Ridgway Lift Station Drawings.pdf
PDF 6 MB Posted
- Attached to
- Ridgway SP - Lift Station Replacements, REPLACE
- Solicitation number
- IFB1 : 2024000147
- Issued by
- Ouray County, Colorado
About this file
The document provided contains construction drawings for the Ridgway State Park Lift Station Replacement project, which is being procured by the Colorado Parks and Wildlife department. The project involves the replacement of multiple lift stations throughout the Ridgway State Park, including stations at PA-CO-CHU-PUK, Dutch Charlie, Elk Ridge, and Dallas Creek areas. Key details include:
The project has an IFB (Invitation for Bid) number of IFB1: 2024*0147, with a pre-bid conference scheduled for 03/06/2024 at 10:00 am and bid opening on 03/27/24 at 1:30 pm. The construction drawings provide details on the new lift station designs, including concrete pads, fiberglass wetwell structures, above-ground pumps, electrical equipment, and associated piping and forcemain work. The project is split into multiple locations across the state park, with each lift station having specific pump operating conditions and wet well parameters detailed.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ADDENDUM 1.pdf | ||
| Questions_ | — | |
| Ridgway LS.pdf | ||
| SBP-6.14 BidBond.docx | DOCX document | |
| Pre-Bid Attendance List_ Lift Station Replacement.pdf | ||
| Q_ | — | |
| APPENDIX.pdf | ||
| Pre-Bid Meeting Agenda_Lift Station.pdf |
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Text version
Ridgway State Park Lift Station Replacement
CONSTRUCTION DRAWINGS
PROJECT I.D. NO. C21RG1 / C22RG1
IFB1: 2024*0147
PRE-BID CONFERENCE: 03/06/2024 10:00 am
BID OPENING: 03/27/24 at 1:30 pm
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PARKS & WILDLIFE PROJECT CONTACTS
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CAPITAL DEVELOPMENT SECTION
AutoCAD SHX Text 303-291-7391
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PARK MANAGER: JOHN FREEBORN
AutoCAD SHX Text 970-626-5822 X17
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REGIONAL ENGINEER: PATRICK MCKEEVER
AutoCAD SHX Text 970-375-6704
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DESIGN ENGINEER: JOEL CATLIN
AutoCAD SHX Text 303-291-7387
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DATE
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BY
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DESIGNER:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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JOC
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C21RG1/C22RG1
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COVER SHEET
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OF 18
AutoCAD SHX Text FOR BURIED UTILITY INFORMATION CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) OR COMMON GROUND ALLIANCE (CGA)
AutoCAD SHX Text Project Address: 28555 HWY 550, RIDGWAY, CO Project Location: OURAY COUNTY Latitude: 38°12'45.26"N Longitude: 107°44'3.54"W
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PROJECT VICINITY MAP
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PROJECT LOCATION MAP
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AutoCAD SHX Text Dutch Charlie Site Map 1
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AutoCAD SHX Text Dutch Charlie Site Map 2
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Details 5
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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C21RG1/C22RG1
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OF 18
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PROPOSED LIFT STATION REPLACEMENT PA-CO-CHU-PUK G-LOOP
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PROPOSED LIFT STATION REPLACEMENT PA-CO-CHU-PUK FISHERMAN'S LOOP
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PROPOSED LIFT STATION REPLACEMENT BEACH HOUSE
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PROPOSED LIFT STATION REPLACEMENT SHORELINE
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PROPOSED LIFT STATION REPLACEMENT ELK RIDGE E-LOOP
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PROPOSED LIFT STATION REPLACEMENT ELK RIDGE D-LOOP
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PROPOSED LIFT STATION REPLACEMENT BAYVIEW
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DALLAS CREEK AREA
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DUTCH CHARLIE AREA
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PA-CO-CHU-PUK (COW CREEK) AREA
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EXISTING LIFT STATION WWTP
N
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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C21RG1/C22RG1
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FEET
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PA-CO-CHU-PUK SITE MAP
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G-LOOP LIFT STATION
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FISHERMAN'S LIFT STATION
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PROJECT NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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C21RG1/C22RG1
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PA-CO G-LOOP LS
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FEET
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PA-CO-CHU-PUK: G-LOOP LIFT STATION
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LIMITS OF CONSTRUCTION 50' RADIUS
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
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EX. 8" PVC SANITARY SEWER
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EX. 3" PVC FORCEMAIN
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EX. 8" PVC SANITARY SEWER
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RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~15LF)
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EXISTING ELECTRICAL BOX (INSIDE ENCLOSURE)
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PUMP OPERATING CONDITIONS
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WET WELL PERAMETERS
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CAPACITY (GPM)
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TOP OF SLAB EL.
AutoCAD SHX Text 108.50
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TOTAL DYNAMIC HEAD (FT)
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BOTTOM OF L.S. EL.
AutoCAD SHX Text 100.00
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TOTAL DYNAMIC SUCTION LIFT (FT)
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INLET CENTERLINE EL.
AutoCAD SHX Text 104.10
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MAXIMUM REPRIMING LIFT (FT)
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OUTLET CENTERLINE EL
AutoCAD SHX Text 104.10
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MAXIMUM STATIC SUCTION LIFT (FT)
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PUMP OFF EL.
AutoCAD SHX Text 100.67
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TOTAL DISCHARGE STATIC HEAD (FT)
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LEAD PUMP ON EL.
AutoCAD SHX Text 102.50
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MINIMUM SUBMERGENCE DEPTH (FT)
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LAG PUMP ON EL.
AutoCAD SHX Text 103.00
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3" FORCE MAIN LENGTH (FT)
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HIGH WATER ALARM EL.
AutoCAD SHX Text 103.50
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
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INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
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INSTALL ELECTRICAL DISCONNECT AND TRANSFER SWITCH WITH MOBILE GENERATOR CONNECTION.
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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JOC
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C21RG1/C22RG1
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PA-CO FISHERMANS LS
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PA-CO-CHU-PUK: FISHERMAN'S LIFT STATION
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LIMITS OF CONSTRUCTION 50' RADIUS
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EX. 8" PVC SANITARY SEWER
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EX. 3" PVC FORCEMAIN
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RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~65LF)
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EXISTING ELECTRICAL BOX (INSIDE ENCLOSURE)
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PUMP OPERATING CONDITIONS
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WET WELL PERAMETERS
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CAPACITY (GPM)
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TOP OF SLAB EL.
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TOTAL DYNAMIC HEAD (FT)
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BOTTOM OF L.S. EL.
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TOTAL DYNAMIC SUCTION LIFT (FT)
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INLET INV. EL.
AutoCAD SHX Text 104.20
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MAXIMUM REPRIMING LIFT (FT)
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OUTLET INV. EL
AutoCAD SHX Text 109.20
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MAXIMUM STATIC SUCTION LIFT (FT)
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PUMP OFF EL.
AutoCAD SHX Text 100.67
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TOTAL DISCHARGE STATIC HEAD (FT)
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LEAD PUMP ON EL.
AutoCAD SHX Text 102.50
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MINIMUM SUBMERGENCE DEPTH (FT)
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LAG PUMP ON EL.
AutoCAD SHX Text 103.00
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3" FORCE MAIN LENGTH (FT)
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HIGH WATER ALARM EL.
AutoCAD SHX Text 103.50
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
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INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
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C21RG1/C22RG1
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BEACH HOUSE LIFT STATION
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SHORELINE LIFT STATION
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EX. FORCEMAIN
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NEW FORCEMAIN
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NEW FORCEMAIN
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FORCE MAIN LIMITS OF CONSTRUCTION
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50' RADIUS LIFT STATION LIMITS OF CONSTRUCTION
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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C21RG1/C22RG1
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BEACH HOUSE LS
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DUTCH CHARLIE-BEACH HOUSE LIFT STATION
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EX. 2" PVC FORCEMAIN (ABANDON IN PLACE)
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RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~60LF)
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EXISTING ELECTRICAL BOX (INSIDE BLDG,)
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NEW 324 LF 3" FORCEMAIN (DIRECTIONAL DRILL)
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CONNECT NEW 3" FORCEMAIN TO EX. MH,
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LIMITS OF CONSTRUCTION 50' RADIUS
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PUMP OPERATING CONDITIONS
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WET WELL PERAMETERS
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CAPACITY (GPM)
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TOP OF SLAB EL.
AutoCAD SHX Text 115.30
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TOTAL DYNAMIC HEAD (FT)
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BOTTOM OF L.S. EL.
AutoCAD SHX Text 100.00
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TOTAL DYNAMIC SUCTION LIFT (FT)
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INLET CENTERLINE EL.
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MAXIMUM REPRIMING LIFT (FT)
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OUTLET CENTERLINE EL
AutoCAD SHX Text 112.80
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MAXIMUM STATIC SUCTION LIFT (FT)
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PUMP OFF EL.
AutoCAD SHX Text 100.67
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TOTAL DISCHARGE STATIC HEAD (FT)
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LEAD PUMP ON EL.
AutoCAD SHX Text 104.17
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MINIMUM SUBMERGENCE DEPTH (FT)
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LAG PUMP ON EL.
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3" FORCE MAIN LENGTH (FT)
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HIGH WATER ALARM EL.
AutoCAD SHX Text 104.83
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
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INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
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FINAL
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DUTCH CHARLIE-SHORELINE LIFT STATION
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SHORELINE LIFT STA. LIMITS OF CONSTRUCTION 50' RADIUS
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RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~60LF)
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EXISTING ELECTRICAL BOX (INSIDE BLDG.)
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NEW 451 LF 3" FORCEMAIN (DIRECTIONAL DRILL OR PIPE BURST)
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CONNECT NEW 3" FORCEMAIN TO EX. MH.
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PUMP OPERATING CONDITIONS
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WET WELL PERAMETERS
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CAPACITY (GPM)
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TOP OF SLAB EL.
AutoCAD SHX Text 110.00
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TOTAL DYNAMIC HEAD (FT)
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BOTTOM OF L.S. EL.
AutoCAD SHX Text 100.00
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TOTAL DYNAMIC SUCTION LIFT (FT)
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INLET CENTERLINE EL.
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MAXIMUM REPRIMING LIFT (FT)
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OUTLET CENTERLINE EL
AutoCAD SHX Text 107.50
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MAXIMUM STATIC SUCTION LIFT (FT)
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PUMP OFF EL.
AutoCAD SHX Text 100.67
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TOTAL DISCHARGE STATIC HEAD (FT)
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LEAD PUMP ON EL.
AutoCAD SHX Text 104.17
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MINIMUM SUBMERGENCE DEPTH (FT)
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LAG PUMP ON EL.
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3" FORCE MAIN LENGTH (FT)
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HIGH WATER ALARM EL.
AutoCAD SHX Text 104.83
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
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INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
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RIDGWAY STATE PARK
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FINAL
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JOC
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C21RG1/C22RG1
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DUTCH CHARLIE SITE MAP 2
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OF 18
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SCALE IN
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FEET
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DUTCH CHARLIE SITE MAP 2
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ELK RIDGE D LOOP LIFT STATION
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ELK RIDGE E LOOP LIFT STATION
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EX. FORCEMAIN
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NEW FORCEMAIN
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EX. FORCEMAIN
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NEW FORCEMAIN
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FORCEMAIN LIMITS OF CONSTRUCTION
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50' RADIUS LIFT STATION LIMITS OF CONSTRUCTION
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50' RADIUS LIFT STATION LIMITS OF CONSTRUCTION
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FORCEMAIN LIMITS OF CONSTRUCTION
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BY
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DESIGNER:
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DRAFTER:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
C21RG1/C22RG1
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ELK RIDGE D LOOP LS
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OF 18
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SCALE IN
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FEET
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ELK RIDGE-D LOOP LIFT STATION
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ELK RIDGE D-LOOP LIFT STA. LIMITS OF CONSTRUCTION 50' RADIUS
AutoCAD SHX Text
EX. 2" PVC FORCEMAIN (ABANDON IN PLACE)
AutoCAD SHX Text
RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~55LF)
AutoCAD SHX Text
EXISTING ELECTRICAL BOX (INSIDE BLDG.)
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NEW 368 LF 3" FORCEMAIN (DIRECTIONAL DRILL OR PIPE BURST)
AutoCAD SHX Text
CONNECT NEW 3" FORCEMAIN TO EX. 3" PVC FORCEMAIN
AutoCAD SHX Text
EX. 3" PVC FORCEMAIN
AutoCAD SHX Text
EX. 2" PVC FORCEMAIN FROM E-LOOP LS.
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NEW 3" FORCEMAIN FROM E-LOOP LS.
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PUMP OPERATING CONDITIONS
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WET WELL PERAMETERS
AutoCAD SHX Text
CAPACITY (GPM)
AutoCAD SHX Text
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TOP OF SLAB EL.
AutoCAD SHX Text 107.00
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TOTAL DYNAMIC HEAD (FT)
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BOTTOM OF L.S. EL.
AutoCAD SHX Text 100.00
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TOTAL DYNAMIC SUCTION LIFT (FT)
AutoCAD SHX Text
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INLET CENTERLINE EL.
AutoCAD SHX Text 105.00
AutoCAD SHX Text
MAXIMUM REPRIMING LIFT (FT)
AutoCAD SHX Text
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OUTLET CENTERLINE EL
AutoCAD SHX Text 104.50
AutoCAD SHX Text
MAXIMUM STATIC SUCTION LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
PUMP OFF EL.
AutoCAD SHX Text 100.67
AutoCAD SHX Text
TOTAL DISCHARGE STATIC HEAD (FT)
AutoCAD SHX Text
AutoCAD SHX Text
LEAD PUMP ON EL.
AutoCAD SHX Text 104.17
AutoCAD SHX Text
MINIMUM SUBMERGENCE DEPTH (FT)
AutoCAD SHX Text
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LAG PUMP ON EL.
AutoCAD SHX Text
AutoCAD SHX Text
3" FORCE MAIN LENGTH (FT)
AutoCAD SHX Text
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HIGH WATER ALARM EL.
AutoCAD SHX Text 104.83
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
AutoCAD SHX Text
INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
AutoCAD SHX Text N
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
AutoCAD SHX Text 02/24
AutoCAD SHX Text
JOC
AutoCAD SHX Text 02/24
AutoCAD SHX Text
C21RG1/C22RG1
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ELK RIDGE E LOOP LS
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OF 18
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SCALE IN
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FEET
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ELK RIDGE-E LOOP LIFT STATION
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ELK RIDGE E-LOOP LIFT STA. LIMITS OF CONSTRUCTION 50' RADIUS
AutoCAD SHX Text
RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~65LF)
AutoCAD SHX Text
EXISTING ELECTRICAL BOX (INSIDE BLDG.)
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NEW 350 LF 3" FORCEMAIN (DIRECTIONAL DRILL)
AutoCAD SHX Text
EX. 2" PVC FORCEMAIN (ABANDON IN PLACE)
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NEW 3" FORCEMAIN FROM D-LOOP LS.
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EX. 2" PVC FORCEMAIN FROM D-LOOP LS.
AutoCAD SHX Text
CONNECT NEW 3" FORCEMAIN TO EX. 3" PVC FORCEMAIN
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PUMP OPERATING CONDITIONS
AutoCAD SHX Text
WET WELL PERAMETERS
AutoCAD SHX Text
CAPACITY (GPM)
AutoCAD SHX Text
AutoCAD SHX Text
TOP OF SLAB EL.
AutoCAD SHX Text 107.00
AutoCAD SHX Text
TOTAL DYNAMIC HEAD (FT)
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BOTTOM OF L.S. EL.
AutoCAD SHX Text 100.00
AutoCAD SHX Text
TOTAL DYNAMIC SUCTION LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
INLET CENTERLINE EL.
AutoCAD SHX Text 105.00
AutoCAD SHX Text
MAXIMUM REPRIMING LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
OUTLET CENTERLINE EL
AutoCAD SHX Text 104.50
AutoCAD SHX Text
MAXIMUM STATIC SUCTION LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
PUMP OFF EL.
AutoCAD SHX Text 100.67
AutoCAD SHX Text
TOTAL DISCHARGE STATIC HEAD (FT)
AutoCAD SHX Text
AutoCAD SHX Text
LEAD PUMP ON EL.
AutoCAD SHX Text 104.17
AutoCAD SHX Text
MINIMUM SUBMERGENCE DEPTH (FT)
AutoCAD SHX Text
AutoCAD SHX Text
LAG PUMP ON EL.
AutoCAD SHX Text
AutoCAD SHX Text
3" FORCE MAIN LENGTH (FT)
AutoCAD SHX Text
AutoCAD SHX Text
HIGH WATER ALARM EL.
AutoCAD SHX Text 104.83
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
AutoCAD SHX Text
INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
AutoCAD SHX Text N
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
LIFT STATION REPLACEMENT
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
C21RG1/C22RG1
AutoCAD SHX Text
DALLAS CREEK SITE MAP
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OF 18
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SCALE IN
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FEET
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DALLAS CREEK SITE MAP
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BAYVIEW LIFT STATION
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EX. FORCEMAIN
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NEW FORCEMAIN
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FORCEMAIN LIMITS OF CONSTRUCTION
AutoCAD SHX Text
50' RADIUS LIFT STATION LIMITS OF CONSTRUCTION
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
RIDGWAY STATE PARK
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
LIFT STATION REPLACEMENT
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
C21RG1/C22RG1
AutoCAD SHX Text
DALLAS CR - BAYVIEW LS
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OF 18
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SCALE IN
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FEET
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DALLAS CREEK-BAYVIEW LIFT STATIONS
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EX. 2" PVC FORCEMAIN (ABANDON IN PLACE)
AutoCAD SHX Text
DALLAS CR-BAYVIEW LIFT STA. LIMITS OF CONSTRUCTION 50' RADIUS
AutoCAD SHX Text
RUN NEW BURIED ELECTRICAL CABLE TO EXISTING ELECTRICAL BOX (~35LF)
AutoCAD SHX Text
EXISTING ELECTRICAL BOX (INSIDE BLDG.)
AutoCAD SHX Text
NEW 187 LF 3" FORCEMAIN (DIRECTIONAL DRILL OR PIPE BURST)
AutoCAD SHX Text
CONNECT NEW 3" FORCEMAIN TO EX. ABSORPTION BED HEADER
AutoCAD SHX Text
PUMP OPERATING CONDITIONS
AutoCAD SHX Text
WET WELL PERAMETERS
AutoCAD SHX Text
CAPACITY (GPM)
AutoCAD SHX Text
AutoCAD SHX Text
TOP OF SLAB EL.
AutoCAD SHX Text 108.80
AutoCAD SHX Text
TOTAL DYNAMIC HEAD (FT)
AutoCAD SHX Text
AutoCAD SHX Text
BOTTOM OF L.S. EL.
AutoCAD SHX Text 100.00
AutoCAD SHX Text
TOTAL DYNAMIC SUCTION LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
INLET CENTERLINE EL.
AutoCAD SHX Text 105.00
AutoCAD SHX Text
MAXIMUM REPRIMING LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
OUTLET CENTERLINE EL
AutoCAD SHX Text 106.30
AutoCAD SHX Text
MAXIMUM STATIC SUCTION LIFT (FT)
AutoCAD SHX Text
AutoCAD SHX Text
PUMP OFF EL.
AutoCAD SHX Text 100.67
AutoCAD SHX Text
TOTAL DISCHARGE STATIC HEAD (FT)
AutoCAD SHX Text -5
AutoCAD SHX Text
LEAD PUMP ON EL.
AutoCAD SHX Text 104.17
AutoCAD SHX Text
MINIMUM SUBMERGENCE DEPTH (FT)
AutoCAD SHX Text
AutoCAD SHX Text
LAG PUMP ON EL.
AutoCAD SHX Text
AutoCAD SHX Text
HIGH WATER ALARM EL.
AutoCAD SHX Text 104.83
AutoCAD SHX Text PUMP AND WET WELL INFORMATION IS DETERMINED, AS BEST AS CAN BE DETERMINED, FROM RECORDS ON FILE. CONTRACTOR TO FIELD VERIFY PUMP AND WET WELL INFORMATION PRIOR TO ORDERING PUMP EQUIPMENT.ORDERING PUMP EQUIPMENT.
AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING LIFT STATION PUMPS. FILL EX. WET WELL WITH FLOWFILL. (SEE NEW WET WELL DETAIL, SHT. 15).
AutoCAD SHX Text CONSTRUCT NEW 10'X12'X6" CONCRETE PAD AND NEW 5' DIA. FIBERGLASS WETWELL. CONNECT EXISTING INLET AND OUTLET PIPING TO NEW WET WELL. CPW PROJECT MANAGER TO VERIFY LOCATION IN THE FIELD.
AutoCAD SHX Text
INSTALL NEW ABOVE GROUND PUMPS. (SEE NEW LIFT STATION DETAIL, SHT. 14).
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AutoCAD SHX Text C
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AutoCAD SHX Text 2-3/4
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AutoCAD SHX Text C
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5/8" FOUNDATION BOLT
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4 REQ'D
AutoCAD SHX Text C
AutoCAD SHX Text C
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AutoCAD SHX Text L
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STATION
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WETWELL
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REMOVABLE ACCESS
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PANEL 45" X 48"
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2 SIDES
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48" REQ'D FOR HINGED
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ACCESS PANEL
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48" REQ'D FOR HINGED
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ACCESS PANEL
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STATION &
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WETWELL
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SQUARE
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2 REQ'D
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6" DIA. HOLE FOR
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SERVICE LINES
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24" DIA. MANHOLE
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PROPOSED 5' DIA. WETWELL
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4" DISCHARGE LINE
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6" MIN. HOLE
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OR
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6" DISCHARGE LINE
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8" MIN. HOLE
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%%UPLAN VIEW
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FIBERGLASS REINFORCED
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PLASTIC ENCLOSURE
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COMPLETELY REMOVABLE
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FOR MAJOR SERVICE
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REQUIREMENTS
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THIS AREA OPEN TO PAD.
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INSTALLER MUST SEAL
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ALL THRU CONNECTIONS
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TO WETWELL GAS TIGHT.
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VARIES
AutoCAD SHX Text 60"
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AIR BELL
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INCREASING ELBOW
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SUCTION LINE
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EX. 3" FORCEMAIN
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INFLUENT SEWER
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LIFT STATION MANUFACTURER TO HERE
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%%UELEVATION VIEW
AutoCAD SHX Text 1"
AutoCAD SHX Text 31-1/4
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AutoCAD SHX Text C
AutoCAD SHX Text L
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DISCHARGE
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SUCTION
AutoCAD SHX Text 16-1/2
AutoCAD SHX Text 25-1/2
AutoCAD SHX Text 30-3/8
AutoCAD SHX Text 36-7/8
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6" MIN. HOLE
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4" SUCTION LINE
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%%UPLAN VIEW
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C STATION
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4 REQ'D
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4" BOLT PROJECTION
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FROM PAD
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FIBERGLASS REINFORCED
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PLASTIC ENCLOSURE
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COMPLETELY REMOVABLE
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FOR MAJOR SERVICE
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REQUIREMENTS.
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PUMP NO. 1
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PUMP NO. 2
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SQUARE
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48" REQUIRED FOR HINGED
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ACCESS PANEL
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2" NPT SERVICE
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ENTRANCE
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CONNECTION
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48" REQUIRED FOR HINGED
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ACCESS PANEL
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REMOVABLE ACCESS
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PANEL 45" X 48", 2 SIDES
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DISCHARGE
AutoCAD SHX Text C
AutoCAD SHX Text L
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SUCTION
AutoCAD SHX Text C
AutoCAD SHX Text L
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AutoCAD SHX Text 16-1/2
AutoCAD SHX Text 25-1/2
AutoCAD SHX Text 36-7/8
AutoCAD SHX Text 30-3/8
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NOTE: ALL SUCTION AND
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DISCHARGE CONNECTIONS
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ARE 125# FLANGE
AutoCAD SHX Text 31-1/4
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AutoCAD SHX Text 1"
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6" DISCHARGE LINE, 8" MIN. HOLE
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OR
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4" DISCHARGE LINE, 6" MIN. HOLE
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4" SUCTION LINE, 6" MIN. HOLE
AutoCAD SHX Text
6" DIA. HOLE FOR
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SERVICE LINES
AutoCAD SHX Text
THIS AREA OPEN TO PAD
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INSTALLER MUST SEAL
AutoCAD SHX Text
ALL THRU CONNECTIONS
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TO WET WELL GAS TIGHT.
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4 X 4 X 4 AS SHOWN
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4 X 4 X 6 WITH INCREASER
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AutoCAD SHX Text 2-3/4
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5/8" FOUNDATION BOLTS
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MATCH EX. FORCEMAIN
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%%UELEVATION VIEW
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%%UPLAN VIEW
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(2 REQUIRED)
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ITEM
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DESCRIPTION
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MAT'L & SIZE
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PUMP
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MOTOR
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CHECK VALVE
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MOTOR CONTROL PANEL
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STEEL
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CAST IRON
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CAST IRON
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CAST IRON
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PLUG VALVE
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BELT GUARD
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STEEL
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text T4A-B
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CAST IRON
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%%UNOTE:%%U ALL DETAILS NOT TO SCALE.
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ALL DIMENSIONS SHOWN ARE IN INCHES.
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6" THICK REINFORCED CONCRETE PAD
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AutoCAD SHX Text
10'X12'X6"THICK CONC. PAD
AutoCAD SHX Text DETAILS SHOWN ARE FOR A GORMAN-RUPP 6'X6' ABOVE GROUND LIFT STATION WITH DUPLEX PUMPS. ANY APPROVED EQUAL LIFT STATIONS MAY REQUIRE DIFFERENT DIMENSIONS.
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VARIES
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4"X3" 90 DEG BEND
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DATE
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
AutoCAD SHX Text 02/24
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JOC
AutoCAD SHX Text 02/24
AutoCAD SHX Text
C21RG1/C22RG1
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DETAILS 1
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OF 18
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NEW LIFT STATION DETAIL
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4" MAGNETIC FLOW METER
4" MAGNETIC FLOW METER
C
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WETWELL
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STATION &
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WETWELL
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DATE
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
C21RG1/C22RG1
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DETAILS 2
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OF 18
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EX. INFLUENT PIPE
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EX. 48" WET WELL
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NEW CONNECTING PIPE (MATCH EX. INFLUENT PIPE DIAMETER)
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NEW 60" FRP WET WELL
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PLAN VIEW
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SECTION VIEW
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EX. INFLUENT PIPE
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EX. 48" WET WELL
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NEW CONNECTING PIPE (MATCH EX. INFLUENT PIPE DIAMETER)
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NEW 60" FRP WET WELL
NEW WET WELL DETAIL
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
JOC
AutoCAD SHX Text 08/23
AutoCAD SHX Text
C21RG1/C22RG1
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DETAILS 3
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OF 18
DUTCH CHARLIE LIFT STATIONS - EXISTING
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
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JOC
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C21RG1/C22RG1
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DETAILS 4
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OF 18
DALLAS CREEK LIFT STATION - EXISTING
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
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CHIEF ENGR.:
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REVISIONS:
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DATE
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PROJECT NO.
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SHEET NO.
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RIDGWAY STATE PARK
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FINAL
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LIFT STATION REPLACEMENT
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JOC
AutoCAD SHX Text 08/23
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JOC
AutoCAD SHX Text 08/23
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C21RG1/C22RG1
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DETAILS 5
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OF 18
COW CREEK LIFT STATIONS - EXISTING
| Ridgway Lift Station Drawings.pdf |
| Sheets and Views |
| 1 Cover Sheet |
| 2 Overall Site Map |
| 3 PA-CO-CHU-PAK Site Map |
| 4 PA-CO G-Loop LS |
| 5 PA-CO Fishermans LS |
| 6 Dutch Charlie Site Map 1 |
| 7 Beach House LS |
| 8 Shoreline LS |
| 9 Dutch Charlie Site Map 2 |
| 10 Elk Ridge D Loop LS |
| 11 Elk Ridge E Loop LS |
| 12 Dallas Creek Site Map |
| 13 Dallas Cr - Bayview LS |
| 14 Details 1 |
| 15 Details 2 |
| 16 Details 3 |
| 17 Details 4 |
| 18 Details 5 |
File details come from the government source that posted it. Updated .