B3_W912HY19R0017-WWTP_Plans_P2_20190813.pdf
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Waste Water Treatment Plant Drawings Part 2
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WASTEWATER TREATMENT PLANT
SCALE: NTS
DEMOLISH PLANT
INFLUENT PUMP STATION
DEMOLISH RECEIVING
MANHOLE AND RAS/WAS
PUMP STATION NO. 1
DEMOLISH
HEADWORKS
DEMOLISH FLOW
SPLITTER BOX
DEMOLISH RAS/WAS
PUMP STATION NO. 2
P_
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US Army Corps of Engineers ®
BUFFALO DISTRICT
FINAL RTA
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XXXX
LEGEND
- DEMOLISH STRUCTURE / BUILDING
- ABANDONED STRUCTURE / EQUIPMENT PLAN NOTE:
PICTURES OF CONSTRUCTION DOCUMENT AND
SITE CONDITIONS (JANUARY 2019).
CONTRACTOR SHALL CONFIRM ALL EQUIPMENT
AND DIMENSION FOR DEMOLITION.
W A
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2-C-109
PLAN NOTE:
1. FOR HEADWORKS SEE SHEET 2-C-110.
2. FOR RAS/WAS PUMP STATION NO. 1 AND NO. 2 SEE
SHEET 2-C-111
3. FOR RECEIVING MANHOLE SEE SHEET 2-C-114
4. FOR FLOW SPLITTER BOX SEE SHEET 2-C-110
5. FOR PLANT INFLUENT LIFT STATION SEE SHEET
2-C-110
DEMOLITION SEQUENCE OF ACTIVITIES - GENERAL:
1. REMOVE AND DISPOSE OF WASTEWATER AND
SLUDGE.
2. REMOVE AND SALVAGE PUMPS.
3. REMOVE AND DISPOSE OF PIPING AND FITTINGS.
4. REMOVE AND SALVAGE LADDER, HATCHES, AND
ELECTRICAL PANEL AND CONDUIT.
5. FRACTURE BOTTOM FLOOR TO ALLOW WATER TO
FREE FLOW INTO AND OUT OF STRUCTURE.
6. BREAKDOWN LID AND COLLAPSE IN BASIN.
7. BREAKDOWN EXISTING WALLS TO A MINIMUM OF 48
INCHES BELOW EXISTING GROUND. COLLAPSE
BREAKDOWN WALLS INTO BASIN.
8. TRIM PROTRUDING REINFORCING BARS TO BE FLUSH
WITH CONCRETE.
9. FILL DEMOLISHED STRUCTURE WITH SAND TO 24
INCHES FROM FINISHED GRADE. COMPACT TO 90%
STANDARD PROCTOR ASTM D-698.
10. CAP SAND WITH 18 INCHES OF SOIL AND 6 INCHES
OF TOP SOIL. COMPACT TO 90% STANDARD
PROCTOR ASTM D-698.
11. GRADE AREAS TO BE SMOOTH AND ELIMINATE
PONDING.
HEADWORKS PLAN VIEW
SCALE: NTS
PUMP STATION PLAN VIEW
SCALE: NTS
PUMP STATION SECTION VIEW
SCALE: NTSPUMP STATION PICTURE
SCALE: NTS
HEADWORKS PICTURE
SCALE: NTS
XXXX
LEGEND
- DEMOLISH STRUCTURE / BUILDING
- ABANDONED STRUCTURE / EQUIPMENT
PLAN NOTE:
PICTURES OF CONSTRUCTION DOCUMENT AND
SITE CONDITIONS (JANUARY 2019).
CONTRACTOR SHALL CONFIRM ALL EQUIPMENT
AND DIMENSION FOR DEMOLITION.
XXXXXXXXX
XXXXXXXXX
XXXXXXXXX
X X
X X
X
X X
X
REMOVE AND
DISPOSE OF
HANDRAIL
REMOVE AND SALVAGE SCREEN
REMOVE AND
DISPOSE OF
HANDRAIL
REMOVE AND SALVAGE
SLIDE GATES REMOVE AND DISPOSE OF
PIPES, VALVES & FITTINGS
REMOVE AND DISPOSE
CONTROL PANEL & CONDUIT
REMOVE AND SALVAGE HOIST COLLAPSE CONCRETE LID AND WALLS
TO 48" BELOW EXISTING GROUND
XXXXXXXXXXXXXXXX
X X
X X
COLLAPSE
CONCRETE
LID INTO BASIN
REMOVE AND
DISPOSE
GRATING
H E
A D
W O
R K
S D
E M
O
LI
TI
O
N P
LA
N
FRACTURE
STRUCTURE
FLOOR
FRACTURE
STRUCTURE
FLOOR
COLLAPSE CONCRETE LID AND WALLS
TO 48" BELOW EXISTING GROUND
2-C-110
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BUFFALO DISTRICT
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FLOW SPLITTER PLAN VIEW
SCALE: NTS
3 4 5 6
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US Army Corps of Engineers ®
BUFFALO DISTRICT
FINAL RTA
W
2H Y-
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-0
N W
3R
D S
T S
U
IT
E
O
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REMOVE AND SALVAGE
CONTROL PANEL AND CONDUIT
RAS/WAS PUMP STATION NO. 2
SCALE: NTS
RAS/WAS PUMP STATION NO. 1
SCALE: NTS
RAS/WAS PUMP STATION NO. 2
SCALE: NTS
RAS/WAS PUMP STATION NO. 1
SCALE: NTS
XXXX
LEGEND
- DEMOLISH STRUCTURE / BUILDING
- ABANDONED STRUCTURE / EQUIPMENT
PLAN NOTE:
PICTURES OF CONSTRUCTION DOCUMENT AND
SITE CONDITIONS (JANUARY 2019).
CONTRACTOR SHALL CONFIRM ALL EQUIPMENT
AND DIMENSION FOR DEMOLITION.
XXXX
XXXX
XXXX
XXXXXX
XXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X X
X
XXXXXXXXXXX
XXXXXXXXXXX
XXXXXXXXXXX
X X
X
REMOVE AND DISPOSE
PIPES, VALVES AND FITTINGS
REMOVE AND DISPOSE GRATING
COLLAPSE CONCRETE LID AND
WALLS 48" BELOW EXISTING GROUND
R A
S W
A S
P U
M P
S
TA
TI
O
N D
E M
O
LI
TI
O
N P
LA
N
DEMOLITION SEQUENCE OF ACTIVITIES - RAS/WAS PUMP STATION:
1. REMOVE AND DISPOSE OF WASTEWATER AND SLUDGE.
2. REMOVE AND SALVAGE PUMPS.
3. REMOVE AND DISPOSE OF PIPING AND FITTINGS.
4. REMOVE AND SALVAGE LADDER, HATCHES, AND ELECTRICAL
PANEL AND CONDUIT.
5. FRACTURE BOTTOM FLOOR TO ALLOW WATER TO FREE FLOW
INTO AND OUT OF STRUCTURE.
6. BREAKDOWN LID AND COLLAPSE IN BASIN.
7. BREAKDOWN EXISTING WALLS TO A MINIMUM OF 48 INCHES
BELOW EXISTING GROUND. COLLAPSE BREAKDOWN WALLS
INTO BASIN.
8. TRIM PROTRUDING REINFORCING BARS TO BE FLUSH WITH
CONCRETE.
9. FILL DEMOLISHED STRUCTURE WITH SAND TO 24 INCHES
FROM FINISHED GRADE. COMPACT TO 90% STANDARD
PROCTOR ASTM D-698.
10. CAP SAND WITH 18 INCHES OF SOIL AND 6 INCHES OF TOP
SOIL. COMPACT TO 90% STANDARD PROCTOR ASTM D-698.
11. GRADE AREAS TO BE SMOOTH AND ELIMINATE PONDING.
2-C-111
RAS/WAS PUMP STATION NO. 1
SCALE: NTS
REMOVE AND DISPOSE
PIPES, VALVES AND FITTINGS
REMOVE AND SALVAGE
CONTROL PANEL AND CONDUIT
REMOVE AND DISPOSE
PIPES, VALVES AND FITTINGS
REMOVE AND SALVAGE
PUMPS AND MOTORS
REMOVE AND DISPOSE
DOOR, ROOF AND WALLS
1 2 3
4 5
| Sheets and Views |
| 2-GA001 COVER SHEET |
| 2-GA002 SHEET INDEX |
| 2-GA003 SUMMARY OF QUANTITIES |
| 2-G-001 GENERAL LEGEND AND ABBREVIATIONS |
| 2-G-002 GENERAL NOTES |
| 2-G-003 GENERAL NOTES |
| 2-G-004 GENERAL NOTES |
| 2-G-005 PROCESS FLOW DIAGRAM |
| 2-G-006 PROCESS DESIGN SUMMARY |
| 2-G-007 HYDRAULIC PROFILE |
| 2-G-008 SITE PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM |
| 2-G-009 WASTEWATER TREATMENT PLANT PROCESS AND INSTRUMENTATION DIAGRAM |
| 2-G-010 WASTEWATER TREATMENT PLANT PROCESS AND INSTRUMENTATION DIAGRAM |
| 2-G-011 WASTEWATER TREATMENT PLANT PROCESS AND INSTRUMENTATION DIAGRAM |
| 2-G-012 WASTEWATER TREATMENT PLANT PROCESS AND INSTRUMENTATION DIAGRAM |
| 2-G-013 EQUIPMENT SCHEDULES |
| 2-G-014 EQUIPMENT SCHEDULES |
| 2-G-015 PROJECT FIRM |
| 2-C-100 SITE PUMP STATION EXISTING CONDITIONS |
| 2-C-101 SITE PUMP STATION DEMOLITION PLAN |
| 2-C-102 SITE PUMP STATION DEMOLITION PLAN |
| 2-C-103 SITE PUMP STATION SITE PLAN |
| 2-C-104 SITE PUMP STATION GRADING AND PAVING PLAN |
| 2-C-105 SITE PUMP STATION PLAN AND PROFILE |
| 2-C-106 SITE PUMP STATION SECTION VIEW |
| 2-C-107 WASTEWATER TREATMENT PLANT EXISTING CONDITIONS |
| 2-C-108 WASTEWATER TREATMENT PLANT DEMOLITION PLAN |
| 2-C-109 WASTEWATER TREATMENT PLANT DEMOLITION PLAN |
| 2-C-110 HEADWORKS DEMOLITION PLAN |
| 2-C-111 RAS WAS PUMP STATION DEMOLITION PLAN |
| 2-C-112 WASTEWATER TREATMENT PLANT SITE PLAN |
| 2-C-113 WASTEWATER TREATMENT PLANT GRADING AND PAVING PLAN |
| 2-C-114 WASTEWATER TREATMENT PLANT POINT TABLE |
| 2-C-115 WASTEWATER TREATMENT PLANT PLAN AND PROFILE |
| 2-C-116 WASTEWATER TREATMENT PLANT PLAN AND PROFILE |
| 2-C-300 HEADWORKS PLAN VIEW |
| 2-C-301 HEADWORKS SECTION VIEWS |
| 2-C-302 HEADWORKS SECTION VIEWS |
| 2-C-303 HEADWORKS PIPING PLAN |
| 2-C-304 HEADWORKS PIPING PLAN |
| 2-C-305 CHLORINE CONTACT BASIN REHABILITATION |
| 2-C-306 FINAL CLARIFIER NO. 1 SOUTH REHABILITATION |
| 2-C-307 FINAL CLARIFIER NO. 2 NORTH REHABILITATION |
| 2-C-501 SITE PUMP STATION MANHOLE DETAILS |
| 2-C-502 WASTEWATER TREATMENT PLANT MANHOLE DETAILS |
| 2-C-503 JOINT LAYOUT |
| 2-C-504 SITE DETAILS |
| 2-C-505 SITE DETAILS |
| 2-C-506 SITE DETAILS |
| 2-C-507 SITE DETAILS |
| 2-C-508 SITE DETAILS |
| 2-C-509 SITE DETAILS |
| 2-C-510 SITE DETAILS |
| 2-C-511 SITE DETAILS |
| 2-E-001 ELECTRICAL SYMBOL LEGEND AND NOTES |
| 2-E-101 SITE PUMP STATION ELECTRICAL PLAN |
| 2-E-102 WASTEWATER TREATMENT PLANT ELECTRICAL PLAN |
| 2-E-501 ELECTRICAL BUILDING |
| 2-E-502 ELECTRICAL BUILDING |
| 2-E-503 ELECTRICAL BUILDING |
| 2-E-504 ELECTRICAL BUILDING |
| 2-E-505 ELECTRICAL BUILDING |
| 2-E-601 ONE LINE DIAGRAM & SCHEDULES |
| 2-E-602 ONE LINE DIAGRAM & SCHEDULES |
| 2-S-101 HEADWORKS STRUCTURAL |
| 2-S-102 HEADWORKS STRUCTURAL |
| 2-S-103 HEADWORKS STRUCTURAL |
| 2-S-104 RAS WAS STRUCTURAL |
| 2-S-501 STRUCTURAL DETAILS |
| 2-S-502 STRUCTURAL DETAILS |
| 2-S-503 STRUCTURAL DETAILS |
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