed: R. Ochiltree, P.E. EDMONDS WWTP CARBON RECOVERY Drawin9'pOFEDMO -6 D TMENT Sheet: �§ of 114 C 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101ME 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, P.E. If Not One Inch Scale Accordingly Green ; Clean � Sustainable Date: April 2021 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 0 N O D Q 0 a_ w 0 O U al O to O E a� H i = U ry : al 0 O a � Y 00 of LO o ) 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 CONIC 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 C� 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 PIED 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 W PER SCHED EQ EQ `pa N 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 ■ Alternate Bid Items are not included in this permit ■ 1 unless expressly stated ■ in these plans, typ. 1 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 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. 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 W a DOOR PER SCHED HOUSING B � C � � D SINGLE FLUSH ( COILING DOOR � � COILING DOOR AMERE CO Green •Clean •Sustainable 00 ALT #5 DOOR A _ Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 CITY OF EDM ND Drawin�VEOPMEN ES DEPART EDMONDS WWTP CARBON RECOVERY 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 N/ 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 a CF CITY OF EDMONDS Drawin?vELOPMENT s��{,Ic�s DEPARTM Sheet: 31 of 114 File: Date: April2021 a� a �I 0 a LL X w I CD r— Ln CD 0 N X C N C N N L U CO 0- 0 ^L LL I CD 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 CD E o — iri ° 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 F-) LL = X w c+o I o Q r- LO CD 0 I o N X N — E ry M O CL LL Y M 0 o= I Q J Z CL U � o w LLO 0 o I N m X U — N = ° U a- ry d al p LO — o O o a N V 6 Cp C Z I O oD to p o w C/) o N U X LU O E rr c CL ° 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. I Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com NEW DOOR, ALT. BID #1 *A171LTA 1 8'-8" ow 1., 3'-4" SAW CUT OPENING FOR I / /- NEW DOOR N 7 RAILING LOCATION ' O ' FOR DUMPSTER rVIC+r1A11- /" MAr1A1/- SCREEN ROOM NOTES: GNEW DUMPSTER AND GUIDE RAILS, SEE MECHANICAL SHEET M-5 FOR INFORMATION. 15'-0" '-0" ALTERNATE BID ITEMS EDGE OF DUMPSTER NEW DOOR, ALT. BID #1 HEADWORKS BUILDING HEADWORKS BUILDING ENLARGED FLOOR PLAN a0+19.81V 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) 286 1640 www.kpg.com If Not One Inch Scale Accordingly 0 =001,0 �U o ' I SAW CUT OPENING FOR .� NEW DOOR `� Ir EXISTING GRATING AMERE CO Green •Clean *Sustainable ° 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 ■ Alternate Bid Items are not included in this permit ■ 1 unless expressly stated in these plans 1 EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING ENLARGED PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 F1 - ■ CITY OF EDMONDS DrawinI�PvELOPMENTS Vy& DEPARTM Sheet: 32 of 114 File: Date: April2021 U) 0- 0 11 0 I Ln 0 O N X l- 0 L ILL a O ^L LL I O l'l— Ln O r O N X L 1Q J I LL L LL X W r- Ln CD O N X (D Y Y 2 Z Q J 0_ I O I` Ln O O N X C E 0 U U L Q 0 ^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 LO o Q U o N E X cU — C N 66 E O Q 0- N N O I? CV O O O- M O Or-- Ln Q O m +. O (B N -O X O a Z U) m J Y d ry Z Q 4 J Q 01 LO O LO I-- O Ln O , � O N a) X E — M c m m � O J '§ c I cu o� I QLL Z X U wl U� w; 0 o N O m X U — 0 _ �ry � al r) p Ln CD CD U o Y cl' 0 Z I cO oD G Ln l) CD Ll..l O � N LLJ U X O E lZ Y I.L a� X 1 \I PLAN REVIEW COMMENTS No. ISSUED FOR PERMIT Revision NOTES: 1. SEE SHEET A-10 FOR CONSTRUCTION ACCESS DETAIL, 2. SEE SHEET A-9 FOR LADDER DETAIL. C I A SA 10001V m (\� � EX BASEME T OOR � • F 7.69' 0\,o 00 SEAS bh(4k �/ CONSULTANTS BHC Consultants, LAC 206.505.3400 1601 Fifth A. G,iue, Suite 500 206.505.3406 (fax) Seattle, Washington 98101 www.bhcconsultants.com BASEMENT LEVEL ENLARGED Q I FLOOR PLAN (a@-7.690) l�p� 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 Suite 400 WA 98121 Bellevue (206)2861640 www.kpg.com If Not One InchChecked: Scale Accordingly AME E CO Green* Glean *Sustainable ■ This sheet has been replaced. See revised ■ sheet dated 1/28/2022. EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING ENLARGED PLAN BASEMENT Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED R T Of ENNIS W. , JR STATE OF WASHINGT CITY OF EDMONDS DrawinI�PvELOPMENT *Vy* DEPARTM Sheet: 33 of 114 File: Date: April2021 v Q O ^L LL O LID O CD N X Q O L LL Q O ^L LL I CD I` LO CD N X L a) Q Q I LL L LL X W CD r— Lf ) CD r O N X d Y d d Y z Q J n OI Ln O r O N X C E O U U 7 'L^ VJ Q O ^L LL I CD Ln CD r 0 N X C O E N U cu m I C N t6 a L L L cu LL E x W Lo (o O Ln O Q � U o N E X - E 00 L" E a o CT a) N Q O o N L Q � I O o L r— Q Lo Q O r m ca N -0 X O � g z C/) m J Y d ry I r-) Q z i Q 4 J i d Q of LO O LO o Lf) r O r O N N X E — M L LL O J .§ C I cu oa QI LL z X U wl w LLO 0 0 r N O m X U — (D = U ry al �r-) o LO — O U o Y � m C z I O o0 LID r) O W C/) o N U X O E ry c Y ii L ) (>3 � X PROPOSED ST LOWER PLAN 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 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 AMERE CO Green •Clean *Sustainable ° EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING ENLARGED PLAN BASEMENT NOTES: 1. SEE SHEET A-10 FOR CONSTRUCTION ACCESS DETAIL, 2. SEE SHEET A-9 FOR LADDER DETAIL. ■ Revised sheet Approved By L. Bjorback 1 /28/2022 ■ City of Edmonds ■ ■ Building Division Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 AMMR FOR REVISION REGISTERED STEEP STAIRS - Jan 24 2022 RESUB 1 CITY OFEDMONDS DEVELOPMENT SERVICES 9ENNIS W. , JR DEPARTMENT IE OF WASHIN&0114 Drawing: A-4 Sheet: 33 of 114 File: Date: April2021 L Q I 0 L LL X w I CD r— M CD O N X a c N a� L U C0 0- 0 0- CD I Ln 0 0 N X Q O L C7 C d L co LL F: Q L CU Q Ea CD �LO o o Q o U N X E CU E O of U LP U o C7 0 0 N - n 0 0l �r-- Q LID i? o CU N X O Q z � J �I a -co ryry d ry LL C? X Ln w l CD Q r` LO CD 0 �o o N X CU0- a C CU o = QI ZQ Z J CD a l � o w LO 0I N � m X U — N = U w ry al o Ln — o o Y � Ib C z f o o r1- LID p o w C/) o N U X LU O E ry c Y ii L ) (>3 (3) X 1 L1 I NEW FLOOR I OPENING I NEW FILTER EQUIPMENT (ACF CLOUD. ALT. BID #2) TUNNEL ROOF BELOW NEW q—g STAIR #5 EX SHOP FLOOR FF +19.81' 7 —1 PROPOSED STEEP ST-Ardlv-UPPER PLANi REMOVE EXISTING DOOR AND ENLARGE OPENING PER STRUCTURAL. AFTER EQUIPMENT INSTALLATION, INFILL OPENING WITH METAL STUDS AND METAL SIDING PER 7\A-11 NEW STAIR #4 40'-0" EXISTING - VERIFY SOLIDS PROCESSING BUILDING ENLARGED UPPER FLOOR PLAN (a@ +18.31') 3/16"= 1'-0" 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 i i i D3 A-8 NEW STAIR #3 EX SHOP FLOOR FF +19.81' Lil A-5 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 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.XXV) 1/1"= 1'-0" AMERE CO Green •Clean *Sustainable ° 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. P! ■ Revised sheet Approved By L. Bjorback 1 /28/2022 ■ City of Edmonds Building Division REVISION Jan 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING PLAN CONC INFILL Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED R T 01 ENNIS W. JR STATE OF WASHINGT Drawing: A-5 Sheet: 34 of 114 File: Date: April2021 1 R'_IR" 19'-n" SCALE: 1/4" = 1'-0" A-7 PROPOSED STEEP STAIR SECTION Droved 18/2022 City of Edmonds ■ Building Division I._._■_■_._■_._� REVISION Jan 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED 01 AR T ENNIS W. J STATE OF WASHINGT Scale: EDMONDS WWTP CARBON RECOVERY Drawing: A-7 KpG Designed: DESIGNED bh&1/4"-1'-0" Interdisciplinary Design Sheet: 36 of 114 c/ SOLIDS PROCESSING BUILDING SECTION CONSULTANTS SEATTLE Tacoma Drawn: DRAWN 3131 Elliott Ave Wenatchee One Inch At Full Scale AMERESCO BHC Consultants, LLC 206.505.3400 suaeaoowa,ss1z1 Bellevue R File: ISSUED FOR PERMIT 04-2021 MM BS 1601 Fifth Avenue, Suite 500 206.505.3406) (206)2861640 www. kpg.com .kpg.com fax Checked: CHECKED ScaleAccordin If Not One Inch Green* Clean *Sustainable I No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com Accordingly Date: April 2021 EX WALLS & DOOR No. bhp. 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 Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com NEW DOC AND FRA • 4f All AInhA STAIR #4 PLAN SCALE: 1/2" = 1'-0" IFCWB'd STAIR #3 PLAN SCALE: 1/2" = 1'-0" %I 11 "=1'-10" =X WALL iANDRAIL AT 34"-38" AFF 31UARDRAIL AT 42" AFF 3UARDRAIL RETURN -O FLOOR, TYP Scale: Designed: DESIGNED SCALE-HORIZ Drawn: DRAWN One Inch At Full Scale AMERE CO IfNot One Checked: CHECKED Scale Accordingly Green • Clean * Sustainable 2 TREADS @ 01 Al, AIf'lr%A 1'-"1" PLAN SCALE: 1/2" = 1'-0" ised sheet Approved -. Bjorback 1 /28/2022 ■ of Edmonds ding Division MMEMEMEM REVISION Jan 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS WWTP CARBON RECOVERY ENLARGED STAIR PLANS :ANDFRAME GUARDRAIL AT 42" AFF I HANDRAIL AT 34"-38" Ad IARDRAIL RETURN FLOOR DRAIL RETU LOOR 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 c� E L r) U E c� N 0 0 0 N 0 N c9 0 L ^0 rLL^ VJ J C) O al O LO O N E m C H L r - I C/) Q � Z U o w Lo 0 o I N O m X U - N = U w ry d al m p LO — O O o a cti Y � 00 m Z I O o0 Lo p o w C/) o X U X w 6 O E ry m w � a� Y jl ^� L n X 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 c d C6LL -C a L O c>3 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 CU N X O L D_ N Q Z � J �I d c>3 ryry d r p X LO CD Q r` LO CD 0 I Lo 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 o a N V 6 00 C) I-- z of O LO p o w N U X LU O B Y j,L X 1 L1 ■ 42 inch guard 1 required at ■ 1 opening. 1 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 NEW FILTER EQUIPMENT (ACF CLOUD. ALT. BID #2) *Av NAM d_1,: I1 TUNNEL ROOF BELOW NEW q-g STAIR #5 EX SHOP FLOOR FF +19.81' NEW FLOOR OPENING NEW ALTERNATING;/ TREAD STAIR #2 111111111. 1 -MI,I i® ll U Ih 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. ■ This sheet has been replaced. See revised ■ 1 sheet dated 1 /28/2022. CONC INFILL Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 ., . . bh CITY OF EDMONDS EDMONDS WWTP CARBON RECOVERY Drawin�VEDOPMENT EPARTM � 1 PLAN REVIEW COMMENTS Scale: KpG Designed: 1/4" = 1'-0 Interdisciplinary Design " Sheet: 34 Of 114 c&F SOLIDS PROCESSING BUILDING PLAN CONSULTANTS SEATTLE Tacoma Drawn: One Inch At Full Scale AMERESCO File: 3131 Elliott Ave Wenatchee 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 p L — o U o a N Y � 00 z ~I O o LO p o w C/)� N U X LLJ O E co � 0 Y IL �0 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 GIVI 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 L-11111111--.j . ALT. #10 SCREEN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 CITY OF EDMONDS �� g scale: EDMONDS WWTP CARBON RECOVERY Drawil' DEPARTM�� bhc4k Designed: 1/4" = 1'-0" Sheet: 35 of 114 InterdisciplinaryEADesign SCREENING PLAN ELEV & DETAIL CONSULTANTS SEATTLE Tacoma 3131 EllionAve Wenatchee Drawn. One Inch At Full Scale AMERESCO BHC Consultants, LLC 206.505.3400 Suite400WA98121 Bellevue R File: 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: If Accordingly No. Revision Date By App'd Seattle, Washington 98101 www.bhcconsultants.com 9 Y Date: April 2021 1 R'_R" 1 91-n" SCALE: 1/4" = 1'-0" A-7 ■ This sheet has been replaced. See revised ■ sheet dated 1 /28/2022. ; Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 REGISTERED AR T 01 ENNIS W. J STATE OF WASWNGT 1 PLAN REVIEW COMMENTS 08 2021 MM �� Scale: vELOOF PMENDMONDs ES EDMONDS WWTP CARBON RECOVERY Drawing DEPART bhc& Designed: DESIGNED 1/4"-1'-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 FLOOR PLAN AT LANDING STAIR #2 SCALE: 1/2" = 1'-0" PLAN REVIEW COMMENTS 08-20211 MM I BS I b h C♦ 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 DOC AND FRA I• 4f All nInnA STAIR #4 PLAN SCALE: 1/2" = 1'-0" IFCWB'd STAIR #3 PLAN SCALE: 1/2" = 1'-0" I 11 "=1'-10" =X WALL iANDRAIL AT 34"-38" AFF 31UARDRAIL AT 42" AFF 3UARDRAIL RETURN -O FLOOR, TYP Scale: KpGDesigned: DESIGNED SCALE-HORIZ Interdisciplinary Design SEATTLE Tacoma Drawn: DRAWN AMERESCO 3131 ElliottAve Wenatchee One Inch At Full Scale Suite 400 WA 98121 Bellevue IfNot OGreen Clean Sustainable (206) vimApg.com Checked: CHECKED Scale Accordingly i 2 TREADS @ 01 All Klf"'%AA 1'—Cff PLAN SCALE: 1/2" = 1'-0" r_._._._._m- ■ This sheet has been replaced. See revised ■ sheet dated 1 /28/2022. EDMONDS WWTP CARBON RECOVERY ENLARGED STAIR PLANS :ANDFRAME GUARDRAIL AT 42" AFF] HANDRAIL AT 34"-38" A 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 CITY OF EDMONDS D rawi npEVELOPMEN DEPART TAE1�CEs �J Sheet: 37 of 114 File: Date: April 2021 M L E to 0 Q U E rn 00 0 N O CV O M CA 7 N 0 a_ J 0 QI O LO O E M C H I C/) i� I i CD ,LO )I � o i X � U ry Q . 0 0 �a � Y 00 ) I LO O i o N X i E t6 ILL CU 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 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 Elliott Ave 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 CONIC 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 IIIIfNot One Scale Accordingly Green • Clean * Sustainable EX FINI! FLOOR 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 ■ This sheet has been replaced. See revised ■ 1 sheet dated 1 /28/2022. EDMONDS WWTP CARBON RECOVERY STAIR DETAILS ER ZING IV OSING Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 9813 CITY OF EDMONDS DrawinlifvELOPMEN DEPART �Es 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 I-- O L 0 0 N N X E — M = a ry ILL Q QI Q� za (D Y w F- r) 1 o N � ,LO m o U� � O X o_ — F- F- Q L �I o d O L CAI u) X 0 W Z I O LO p o w C/) o F- N U LLj O E rr co Y ii 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 I 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 CITY OF EDMONDS DrawinWYELOPME �s DEPA N Sheet: 39 of 114 File: Date: April2021 GENERAL STRUCTURAL NOTES a) 0 0 0 Q U E rn N CD N CD c- C) U) iv 0 0- CD o - � L o m N m D E 0 m E m- �ry LL 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 ROOF 25 PSF (MIN)1 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: 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 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 LOAD PATH FOR LATERAL FORCES: LATERAL FORCES ARE CARRIED BY THE FLOOR 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. ■ SPECIAL INSPECTIONS REQUIRED: 1 SOILS (INCLUDING TEMPORARY SHORING, 1 1 AND SUBGRADE PREP FOR SLABS AND FOUNDATION) ■ STRUCTURAL: STRUCTURAL OBSERVATION, 1 1 STRUCTURAL STEEL/WELDING/HS BOLTING, ' CONCRETE, FABRICATION, FIBERGLASS FRAMING 1 1 SEE S-2 AND S-3 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 c)nc 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. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. BUILDING ® STRUCTURAL ❑ MECHANICAL PLUMBING ELECTRICAL ❑ ENERGY ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��G-DATE:10/8/2021 WEST COAS CODE CONSULTANTS, INC. BLD2021-0520 RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS WWTP CARBON RECOVERY STRUCTURAL GENERAL NOTES 1 of 2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE E� Og W.AS�I Q m Drawing: S-1 Sheet: 40 of 114 File: P20-10570_S-1 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED GENERAL STRUCTURAL NOTES O 0 U) U) 0 Q U E 0 r N O N 0 Q U) a; 0 a- N U) of r` LO O o .LD N � E Ea3 ry LL aa) o U m a) O 7 o U — D- E L �I WoLO O LO LO O O r r � O N o X in CO C O E OLO LO W C:) o O r U cn o m Xa) Q ai U � U� ;' X EXPANSION ANCHORS (CONT.) 3. STEEL STANDARDS 5. BOLTS 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, 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 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 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 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 FALLOWS: CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 70 DEGREES FAHRENHEIT BOLTS FOR OTHER THAN BUILDING FRAMING CONSTRUCTION SHALL BE 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 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 A. SLOPING SLABS SUCH. ALL ASTM A307 BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER 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. 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 B. CHAMFERS TIGHTENED, AND INSPECTED IN ACCORDANCE WITH THE RCSC. BOLTS IN ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 2A THREADS, CONNECTIONS OF BEAM- TO-BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS UNLESS NOTED OTHERWISE. FURNISH ANCHOR RODS PREFABRICATED WITH 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 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 UNLESS NOTED OTHERWISE AS SNUG- TIGHT. WHERE CONNECTIONS ARE NOTED AS MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE 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 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 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 STANDARD SIZE UNLESS NOTED OTHERWISE. ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE BASE PLATE WITH FULL D. SLEEVES THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, THREAD PROJECTION FOR NUT INSTALLATION. ANCHOR ROD INSTALLATION 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 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 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 I. STEEL DECK F. NON -SHRINK GROUT OF BUILDING OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE 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. 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, 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 CONTRACTOR'S RESPONSIBILITY TO COORDINATE DRAWINGS, LOAD DIAGRAMS, AND NOTES. MINIMUM GAGE IS 20. MAXIMUM DEAD 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 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 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, 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 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 USED. SHOWN ON THE SHOP DRAWINGS. UNITS SHALL SPAN OVER FOUR SUPPORTS, H. STEEL ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE FRAMING DOES PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 OR AWS D1.6. ALL WELDING NOT PERMIT. THE AISI SPECIFICATIONS SHALL GOVERN THE DESIGN OF ALL DECK PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER'S UNITS. STEEL DECK AND ALL OF ITS FLASHINGS SHALL CONFORM TO ASTM A653. 1. CODE AND SPECIFICATIONS RECOMMENDATIONS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE THE STEEL SHALL HAVE RECEIVED, BEFORE BEING FORMED, A METAL STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS\ OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A653-G60. ALL WELDING 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 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 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 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 ENGINEER. BE SO FASTENED TO THE STEEL SUPPORTS. THE SIDE LAPS OF ADJACENT UNITS ALL ANGLES AND CHANNELS ASTM A36, FY=36 KSI UNLESS NOTED OTHERWISE 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 KSI WELDING PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TO: REQUIRED ROOT BE FASTENED TO THE STEEL SUPPORTS AT THE SIDE BOUNDARIES BY 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 CONCRETE. 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. WIDE FLANGE SHAPES, ASTM 1069 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 bh F 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 08-2021 KED GRM 206.505.3400 04-2021 GRM RAD 206.505.3406 (fax) Date By App'd CONSULTANTS www.bhcconsultants.com Designed: K. Dahl, S.E., P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. Scale: N/A One Inch at Full Scale 1' _1 If Not One Inch Scale Accordingly AME E CO Green •Clean •Sustainable 4 @ J. FIBERGLASS ITEMS 1. ALL FIBERGLASS REINFORCED PLASTIC PRODUCTS SHALL BE SUPPLIED BY FIBERGRATE COMPOSITE STRUCTURES; DALLAS TEXAS, OR APPROVED EQUAL. 2. FIBERGLASS GRATING SHALL BE FIBERGRATE MOLDED OR APPROVED EQUAL. SEE BELOW FOR GRATING DESCRIPTION: • OPEN GRATING: 1 1/2" DEEP, 1-1/2" X 1-1/2" MESH WITH NON SLIP SURFACE 3. FIBERGLASS RAILING AND FITTINGS SHALL BE DYNARAIL, POST AND RAIL SYSTEMS OR APPROVED EQUAL. 4. FIBERGLASS I -BEAMS, ANGLES AND SHAPES SHALL BE DYNAFORM OR APPROVED EQUAL. K. DEFERRED STRUCTURAL SUBMITTALS SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR -DESIGNED COMPONENTS PER STRUCTURAL DOCUMENTS. THE ELEMENTS OF DESIGN ARE DEFERRED SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO T HE ENGINEER, WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE ENGINEER SHALL SUBMIT THESE REVIEWED DEFERRED SUBMITTAL DOCUMENTS WITH A NOTATION THAT THE SUBMITTAL HAS BEEN REVIEWED FOR GENERAL CONFORMANCE TO THE BUILDING DESIGN. THE DEFERRED SUBMITTAL ITEMS WILL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE CITY OFFICIALS. THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS. DEFER E ST U TU A SU MIT C MPO N S: • HANGERS, ANCHORS AND SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND DISTRIBUTION • FRP FRAMING AND GRATING AS SPECIFIED IN DRAWINGS L. STRUCTURAL OBSERVATIONS THE ENGINEER OR RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC SECTIONS 109, 1704 OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE OWNER, ARCHITECT, CONTRACTOR, AND BUILDING OFFICIAL AT THE SIGNIFICAT CONSTRUCTION STAGES. M. SPECIAL INSPECTION IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 1705 OF THE 2018 IBC, SPECIAL INSPECTION SHALL BE PROVIDED BY THE OWNER, ENGINEER, OR THEIR DESIGNEE AS FOLLOWS: FIBERGLASS FRAMING CONSTRUCTION: PROVIDE PERIODIC INSPECTION OF 1. F FRAMING LAYOUT AND CONNECTIONS. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��G-DATE:10/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL GENERAL NOTES 2OF2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE WASyI ,'`� Drawing: S-2 Sheet: 41 of 114 File: P20-10570_S-2 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED U) co U cD 0 Q U E co N O 0 N O N O U 0 ai co 0 a M U) O L0 O _ o N d (6 E O (0 E 0- co — C ry. N N LL N N U O7 0 U) `0 U 0 -0. AN 1 d O 0 O C:) C:) r` X ILD - ca 0 0 � m C O E o -0 � W L0 O C:) U U) O X Q ai _0 E M C U (3) U) E �4 X SPECIAL INSPECTION SCHEDULE Areas requiring special inspection: Frequency-- - - Comments: Continuous Periodic FABRICATORS (IBC 1704.2.5) ._._.._...... _..__.._. .. .....--- -- - -- -. --- ---._ -- - - - ♦ ... ..... ... ... ...... _.._.. _....... .. _... ... __._. _...._ ♦ If fabricator is approved, on -site inspection is not required but a certificate of completion must be provided to the B.O. (IBC 1704.2.5.1) SOILS (IBC 1705.6) Verify adequate materials below footings ♦ Prior to placement of concrete. Excavation extend to proper depth and materials ♦ Prior to placement of compacted fill or concrete. Classification and testing of fill materials ♦ Check classification and gradations at each lift, but _ - --.._...... __._ _.. ..... -- _ ........ _._. _ _ _____. not less than once for each 10,000ft' of surface area. _ _....... ____.. Verify proper fill materials, lift thicknesses and in -place densities ; Verify properly prepared site and subgrade ♦ Prior to placement of concrete. CONCRETE CONSTRUCTION (IBC 1705.3) Reinforcing steel placement ♦ Verify size, clearances, splices and proper ties. Embedded bolts or plates ............ __._ _ _ --- -- - --- --- ---_ Verify required design mix -- -- - - _. _._ ____ _._ _....... ....... ____.. ---- ♦ Verify mix design meets strength and exposure _..__ ............. _.._.._. _.... --- -- - ---. _._._ _._ _-._._..- requirements listed on approved plans. _._... --.._. ..... _ ____ _.._.. _....... ......... _..__._. ...... .... Concrete placement/sampling Includes sampling for air, slump, strength and temperature techniques Inspect formwork ♦ Verify shape, location and member dimensions. _ Post installed anchors ♦ --.._. ..... _..__ _.._.. _....... __._. In accordance with approved ICC-ES Report. Periodic inspections allowed if stated in ES Report. OTHER THAN STRUCTURAL STEEL (IBC 1705.2.2) Steel Roof & Floor Deck: Material verification of steel deck ♦ Identification markings per applicable ASTM standard Roof and deck welds ♦ Verify that welds conform to AWS D1.3. STRUCTURAL STEEL CONSTRUCTION (IBC 1705.2, 1705.11.2, 1705.12) Prior to Welding (Table N5.4-1, AISC360-16): Observe Perform Verify welder qualifications & welding procedures Material identification ♦ Verify type and grade of material. Welder identification ♦ Verify there is a system in place to identify the welder who has welded a joint or member. Fit -up groove welds ♦ Verify joint preparation, dimensions, cleanliness, tacking and backing. Access holes ♦ Verify configuration and finish. Fit -up fillet welds ♦ Verify alignment, gaps at root, cleanliness of steel surfaces, tack weld quality and location. U REVISED INSPECTION SCHEDULE PER CITY COMMENTS Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. I Revision 10-2021 KED GRM 08-2021 KED GRM 04-2021 GRM RAID Date By App'd SPECIAL INSPECTION SCHEDULE (continued) Frequency Areas requiring special inspection: - - v Comments: Observe Perform bhcBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 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: S.Olsoe Checked: G. Mockos, P.E. Scale: N/A One Inch at Full Scale If Not One Inch Scale Accordingly Verify packaging and exposure control. Verify welding is not over a cracked tack weld ....__._ _._._ ....... ._._.._ . _._._. ......... ...... Verify wind speed is within limits as well as precipitation and temperature. Verify items such as welding equipment settings, travel speed, welding materials, shielding gas type/flow rate, preheat applied, interpass temperature maintained, and proper position __ __ .... ........ _. _ _ ___. ........ ... ...... ... Verify interpass and final cleaning, each pass Is within profile limitations, and quality of each pass. Verify placement and installation. Verify that welds have been properly cleaned. Verify that welds have not been added w/out FOR approval. Ultrasonic testing shall be performed on 10% of CJP groove welds in butt T- and corner joints subject g J Ject to transversely applied tension loading in materials 5/16-inch thick or greater. All such welds in Risk Category III and IV must be tested. When required by Table A-3.1 of AISC 360-16. .. ..... -......... . _._._..... ....... ..... All NDT shall be documented. All fabricated steel and their connections shall be inspected to verify compliance with the details shown in the approved plans. __. .... ........ _ __. ... ....... Shall be on the premises during the placement of anchor rods/embedments. Verify diameter, grade, type, and length of element and the extent or depth of embedment prior to placement of concrete. Verify contour and finish as well as dimensional tolerances (see Table 18-1 of AISC 341-16). Verify that no holes or unapproved attachments are made within the protected zone (see TableJ8-1 of RISC 341-16). SPECIAL INSPECTION SCHEDULE (continued) Frequency Area Comments: Continuous Periodic MASONRY CONSTRUCTION (IBC 1705.4) Minimum Testing (Article 3.1, TMS-402/602-15): Verification of Slump Flow and Visual Stability Compressive strength tests per ASTM C 1019 for Index (VSI) for self -consolidating grout. slump flow and ASTM C 1611 for VSI. Verification of f'm• ♦ Determine compressive strength per "unit strength" or prism test asspecified in Article C-32 of TMS- p 402/602-16 prior to construction. Prior to Construction (Article 1.5, TMS-602-16J: Review material certificates, mix designs, test results and construction procedures As Construction Begins (Table 4, TMS-602-16): Proportions of site -prepared mortar Construction of mortar joints ........ ..... _... Location of reinforcement, connectors and anchorages. Prior to Grouting (Table 4, TMS-602-16): Groutspace - - - Grade, type and size of reinforcement, anchor bolts and anchorages. Placement of reinforcement, connectors and anchorages. - ..- Proportions of site -prepared grout. ........ . Construction of mortar joints During Construction (Table 4, TMS 602 16) -- -- -- ......,.... Size and location of structural elements Type, size and location of anchors, frames, etc. ....... .... . Placement of grout. .......... ...-_- ------ -- ........ Preparation, construction and protection of masonry during cold weather (<407) or hot weather (>907). ......... ....... Observation of grout specimens, mortar specimens, and/or prisms. AME E CO Green •Clean •Sustainable � ♦ Verify materials conform to approved construction documents. Mix design, test results, material certificates, and construction procedures should be submitted for review. Mortar mix designs shall conform to ASTM C 270 while grout shall conform to ASTM C 476. Material certificates shall be provided for the following: reinforcement; anchors ties, , fasteners, and metal accessories; masonry units; mortar and grout materials. Review cold -weather or hot -weather construction procedures. ♦ Verify that mortar is type and color specified on approved plans, it conforms to ASTM C 270, and is mixed per Article 2.6.A of ACI 530.1. ♦ Verify mortar joints meet Article 3.3.6 of ACI 530.1. ♦ Verify reinforcement is placed in accordance with Article 3.4 of 530.1. ♦ Verify grout space is free of mortar droppings, debris, loose aggregate, and other deleterious materials and that cleanouts are provided per Article 3.2.D and 3.21 of ACI 530.1. ♦ Verify reinforcement, joint reinforcement, anchor bolts and veneer anchors comply with approved plans and Section 1.6 of ACI 530. ♦ Verify reinforcement, joint reinforcement, anchor bolts and veneer anchors are installed per approved plans and Articles 3.2.E, 3.4, and 3.6.A of ACI 530.1. ♦ Verifyrout proportions meet ASTM C 476 and a g P p slump between 8-11 inches. Self -consolidated grout shall not be proportioned onsite. ♦ Verify mortar joints placed in accordance with Article 3.3.13 of ACI 530.1. ♦ Verify locations of structural elements per approved plans and confirm tolerances meet Article 3.3.F of ACI 530.1. ♦ Verify correct anchorages and connections are provided per approved plans and Sections 1.16.4.3 and 1.17.1 of ACI 530. ♦ Verify cold -weather construction complies with Article 1.8.0 of ACI 530.1 and hot weather construction per Article 1.8.D of ACI 530.1. ♦ Confirm specimens/prisms are performed as required by Article 1.4 of ACI 530.1. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING M STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��7G-DATE:10/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCHEDULE OF SPECIAL INSPECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 2,11 Drawing: S-3 Sheet: 42 of 114 File: P20-10570_S-3 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED STRUCTURAL ABBREVIATIONS 6 O 0 a� 0 Q U E m N O It O O N O N O Q Q iv 0 n 0 I Ln 0 0 N � o_ E E n Ir a) LL a) N L U U c e U 0 O > U m a� cD O :E � o U — D_ m � ~I O of _o Lf) O CDN �x o V L O D_ E of -0 r-- W Ln O O U C o 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 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" 3/4 OR #6 6 3/16 611 511 6 1/2 911 811 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. Call 48 Hours 5. PROVIDE 4 1/2" EMBEDMENT AT ANCHORAGE INTO FACE OF 5 1/2" STRUCTURAL WYTHE OF CONCRETE WALL PANELS UNLESS NOTED OTHERWISE. PLAN REVIEW ACCEPTANCE Before You Dig FOR COMPLIANCE WITH THE APPLICABLE 6. ADHESIVE ANCHORING SYSTEM IN CONCRETE, MINIMUM STRENGTH 2,500 PSI, SHALL BE HILTI HIT -RE 500 V3. CONSTRUCTION CODES IDENTIFIED BELOW. 1-800-424-5555 ❑ BUILDING ® STRUCTURAL UNDERGROUND SERVICE 7. EMBEDMENT ARE TYPICAL UNLESS OTHERWISE NOTED ELSEWHERE. E] MECHANICAL ❑PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE TYPICAL ANCHOR PLAN REVIEW ACCEPTANCE OF DOCUMENTS AUTHORIZE CONSTRUCTION TO MINIMUM EMBEDMENT PR CEEDOESODINVIOLATIONOFANY FEDERAL, WAS�� STATE, OR LOCAL REGULATIONS. 2 w DETAIL BY: 1 ��DATE:10/8/2021 RESUB NTS TYP WEST COAS CODE CONSULTANTS, INC. Oct 06 2021 ��,C'�G� 44 CITY PD DEVELOPMENT SERVICES DEPARTMENT BHC Consultants, LLC Designed: K. Dahl, S.E., P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: S-4 1601 Fifth 00 NTS Washington 98101 bh(AW Seatt eAMERESCO Sheet: 43 of 114 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale STRUCTURAL ABBREVIATIONS 206.505.3406 (fax) I , - I @ AND MISCELLANEOUS DETAILS File: P20-10570_S-4 ISSUED FOR PERMIT 04-2021 GRM RAD CONSULTANTS If Not One Inch www.bhcconsultants.com Checked: R. Dorn, P.E. Scale Accordingly Green �� rDat�7April 2021 ble No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a� 0 0 Cn Cn Q a 0 L9 co N Lo U 0)0 �o U CD CD O 2 0 0 0 c — 0 � o U — � m � ~I O �I CDCDCD L0 O O N x of � N c � 0 E of Lu 0 o Cn U � a) X 0 Q M c U 0 U)E < 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" #4 F_ @ 18 MIN @ 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— IMN #4 x 10'-1 @12"B( SAWCUT 1/3 SLAB DEPTH CONTROL JOINT 11N 611 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 z J In w w SEE PLAN FOR THICKNESS #6 @ 12" _#5 @ 10 #4 @ 16" r\ 2'-0" (3) #6 CONT SLAB ON GROUND SLAB TRANSITION IN LIEU OF BENT MAIN BARS PROVIDE mLs� 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 x LDT 2 x LDT 2. LAP WALL REINFORCING AT SPLICES LSB(G)' SEE NOTE 5. L 2'-0" MIN L 2'-0" MIN ADD BARS SAME SIZE AND WALL RETAINING 3. ALL VERTICAL REINFORCING IN CONCRETE WALLS SHALL BE CONTINUOUS FROM SPCG AS MIN INSIDE FACE EARTH STRUCTURAL FLOOR TO STRUCTURAL FLOOR, OR FROM FOOTING TO FIRST HORIZ WALL REINF OR AS STRUCTURAL FLOOR ABOVE, UNLESS NOTED OTHERWISE. SHOWN IN BLDG SECTIONS (2) #5 MIN NOTES: INTERIOR 4. START HORIZONTAL AND VERTICAL BARS 1 INCH CLEAR OF EDGE OF OPENINGS. WALL OR COL 14 L Z 1. REINFORCEMENT IN OTHER SPACE REINFORCING BARS AT EQUAL SPACES NOT TO EXCEED REQUIRED DIRECTION SHALL BE TREATED IN A SPACING. WALL INTERSECTION #5 x 4'-0" AT EACH SIMILAR MANNER. AT RETAINING WALL CORNER, EACH LAYER SEE PLAN 6" UNLESS UNLESS OTHERWISE _ 5. REFER TO 3/- FOR VALUES OF LID, L AND L LENGTHS SHOWN AS LsB�G� SHALL OF MAIN REINFORCING 2. "W" AND "L" = DIMENSION OF OR ARCH NOTED I sB sBG OPENING. FOR CIRCULAR OPENINGS BE EITHER LSB OR LSBG DEPENDING ON BAR SPACING. DWGS FOR "W" = DIAMETER. LOCATION 6. SEE DETAIL 2/S-007 FOR OPENING REINFORCEMENT. CONCRETE WALL REINFORCING EXTRA REINFORCING 3. OMIT ADDED REINFORCING WHEN 2 - #5 CONT DETAIL L4� SPECIAL REINFORCING INDICATED ON NTS TYP BARS EQUIVALENT TO HALF THE BARS CUT IN PLANS OR DETAILS EXCEED #5 IF HEIGHT SAME DIRECTION 2 - #5 REINFORCING REINFORCING SHOWN HERE. o X GREATER BARS CUT BY THAN 9 TRIM MINIMUM OPENING STOP 2" 4. SUPPLEMENTARY BARS MAY BE FROM FACE HOOK OMITTED ONLY WHERE OPENING IS BARS FRAMED BY BEAMS. #4 @ 16" 1-#5 HOOP, DIA OF V-6" LAP 5. OPENING DETAILS SHOWN ARE Call 48 Hours OPENING +8" IN EACH TYPICAL UNLESS NOTED OTHERWISE. Before You Di LAYER OF REINF FOR PLAN REVIEW ACCEPTANCE g OPENINGS 10" OR LARGER 6. SEE MECHANICAL AND FOR COMPLIANCE WITH THE APPLICABLE z o ARCHITECTURAL DRAWINGS FOR CONSTRUCTION CODES IDENTIFIED BELOW. 1-800-424-5555 N SLAB AND WALL OPENINGS NOT ❑ BUILDING ® STRUCTURAL UNDERGROUND SERVICE I - W - SHOWN ON STRUCTURAL DRAWINGS. E]MECHANICAL ❑ PLUMBING 2'-0" ❑ ELECTRICAL ❑ ENERGY MIN ❑ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS OF WASNI� DOES NOT AUTHORIZE CONSTRUCTION TO REINFORCING AT WALL CONCRETE CURB PROSTATE,CEED OR OREGULAN OF FEDERAL, STATE, OR LOCAL REGULATIONS. BY: W RESUB AND SLAB OPENING � wes�oa�co�o►vsu�ra►vrs,ei►uc. � '� a44 DETAIL DETAIL �� Oct 06 2021 / w 2 NTS TYP CITY PD OND DEVELOPMENTCES NTS TYP DEPARTMENT BHC Consultants, LLC scale: Designed: K. Dahl, P.E., S.E. EDMONDS WWTP CARBON RECOVERY Drawing: S-5 1601 Fifth Avenue, Suite 500 As Shown bhcSeattle, Washington 98101AME E CO TYPICAL CONCRETE DETAILS Sheet: 44 of 114 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale 1 File: P20-10570 S-5 ISSUED FOR PERMIT 04-2021 GRM RAD 206.505.3406 (fax) f f Not One Inch , 1 OF 3 - No. Revision Date By App'd CONSULTANTS www.bhcconsultants.com Green . Clean . Sustainable p Checked: R. Dorn, P.E. Scale Accordingly Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 0 O 0 L Cu 0 Q 0 E m 00 0 0 0 N 0 N 0 Q Q ai is 0 n CD V1 01 Ln 0 CV (a E Ec- m — C r' N i� (D CV U U 3 O U O AW.1 a- 0' 0 of o X 0 — U— � m O ~ E cD W w 0 0 U � o X Q ai E ca M c U � c/ �0 ;� X 4A f—I /--N 011 CIA/ NOTES: 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 CIA/ NOTE 1 I�' N W 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: A END OF AND @10" UND FER OF PAD 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 " NOTES: 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" 1. ABOVE VALUES VALID FOR ALL CASE IF" E, NOTE 2 SIDE COVER GREATER THAN 2 1/2,, END COVER GREATER THAN 2" - 2. BAR DIMENSION REQUIRED TO MANUFACTURE HOOK. 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 RAD 206.505.3406 (fax) www.bhcconsultants.com Date By I App'd CONSULTANTS STANDARD HOOK & EMBEDMENT DETAIL NTS TYP Designed: K. Dahl, S.E., P.E. Drawn: G. Castillo Checked: R. Dorn, P.E. Scale: NTS One Inch at Full Scale I ' _-1 If Not One Inch Scale Accordingly 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. CONCRETE REINFORCING BAR LAP SLICE AND DEVELOPMENT LENGTHS DETAIL NTS TYP HOUSEKEEPING PAD PER PLAN - AMERESCO Green •Clean •Sustainable 0 1/2" EMBED PLATE, SEE NOTE 1 0 3/4" 0 x 4" HEADED STUDS, SEE NOTE 2 NOTES: 1. PLATE SHALL BE 2" LARGER THAN ECOREMEDY BASE PLATES, COORDINATE TO DETERMINE SIZE. 2. PROVIDE 3 STUDS PER SIDE OF PLATE WITH ONE ADDITIONAL AT PLATE CENTERLINE. Z-\ 2" TYP n FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. E] BUILDING M STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: �a�7��' DATE:10/8/2021 WEST COAS CODE CONSULTANTS, INC. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE 1� OF WAS TYPICAL EMBED PLATE FOR EQUIPMENT BASE SUPPORT RESUB ANC �1g44 way DETAIL r6_�� Oct 06 2021 �o w CITY O NTS TYP DEVELO MPENT SDERV CES DEPARTMENT �L - �2 EDMONDS WWTP CARBON RECOVERY Drawing: S-6 TYPICAL CONCRETE DETAILS sheet: 45 of 114 2 OF 3 File: P20-10570_S-6 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED m J L 0 Q U E a 0 0 N 0 N a; 0 c- C) U) a 0 r` U) I 0 0 0 N D_ a� E LL E m D- a) a� U 0 Cn 0 U 0 (0 V" E .-�5 L D- O Ln O 0 N X 0 m ~I O Ln O i 0 N X iv E c m LL MR PROVIDE CONTINUOUS NOTES: EXPOSED FACE OF WALL RETRO FIT WATERSTOP ALL ABOVE FINISHED GRADE ° 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 a ° USE CONICAL INSTALLATION. ANCHOR BOLT a CAULKING WHERE SPECIFIED °a ° a TYPE INSERTS FACE OF I I MINIMUM EMBEDMENT TO PAD OR SHOWN, PLACE AFTER a EACH FACE I I EQUIPMENT ,_ SHALL BE 0„. 1 CONCRETE FINISHING IS a 6" 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 ° _ #4 n @ 12" SEE CIVIL �I SLOPE @ PAD ED GE 1/2 DEPTH OF CONE f DEPTH OF CONE SLOPE — ° a AS SPECIFIED, TYP ° z ° ° a • • • � � • • • WATERSTOP ° ° CO 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 - 2. SPACE FORM TIES ON EXPOSED PORTIONS OF WALLS APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND THICK WALL OR LESS @ 12 EA FACE U ��OU ��OU ��O ��O OOo000000Oo0O00000000000000000 ADO O OO ADO OOOOOOOOOOOOO o000oO0OoO0OoO N I FORMLY IN EACH DIRECTION. <:5 6 <5 Q <5 6 o00O0 o00O0 o00O0 o�0O0 �OD� o�0O0 o�0D0 o�0O0 o�0D0 o�0O0 o�0O0 , o0oa�o0oa�o0oa�o0oa�o0oa�o0oa�o0oa�o0 O 0�0000�0000�0000�0000�0000�0000�0000 ADO ��O ��O ��O ��O 3. WHERE CAULKING IS NOT SPECIFIED OR SHOWN, DRY PACK EXTERIOR 00 00 00 00 DO �O DO OOo000000000000000000000000000 OOo000oO0OoOc5un TIE HOLES WITH NON -SHRINK GROUT. COLOR OF CONCRETE. GROUT COLOR TO MATCH NOTES: ��000�0<:5 000�0<5 000�0<5 000�0 o000oOC:5 b C)/<0b�� p 0 C)/<5 0 C/<5 <O) �O�OR0 Q d 4. DRY PACK USING STEEL TOOLS. 1. AT CONTRACTOR'S OPTION, DOWELS MAYS%��j��j��j��Xj��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 BACKFILL ON GROUND DETAIL LA� DETAIL L4� DETAIL NTs TYP NTs TYP NTs TYP EXTENT OF 2", TYP — WALL OPENING SEE NOTE 1 1 — — — — — — — — — 1 1 2" CLR, 6", TYP I TYP I I 4 - #5 VERTS, DRILL I AND EPDXY 4" INTO EXISTING EXISTING SLAB, d I i BASEMENT AVOID SLAB REBAR w I I I SLAB 1 #4 TIES @ 6" UON °a :d 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. PLAN REVIEW ACCEPTANCE Before You Dig 2. TOP OF PIER TO BE COORDINATED WITH ECOREMEDY. FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. 1-800-424-5555 ❑ BUILDING X STRUCTURAL UNDERGROUND SERVICE 3. MINIMUM PIER DIMENSION IN PLAN SHALL BE 10 INCHES. E] MECHANICAL ❑PLUMBING ❑ ELECTRICAL ❑ ENERGY TYPICAL STAINLESS STEEL TYPICAL EQUIPMENT PAD ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO WAS�� PENETRATION COVER ON EXISTING SLAB PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 2 DETAIL DETAIL �5� w RESUB BWESTCOAS SCALE: 1" - 1'-0" - TYP NT S TYP �J� J CO�ONSULTANTS,�INC. �� 44 Oct 06 2021 w CITY FD DEVELOPMENT MENT SERVICES DEPARTMENT NAL 1 yl�f/ 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 500 206.505.3400 bhc Seattle, Washington 98101AME 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com As Shown E CO Green * Clean Sustainable TYPICAL CONCRETE DETAILS 3 OF 3 Drawn: S. Olsoe Al RESPONSE TO BUILDING DEPARTMENT COMMENTS 08-2021 KED GRM One Inch at Full Scale r- If Not One Inch, Scale Accordingly File: P20-10570_S-7 ISSUED FOR PERMIT 04-2021 GRM RAD Checked: R. Dorn, P.E. Date: April 2021 p No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED O 0 L 0 Q U E 0 0 N O N 0 Q co 0 a_ co 0 rl- LO o — r i o T N m D_ E a) co E a - (a — ry i� a) N � U o O C O �0 U 0 �7- O T U (6 N r� o E = N U � D_ o CD O CDf O X LO o- 00 m O ~ E of Lu LO w o 'O U o 6 ( m X Q U � U� 4-- 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 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 NTS TYP AME E CO Green •Clean •Sustainable � PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,'-ORLOCAL REGULATIONS. BY: 7G��' DATE: 0/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY TYPICAL STEEL DETAILS 1 OF 2 Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE Op WAS�j� RESU6 A� 44 Oct 06 2021CITY U� / w o T PEDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing: S-8 Sheet: 47 of 114 File: P20-10570_S-8 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED J i N 1n O Ln O — � L O N D E N (0 E m — c ry N ILL a) � m O ~ E OI -0 � W Ln � O O U � 1n O E m X Q 0 M�U C: U)E _j� 4-- X 4-3/4"0AR W/ 9" MIN EMBED BASE PL 3/4" (A36) 5/16 FIN COL END AND BASE PL PER AISC 14" 2" O MAX GROUT C/L COL HOLE AT EQ EQ 5/16 w CONTRACTOR'S OPT r N 0 + w ]/ STL COL +1 f 1 1/2", TYP BASE PL 2" TYP / AROUND PLAN HSS OR PIPE COL PER PLAN NON -SHRINK GROUT TOC EL FIN COL END & BASE PI Mr-M II I II II I II I� I� NON-SH GROUT 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 Lf� SCALE: 1 1/2" = 1'-0" TYP 5/16 / 4-3/4" O ANCHOR RODS PLAN 5/16 5/16 ")ASE EE PLAN TOP OF CONIC PEDESTAL PER DETAIL 5/S-7 CONTRACTOR SHALL HOLD BASE PL RIGIDLY IN PLACE WHILE GROUTING 1. TIGHTEN ANCHOR RODS SNUG TIGHT AND TACK WELD NUT TO ROD TO PREVENT LOOSENING. 2. 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 NOTES: EX CONCRETE WALL 4 1. CONNECTION IS SIMILAR WHEN DECK IS a Al RESPONSE TO BUILDING DEPARTMENT COMMENTS ISSUED FOR PERMIT No. Revision TYPICAL DECK EDGE CONNECTION AT SOLIDS BUILDING SHOP LEVEL DETAIL SCALE: 1 1/2" = 1'-0" TYP 08-2021 KED GRM 04-2021 GRM RAID Date By App'd EPDXY GROUT EMBED #4 AT 24" O C W/ 4" M I N EMBEDMENT INTENTIONALLY ROUGHEN SURFACE bhcBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 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, W 10, 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 C11 rlTTCr_% "rlI 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 I-' 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 � ON 2", T) SECTION A -A EDMONDS WWTP CARBON RECOVERY TYPICAL STEEL DETAILS 2OF2 SIDES, 'YP (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 " 0 EXPANSION ANCHORS (3-3/4" MIN EMBED) W/ 2" HORIZONTAL SLOTTED HOLES IN PLATE RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLAN REVIEW ACCEPT NCE FOR COMPLIANCE WITH THE APPLI ABLE CONSTRUCTION CODES IDENTIFIED ELOW. ❑ BUILDING ® STRUC RAIL ❑ MECHANICAL ❑ PLUMBI G ❑ ELECTRICAL ❑ ENERG ❑ ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DO VENTS DOES NOT AUTHORIZE CONSTRUC ON TO PROCEED IN VIOLATION OF ANY FE ERAL, STATE,ORLOCAL REGULATIO S. BY: DATE: 1 8/2021 S, INC. WEST COAS CODE CONSUL TA Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE of was�1� q� 2,11 Drawing: S-9 Sheet: 48 of 114 File: P20-10570_S-9 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a) 0 0 0 Q U E n3 0 r` 77 N O N 0 Q a; co 0 0 U) 0 LO O o .) N � W E E a- LL a) O > U m a] L ry(D of U WI a- O LO O of o r-- X LO 0 r � O 0 -0 00 C O E OI LO W_ O O r U cn o m Xa) Q ai U m U� ;, X AT 18 & 20 ry GAUGE EDGE U FORM / CLOSURE PROVIDE 135" LIP RETURN Z� 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 00 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 Checked: R. Dorn, P.E. Scale Accordingly No. Revision Date By App'd 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 AMERESCO Green •Clean •Sustainable SEE NOTE 6 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING M STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: �7GDATE: 1 0/8/2021 WEST COAS CODE CONSULTANTS, INC. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE �7 RESUB Oct 06 2021�o�� 44 CITY PEDMONDS DEVELOPMENT SSERVICES ��`�S' DEPARTMENT 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 0 N O N 0 iv 0 �I O O N 3o 7 cn � O U O O m m ry o E D- o' 0 of o X o- 00 In �m O I-_ E of -0LO W O O U In o 0 X Q m E �M U 0 C/)E ~v 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 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 r. 44. A 1 0 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 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com rlCf-I! 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, L3U I L3AK,'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 CONhITIr\A1011 rlCTl \r ZJ1J1 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. 4. THE OPENING NOTED REQUIRES A CENTER -TO -CENTER SPACING FROM ADJACENT OPENING OF FOUR TIMES THE MAXIMUM OPENING DIMENSION IF REQUIRED LAYOUT CANNOT CONFORM TO THESE REQUIREMENTS, REINFORCE GROUP AS IF ONE COMBINED PENETRATION. TYPICAL DECK FLOOR OPENING 6'-0" AND LESS RESUB DETAIL Oct 06 2021 ONDS SCALE: 1 1/2" = 1'-0" CITY M E T SERVICES TYP DEVELOPMENT SERVICES DEPARTMENT EDMONDS WWTP CARBON RECOVERY TYPICAL STEEL DECK DETAILS 2OF2 PLAN REVIEW ACCEPTAN E FOR COMPLIANCE WITH THE APPLICA E CONSTRUCTION CODES IDENTIFIED BEL DW. ❑ BUILDING ® STRUCTU L ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUM NTS DOES NOT AUTHORIZE CONSTRUCTIO TO PROCEED IN VIOLATION OF ANY FEDE L, STATE, OR LOCAL REGULATIONS. BY: DATE:10/8/ 21 WEST COAS CODE CONSULTANTS INC. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE �w of wasN1� Drawing: S-11 Sheet: 50 of 114 File: P20-10570_S-11 Date: April 2021 X COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 2 m E D_ 0 0 0 0 U 0 Y E N D_ 0 O O 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" GRATING 1 PANELS, U' SECTION TOE PLATE 0 ATTACH PER MANUFACTURERS RECOMMENDATION N SEE DETAIL 5/- FOR z co CLIP ATTACHMENT Qo 0END POST INTERIOR POST BEAM � ILL]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 LI 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 di I BEAM PER PLAN NOTES: L—r 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, I I � I PROVIDE 4 PER PANEL #12 SST SCREW / I - BEAM OR ANGLE FLANGE z / 1" MIN / SECTION / II II / u u Call 48 Hours PLAN REVIEW ACCEPTANCE Before You Dig / FOR COMPLIANCE WITH THE APPLICABLE / CONSTRUCTION CODES IDENTIFIED BELOW. 1-800-424-5555 11" FRP TYPE B GRATED TREADS ❑ BUILDING X STRUCTURAL UNDERGROUND SERVICE ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY TREAD SUPPORT / / BY FRP VENDOR ❑ACCESSIBILITY ❑FIRE ` / PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO q WSSI�� TYPICTYPICAL PANEL H O L D D OW N AL I+� r• / LZiD _ PROCEED IN VIOLATION OF ANY FEDERAL, 41- CLIP ATTACHMENTS FRP STAIR STATE, OR LOCAL REGULATIONS. I I BY: a�-'7A.- �-DATE: 10/8/2021 R E S U B DETAIL �5� �' DETAIL l � 1 WEST COAS CODE CONSULTANTS, INC. Oct 06 20210�� 44 w NTS TYP NTS TYP DE EILO MPENTSERDVCES DEPARTMENT NAL 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 98101AME 206.505.3400 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com As Shown E CO Green . Clean • Sustainable @ TYPICAL FRP DETAILS Drawn: S. Olsoe Orne Inch at Full Scale I If Not One Inch I Scale Accordingly File: P20-10570_S-12 ISSUED FOR PERMIT 04-2021 GRM RAD 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 a� U 0 T 0 L Q �I �o Cn c� d = ILL. X W I O LSi O a X m p 0 O U O 0 0- O ^L LL I O Lr) 0 0 N X 0 U N o Cn U x o w O a� � cn O p o Q N U X E E M L M d O N CD LLr) 0 0 N ' O O N N Il X- O U `0 Q O N � (0 - -m .L CO LO O CD, o rX LO o � U O � N p 0- Q N 0 E I m o c � a> LO IL O N p U N P X L u- 0- 0 U) CL O L 0- 0 I I- LO O O N X a� Q sz I ca d LL X Lu OI I- LO O 0 N X ai s= m LL X NORTH L4 x 4 ALIGN RAILS ON 1/, SHIMS FOR Cc CUT A 3'-4" BY 7'-4" OPENING COORDINATE WITH ARCHITECTURAL FOR FRAME ATTACHMENT, BASE OF OPENING TO MATCH FLOOR LEVEL ISSUED FOR PERMIT No. Revision ENLARGED OPENING PLAN SCALE: 1 /2"=1'-0" 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 nl IT rV \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, A SECTION rc 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 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL [:]ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: a. -�� DATE: 10/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY HEADWORKS BUILDING RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL PLAN AND SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE .,02 0 Drawing: S-13 Sheet: 52 of 114 File: P20-10570_S-13 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED V ca E c L L 0 0 U o E U O C L N N Q � Q o �I N O N O � O C Q �(3^) lL U) L 45 LL X co co W 0 OI Q `r 1 V! O oI X -E- L0 O I? r Q O 5 N IL CI 45 E d co iL 1� X LL I N O L0 O O' X -0co o d U -L C) Q O c m O -0 Iz C O U �I tZ O O of o r` X L0 o — o ca N 0 m O ~ E oI W l0 O O� U U) O X Q ai UCo � U) �� co X TOP OF STAIRS EL 21.85 6" SLAB ON GROUND SIDEWALK EL 21.87 L J — — — — — — — — - — — — I J I F L- — STAIRS ON GROUND, SEE TYP DETAILS om% A I I =A S-15 I I � I I � I 3'-8" WIDE x 1' THICK WALL FOOTING TOF 16.00 FN I I rrkI4414 GRAVEL EL 22.0 a I 8" RETAINING WALL, TOW EL 21.83 a• I HANDRAIL •� I I Al RESPONSE TO BUILDING DEPARTMENT COMMENTS 08-2021 KED GRM ISSUED FOR PERMIT 04-2021 GRM RAID No. Revision Date By App'd bhcBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) C O N S U LTA N T S www.bhcconsultants.com TOS EL 18.03 EQUIPMENT PAD, PER DETAIL 4/S-7 TOS EL 18.8 SLOPE S-15 m � I I � u TOS EL 17.8 FIELD LOCATE PILASTER 10' W WALL OPENING PLAN SCALE: 1/4" = 1'-0" Designed: K. Dahl, S.E., 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 EQUIPMENT PAD, PER DETAIL 4/S-7 TOS EL 18.12 8" SLAB ON GROUND W/ #5 @ 12" OC EW — AME E CO Green •Clean •Sustainable 4 @ TOS EL 17.03 I ------------� ----------- -- TOS EL 16.81 #4 x 4'-0" CORNER BARS, TYP PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL [:]ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: a�7A. �� DATE: 10/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY BIOAIR CONTROL SYSTEM SLAB PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE RESUB Oct 06 2021 �AO�t� 44 CITY PD DEVELOPMENT MENT SERVICES DEPARTMENT fit' Drawing: S-14 Sheet: 53 of 114 File: P20-10570_S-14 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED aj O U) 0 0 Q U L0 (M L0 0 0 N 0 N 0 U) ai co 0 d L0 UI 0 II L0 0 a N o_ ;_ co C LL. co 0 m ~I O L0 O 0 N X c a� LL X 2' 0" _ 811 TOW EL 21.83 E 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 —— Q - 0 SLAB PER PLAN D • TOS EL 17.33 dd . EX CONC WALL � a a TOP OF ° FOOTING • • • • a III i d d azi a d • • a • `1a• _IIIIIII I d d 4 (V a ° a 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 SECTION SCALE: 3/4" = 1'-0" S-14 SCALE: 1" = 1'-0" S-14 NTS 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 I HSS SCREEN WALL I I SUPPORT W/ CONT FULL I I I I ° LENGTH ANGLE EA SIDE I I EX CONCRETE TYP 1 /4 1-12 I I Aw WALL L3x3x1/4 I I CONT EA SIDE HSS 4 x 4 x 1/4 • I I SCREEN WALL a • I I a 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 a a II II I II I I I I • — — — — — — — — — NEW SCREEN WALL J SLAB PER PLAN 4 • EX SLAB PANEL SYSTEM PER I ARCH WHERE OCCURS I I d : AT WALL OPENING INFILL 5/8"O x 6" @ 18" OC a a INTO EX CONC a a a ° SAW CUT EDGE OF EX ° a Call 48 Hours CONCRETE WALL WHERE Before You Dig OCCURS AT WALL OPENING PLAN REVIEW ACCEPTANCE G G 4 ° d //\/\ \ LE CONSTRUCTION CODEFOR COMPLIANCE S IDENT FLIED BELTHE LOW. 1-800-424-5555 ❑ BUILDING ® STRUCTURAL UNDERGROUND SERVICE d' ❑MECHANICAL ❑PLUMBING d ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑FIRE E SCREEN WALL SCREEN WALL PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, 1��WA C> CONNECTION CONNECTION A STATE, OR LOCAL REGULATIONS. Q �� OG� SECTION p BY: DATE: 10/8/2021 RESUB SECTION O N E WEST COAS CODE CONSULTANTS, INC. Oct 06 2021 44 SCALE: 1" = 1'-0" SCALE: 1 " = 1'-O" _ CITY Y OF EDMONDS S DEVELOPMENT SERVICES DEPARTMENT 1' � / P2, BHC Consultants, LLC Designed: K. Dahl, P.E., S.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawing: S-15 Sheet: 54 of 114 bhc CONSULTANTS 1601 Fifth Avenue, Suite 500 Seattle, Washington98101AME 206.505.3400 206.505.3406 (fax) c www•bhcconsultants.com As Shown • Clean E CO � • Sustainable BIOAIR CONTROL SYSTEM SLAB SECTIONS AND DETAILS Drawn: S. Olsoe Al RESPONSE TO BUILDING DEPARTMENT COMMENTS 08-2021 KED GRM One Inch at Full Scale � , - -' ScaleIf Not One OneInch AccordinglyGreen File: P20-10570 S-15 ISSUED FOR PERMIT 04-2021 GRM RAD Checked: R. DornPE . , .. Date: April 2021 No. Revision Date By App'd COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED co E m ry a) a) U O co L c� CU 0 L a) Q Q I 0 U) c co L LL X w 0 I r LO 0 0 N X i o IL U 7 Q 0 IL O I I— LO 0 0 N X 0 `1 U O m 0 I LO 0 0 N X E J of �Ln 0 0 U o N E X 0- CD N It M � N O O N U O U1 N Q cr O O a- ai 0 � O 0 X a — c0 0 C I � o co r d LO O L LL 0 0_ C14 0 0_ Qj f E or c U') 0 0 LL 0 L 0 J c I L LL X w 0 I r LID O N X CL Q I co d LL X w I O r LO O O N X ai E co LL X No. ACTIVATE CARBON CONI ISSUED FOR PERMIT Revision kCCESS TUNNEL CLARIFIER 03 SOLIDS HANDLING ROOM BEYOND ACTIVATED CARBON FILTER SUPPORT PLAN SCALE: 1/2" = 1'-0" 04-2021 GRM RAID Date By App'd bhc CONSULTAN NORTH EXTERIOR WALL OF EX SOLIDS BUILDING 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=7—@6" #4 @ 12 Designed: K. Dahl, P.E, S.E. Drawn: S.Olsoe Checked: R. Dorn, P.E. Scale: SECTION SCALE: 1/2" = 1'-0" 1/2" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly 4� @ 12 EW, DRILL \ND EPDXY 4" INTO XISTING SLAB DRILL AND EPDXY 4" NTO EXISTING WALL EX CLARIFIER COVER FRAMING IRIMARY ARIFIER #3 EX TUNNEL WALLS AND ROOF SLAB AME E CO Green • Clean • Sustainable PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING X STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL [:]ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: a. &;- DATE:10/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SOLIDS PROCESSING BUILDING ACTIVATED CARBON FILTER SUPPORT PLAN AND SECTIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE Drawing: S-16 Sheet: 55 of 114 File: P20-10570_S-16 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED I '1L'� v E m In LL 0 U 0 1n O U O LL E 1n m U �n O In I O Ln 0 �o I X N L 1n � o o U m E E Q_ Q LOLO 0- N W 0 CD WI N CD O r-- N LO O a; , O O X cn — iv 0 o U L^ r C/) I 0 o In Ln of O r` Ln O o N D_ o X E — E LL 0 1n N m � ml � cB C In L 1n LL O X -0 W > 0 CD 0 O O O -0 N X U In m � ~I o of o Ln o o N X o L C In O E �I W o O U 1n o m X Q M c U m c/) X 4 Q Q #4x1-0@12 DOWELS, DRILL AND EPDXY 3" INTO EX WALLS NOTES: SEE ARCH FOR EXTENT OF LANDING PROVIDE L3 x 3 x 1/4" W/ 1/2"X4" EXPANSION ANCHORS @120C FOR DECK SUPPORT Z 0 a• SEE DETAIL 3/S-9 FOR CONNECTION REQUIREMENTS (AA — - .a 1 e 2-1/2" CONC OVER � • 3" STEEL DECK B W/ WWR ;. 6X6XW2.9XW2,9 T X N W12x14 (6) PLAN SCALE: 1" = 1'-0" 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 EQUIPMENT SUPPORT COORDINATION: A. AT EQUIPMENT PAD FOR ECOREMEDY EQUIPMENT, 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 EQUIPMENT SUPPORTS, EITHER PROVIDE PIERS AS SHOWN ON PLAN OR PEDESTALS PER 5/S-7. TOP OF PIERS AND PEDESTALS TO BE DETERMINED BY EQUIPMENT VENDOR DRAWINGS. WHERE ANCHOR BOLTS ARE REQUIRED PER VENDOR 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 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 bh(AW 206.505.3400 04-2021 GRM RAD 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. a Scale SEE PARTIAL 1 PLAN 2/- FOR O2 3 4 5 LANDING ABOVE CONC CURB 4'-711 a •' 811 11-011 I i I - - - - - - $------- - - - -- - -�---- — - — - —-—- - - — - -- - ------ (A IL I I ., — As Shown One Inch at Full Scale If Not One Inch Scale Accordingly _ ki !Ili p�'�� jlJ 11111iiii diii�l. I lliiiiiii iiiilli�III �1'� I. III ■'�. I. 19'-091 PLAN SCALE: 1/4" = 1'-0" AMERESCO Green •Clean • Sustain able � 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 I PROVIDE 10" x 36" SEISMIC EXTENSION WHERE SHOWN, REINF AS REST OF PIER I W12x53 I COLUMNS, TYP I SEE NOTE 5 I I PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. Call 411 Hours ❑ BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING Before You Dig ❑ ELECTRICAL [-]ENERGY ❑ ACCESSIBILITY ❑ FIRE 1-800-424-5555 PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, UNDERGROUND SERVICE STATE, OR LOCAL REGULATIONS. 9'-6" - 8" BY: /' a.7G,._ DATE: 10/8/2021 WEST COAS CODE CONSULTANTS, INC.�� H E RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING GASIFICATION ROOM BASEMENT PLAN Drawing: S-17 Sheet: 56 of 114 File: P20-10570_S-17 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED (0 m 0- 0- 0 O U O a> Q Q �I 0 U) C 0- LL x Lu of r- _o 0 N x U 65 0- 2 0 0 0 N x CL Q ZD L LL X Lu 0 r- 0 J � � N X Z 0 0 U Co co E a a � o m M O � U U) M Q O O r L N d 04 0 CD r 0 0 a C/) CN o x M C E 0 0 d U M U 7 rrU) ^ rrL^^ VJ of Q O LO d o o O- N 0 o E o N m X C— O D- o N U) 3 N / L C C O o � N (� x U a m ~I o LO CD CDf 1 O N X o L C O E OLu I LuLO U 1 � o m X Q m M C U O C/) E m X SEE DWG S-16 FOR ACTIVATED CARBON SUPPORT CONNECT O TO EX WALL Z 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 co 00 FRP LANDING AND STAIRS lO � 4'-6" FIELD VERIFY W/ EX STAIR - I I w Into LO M X 00 e: q a X N W18x35 (10) W21x44 (10) 0 I \/ W12x14 (4) W12x14 (6) W12x14 (6) W18x35 (8) CW1I W18x35 (14) T X �w IS W18x35 (10) T- T- X N W W18x35 (16 2 0 �J 2 SEE NOTE 6 W18x35 (10) / N 0 X DAVIT SLEEVE, SEE DETAIL 1/S-19 FOR SLAB ATTACHMENT 4'-7" FIELD VERIFY WITH EX STAIR 4 O5 a I .d W12x19oil W21x44 (10) � 0- X 11 N 911 W18x35 (8) [6108x35 (4) (.0 3 X 1'-6" B W12x14 4 O 01) 4' x 8' 9 „ S-19 HATCH o 0 W18xL(8) X X 00 C>4 �> N .� W12x14 (4) 3" \/ N W12x14 (6) W18x35 (10) W12x14 (4) I I W18x35 (10) DECK SPAN, TYP I W18x35 (10) 0— oo W12x14 (2) N W18x40 (16) LO co X 00 W12x14 (6) �IW12x14 (6) X >N 9FRPa LANDING W12x14 (6) W12x14 (6) -- : - - - ® ILL] W12x14 (2) W18x35 (10) W12x14 (6) W12x14 (6) f - 14* •a — 4 •• A A•L .811 191-011 7'-9" W x 8'-6" WALL OPENING PER ARCH CRAIN RAIL BELOW PLAN SCALE: 1/4" = 1'-0" Bill Consultants, LLC 1601 Fifth Avenue, Suite 500 bh( Seattle, Washington 98101 08-2021 KED GRM A0 206.505.3400 04-2021 GRM RAID206.505.3406 (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. COIF TO[ Scale: As Shown One Inch at Full Scale I., 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. WHERE EQUIPMENT VENDOR DRAWINGS REFER TO PADS AND PEDESTALS FOR SUPPORT, SEE DETAILS 1 AND 2/S-6 FOR REQUIREMENTS. 9. WHEN EQUIPMENT DRAWINGS REFER TO ANCHOR BOLTS, REFER TO SHEET NOTE 4 ON DWG S-17 FOR REQUIREMENTS. SLAB ELEVATION AND MAJOR OPENING PLAN SCALE: 3/16" = 1'-0" AME E CO Green •Clean •Sustainable 0 ORDINATE FCH PER PLAN )GE EL 18.31, TYP 'AIN EL 18.15, TYP COORDINATE OPENINGS WITH ECOREMEDY DWGS, UON RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING GASIFICATION ROOM PLATFORM FRAMING PLAN PLAN REVIEW ACCE TANCE FOR COMPLIANCE WITH THE PLICABLE CONSTRUCTION CODES IDENTI IED BELOW. ❑ BUILDING ® STI UCTURAL ❑ MECHANICAL ❑ PL MBING ❑ ELECTRICAL ❑ EN RGY ❑ ACCESSIBILITY ❑ FI PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONST tUCTION TO PROCEED IN VIOLATION OF A FEDERAL, STATEF�OR LOCAL REGUL TIONS. BY: �t,TGr�V��' DA : 10/8/2021 WEST COAS CODE CONSU ANTS, INC. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE Drawing: S-18 Sheet: 57 of 114 File: P20-10570_S-18 Date: April 2021 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 Sri CV C) CV CD O L Q Q y-+ ^_0 In 0') r M CD rl- CSC O _ � L N E E m N LJ- CD LL N L CN U � 0 O U) 0 Y U 0 -075; Am1 1 11 O LO C) C) f o r— X LO 0 64 N 0 0 m O ~ E o Lu U-) O C) U I a) X m Q m U m Cn 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 LJIVI STEEL HANGER ELEVATION (A) SCALE: 1" = 1'-0" TYP Revision 04-2021 GRM RAD Date By App'd EXTEND BEAM SHEAR TAB TO BOT FLG AND CONT WELD ON FLG., NS,FS � 14" x 14" x 3/4" TOP PLATE, 3/4" 0 X 4" STUDS @ 8" EW FINISH PER AISC ALL AROUND CONC POCKET 5/16 4" x 12" x 5/8" STIFFENER, NS,FS CENTER UNDER BEAM SHEAR TABS Al Ir1T G - 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 Seattle, Washington 98101 206.505.3400 Drawn: S. Olsoe One Inch at Full Scale bhC206.505.3406 (fax) C O N S U LTA N T S www.bhcconsultants.com If Not One Inch Checked: R. Dorn, P.E. Scale Accordingly NS.FS AME E CO Green •Clean •Sustainable 4 @ I LVVI\ I I\l1IVIIIVV rLI\ CLAN DETAIL SCALE: 1 1/2" = 1'-0" TYP PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ❑ BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ❑ ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: a. -�� DATE: 10/8/2021 WEST COAS CODE CONSULTANTS, INC. EDMONDS WWTP CARBON RECOVERY RESUB Oct 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SOLIDS PROCESSING BUILDING SECTION AND DETAILS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE OF WASgj� a2 Drawing: S-19 Sheet: 58 of 114 File: P20-10570_S-19 Date: April 2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED FIRE PROTECTION ABBREVIATIONS a� 0 0 Q U E Q LO N Ln O Ln O N O N O O Q Q O (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 Co O -0� w N N X o N E O M 00 C 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 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 CFO/STE\ kS/0NAL ENG EDMONDS WWTP CARBON RECOVERY Drawing: CITY OFEo�oNP DEPARTMENT 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_ CD N O 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 Ln N C) 0_ O I iv 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 -0Ln Co O -0 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, Ciumuimm 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 FSS/0NAL ENG Drawing --CITY OF ED<JIO 9 DEPARTMENT Sheet: 97 of 114 File: P20-10570_F-1 Date: April2021 CONSTRUCTION NOTES a_ ry 0 a� L T U 0 O U 0 (B 0 a) Q Q C/)I a 0 U7 c co a_ L LL X W I O 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 rl- Lr) CD L6 N X Cz o n Uaa)i L E Q Q ^^O LL Ln O I Ln O Orl- Lr) O N � O N O N co X O 0- 0 Q � U7 0 � czCU -0 _O - W LL 0- N 0 LL W I O O Ln Ln O o o aj 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 CDf U)r'_ Ln Co 0 -0 W N N X O N E O 0 0� LL m L X 0 Z 3 X 2 X 1 MCC / PLC PLC / GYM CHEMICAL FEED -------------- 111 SOLIDS PROCESSING BUILDING FIRE PROTECTION SHOP FLOOR PLAN SCALE: 3/16" = 1'-0" F-2 POLYMER FEED SOLII DISPO; ROO MAINTENANCE / �N OFFICE t U — — — — — 0 4 8 12 Scale. 3116" = 1'-0" <3> CHEMICAL i STOFt�'GE 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. Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE OF WAsy1111 Ln �P G j C2 4 5 1 4 4 0 �� FO/STF?, �`� �SSIONAL ENG\ R. B Scale: Designed: B. Johnson EDMONDS WWTP CARBON RECOVERY Drawing:CITvOFEo oN b h ca.111111111"�I SOLIDS PROCESSING BUILDING DEPARTMENT CONSULTANTS Drawn: B. Boone Sheet: 98 Of 114 One Inch At Full Scale AMERESCO BHC Consultants, LLC 206.505.3400 ENGINEERS P(i)H P FLOOR File: P20-10570 F-2 - ISSUED FOR PERMIT 04-2021 BAJ BPR 1601 Fifth Avenue, Suite 500 206.505.3406 (fax) If Not One Inch Green* Clean • S u Sta i na b l e FIRE PROTECTION PLAN No. Revision Date By Appd Seattle, Washington 98101 www.bhcconsultants.com Seattle // Spokane // Baltimore Checked: B. Roush Scale Accordingly Date: April 2021 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 O o O1 >_ o 0_ N X ~ m of -LO Co O -0� W `" 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 QR�`�B Drawing:cITY OF EDVOMA DEPARTMENT Sheet: 99 Of 114 File: P20-10570 F-3 Date: April2021 (1) 0 0 0 Q U E m 00 N 0 N 0 N 0 a iv a 0 W 0 0 o N a- Q) 0 U mo a� Cn E N o cn 2E 0 c� a� E m a_ m ~I 0 r` Ln 0 0 N X E I 0 Ln 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 n 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 TICTIME 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 KIRK KEY INTERLOCK HOA RO = RUN/OFF XP EXPLOSION PROOF GFCI GROUND FAULT CIRCUIT INTERRUPTER LS LT LEVEL SWITC LEVEL TRANSMITTER H 44 806 °t �G ti 1� S T �� POT = POTENTIOMETER � � SSIONAL � LTG LIGHTING BHC Consultants, LLC Designed:scale: N. Palmatier, P.E. EDMONDS WWTP CARBON RECOVERY Drawint. 02 *2� DEVELOPMENT SERVICES Sheet: TM&T 114 U� 1601 Fifth Avenue, bhc Seattle, Washington 206.505.3406 (fax) Suite 500 98101AMERESCO NTS 0 ELECTRICAL SYMBOLS AND ABBREVIATIONS Drawn: S. Olsoe206.505.3400 One Inch at Full Scale I I File: P20-10570_E-1 Date: Aril 2021 ISSUED FOR PERMIT 04-2021 GRM RAD 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 Ln 0 N 0 N 0 Q iv a 0 N W oI r` o ry o ai iv m0 a� Cn E N 0 cn 73 0 c� L E m n m ~I 0 r` Ln 0 0 N X E 0 I Ln 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 ESCO 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� SS1ONAL PCs 7.2021 Drawi4pp 02 *21 DEVELOPMENT SERVICES Sheet: MRTM&T 114 File: P20-10570_E-2 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry 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' O O N X C (0 U U) 0- 0 n o' Ln 0 0 N X Q 0 U) n LL 0- 0 I O Ln 0 0 N X O 0 0 L to Q L 0 �m O U of E � cr3 C) 0 0 o Ln N X o — ' U 7 C5 0 N Q O CD a- Q Q CD ai 0 0 ca , � o o N X w U) O' U m Ln w o a 0 0 N � i 0 E o ca 0 0 N ii X N 0 U) C/) 0 of Ln O U O X 0 0 W X U w 0 oI Ln I CD 0 0 LO o X o0- N O cn 1-- -0 X O w E O' w O 0 U m X0 Q m � E c� c� c U 0 C i••-L �D 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 o --� 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- 7-202# Drawi4pp 02 *21 DEVELOPMENT SERVICES Sheet: lffZTM&T 114 File: P20-10570_E-3 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED ry 0 O U 0 0 L O U 0 0 73 U � E o 0- CD 00 p U)I LD CD o U) o L Q L Q IL x W -0 o I CN � O � p uJ X I o — Ln 0 p •— E 0 N � E m ca 0- a o LL 0 c � c�a ca 0 U — n m � ~I 3: o Ln 0 CD r` Ln o o N X o E C - N s= � O E �I w o O 0 UCn i 0 X Q 0 E c� c� c U 0 c/ No. 0 z 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 0\ 0 0 REMOVE EX CF-642 1 A( P« XL-1V VE EX CF-641 bh(AWBHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Revision Date By App'd PRESERVE AND PROTECT r, III / —I-------- / � III ---------- _ O CHEMICAL ' FEED EXISTING MCC ROOM LOOKING NORTH (TOWARD CLASSIFIERS) PHOTO NTS _ NOTES: 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. POLYMER �I1 FEED --------------------------- SHOP ---,1 II REMOVE EX CF-662 ----------- 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 II ASH 11 DEWATERING O 111 MAINTENANCE / OFFICE I II II II II II II II O_ II II II IREMOVE IMOTORIZED I ILOUVER ' II II II STORAGE I I F" II II II I I AMERESCO Green •Clean •Sustainable 4 6 CONSTRUCTION NOTES: 1O REMOVE EQUIPMENT CONTROL PANE, REMOVE ELECTRICAL WIRING BACK TO SOURCE, AND REMOVE a CONDUIT IN IT'S ENTIRETY. OSEQUENCE DEMOLITION AND REMOVAL OF ELECTRICAL POWER WITH MECHANICAL DEMOLITION. OREMOVE ELECTRICAL GEAR AND ASSOCIATED 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� �G 1 S �ss1oNAL ��'� I-7-2ozi Drawin�.ep 02 2g24 DEVELOPMENT SERVICES Sheet: MTM&T 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 oD I�- o cn 0 N oN X O L Q LL a Q i co U) - U O d W CIL of 01 0 0 C\I a X ai — E QCo CIL 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 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 DrkAr' 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 RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Revision Date By 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 AMERESCO4:Green • Clean •Sustainable 0 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 �sIONAL �O -7-2oZr Drawint .ep 02 2g26 DEVELOPMENT SERVICES Sheet: 1#*TM&T 114 File: P20-10570_E-5 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED iE U O 0 cD iv Q UI LD 0 U) LL x w OI 0 0 N x 0 m E m a_ U) O U a� U) 0- 0 n of Ln 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 Or1_ 66 In 0 0 N o N CDx CD U) O 0 s? U Q O � m 0 01 In O w 1 00 � N In x o — U 7 0 0 � s? 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 s� Ln I O on N L U)LL -0 x 0 w E OI -0 r-- w U-) 0 0 0 m x 0 Q ai 0E U o �'L-L ~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 SIG-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 - — — — — — — it 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 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 ESCO4: 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 �o x A� 44806 O� FG1 S T'0_ �ssloNAi✓ �� I-7-2ozi Drawin�.ep 02 2&4 DEVELOPMENT SERVICES Sheet: TM&T 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� o O UNo E X m N L CD �I 06 O o� cal o CD N , 0 N o X Q � a� n L Q O �m wl oCD LO o `n 0 0 0 N N X E I N m U 0 x of r, Ln -o U O X c O m x U w of CD I CD 0LO 0 o X o0- N O U - x O w E OI -� w 0 O U 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 RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By 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 '. a G 1 O HH WPIU — — — — — — — — — — — — — — ------------------ —_�.. a J. -ABW(J KS— — — -- - -- �CONT ANEL --------------- EF ----- BIOAIR 4---- 1 '_j — — — — — — — -----------E£CGF+LTETR--- ---1 — 2 0 _— =a ODOR CONTROL WATER PANEL 3f 8 ---_ - — a 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 I-. _-1 If Not One Inch Scale Accordingly a PW A P 4 f4 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 4480, ol ONfAL Drawint ..ep 02 *2t DEVELOPMENT SERVICES Sheet: TM&T 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 iv O J 0 C0 LL x w O' 0 0 N X i N Q Q In' LD U) L LL Q O ^L LL I O 0 O N X L O J In N -O _C) O O C/) In N 0 LL Q I)- 0 n E 01 ca r` r` Ln M O Ln 6 O O N X N _ O N N Q Q o I Q O N (n (0 C a _O O � L LL W w O' o Ln Ln O O O 0 a- X E E LL 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 ai E c� LL N MR No. 0 z ISSUED FOR PERMIT I bhc 04-2021 GRM RAD CONSULTANTS Revision Date By I 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 44806 °s FGIST�g� �. �ssrOAL�� 7.2a,2r EDMONDS WWTP CARBON RECOVERY Drawint.ep 02 2&A DEVELOPMENT SERVICES SOILDS PROCESSING BUILDING Sheet: TMV 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 �I 0 co LL x W 0 I L0 0 O N X (0 0 U) U _N W O_ O A I O Ln O 0 N X L 2 m E LL E Cn U m m c I x W of Ln C I 0 0 � N O X to — L � 0 0 — Q � U � E c 00 W N L U m Cn Q O ° A N of o r` 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 C7 Cn C: . Q o -0 - 0 0l �o O O � N X U — n m � ~I 5 o r` �I o 0 r` L o o N X of V) 0 E of W Ln 0 C U � o 0 X 0 Q M c U N 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 �I 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 � 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 II UNDERGROUND SERVICE EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SOLIDS HANDLING ROOM ELECTRICAL PLAN n � m -g x 4480, STol I-7-2ozi Drawi4.ep 02 DEVELOPMENT SERVICES Sheet: MTMV 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 ii X w 10 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 u1 Q I � o w r� a o 0 o I N o cEa o IDX iT N E 0 0 0, U U L In V/ Q -0n i > I 0 O U � N o C � 0 0 N X U — n m � ~I O In o tCD I o O N X o E U - N c � 0 E �I W � w O 0 U Cn X Q m 0 E c� c� U 0 �D X I_ I— I_ I— 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 InI�I 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 /I \ II II I II I� I II II III II II III II II II II I Idl I Idl I I I \11'll I // II II I I III II II II II II II I III I II II I U'll \ 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 NEMA4XU �� 41 1�X w� r� 4 S T GjE� M �SSIONALG` I-7 2ozi BHC Consultants, LLC Designed: N. Palmatier, P.E. Scale: EDMONDS WWTP CARBON RECOVERY Drawi4.ep 02 &ib 1601 Fifth Avenue, Suite 500 1/4" = 1'-01, Sheet DEVELOPMENTSTVICES14 Seattle, Washington 98101 SOIL PROCESSING BUILDING 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 iv UI LD 0 U) LL X W 0 I r` 0 0 N X m 'Ln v iv 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 L M N N N U U) 0- N 0 O W CN I o o r-- a o Q .o iv N X of 0 WI o LO � s? o n" 0 0l N � W Ln o m 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 n m � ~I O Ln to o r` L o O N X O E U � W 0 E of -0 r-- W o 0 0 0 X Q ai 0 E c� c� c U 0 c� X ISSUED FOR PERMIT No. 0 z Revision ( 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 III 0 OXP2 0 O2 XP2 XP GFCIJO XP2 . a d'• e a ^ 0 MCI o b XP2 f 0 a• L-j XP2 f 0 XP d 4: A a UXP I GFCI bO HVAC DUCT IN THIS AREA, XP2 SEE HVAC DRAWINGS rI b o XP2 XP GFCI i d x 0 s . XP XP FF-- I BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 bh(Air Seattle, Washington 98101 206.505.3400 04-2021 GRM RAD 206.505.3406 (fax) CONSULTANTS www.bhcconsultants.com Date By App'd *a*b1 4 4 XP XP a 0 i XP2 Xf �a O QC xA f�- Designed: N. Palmatier, P.E. Drawn: S.Olsoe Checked: G. Mockos, P.E. F — — — — — — — — — — — — — — — I I I I I I ------------------ i Scale 1/4" = 1'-0" One Inch at Full Scale If Not One Inch Scale Accordingly 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 AMERESCO Green •Clean •Sustainable EDMONDS WWTP CARBON RECOVERY SOLIDS PROCESSING BUILDING SOLIDS HANDLING ROOM LIGHTS AND RECEPTACLE PLAN Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE P W H 0� 44806 �� FG 1 S T Egg C I-�2eZ� Drawin�.ep 02 &111 DEVELOPMENT SERVICES Sheet: "I&TM&T 114 File: P20-10570_E-11 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED a IY m m U 0 U) O U O (0 /Ln v L E Q n^ LL U � m E E 0- 0- W I? O O n ' I N 0 0 r-- N Lr) 0 c 0 0 � N X Q — ai � is E 0 o o U U 7 L N C/) W � I o U-) 01 0 o � N � O X E — W E LL 0 Cn N m � ml �n L cn L.L O X > W 0 0l �o 0 0 -0 N X U — n m � ~I 0 0 l0 r` Ln o 0 N X of V) — o E I 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 FIC P CXP XP o N, i v, 4T n IJ Mom �� ■i■II■�E��II II■i■ �1 .I!!. �r _. ....................... _ , Ilu , ,II I I-i•. l i � Illlill,llllllllllllllllllllll ................. ��• : c� — II ■ ID II �® ■ �� ] ■,�t.:i) ��►: I _ � �' I, I II ��I��-•_ I,�f / I II �' I II II I II I I II -.,illl� II I I , � I I I III;IIlIIIIIIIIIIIIIIIIIIIII I 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�: �:, � i . �, -III ijl; '' - [ • • IUIIIIIIII��i I I �_ iIIIII', III IIIIIIIIIIIIIIIIIIIIIIIIIIII,., Illlllllllllllllllllllllllf—, ............. Ira - —�il��ll�i —IIIIL�p , �i IIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIP I I I � � • -- I' Ile` III,[•-�' IIOC'. nnr� I1 �I - � I� ai IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIII! I i I I � I - -- � I. I............IIII'° IIIIIIIIIIIIIIIIIuTiTilll L�JJ �-� ■ - IIIIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllllllllllllllli I L' [' IIIIIIIIIIIIIIIIIIIIIIIIIIII IW I A .a d -- is;■uiiilllllllll IIIIIII�■� IIIIIII"III"IIIII"IIIII'1 1��■1!�■ I IIIIIIIIIIIIIIIIIIIIIIIIII I nnnnnnnnnnnnli 1� WPIU I GFCI BHC 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 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 AMERESC4 Green •Clean • Sustain able @ 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 �SSIOIVAL�'� I-7-2ozi Drawi4.ep 02 &112 DEVELOPMENT SERVICES Sheet: "PiRTM&T 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 r` 0 N O N 0 Q iv m 0 M W 0 I r` O — o ry N N Cn > c� 0 E L of Ca U Ln a_ 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 0 X Q m E ca M c U 0 Cn E 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, C: 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 I App'd OPEN SIDE A-B TIEBL-9 > 3200AF / 3000AT TO MAPLEWOOD w Q a J U Y CD 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 bh(AWBHC 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 ESCO 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 ST�� 1� �sslolvaL C5 7-2oZ� I EDMONDS WWTP CARBON RECOVERY Drawi4ep 02 &J13 �s DEVELOPMENT SERVICES POWER DISTRIBUTION Sheet: P�2TM&T 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 CD N 0 r` 0 N O N O Q 0 W 0 I r` o o ry N N ai U ca 0 C E 0 N 0 Cn 73 L 0 c� E L n 0 I r` Ln CD 0 N X L .0 E m ~I CD Ln 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 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. 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 ESCO 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� �GIST0'- 1� 'SSIONAL�'� ,7-20.21 EDMONDS WWTP CARBON RECOVERY Drawi4pp 02 &J14 s DEVELOPMENT SERVICES ELECTRICAL Sheet: oMP9$2TM&T 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 CV 0 CV 0 L Q a; co 0 w O LO 0 ry o W a_ 10 aD F U �O s= _ Cn E CV 0 U73 0 > c� 0 - m E LL .� C L 0 I 0 r` U Ln a- CD x O L Ln O Er i m �m 0 ~ E OI w 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 bh c� 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 AMEESCO4;Green •Clean •Sustainable 0 EDMONDS WWTP CARBON RECOVERY SCHEDULES AND LOAD CALCULATIONS Call 48 Hours Before You Dig 1-800-424-5555 UNDERGROUND SERVICE ff I'd 44806 GI S T IE 1� �SSIWAL OZ ,7.2011 1 Drawin�.ep 02 &J15 DEVELOPMENT SERVICES Sheet: P'tTMW 114 File: P20-10570_E-15 Date: April2021 COPYRIGHT © 2021 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED