EMERGENCY ON-CALL SERVICES DIGESTER HEATING...digester heating. central wastewater treatment plant...
18
BAR LENGTH ON ORIGINAL DRAWING EQUALS ONE INCH. ADJUST SCALE ACCORDINGLY. ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY DESIGNED BY CHECKED BY PROJECT DATE DRAWN BY DRAWN BY DIGESTER HEATING CENTRAL WASTEWATER TREATMENT PLANT WACO METROPOLITAN AREA REGIONAL SEWERAGE SYSTEM EMERGENCY ON-CALL SERVICES Texas P.E. Firm Registration No. F-754 SHEET DECEMBER 2018 CONTRACT DRAWINGS FOR: • • • • • • WACO METROPOLITAN AREA REGIONAL SEWERAGE SYSTEM P.O. BOX 2570 WACO, TEXAS 76702 EMERGENCY ON-CALL SERVICES WACO METROPOLITAN AREA REGIONAL SEWERAGE SYSTEM OWNER: 00G001 DIGESTER HEATING C:\pwworking\central01\d0715146\00G001.dwg, 12/13/2018 8:49:27 AM, MWAUER RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project 1 of 18
EMERGENCY ON-CALL SERVICES DIGESTER HEATING...digester heating. central wastewater treatment plant waco metropolitan area regional sewerage system. 1 a b c 2 3 4 5 6 7 8 d. issue date
INDEX OF DRAWINGS: No. SHEET DESCRIPTION SHEET DESCRIPTION DESCRIPTION SERIES 00 - GENERAL 1. 00G001 COVER/TITLE SHEET AND INDEX OF DRAWINGS 00G001 COVER/TITLE SHEET AND INDEX OF DRAWINGS COVER/TITLE SHEET AND INDEX OF DRAWINGS 2. 00G002 PROJECT CONSTRUCTION AND PROTECTION NOTES 00G002 PROJECT CONSTRUCTION AND PROTECTION NOTES PROJECT CONSTRUCTION AND PROTECTION NOTES SERIES 09 - DIGESTER PUMP STATION 3. 09X101 DEMOLITION - HEAT EXCHANGER DEMOLITION PLAN 09X101 DEMOLITION - HEAT EXCHANGER DEMOLITION PLAN DEMOLITION - HEAT EXCHANGER DEMOLITION PLAN 4. 09D101 PROCESS - HEAT EXCHANGER PIPING PLAN 09D101 PROCESS - HEAT EXCHANGER PIPING PLAN PROCESS - HEAT EXCHANGER PIPING PLAN 5. 09D301 PROCESS - HEAT EXCHANGER PIPING SECTIONS 09D301 PROCESS - HEAT EXCHANGER PIPING SECTIONS PROCESS - HEAT EXCHANGER PIPING SECTIONS 6. 09D302 PROCESS - HEAT EXCHANGER PIPING SECTIONS 09D302 PROCESS - HEAT EXCHANGER PIPING SECTIONS PROCESS - HEAT EXCHANGER PIPING SECTIONS 7. 09D501 PROCESS - STANDARD DETAILS 09D501 PROCESS - STANDARD DETAILS PROCESS - STANDARD DETAILS 8. 09E001 ELECTRICAL - LEGEND AND SYMBOLOGY 09E001 ELECTRICAL - LEGEND AND SYMBOLOGY ELECTRICAL - LEGEND AND SYMBOLOGY 9. 09E101 ELECTRICAL - ELECTRICAL FLOOR PLAN 09E101 ELECTRICAL - ELECTRICAL FLOOR PLAN ELECTRICAL - ELECTRICAL FLOOR PLAN 10. 09E102 ELECTRICAL - REFERENCE PHOTOS AND CONTROL SCHEMATIC 09E102 ELECTRICAL - REFERENCE PHOTOS AND CONTROL SCHEMATIC ELECTRICAL - REFERENCE PHOTOS AND CONTROL SCHEMATIC 11. 09I100 INSTRUMENTATION - LEGEND AND SYMBOLOGY 09I100 INSTRUMENTATION - LEGEND AND SYMBOLOGY INSTRUMENTATION - LEGEND AND SYMBOLOGY 12. 09I101 INSTRUMENTATION - P&ID 09I101 INSTRUMENTATION - P&ID INSTRUMENTATION - P&ID 13. 09I102 INSTRUMENTATION - ONE-LINE DIAGRAMS AND TERMINAL PANEL LAYOUT 09I102 INSTRUMENTATION - ONE-LINE DIAGRAMS AND TERMINAL PANEL LAYOUT INSTRUMENTATION - ONE-LINE DIAGRAMS AND TERMINAL PANEL LAYOUT ONE-LINE DIAGRAMS AND TERMINAL PANEL LAYOUT 14. 09I103 INSTRUMENTATION - CONTROL PANEL LAYOUT 09I103 INSTRUMENTATION - CONTROL PANEL LAYOUT INSTRUMENTATION - CONTROL PANEL LAYOUT 15. 09I104 INSTRUMENTATION - INSTALLATION DETAILS 09I104 INSTRUMENTATION - INSTALLATION DETAILS INSTRUMENTATION - INSTALLATION DETAILS 16. 09I105 INSTRUMENTATION - PLC PANEL PICTURES - SHEET 1 09I105 INSTRUMENTATION - PLC PANEL PICTURES - SHEET 1 INSTRUMENTATION - PLC PANEL PICTURES - SHEET 1 17. 09I106 INSTRUMENTATION - PLC PANEL PICTURES - SHEET 209I106 INSTRUMENTATION - PLC PANEL PICTURES - SHEET 2INSTRUMENTATION - PLC PANEL PICTURES - SHEET 2
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
GENERAL
PROJECT CONSTRUCTION
AND PROTECTION NOTES
00G002
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PROTECTION OF EXISTING FACILITIES NOTES: : 1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF, AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF, ALL EXISTING FACILITIES (UTILITIES, PIPING, EQUIPMENT, STRUCTURES, FENCING, BARRIERS, PAVEMENT, SIDEWALKS, SIGNAGE, ETC.) WHICH PERTAIN TO AND/OR AFFECT CONSTRUCTION OF THIS PROJECT. 2. VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN! THE ALL UTILITIES MAY NOT BE SHOWN! THE ! THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY SERVICE PROVIDERS AT LEAST 48 HOURS PRIOR TO TRENCHING OR EXCAVATION, AND REQUEST FIELD LOCATION OF UTILITIES. ONE-CALL LOCATOR SERVICES MAY NOT COVER ALL UTILITIES IN THIS ONE-CALL LOCATOR SERVICES MAY NOT COVER ALL UTILITIES IN THIS AREA! ! 3. ANY EXISTING FACILITIES THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. 4. RESTORE ALL DRIVEWAYS, CULVERTS, HEADWALLS, LANDSCAPING, AND OTHER IMPROVEMENTS (REGARDLESS OF WHETHER THEY WERE CONSTRUCTED OR INSTALLED BY PUBLIC AGENCIES, UTILITIES, OR INDIVIDUALS) THAT ARE DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL CONDITIONS. 5. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED AND RESTORED TO ORIGINAL CONDITIONS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
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TEXAS COMMISSION ON ENVIRONMENTAL QUALITY GENERAL CONSTRUCTION NOTES: : 1. ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS PROJECT WILL BE PROVIDED WITH COMPLETE COPIES OF THE T.C.E.Q. LETTER INDICATING THE SPECIFIC CONDITIONS OF ITS APPROVAL. DURING THE COURSE OF THESE REGULATED ACTIVITIES, THE CONTRACTOR(S) WILL KEEP COPIES OF THE APPROVED PLAN AND APPROVAL LETTER ON-SITE. 2. NO TEMPORARY ABOVEGROUND HYDROCARBON AND HAZARDOUS SUBSTANCE STORAGE TANK SYSTEM MAY BE INSTALLED WITHIN 150 FEET OF A DOMESTIC, INDUSTRIAL, IRRIGATION, OR PUBLIC WATER SUPPLY WELL. 3. PRIOR TO COMMENCING CONSTRUCTION, ALL TEMPORARY EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES MUST BE PROPERLY SELECTED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND GOOD ENGINEERING PRACTICES. IF INSPECTIONS INDICATE A CONTROL HAS BEEN USED INAPPROPRIATELY, OR INCORRECTLY, THE APPLICANT MUST REPLACE OR MODIFY THE CONTROL FOR SITE SITUATIONS. THE CONTROLS MUST REMAIN IN PLACE UNTIL DISTURBED AREAS ARE REVEGETATED AND THE AREAS HAVE BECOME PERMANENTLY STABILIZED. 4. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS TO WATER QUALITY (E.G., FUGITIVE SEDIMENT IN STREET BEING WASHED INTO SURFACE STREAMS OR SENSITIVE FEATURES BY THE NEXT RAIN). 5. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS OR SEDIMENTATION PONDS NOT LATER THAN WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. A PERMANENT STAKE MUST BE PROVIDED THAT CAN INDICATE WHEN THE SEDIMENT OCCUPIES 50% OF THE BASIN VOLUME. 6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORMWATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORMWATER DISCHARGES (E.G., SCREENING OUTFALLS, PICKED UP DAILY). 7. ALL SPOILS (EXCAVATED MATERIAL) GENERATED FROM THE PROJECT SITE AND STORED ON-SITE MUST HAVE PROPER E&S CONTROLS INSTALLED. 8. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, AND CONSTRUCTION ACTIVITIES WILL NOT RESUME WITHIN 21 DAYS. WHEN THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY IS PRECLUDED BY WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE. 9. THE FOLLOWING RECORDS SHOULD BE MAINTAINED AND MADE AVAILABLE TO THE T.C.E.Q. UPON REQUEST: THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE; AND THE DATES WHEN STABILIZATION MEASURES ARE INITIATED. 10. THESE GENERAL CONSTRUCTION NOTES MUST BE PROVIDED TO ALL SUBCONTRACTORS.
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GENERAL NOTES: : 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT CITY OF WACO ORDINANCES, AND THE TEXAS COMMISSION ON ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT CITY OF WACO ORDINANCES, AND THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY REGULATIONS. 2. ANY EXISTING UTILITIES, PAVEMENT, FENCING, CURBS, SIDEWALKS, STRUCTURES, TREES, ETC., THAT ARE DAMAGED OR REMOVED SHALL ANY EXISTING UTILITIES, PAVEMENT, FENCING, CURBS, SIDEWALKS, STRUCTURES, TREES, ETC., THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. (SEE RESTORATION NOTE BELOW) 3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES, PIPING, PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES, PIPING, EQUIPMENT, AND STRUCTURES WHICH PERTAIN TO AND/OR AFFECT CONSTRUCTION OF THIS PROJECT. ALL UTILITIES MAY NOT BE SHOWN. ANY DISCREPANCIES WITH THE CONSTRUCTION PLANS AND ACTUAL CONDITIONS FOUND IN THE FIELD SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. DIMENSIONS ARE RELATIVE TO ASSUMED ELEVATIONS. 4. THE CONTRACTOR SHALL CONFINE ALL WORK TO WITHIN THE CITY OF WACO PROPERTY. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR THE CONTRACTOR SHALL CONFINE ALL WORK TO WITHIN THE CITY OF WACO PROPERTY. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TRASH AND DEBRIS WITHIN THE PROJECT PROPERTY. CLEANUP SHALL BE TO THE SATISFACTION OF THE OWNER. 5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER PERMITS FROM THE APPROPRIATE PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER PERMITS FROM THE APPROPRIATE AUTHORITIES. 6. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL CONSTRUCTION THAT DEVIATES FROM THE PLANS. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL CONSTRUCTION THAT DEVIATES FROM THE PLANS. 7. CONTRACTOR AND MANUFACTURERS ARE RESPONSIBLE FOR MEASURING EXISTING STRUCTURES PRIOR TO SUBMITTING ON; OR CONTRACTOR AND MANUFACTURERS ARE RESPONSIBLE FOR MEASURING EXISTING STRUCTURES PRIOR TO SUBMITTING ON; OR FABRICATING PROPOSED EQUIPMENT FOR INSTALLATION TO ASSURE THEMSELVES THAT AS-BUILT CONDITIONS HAVE BEEN ACCOMMODATED. NO SEPARATE PAY.
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SPECIAL NOTES: 1. THE CONTRACTOR SHALL BE AWARE THAT EXISTING UTILITY LINES ARE CURRENTLY LIVE AND IN SERVICE, THERE MAY BE TIMES WHEN THE CONTRACTOR SHALL BE AWARE THAT EXISTING UTILITY LINES ARE CURRENTLY LIVE AND IN SERVICE, THERE MAY BE TIMES WHEN HE CONTRACTOR SHALL BE AWARE THAT EXISTING UTILITY LINES ARE CURRENTLY LIVE AND IN SERVICE, THERE MAY BE TIMES WHEN SHUTTING DOWN SAID LINES, CONNECTING TO SAID LINES OR TERMINATING SAID LINES WILL HAVE TO OCCUR AT OFF-PEAK HOURS. SUCH HOURS ARE USUALLY OUTSIDE NORMAL WORKING HOURS AND POSSIBLY BETWEEN 12 A.M. AND 6 A.M. COORDINATE ALL SHUT DOWNS WITH THE OWNER PER SPECIFICATION REQUIREMENTS. 2. PRIOR TO ISSUANCE OF NOTICE TO PROCEED, THE CONTRACTOR SHALL PROVIDE A WRITTEN PLAN FOR REVIEW AND APPROVAL BY THE PRIOR TO ISSUANCE OF NOTICE TO PROCEED, THE CONTRACTOR SHALL PROVIDE A WRITTEN PLAN FOR REVIEW AND APPROVAL BY THE CITY OF WACO WHICH OUTLINES SCHEDULING AND SEQUENCING FOR WASTEWATER PLANT MODIFICATIONS AND CONSTRUCTION. 3. ALL CONSTRUCTION SHOULD BE COORDINATED WITH: ALL CONSTRUCTION SHOULD BE COORDINATED WITH: CLIFF NESMITH, CITY OF WACO WMARSS SUPERINTENDENT PHONE: 254-299-2450 4. ANY WORK IMPACTING FENCES MUST BE PUT BACK TO EXISTING CONDITIONS (INTRUDER RESISTANT) OUTSIDE OF NORMAL WORKING ANY WORK IMPACTING FENCES MUST BE PUT BACK TO EXISTING CONDITIONS (INTRUDER RESISTANT) OUTSIDE OF NORMAL WORKING HOURS, IF CONTRACTOR IS NOT PRESENT. 5. CONTRACTOR IS RESPONSIBLE FOR MONITORING AND DISINFECTING ANY UNAUTHORIZED DISCHARGES OF SEWAGE, INCLUDING BUT NOT CONTRACTOR IS RESPONSIBLE FOR MONITORING AND DISINFECTING ANY UNAUTHORIZED DISCHARGES OF SEWAGE, INCLUDING BUT NOT LIMITED TO, DISCHARGES THAT STAY ENTIRELY ON WMARSS PROPERTY. CONTRACTOR IS RESPONSIBLE FOR MONITORING E-COLI LEVELS ON ANY UNAUTHORIZED DISCHARGES.
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EQUIPMENT NOTE: OWNER FURNISHED EQUIPMENT LISTED IN SPECIFICATION SECTIONS 01 11 10 AND 01 61 05 TO BE INSTALLED BY THE CONTRACTOR. ALL OTHER REQUIRED PIPING, VALVES AND ANICILLARY ITEMS TO BE PROVIDED BY THE CONTRACTOR..
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J. A. MARLER
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10090300
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DECEMBER 2018
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A
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12/13/2018
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ISSUED FOR BIDS
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00G002.DWG
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NO SCALE
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W. D. WEHNER
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J. A. MARLER
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M. E. WAUER
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--
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--
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
DEMOLITION
HEAT EXCHANGER DEMOLITION PLAN
09X101
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DIGESTER 2A
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DIGESTER 1A
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DIGESTER B
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DIGESTER 3A
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24" AUX. DRAW-OFF
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24" AUX. DRAW-OFF
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24" RECIRCULATION LINE FROM CENTER COLUMN
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24" RECIRCULATION LINE FROM CENTER COLUMN
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SUMP
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24" AUX. DRAW-OFF
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24" RECIRCULATION LINE FROM CENTER COLUMN
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DIGESTED SLUDGE PUMP NO. 2
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DIGESTED SLUDGE PUMP NO. 1
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DIGESTED SLUDGE PUMP NO. 3
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6" PRESSURE RELIEF AND FLAME TRAP ASSEMBLY
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6" SEDIMENT DRIP TRAP
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SCUM BREAKER
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MIX NOZZLE
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6" SEDIMENT DRIP TRAP
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6" GAS LINE
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6" METER
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6" METER
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12" GAS LINE
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24" AUX. DRAW-OFF
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24" RECIRCULATION LINE FROM CENTER COLUMN
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RECIRC. PUMP NO. 1
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16" PLUG VALVE TO BE REMOVED AND RELOCATED
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RECIRC. PUMP NO. 2
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OVERFLOW BOX (ABOVE)
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OVERFLOW BOX (ABOVE)
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16"x16" TEE TO BE REMOVED AND RELOCATED
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16"x16" CROSS
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16" PLUG VALVE, TYP.
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24"x16" REDUCER, TYP.
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24" SLUDGE LINE, TYP.
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16"x16" CROSS
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16" PLUG VALVE, TYP.
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24"x16" REDUCER, TYP.
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24" SLUDGE LINE, TYP.
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CLOSED-LOOP RECIRCULATION PUMP
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CONC. COLUMN, TYP. OF FOUR
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6" HOT WATER RETURN
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6" HOT WATER SUPPLY
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16" PLUG VALVE, TYP.
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REMOVE 16" HEAT EXCHANGER
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REMOVE 16" HEAT EXCHANGER
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REMOVE 6" H.W. LINE AND INSULATION, TYP.
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REMOVE 16" HEAT EXCHANGER
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REMOVE 16" HEAT EXCHANGER
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REMOVE 16" SPOOL PIPE
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REMOVE 16" SPOOL PIPE
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SCUM BREAKER
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MIX NOZZLE
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SCUM BREAKER
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MIX NOZZLE
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SCUM BREAKER
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MIX NOZZLE
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REMOVE 6" H.W. LINE AND INSULATION, TYP.
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16" 90° BENDTO BE REMOVED AND RELOCATED
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16"x16" TEE TO BE REMOVED AND RELOCATED
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REMOVE 6" H.W. LINES TO CONNECTION AS WALL, TYP.
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CUT AND REMOVE PORTION OF 16" PIPE
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16" PLUG VALVE, TYP.
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16" PLUG VALVE, TYP.
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CUT AND REMOVE PORTION OF 16" PIPE
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TRUE NORTH
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PROJECT NORTH
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J. A. MARLER
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10090300
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DECEMBER 2018
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A
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12/13/2018
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ISSUED FOR BIDS
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09X101.dwg
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1/4" = 1'-0"
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W. D. WEHNER
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J. A. MARLER
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M. E. WAUER
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--
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J. E. KOCH
DIGESTER 2ADIGESTER 1A
DIGESTER B
DIGESTER 3A
24" AUX.
DRAW-OFF
24" AUX.
DRAW-OFF
24" RECIRCULATION
LINE FROM
CENTER COLUMN
24" RECIRCULATION
LINE FROM
CENTER COLUMN
SUMP
16"x6" TEE
6" PUMP
DISCHARGE
6" R.W. GATE
VALVE, TYP.
16"x6" TEE
6" HOT WATER (H.W.)
WITH INSULATION
24" AUX.
DRAW-OFF
24" RECIRCULATION
LINE FROM
CENTER COLUMN
DIGESTED SLUDGE
PUMP NO. 2
DIGESTED SLUDGE
PUMP NO. 1
DIGESTED SLUDGE
PUMP NO. 3
6" PRESSURE
RELIEF AND FLAME
TRAP ASSEMBLY
6" SEDIMENT
DRIP TRAP
6" SEDIMENT
DRIP TRAP
6" GAS LINE
6" METER 6" METER
12" GAS LINE
16"x6" TEE
16"x6" TEE
PUMP DISCH.6" H.W. INLET
6" SLUDGE
DISCHARGE
24" AUX.
DRAW-OFF
24" RECIRCULATION
LINE FROM
CENTER COLUMN
RELOCATED
16" PLUG VALVE
RECIRC.
PUMP NO. 1
OVERFLOW
BOX (ABOVE)
OVERFLOW
BOX (ABOVE)
16" SLUDGE
SUCTION LINE
RELOCATED
16"x16" TEE,
VERT. BRANCH
16"x16" CROSS
16" PLUG VALVE, TYP.
24"x16" REDUCER, TYP.
24" SLUDGE LINE, TYP.
CLOSED-LOOP
RECIRCULATION
PUMP
CONC. COLUMN,
TYP. OF FOUR
6" HOT WATER RETURN
6" HOT WATER SUPPLY
SCUM
BREAKER
MIX
NOZZLE
16"x16" CROSS
16" PLUG VALVE, TYP.
24"x16" REDUCER, TYP.
24" SLUDGE LINE, TYP.
SCUM
BREAKER
MIX
NOZZLE
SCUM
BREAKER
MIX
NOZZLE
SCUM
BREAKER
MIX
NOZZLE
16" PLUG
VALVE, TYP.
16" SPOOL PIPE WITH 1 1/2"
MANUAL AIR RELEASE VALVE
16" SWING CHECK VALVE
5'-0"
FIELD VERIFY
3'-1
0"
FIE
LD
VE
RIF
Y
ACCESS HATCH (ABOVE)
RELOCATED
16" 90° BEND
6" CHECK
VALVE
6" CHECK
VALVE
6" R.W. GATE
VALVE, TYP.
RELOCATED
16"x16" TEE,
VERT. BRANCH
16" 90° BEND
DIG-HEX-02
DIG-GDR-02
DIG-P-04
DIG-P-02
6" SLUDGE INLET
6" H.W. DISCHARGE
6" H.W. INLET
6" SLUDGE
DISCHARGE
DIG-P-03
DIG-HEX-016" H.W. DISCHARGE
DIG-GDR-01
DIG-FE-01
4
3
1
2
6" SLUDGE INLET
2
16"-TPS
C
09D302
B
09D301
A
09D301
B
09D301
A
09D301
C
09D302
DIG-FE-01
16" SLUDGE LINE
16"-TPS
16" SLUDGE
DISCHARGE LINE
4" THICKENED
W.A.S. LINE, NOT
IN THIS CONTRACT
4"-TWAS
DIG-P-01
RELOCATED
16" PLUG VALVE
RECIRC.
PUMP NO. 2
CONNECT TO 6" FITTING,
FIELD VERIFY, RESTRAINED
16"x16" TEE
16"x16" TEE
6"x4" RED. 90° BEND,
VERIFY SIZE WITH
PUMP MFR., TYP.
16" DISMANTLING
JOINT, RESTRAINED
16" 90° BEND
16" PLUG
VALVE, TYP.
16" DISMANTLING
JOINT, RESTRAINED
16" PLUG
VALVE, TYP.
16"-TPS
6"-DCL
6"-DCL
6" CLOSED-LOOP
RECIRCULATION
SUPPLY LINE
6" CLOSED-LOOP
RECIRCULATION
RETURN LINE
TRUE NORTH PROJECT NORTH
SPECIFIC NOTES:
FOOTPRINT DIMENSIONS OF BOOSTER PUMPS
ARE APPROXIMATELY 5'-7" x 3'-2",
VERIFY WITH EQUIPMENT MANUFACTURER.
FOOTPRINT DIMENSIONS OF HEAT EXCHANGERS
ARE APPROXIMATELY 4'-1" x 3'-3",
VERIFY WITH EQUIPMENT MANUFACTURER.
DIMENSIONS OF ACCESS HATCH OPENING ARE
APPROXIMATELY 5'-0" x 3'-10", FIELD VERIFY.
ALL HOT WATER SUPPLY AND RETURN PIPING TO BE
INSTALLED SHALL BE PROVIDED WITH INSULATION
PER THE SPECIFICAT1ONS.
4
3
2
1
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
PROCESS
HEAT EXCHANGER PIPING PLAN
09D101
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RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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AutoCAD SHX Text
J. A. MARLER
AutoCAD SHX Text
10090300
AutoCAD SHX Text
DECEMBER 2018
AutoCAD SHX Text
A
AutoCAD SHX Text
12/13/2018
AutoCAD SHX Text
ISSUED FOR BIDS
AutoCAD SHX Text
09D101.dwg
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
W. D. WEHNER
AutoCAD SHX Text
J. A. MARLER
AutoCAD SHX Text
M. E. WAUER
AutoCAD SHX Text
--
AutoCAD SHX Text
J. E. KOCH
CONC. ROOF
16"x6" TEE
16" SLUDGE LINE
2'-4"
CONC. PIER, TYP.
DIGESTER 1A
(BEYOND)
DIGESTER 3A
(BEYOND)
CONC. COLUMN, TYP.
SLOPE
NOTE:
SECTION SHOWN IS FOR SLUDGE BOOSTER
PUMP DIG-P-03. PIPING FOR SLUDGE BOOSTER
PUMP DIG-P-04 IS SIMILAR.
6"-DCL 6"-DCL
6" CLOSED-LOOP
RECIRCULATION
SUPPLY LINE
6" CLOSED-LOOP
RECIRCULATION
RETURN LINE
DISMANTLING JOINT,
RESTRAINED, VERIFY
SIZE WITH PUMP MFR.
TOP OF CONC.
H.P. EL. 388.21'
FIELD VERIFY
TOP OF CONC.
EL. 375.00'
FIELD VERIFY
℄ EL. 377.33'
FIELD VERIFY,
MATCH EXIST.
℄ EL. 379.75'
FIELD VERIFY
BOOSTER PUMP
PIPING SECTION
SCALE: 1/4" = 1'-0"
A
09D101
℄ EL. 384.67'
FIELD VERIFY,
MATCH EXIST.
TOP OF CONC.
L.P. EL. 387.00'
FIELD VERIFY
2'-5"
6" PUMP DISCHARGE
RELOCATED
16"x16" TEE
16" 90° BEND
DIG-P-03 DIG-GR-01
6"x4" REDUCER, VERIFY
SIZE WITH PUMP MFR.
6" R.W. GATE VALVE
6" SPOOL PIPE
16" PLUG
VALVE, TYP.
6"x4" RED. 90°
BEND, VERIFY SIZE
WITH PUMP MFR.
16" FLANGE,
WELD TO PIPE
16" DISMANTLING
JOINT, RESTRAINED
16" SLUDGE LINE
CONC. EQUIP.
PAD, TYP.
7'-6" M
IN
.
9'-8"
FIE
LD
V
ER
IF
Y
BASE FITTING WITH
CONC. SUPPORT
TYP. SEE DETAIL
2
01D506
HEAT EXCHANGER
PIPING SECTION
SCALE: 1/4" = 1'-0"
B
09D101
CONC. ROOF
16" SLUDGE LINE
2'-4"
CONC. PIER, TYP.
SLOPE
NOTE:
SECTION SHOWN IS FOR SLUDGE HEAT
EXCHANGER DIG-HEX-01. PIPING FOR SLUDGE
HEAT EXCHANGER DIG-HEX-02 IS SIMILAR.
TOP OF CONC.
H.P. EL. 388.21'
FIELD VERIFY
℄ EL. 377.33'
FIELD VERIFY,
MATCH EXIST.
TOP OF CONC.
L.P. EL. 387.00'
FIELD VERIFY
DIG-HEX-01
16"x6" TEE
6" CHECK
VALVE
6" R.W. GATE
VALVE, TYP.
6" H.W. INLET
6" SLUDGE DISCHARGE
6" H.W. DISCHARGE
16" SLUDGE LINE
DISMANTLING JOINT,
RESTRAINED, TYP.
7'-6
" M
IN
.
6" SLUDGE INLET
6" 90° BEND, TYP.
9'-8
"
FIE
LD
V
ER
IF
Y
TOP OF CONC.
EL. 375.00'
FIELD VERIFY
℄ EL. 384.67'
FIELD VERIFY,
MATCH EXIST.
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
PROCESS
HEAT EXCHANGER PIPING SECTIONS
09D301
C:\p
ww
orkin
g\ce
ntra
l0
1\d
07
15
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6\0
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M, M
WA
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R
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
5 of 18
AutoCAD SHX Text
J. A. MARLER
AutoCAD SHX Text
10090300
AutoCAD SHX Text
DECEMBER 2018
AutoCAD SHX Text
A
AutoCAD SHX Text
12/13/2018
AutoCAD SHX Text
ISSUED FOR BIDS
AutoCAD SHX Text
09D301.dwg
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
W. D. WEHNER
AutoCAD SHX Text
J. A. MARLER
AutoCAD SHX Text
M. E. WAUER
AutoCAD SHX Text
--
AutoCAD SHX Text
J. E. KOCH
7'-6" M
IN
.
RELOCATED 16"x16"
TEE, VERT. BRANCH
16" 90° BEND
16" CHECK VALVE
16" SLUDGE
DISCHARGE LINE
DIG-P-02DIG-P-01DIG-P-03 DIG-HEX-01
DIG-GDR-01
DIG-FE-01
DIG-P-04DIG-HEX-02
DIG-GDR-02
DIG-FE-02
6" HOT WATER
RETURN LINE
6" HOT WATER
SUPPLY LINE
16"x16" CROSS
16"x16" TEE
6" R.W. GATE
VALVE, TYP.
6" H.W. INLET
6" SLUDGE
DISCHARGE
6" SLUDGE INLET
RELOCATED 16" PLUG
VALVE, TYP. OF TWO
6" H.W. INLET
6" SLUDGE
DISCHARGE
6" SLUDGE INLET
6" R.W. GATE
VALVE, TYP.
16" DISMANTLING
JOINT, RESTRAINED
CONC. EQUIP. PAD,
TYP. SEE DETAIL
2
01S502
16" SPOOL PIPE WITH 1 1/2"
THREADED TAP AND 1 1/2"
MANUAL AIR RELEASE VALVE
6" H.W. DISCHARGE
RELOCATED
16" 90° BEND
RELOCATED 16"x16"
TEE, VERT. BRANCH
16" 90° BEND
16"x16" TEE ℄ EL. 379.75'
FIELD VERIFY
CONNECT TO 6" FITTING,
FIELD VERIFY, RESTRAINED,
TYP. OF FOUR
16" SLUDGE
DISCHARGE LINE
16" SLUDGE
SUCTION LINE
16" SLUDGE
SUCTION LINE
ROUTE TO DRAIN
SUMP, MAINTAIN
2% SLOPE, TYP.
6"x4" REDUCER,
VERIFY SIZE WITH
PUMP MFR., TYP.
PIPING SECTION
SCALE: 1/4" = 1'-0"
C
09D101
TOP OF CONC. VARIES
H.P. EL. 388.21'
L.P. EL. 387.00'
FIELD VERIFY
℄ EL. 379.75'
FIELD VERIFY
DISMANTLING JOINT,
RESTRAINED, TYP. ALL
EQUIP. CONNECTIONS
6" H.W.
DISCHARGE
BASE FITTING WITH
CONC. SUPPORT
TYP. SEE DETAIL
2
01D506
9'-8"
FIE
LD
V
ER
IF
Y
7'-6"
MIN
.
16"x16" CROSS
6"x4" RED. 90° BEND,
VERIFY SIZE WITH
PUMP MFR., TYP.
TOP OF CONC.
EL. 375.00'
FIELD VERIFY
℄ EL. 377.33'
FIELD VERIFY
℄ EL. 384.67'
FIELD VERIFY,
MATCH EXIST.
6"-DCL
6" CLOSED-LOOP
RECIRCULATION
RETURN LINE
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
PROCESS
HEAT EXCHANGER PIPING SECTIONS
09D302
C:\p
ww
orkin
g\ce
ntra
l0
1\d
07
15
14
6\0
9D
30
2.d
wg
, 1
2/1
3/2
01
8 8
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1:5
9 A
M, M
WA
UE
R
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
6 of 18
AutoCAD SHX Text
J. A. MARLER
AutoCAD SHX Text
10090300
AutoCAD SHX Text
DECEMBER 2018
AutoCAD SHX Text
A
AutoCAD SHX Text
12/13/2018
AutoCAD SHX Text
ISSUED FOR BIDS
AutoCAD SHX Text
09D302.dwg
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
W. D. WEHNER
AutoCAD SHX Text
J. A. MARLER
AutoCAD SHX Text
M. E. WAUER
AutoCAD SHX Text
--
AutoCAD SHX Text
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
PROCESS
STANDARD DETAILS
09D501
C:\p
ww
orkin
g\ce
ntra
l0
1\d
07
15
14
6\0
9D
50
1.d
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, 1
2/1
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AutoCAD SHX Text
%%UPRESSURE GAUGE NOTES:
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PRESSURE GAUGE ASSEMBLY
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NOT TO SCALE
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1. ALL COMPONENTS SHALL BE STAINLESS STEEL, ALL COMPONENTS SHALL BE STAINLESS STEEL, UNLESS NOTED OTHERWISE. 2. REFER TO DRAWING FOR APPLICATION. REFER TO DRAWING FOR APPLICATION. 3. MOUNT ON SPRING-LINE (SIDE) OF PIPE. MOUNT ON SPRING-LINE (SIDE) OF PIPE. 4. INSTALL ONE "DANGER" SIGN AT EACH INSTALL ONE "DANGER" SIGN AT EACH NON-POTABLE WATER OUTLET.
AutoCAD SHX Text
PRESSURE GAUGE
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1/4" x 1/2" 300 LB M.I. OR 3000 LB F.S. BUSHING, TYP.
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1/2" 90° BEND WITH THREADED OUTLET
AutoCAD SHX Text
1/2" x 1/2" TEE
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1" 3000 LB F.S. HALF-COUPLING
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PIPE
AutoCAD SHX Text
3/16
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1/2" SCH. 80 S.ST. NIPPLE, TYP.
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ANNULAR PRESSURE SEAL
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1/2" x 1" 300 LB OR 3000 LB F.S. BUSHING
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1" 3000 LB F.S. HALF-COUPLING
AutoCAD SHX Text
PIPE
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3/16
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1/2" SCH. 80 S.ST. NIPPLE, TYP.
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1/4" x 1/2" 300 LB M.I. OR 3000 LB F.S. BUSHING
AutoCAD SHX Text
PRESSURE SWITCH OR TRANSMITTER (REFER TO INSTRUMENTATION/ CONTROL DRAWINGS)
AutoCAD SHX Text
%%UPRESSURE TRANSMITTER NOTES:
AutoCAD SHX Text
1. ALL COMPONENTS SHALL BE STAINLESS STEEL, ALL COMPONENTS SHALL BE STAINLESS STEEL, UNLESS NOTED OTHERWISE. 2. REFER TO DRAWING FOR APPLICATION. REFER TO DRAWING FOR APPLICATION. 3. MOUNT ON SPRING-LINE (SIDE) OF PIPE. MOUNT ON SPRING-LINE (SIDE) OF PIPE. 4. REFER TO INSTRUMENTATION SHEETS FOR REFER TO INSTRUMENTATION SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
AutoCAD SHX Text
1/2" QUARTER-TURN BALL VALVE
AutoCAD SHX Text
1/2" x 1" 300 LB OR 3000 LB F.S. BUSHING
AutoCAD SHX Text
1/2" QUARTER-TURN BALL VALVE, TYP.
AutoCAD SHX Text
PRESSURE TRANSMITTER ASSEMBLY
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
1
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09D501
AutoCAD SHX Text
2
AutoCAD SHX Text
09D501
AutoCAD SHX Text
ANNULAR PRESSURE SEAL
AutoCAD SHX Text
PROVIDE PIPE SUPPORTS FOR ALL PIPE AND CONDUITS IN ACCORDANCE WITH THESE DETAILS AND SECTION 40 05 07. THE TERM "PIPE" OR "PIPING" REFERS TO BOTH PIPE AND ELECTRICAL CONDUIT, UNLESS THE LANGUAGE REFERS TO EACH SPECIFICALLY. SUPPORTS FOR PIPING 4" AND LARGER ARE IDENTIFIED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SELECTION OF SUPPORTS FOR PIPING SMALLER THAN 4" USING DETAILS SHOWN ON THIS SHEET. CONTRACTOR MAY USE ALTERNATE DETAILS WITH THE ENGINEER'S REVIEW AND APPROVAL IF THE DETAILS SHOWN ARE UNSUITABLE FOR CONDITIONS ENCOUNTERED. CORROSIVE ENVIRONMENTS ARE DEFINED AS FOLLOWS: AREAS WITHIN OR ABOVE WATER BEARING STRUCTURES, CHEMICAL STORAGE ROOMS AND AREAS, BELOW THE RIM OF SECONDARY CONTAINMENT STRUCTURES, UNVENTILATED ROOMS AND OTHER ENCLOSED AREAS WHERE MOISTURE ACCUMULATIONS MAY OCCUR (INCLUDING VAULTS), OTHER LOCATIONS SUBJECT TO SPLASH OR SPILLAGE, AND WHERE SHOWN ON THE PLANS.
AutoCAD SHX Text
GENERAL NOTES: 1. ANCHORS AND ALL-THREADS: USE FRP ALL-THREADS, WASHERS, AND NUTS ANCHORS AND ALL-THREADS: USE FRP ALL-THREADS, WASHERS, AND NUTS IN CORROSIVE AREAS, CADMIUM PLATED STEEL ELSEWHERE. INSTALL USING "EPCON SYSTEM" ADHESIVE ANCHOR BY ITW RAMSET/REDHEAD OR APPROVED EQUAL. INSTALL PER MFR.'S WRITTEN INSTRUCTIONS. EMBEDMENT DEPTH AND TYPE SHALL BE AS RECOMMENDED BY THE MFR. OR 12 x DIA., WHICHEVER IS GREATER. BEAM CLAMPS MAY BE USED IN LIEU OF EPOXY ANCHORAGE WHERE SUITABLE CONDITIONS EXIST. BEAM CLAMPS TO BE FRP OR CADMIUM PLATED STEEL TO MATCH HANGER RODS. 2. STRUCTURAL FRAMING CHANNEL (SFC): USE FRP WITH STAINLESS STEEL STRUCTURAL FRAMING CHANNEL (SFC): USE FRP WITH STAINLESS STEEL HARDWARE IN CORROSIVE AREAS, GALVANIZED WITH CADMIUM PLATED STEEL HARDWARE ELSEWHERE. SFC TO BE UNISTRUT, AICKENSTRUT, OR APPROVED EQUAL. 3. PIPE CLAMPS FOR SFC: USE FRP CLAMPS WITH NYLON FASTENERS IN PIPE CLAMPS FOR SFC: USE FRP CLAMPS WITH NYLON FASTENERS IN CORROSIVE AREAS, CADMIUM PLATED STEEL CLAMPS AND HARDWARE ELSEWHERE. INSTALL PER MFRS RECOMMENDATIONS. 4. SWAY BRACING: PROVIDE BRACING ADJACENT TO 90 BENDS FOR SUSPENDED SWAY BRACING: PROVIDE BRACING ADJACENT TO 90° BENDS FOR SUSPENDEDPIPE. USE ANVIL INTERNATIONAL FIG. 211 SIZE A FOR PIPE 6" AND SMALLER, SIZE B FOR PIPE 8" AND LARGER. APPROVED ALTERNATE TYPE OF BRACING IS ACCEPTABLE. 5. SPACING: PROVIDE SUPPORTS AT THE SPACINGS SHOWN IN SPECIFICATION SPACING: PROVIDE SUPPORTS AT THE SPACINGS SHOWN IN SPECIFICATION SECTION 40 05 07 IF SPACING OR SUPPORT LOCATIONS ARE NOT SHOWN ON THE DRAWINGS. 6. CUTTING FRP: CUT AND COAT CUT ENDS OF ALL FRP COMPONENTS WITH CUTTING FRP: CUT AND COAT CUT ENDS OF ALL FRP COMPONENTS WITH RESIN AS RECOMMENDED BY COMPONENT MFR.
AutoCAD SHX Text
PIPE/CONDUIT SUPPORT NOTES:
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PIPE
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SIZE
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2 1/2
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3
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3 1/2
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4
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6
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8
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10
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12
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14
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16
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18
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20
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24
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30
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32
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36
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6
AutoCAD SHX Text
6
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6
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6
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6
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6
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4
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4
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3
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3
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3
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3
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3
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2 1/2
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2 1/2
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2 1/2
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"A"
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"B"
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1 1/2
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1 1/2
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1 1/2
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2 1/2
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2 1/2
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2 1/2
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2 1/2
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2 1/2
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3
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3
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3 1/2
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3 1/2
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4
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4
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4
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4
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13 1/2
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13 1/2
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13 1/2
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13 1/2
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13 1/2
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13 1/2
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11
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11
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9
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9
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9
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9
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9
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9
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9
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9
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"C"
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MINIMUM
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8
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8 1/2
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8 1/2
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9 1/2
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10 1/2
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11 1/2
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13 1/2
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15
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16 1/2
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17 1/2
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19 1/2
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21
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23 1/2
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27
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28 1/2
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30 1/2
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34 1/2
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32 1/2
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31 1/2
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28 1/2
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25 1/2
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24
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22 1/2
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20 1/2
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19 1/2
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18 1/2
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16 1/2
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15 1/2
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14
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13 1/2
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13 1/2
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13
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MAXIMUM
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"D"
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DIMENSIONS IN INCHES
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ADJUSTABLE PIPE SUPPORT SCHEDULE
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<
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-
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HOT-DIP GALVANIZE AFTER FABRICATION.
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PIPE SHALL BE SCHEDULE 40.
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2.
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3.
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%%uNOTES:
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"D"
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"B"
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"A"
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"C"
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LENGTH AND THREADS TO ALLOW
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MIN. AND MAX. DIMENSIONS SHOWN
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IN TABLE. USE STRAIGHT THREADS.
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FOUR 3/4" DIA. ANCHOR BOLTS
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AND NUTS (SEE GENERAL NOTE 1)
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THREADED 150 LB REDUCING FLANGE
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1" MIN NON-SHRINK GROUT
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PIPE STANCHION SADDLE SUPPORT
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WITH U-BOLT YOKE AND NUTS
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INSTALL ONLY WHERE SHOWN ON DRAWINGS.
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1.
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ADJUSTABLE STANCHION SUPPORT DETAIL
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NOT TO SCALE
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6
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09D501
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CLEVIS TYPE SUPPORT DETAIL
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NOT TO SCALE
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HANGER ROD
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(SEE TABLE)
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PIPE SIZE VARIES
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PIPE HANGER
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7/8"
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1"
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1 1/2"
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ROD SIZE
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PIPE SIZE
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ROD SIZE
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PIPE SIZE
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20"-30"
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14"-18"
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8"-12"
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3/4"
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1/2"
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3/8"
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4" & 6"
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2 1/2" & 3"
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2" & SMALLER
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AS SPECIFIED
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SUPPORT BRACKET
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OR EMBEDDED
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SURFACE MOUNTED
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AS RECOMMENDED
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BY PIPE HANGER MFR.
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7
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09D501
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DIA (IN)
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ANCHOR BOLT SCHED
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WELD
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MK
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TACK
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WASHER
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HEAVY
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DIA.
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THD (IN)
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L
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"L"
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1
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3/4
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5
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2'-0"
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NOTES: 1. ALL BOLTS SHALL BE STAINLESS ALL BOLTS SHALL BE STAINLESS STEEL 316, UNO. 2. PROVIDE ANTI-SEIZE COMPOUND ON PROVIDE ANTI-SEIZE COMPOUND ON THREADS. 3. REFERENCE SPECS FOR ANCHOR BOLT REFERENCE SPECS FOR ANCHOR BOLT MATERIAL.
EQUIPMENT PAD NOTES: 1. FOR NEW EQUIPMENT BASES ON EXISTING SLABS, DRILL INTO EXISTING SLAB TO FOR NEW EQUIPMENT BASES ON EXISTING SLABS, DRILL INTO EXISTING SLAB TO DEVELOPMENT DEPTH AT 12" CENTERS AROUND PERIMETER OF EQUIPMENT BASE AND SET #5 HOOKED DOWELS IN EPOXY GROUT. 2. FOR EQUIPMENT BASES ON NEW SLABS, PROVIDE #5 DOWELS HAVING TWO FOR EQUIPMENT BASES ON NEW SLABS, PROVIDE #5 DOWELS HAVING TWO HOOKED ENDS AT 12" CENTERS AROUND PERIMETER OF EQUIPMENT BASE. 3. EQUIPMENT BASE DIMENSIONS SHALL BE AS REQUIRED BY THE APPROVED SHOP EQUIPMENT BASE DIMENSIONS SHALL BE AS REQUIRED BY THE APPROVED SHOP DRAWINGS. 4. ANCHOR BOLTS AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. BOLTS ANCHOR BOLTS AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT BASE IS BEING CAST. 5. PIPE SLEEVES SHALL BE USED TO PROVIDE THE ANCHOR BOLT A MINIMUM PIPE SLEEVES SHALL BE USED TO PROVIDE THE ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2" IN ALL DIRECTIONS. MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT. PIPE SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER OF 3" GREATER THAN BOLT DIAMETER. 6. EQUIPMENT BASES SHALL BE INSTALLED LEVEL, TOLERANCE IS 1/16".EQUIPMENT BASES SHALL BE INSTALLED LEVEL, TOLERANCE IS 1/16".
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SLAB REINFORCEMENT NOT SHOWN
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SEE NOTE 1
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#5 CLOSED TIES @ 6
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AS INDICATED ON DWGS OR AS REQUIRED BY EQUIPMENT MFR., 6" MIN.
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ANCHOR BOLT SEE NOTE 4
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ROUGHEN CONCRETE SURFACE
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SEE NOTE 2
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#5@12
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LOCK NUT
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1:1 SLOPE TYP
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1" MIN NON-SHRINK GROUT
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LEVELING NUT
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EQUIP BASE SEE NOTE 3
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2" CLEAR COVER, TYP.
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PIPE SLEEVE TYPICAL SEE NOTE 5
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1 1/2" CLEAR
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6" MIN.
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6" MIN.
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INSTALL CONC. EQUIPMENT SUPPORT PAD WITH ANCHOR BOLTS, SEE DETAIL 3/09D501
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BASE FITTING SUPPORT DETAIL
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NOT TO SCALE
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5
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09D501
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FOUR ANCHOR BOLTS WITH LEVELING NUTS, WASHERS, AND DOUBLE NUTS, SIZE AND SPACING AS REQUIRED TO FIT BASE FITTING FOR TEE OR ELBOW
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1" MIN. LEVELING GROUT
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TEE OR ELBOW WITH BASE FITTING, SEE DRAWINGS FOR SIZE
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CONCRETE SLAB
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CONCRETE SURFACE SHALL BE CLEAN, ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4", FREE OF LAITANCE, AND COATED WITH BONDING AGENT
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ANCHOR BOLT DETAIL
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NOT TO SCALE
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4
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09D501
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EQUIPMENT SUPPORT PAD DETAIL
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NOT TO SCALE
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3
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09D501
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J. A. MARLER
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10090300
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DECEMBER 2018
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A
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12/13/2018
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ISSUED FOR BIDS
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09D501.dwg
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NOT TO SCALE
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W. D. WEHNER
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J. A. MARLER
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M. E. WAUER
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--
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J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
ELECTRICAL
LEGEND AND SYMBOLOGY
09E001
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER 2ADIGESTER 1A
DIGESTER B
DIGESTER 3A
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
ELECTRICAL
ELECTRICAL FLOOR PLAN
09E101
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DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
DIGESTER PUMP STATION
ELECTRICAL
REFERENCE PHOTOS AND
CONTROL SCHEMATIC
09E102
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER PUMP STATION
INSTRUMENTATION
LEGENDS AND SYMBOLOGY
09I100.DWG
N. T. S. 09I100
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER PUMP STATION
SLUDGE HEATING PUMPS
P&ID
09I101.DWG
N. T. S. 09I101
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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J. A. MARLER
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10090300
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DECEMBER 2018
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A
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12/13/2018
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ISSUED FOR BIDS
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DIG-1A
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DIG-3A
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DIG-2A
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SCADA HMI
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PCS
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(FUTURE)
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RECIRCULATION LOOP
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A
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SLUDGE RECIRC PUMP NO. 1
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SLUDGE HEAT EXCHANGER NO. 1
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DIG-HEX-01
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PI
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02
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PSH
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01
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SLUDGE RECIRC PUMP NO. 3
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DIG-P-03
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TE
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01
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TIT
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01
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SLUDGE HEATING PUMP NO. 1
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MCC5
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HS
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HOA
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M
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TSH
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01
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RUNNING
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YA
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FAULT
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YA
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STOPPED
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YA
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SLUDGE RECIRC PUMP NO. 2
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PI
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04
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PSH
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02
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SLUDGE HEATING PUMP-4
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DIG-P-04
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M
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TSH
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02
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I
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MCC5
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HS
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HOA
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RUNNING
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YA
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FAULT
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YA
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STOPPED
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YA
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I
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RUNNING
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IN AUTO
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FAIL
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RUN COMMAND
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TEMPERATURE
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RUNNING
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IN AUTO
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FAIL
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RUN COMMAND
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TEMPERATURE
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SLUDGE HEATING PUMP NO. 2
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SLUDGE HEATING PUMP NO. 1
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SLUDGE HEATING PUMP NO. 2
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SLUDGE HEATING PUMP NO. 1 DISCHARGE
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SLUDGE HEATING PUMP NO. 2 DISCHARGE
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SLUDGE HEATING PUMP NO. 1
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DIG-LCS-01
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HS
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HOA
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RUNNING
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YA
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FAULT
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YA
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STOPPED
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YA
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GENERAL NOTES: 1. SEE SHEET 00Y-01 FOR PROCESS CONTROL SYSTEM SEE SHEET 00Y-01 FOR PROCESS CONTROL SYSTEM ABBREVIATIONS, SYMBOLS AND NOTES. 2. SEE SHEETS 97Y-XX FOR SCADA NETWORK ARCHITECTURE SEE SHEETS 97Y-XX FOR SCADA NETWORK ARCHITECTURE DIAGRAM. 3. REFERENCE SPECIFICATION 40 90 05 FOR CONTROL REFERENCE SPECIFICATION 40 90 05 FOR CONTROL DESCRIPTIONS. 4. REFERENCE SPECIFICATION 40 91 10 FOR INSTRUMENT REFERENCE SPECIFICATION 40 91 10 FOR INSTRUMENT SCHEDULE. 5. REFERENCE SPECIFICATION 40 94 43 FOR PLC I/O SCHEDULE. REFERENCE SPECIFICATION 40 94 43 FOR PLC I/O SCHEDULE. 6. INSTRUMENTATION AND CONTROL EQUIPMENT SHALL BE SUITABLE INSTRUMENTATION AND CONTROL EQUIPMENT SHALL BE SUITABLE FOR INSTALLATION IN HAZARDOUS AREAS AS DEFINED ON SHEET 00G-07 HAZARDOUS AREA PLAN. 7. MAJOR FUNCTIONS FOR PACKAGED EQUIPMENT VENDOR SUPPLIED MAJOR FUNCTIONS FOR PACKAGED EQUIPMENT VENDOR SUPPLIED CONTROL PANELS ARE SHOWN ACTUAL EQUIPMENT VENDOR PANELS MAY OFFER ADDITIONAL FUNCTIONALITY.
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1
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KEY NOTES: EXISTING PLC TO BE RE-USED. CLASS I DIV 1 RATED INSTRUMENT. FURNISHED BY MANUFACTURER
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1
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FE
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01
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FIT
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01
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FLOW
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M
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PI
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01
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FE
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02
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FIT
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02
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M
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PI
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03
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GRINDER NO. 2
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DIG-LCP-02
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HS
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HOA
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RUNNING
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YA
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FAULT
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YA
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STOPPED
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YA
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SLUDGE HEAT EXCHANGER NO. 2
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TE
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02
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TIT
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02
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SLUDGE HEATING PUMP NO. 1 SUCTION
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FLOW
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SLUDGE HEATING PUMP NO. 1 SUCTION
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DIG-PLC
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DIG-P-01
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DIG-P-02
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DIG-HEX-02
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2
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2
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2
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2
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2
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2
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2
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M
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SLUDGE HEATING PUMP NO. 2
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DIG-LCS-02
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HS
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HOA
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RUNNING
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YA
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FAULT
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YA
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STOPPED
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YA
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M
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GRINDER NO. 1
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DIG-LCP-01
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HS
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HOA
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RUNNING
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YA
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FAULT
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YA
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STOPPED
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YA
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RUNNING
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IN AUTO
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FAIL
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RUN COMMAND
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GRINDER NO. 1
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RUNNING
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IN AUTO
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FAIL
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RUN COMMAND
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GRINDER NO. 2
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GRINDER NO. 1
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DIG-GDR-01
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GRINDER NO. 2
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DIG-GDR-02
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TE
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03
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TE
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05
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TE
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06
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TE
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04
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HW RETURN
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HW SUPPLY
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TE
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07
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TE
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08
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HW RETURN
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HW SUPPLY
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THIS DOCUMENT IS
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RELEASED FOR THE
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PURPOSE OF REVIEW
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UNDER THE AUTHORITY OF
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IT IS NOT TO BE USED
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FOR CONSTRUCTION OR
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ANY OTHER PURPOSE.
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SAMEER S. DEO
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TEXAS P.E. NO. 107246
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DATE: SEP 13, 2018
DIGESTER PUMP STATION
INSTRUMENTATION
ONE-LINE DIAGRAMS AND
TERMINAL PANEL LAYOUT
09I102.DWG
N. T. S. 09I102
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER PUMP STATION
INSTRUMENTATION
CONTROL PANEL LAYOUT
09I103.DWG
N. T. S. 09I103
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER PUMP STATION
INSTRUMENTATION
INSTALLATION DETAILS
09I104.DWG
N. T. S. 09I104
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER PUMP STATION
INSTRUMENTATION
PLC PANEL PICTURES - SHEET 1
09I105.DWG
N. T. S. 09I105
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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DIGESTER PUMP STATION
INSTRUMENTATION
PLC PANEL PICTURES - SHEET 2
09I106.DWG
N. T. S. 09I106
S. S. DEO
--
V. VANKAR
--
J. E. KOCH
DIGESTER HEATING
CENTRAL WASTEWATER TREATMENT PLANT
WACO METROPOLITAN AREA
REGIONAL SEWERAGE SYSTEM
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DATE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
Texas P.E. Firm
Registration No. F-754
DESIGNED BY
DESIGNED BY
CHECKED BY
PROJECT DATE
DRAWN BY
DRAWN BY
EMERGENCY ON-CALL SERVICES
RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
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RFB 2020-017 WMARSS Central Plant Heat Exchanger Replacement Project
