42250065_SBR 1 and Digester 1 Rehab_Drawings.pdf
PDF 4 MB Posted
- Attached to
- WWTP SBR 1 & Digester Rehabilitation
- Solicitation number
- 6100066141
- Issued by
- Lebanon County, Pennsylvania
About this file
This is a technical drawing document for the Department of Military and Veterans Affairs (DMVA) related to rehabilitation work on Sequencing Batch Reactor (SBR) 1 and Digester 1 tanks at a wastewater treatment plant located approximately 33 miles from Harrisburg. The project involves comprehensive rehabilitation of both treatment units, including removal and replacement of internal components such as influent baffles, plug valves with electric actuators, floating decanter assemblies, decant flow control valves, and supernatant withdrawal mechanisms. Additional work includes replacement of ductile iron influent piping, sludge pump discharge piping, and wall-base keyway repairs using epoxy-modified cementitious mortar or cementitious repair mortar. The drawings reference the original design dated September 30, 2002, and are based on specifications detailed in Section 010100 of the project specifications.
The contractor is responsible for all means, methods, labor, equipment, and resources required to dewater, empty, and prepare the SBR and Digester tanks for rehabilitation work in accordance with coating manufacturer specifications and requirements. This includes mechanical or manual removal of accumulated sediment, solids, grit, and rags, with all waste material to be hauled off-site and disposed of at approved landfill or treatment facilities. The contractor must apply for and obtain all required approvals and permits for waste transportation and disposal. Equipment and components designated for replacement must be removed, with specified items such as motors, pumps, instruments, valves, and mixer assemblies stored as directed by DMVA, while all other removed materials must be properly disposed of off-site. Field verification of existing equipment installation details and coordination of proposed equipment dimensions, layout, and fabrication requirements are mandatory contractor responsibilities.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Notice to Bidders.docx | DOCX document | |
| Addendum #1.docx | DOCX document | |
| Request for Information.docx | DOCX document | |
| SKM_4750i26060508020.pdf | ||
| 42250065_SBR 1 and Digester 1 Rehab_Spec.pdf | ||
| Addendum #2.docx | DOCX document | |
| General Conditions to the Construction Contract DMVA 2024 v6.docx | DOCX document | |
| Bid docs to be returned.pdf | ||
| Pre-bid location map.pdf | ||
| Administrative Procedures 2023 DMVA.docx | DOCX document | |
| Wage Rates.pdf | ||
| Instructions to Bidders DMVA - 2024.docx | DOCX document | |
| 6100066141 WWTP SBR 1 & Digester Rehabilitation BDISBO SDB VBE presentation.pdf | ||
| Addendum #3.docx | DOCX document |
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SITE
WWTP
APPROXIMATELY 33 MILES TO HARRISBURG
PROJECT AREA
GENERAL NOTES:
1. SEE SPECIFICATIONS SECTION 010100 - SUMMARY OF
WORK.
2. EXISTING FEATURES AS ORIGINALLY DESIGNED ARE SHOWN
IN BLACK LINEWORK AND TEXT - BASED ON DESIGN DRAWINGS
DATED SEPTEMBER 30, 2002, RELEASED FOR BID JULY 9, 2004
PREPARED BY SAIC ENGINEERING, INC.
3. PROPOSED WORK IS INDICATED WITH RED (OR OTHER
COLOR) TEXT, LINES, ARROWS, AND/OR CLOUDS.
4. VERIFIY ALL DIMENSIONS, EXISTING CONDITIONS, AND
FEATURES ON SITE. REPORT ANY DISCREPANCIES TO DMVA.
DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS OR
DISTANCES.
TANK DEWATERING NOTES:
1. OWNER WILL DRAIN AND TRANSFER BULK LIQUID FROM
TANKS USING EXISTING FACILITIES.
2. CONTRACTOR SHALL PROVIDE PUMPS, CRANE, CONTAINERS,
MECHANICAL DEVICES, AND RELATED EQUIPMENT TO
COMPLETELY DEWATER AND REMOVE LIQUIDS FROM TANKS.
CONTRACTOR SHALL MAINTAIN EQUIPMENT AS NEEDED
DURING CONSTRUCTION TO DEWATER TANKS.
3. LIQUID REMOVED SHALL BE TRANSFERRED TO ADJACENT
TANKS TO REMAIN IN OPERATION.
4. INORGANIC SOLIDS (GRIT, RAGS, SEDIMENT, ETC.) SHALL NOT
BE TRANSFERRED TO ADJACENT TANKS AND SHALL BE REMOVED
AND DISPOSED OF PROPERLY.
DEMOLITION NOTES:
1. REMOVE ALL EQUIPMENT AND COMPONENTS DESIGNATED
TO BE REPLACED. KEEP AND STORE MOTORS, PUMPS,
INSTRUMENTS, VALVES, VALVE ACTUATORS, MIXER ASSEMBLIES,
DECANT ASSEMBLIES, AND RELATED ITEMS AS DIRECTED BY
DMVA. PROPERLY DISPOSE OF ALL OTHER MATERIALS AND
EQUIPMENT REMOVED DURING THE PROJECT OFF SITE IN AN
APPROVED MANNER.
2. CUT EXISTING ANCHORS AND FASTENERS IN CONCRETE
WALLS. REPAIR IN ACCORDANCE WITH THE PROPOSED COATING
MANUFACTURER'S RECOMMENDATIONS.
3. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS
AND PROVISION OF ALL LABOR, EQUIPMENT AND RESOURCES
REQUIRED TO EMPTY, CLEAN AND PREPARE SBR AND DIGESTER
TANKS FOR THE WORK IN ACCORDANCE WITH THE COATING
MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.
THIS INCLUDES REMOVAL OF ANY AND ALL ACCUMULATED
SEDIMENT, SOLIDS, GRIT, RAGS, ETC. IN SBR AND DIGESTER
TANKS USING MECHANICAL OR MANUAL METHODS. ALL WASTE
REMOVED FROM THE TANKS SHALL BE HAULED OFF SITE AND
DISPOSED OF AT AN APPROVED LANDFILL OR TREATMENT
FACILITY. TRANSPORT METHODS SHALL MEET REQUIREMENTS
FOR THE WASTE MATERIAL BEING HAULED. CONTRACTOR
SHALL APPLY FOR AND OBTAIN ALL REQUIRED APPROVALS/
PERMITS FOR HAULING AND DISPOSAL OF WASTE.
CONSTRUCTION NOTES (SHEET C.2.1):
1. REMOVE EXISTING INFLUENT BAFFLE. PROVIDE NEW SS INFLUENT BAFFLE.
2. REMOVE EXISTING INFLUENT PLUG VALVE AND ELECTRIC ACTUATOR.
PROVIDE NEW INFLUENT PLUG VALVE AND ELECTRIC ACTUATOR.
3. REMOVE EXISTING FLOATING DECANTER ASSEMBLY, RESTRAINED MOORING
SYSTEM, DISCHARGE PIPE AND FLEX JOINTS. PROVIDE NEW FLOATING
DECANTER ASSEMBLY, RESTRAINED MOORING SYSTEM, DISCHARGE PIPE AND
FLEX JOINTS, EQUIPMENT AND ACCESSORIES.
4. REMOVE EXISTING DECANT FLOW CONTROL VALVE. PROVIDE NEW DECANT
FLOW CONTROL VALVE.
5. REMOVE EXISTING SUPERNATENT WITHDRAWAL MECHANISM. PROVIDE
NEW SUPERNATENT WITHDRAWAL MECHANISM INCLUDING 8" PIPE, SWIVEL
JOINT, 8"X6" REDUCER, 6" PLUG VALVE, 8" PIPE FLANGE ASSEMBLY AND
COUNTERWEIGHT SYSTEM (SIMILAR TO EXISTING), EQUIPMENT AND
ACCESSORIES.
6. REPLACE DUCTILE IRON INFLUENT PIPE FROM WALL TO BAFFLE. MATCH
EXISTING MATERIAL - PROVIDE CLASS 52 FLANGED DUCTILE IRON PIPE
MINIMUM. PAINT PIPE TO MATCH ORIGINAL EXISTING COATING.
SEE NOTE 1
SEE NOTE 1
SEE NOTE 2
SEE NOTE 3
SEE NOTE 4
SEE NOTE 5
SEE NOTE 5
SEE NOTE 6
SEE NOTE 2 ON
SHEET C.2.1
SEE NOTE 4 ON
SHEET C.2.1
CONSTRUCTION NOTES
(SHEET C.2.3):
1. THIS SHEET PROVIDED FOR
INFORMATION ONLY. FIELD VERIFY
EXISTING EQUIPMENT INSTALLATION
DETAILS AND COORDINATE
PROPOSED EQUIPMENT
DIMENSIONS, LAYOUT, AND
FABRICATION.
2. SEE NOTE 3 AND 4 SHEET C.3.1.
MOTOR
CONSTRUCTION NOTES (SHEET C.3.2):
1. THIS SHEET PROVIDED FOR INFORMATION ONLY. FIELD VERIFY EXISTING EQUIPMENT INSTALLATION
DETAILS AND COORDINATE PROPOSED EQUIPMENT DIMENSIONS, LAYOUT, AND FABRICATION.
2. SEE NOTE 1 AND 2 SHEET C3.1.
CONSTRUCTION NOTES (SHEET C.3.3):
1. FIELD VERIFY EXISTING EQUIPMENT INSTALLATION DETAILS AND
COORDINATE PROPOSED EQUIPMENT DIMENSIONS, LAYOUT, AND
FABRICATION.
2. SEE NOTE 3 SHEET C.2.1.
3. SEE NOTE 5 AND 6 SHEET C.3.1.
4. SEE NOTE 9 SHEET C.3.1.
PROVIDE 3" FLANGED DUCTILE
IRON PIPE AND FITTINGS FOR SBR
AND DIGESTER SLUDGE PUMP
DISCHARGE
PROVIDE 4"x3" REDUCER DOWNSTREAM OF VALVES TO TRANSITION TO 4" DUCTILE IRON PIPE
REMOVE EXISTING PIPE
THROUGH WALL AND
PROVIDE 3" DUCTILE IRON
SPOOL PIECE (FLANGE x
RESTRAINED FLANGE
ADAPTER) WITH LINK-SEAL
THROUGH WALL; APPLY
COATING SYSTEM TO PIPE
OPENING AND WALLS
BEFORE INSTALLING PIPE
NOTE: INSTALL VALVES IN
APPROX. SAME LOCATION AS
ORIGINAL WITH ADJUSTMENTS
TO MAKE OPERATING NUT
ACCESSIBLE FROM WALKWAY
WALL-BASE KEYWAY REPAIRS
REMOVE FAILING / LOOSE GROUT AT KEYWAYS. CUT EDGES VERTICAL
AT 1/8" DEPTH MINIMUM TO ENSURE SUFFICIENT DEPTH FOR REPAIR
MATERIAL. PROVIDE EPOXY MODIFIED CEMENTITIOUS MORTAR FOR
AREAS UP TO 1/4" DEPTH OR CEMENTITIOUS REPAIR MORTAR FOR
DEEPER SECTIONS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS TO REPLACE REMOVED MATERIAL.
File details come from the government source that posted it. Updated .