2-STPLCHASE LS UPG combined 9-24-26 comp.pdf
PDF 2 MB Posted
- Attached to
- EMC Steeplechase Lift Station Upgrade Project
- Solicitation number
- EMC-FY27-06
- Issued by
- Utah County, Enoch City, Utah
About this file
This construction drawing set is for the Steeplechase Lift Station Upgrade Project submitted by Eagle Mountain City's Wastewater Department, with design prepared by JWO Engineering, PLLC. The project involves the removal of an existing 4'x4' flow meter vault and two existing 2-inch pumps, followed by installation of a new 12'x6'x12' precast concrete vault, two new 3-inch Flygt Concertor 6020 N80 pumps with bases and guide rails, associated piping and valve components, a new 4-inch Endress & Hauser flow meter, and safety equipment including a 48"x48" EJ hatch with fall protection and retro-grate fall protection on the existing wet well opening. The project is located at 1000 N Pony Express Parkway in Eagle Mountain City, south of the existing Wastewater Treatment Facility. The absolute final completion date for all work is December 31, 2026. Long lead items including the precast vault, EJ hatch, Val-Matic valves and plugs, Flygt pumps, control panel, and check valves will be furnished by the owner for contractor installation; all other equipment and materials must be supplied by the bidder.
The contractor shall have sole responsibility for jobsite safety, obtain all necessary permits and comply with applicable regulations, maintain work within existing right-of-way and easements, preserve and protect existing improvements at contractor expense, field verify existing utility locations and invert elevations, contact Blue Stakes to locate and protect utilities, provide temporary access for affected businesses and residents, and submit a comprehensive bypass plan for approval to allow continuous operation during construction. The project requires a 5% bid bond with the bidding documents, insurance verification with bid submission and Certificate of Insurance at contract signing, and 100% performance and payment bonds posted at contract signing. Work shall conform to Eagle Mountain City Design Standards and Public Improvement Specifications and APWA trench backfill materials standards. The contractor is solely responsible for repair of any utilities damaged during operations and shall coordinate all relocations and shut downs with utility owners prior to work commencement.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Construction Agreement-Updated 03.2026.pdf | ||
| 1-EMC Steeplechase Liftstation Upgrade Project.pdf |
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Text version
PROJECT VICINITY MAP PROJECT LOCATION MAP
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT STATION
UPGRADE PROJECT
PROJECT: #009-2025-004
DATE: 09/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
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NTS
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CONSTRUCTION DRAWINGS FOR
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EAGLE MOUNTAIN CITY
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INDEX OF DRAWINGS
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SHEET
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DRAWING TITLE
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DWG NO.
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GENERAL
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TITLE, INDEX OF DRAWINGS, PROJECT LOCATION AND VICINITY MAPS
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GENERAL NOTES, CONTACTS AND ABBREVIATIONS
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CIVIL
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SITE PLAN
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PIPING PLAN
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SECTION VIEW
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SAMPLE BYPASS PLAN
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DETAILS
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PROJECT VICINITY
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EMC WWTP
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PROJECT LOCATION
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NO. 190844
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JARED
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OLDROYD
PROJECT: #009-2025-004
DATE: 09/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
AutoCAD SHX Text @ AT AT AB ANCHOR BOLT ANCHOR BOLT ADD'L ADDITIONAL ADDITIONAL AL ALUMINUM ALUMINUM APPROX APPROXIMATE APPROXIMATE ASSY ASSEMBLY ASSEMBLY BEG BEGINNING BEGINNING BLDG BUILDING BUILDING C CONDUIT CONDUIT CB CATCH BASIN CATCH BASIN CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CL CENTERLINE CENTERLINE CLR CLEAR, CLEARANCE CLEAR, CLEARANCE CO CLEAN OUT BOX CLEAN OUT BOX CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CPLG COUPLING COUPLING CTRD CENTERED CENTERED CTR CENTER CENTER CU FT CUBIC FOOT CUBIC FOOT DEFL DEFLECTION DEFLECTION DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DWG DRAWING DRAWING DWL DOWEL DOWEL E EAST EAST EA EACH EACH EG EXISTING GRADE EXISTING GRADE EL ELEVATION ELEVATION ELB ELBOW ELBOW ELEV ELEVATION ELEVATION EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EP EDGE OF PAVEMENT EDGE OF PAVEMENT EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EXIST EXISTING EXISTING FG FINISH GRADE FINISH GRADE FL FLOW LINE FLOW LINE FLG FLANGE FLANGE FLR FLOOR FLOOR FNSH FINISH FINISH FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING G GAS GAS GA GAGE OR GAUGE GAGE OR GAUGE GALV GALVANIZED GALVANIZED GE GROOVED END GROOVED END GPM GALLONS PER MINUTE GALLONS PER MINUTE GS GAS SERVICE LATERAL GAS SERVICE LATERAL HORIZ HORIZONTAL HORIZONTAL HP HORSE POWER HORSE POWER HSS HIGH STRENGTH STEEL HIGH STRENGTH STEEL IE INVERT ELEVATION INVERT ELEVATION INV INVERT INVERT JT JOINT JOINT LF LINEAR FEET LINEAR FEET LG LONG LONG LT LEFT LEFT MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MUTCD MANUAL UNIFORM TRAFFIC CONTROL DEVICES MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS N NORTH NORTH NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OPNG OPENING OPENING PH POTHOLE POTHOLE PI PRESSURE IRRIGATION PRESSURE IRRIGATION PS PUMPED SEWER PUMPED SEWER PT POINT POINT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PW POTABLE WATER POTABLE WATER R RADIUS RADIUS RCP REINFORCED CONCRTE PIPE REINFORCED CONCRTE PIPE RCB REINFORCED BOX CULVERT REINFORCED BOX CULVERT RDCR REDUCER REDUCER REINF REINFORCED, REINFORCING REINFORCED, REINFORCING REQD REQUIRED REQUIRED RT RIGHT RIGHT RW RAW WATER RAW WATER S SOUTH SOUTH SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SIM SIMILAR SIMILAR SLP SLOPE SLOPE SPD SUMP PUMP DISCHARGE SUMP PUMP DISCHARGE SPEC SPECIFICATION (S) SPECIFICATION (S) SQ SQUARE SQUARE SS SANITARY SEWER SANITARY SEWER SST STAINLESS STEEL STAINLESS STEEL STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STRL STRUCTURAL STRUCTURAL STRUCT STRUCTURE STRUCTURE T&B TOP AND BOTTOM TOP AND BOTTOM TBC TOP BACK CURB TOP BACK CURB TDH TOTAL DEPTH IN HEAD TOTAL DEPTH IN HEAD TEL TELEPHONE TELEPHONE THK THICK OR THICKNESS THICK OR THICKNESS TOA TOP OF ASPHALT TOP OF ASPHALT TOG TOP OF GRATE TOP OF GRATE TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UTBC UNTREATED BASE COURSE UNTREATED BASE COURSE VCP VENT PIPING VENT PIPING W WATER OR WEST WATER OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WV WATER VALVE WATER VALVE WSTP WATERSTOP WATERSTOP WS WATER SERVICE LATERAL WATER SERVICE LATERAL
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ABBREVIATIONS
AutoCAD SHX Text GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH EAGLE MOUNTAIN CITY DESIGN STANDARDS AND PUBLIC IMPROVEMENT ALL WORK SHALL BE IN CONFORMANCE WITH EAGLE MOUNTAIN CITY DESIGN STANDARDS AND PUBLIC IMPROVEMENT SPECIFICATIONS. 2. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SAFETY OF THE JOBSITE. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SAFETY OF THE JOBSITE. 3. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL ENTITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL KEEP ALL CONSTRUCTION WORK WITHIN THE EXISTING ROAD RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES, CONTRACTOR SHALL KEEP ALL CONSTRUCTION WORK WITHIN THE EXISTING ROAD RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLES AND EQUIPMENT, MATERIALS, BYPASS OPERATIONS, TRENCH EXCAVATION AND BACKFILL MATERIAL. 5. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, FENCES, CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, FENCES, LANDSCAPING, TREES, CURB AND GUTTER, MAILBOXES, SIDEWALK, AND OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION ACCORDING TO THE SPECIFICATIONS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION, AT THE SOLE EXPENSE OF THE CONTRACTOR. 6. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES BEFORE ANY CONSTRUCTION. 7. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS REQUIRED TO CONTACT BLUE STAKES AND IS RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH ANY REQUIRED UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS. ANY DISCREPANCIES OBSERVED BY THE CONTRACTOR SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 8. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY ACCESS FOR ALL BUSINESSES AND RESIDENTS IMPACTED BY CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY ACCESS FOR ALL BUSINESSES AND RESIDENTS IMPACTED BY CONSTRUCTION OF THE PROJECT.
AutoCAD SHX Text CONTACTS OWNER EAGLE MOUNTAIN CITY WASTEWATER DEPARTMENT MACK STRAW 801-789-6676 BRODY KINDER 801-789-6691 DESIGN FIRM ENGINEER JWO ENGINEERING, PLLC JARED OLDROYD PE 801-828-7805 OTHER CONTACTS BLUE STAKES 811
AutoCAD SHX Text PROJECT NOTES 1. WORK SHALL INCLUDE REMOVAL OF EXISTING 4'X4' VAULT, BYPASS PUMPING, INSTALLATION OF VAULT, PUMPS, VALVE, PIPING AND WORK SHALL INCLUDE REMOVAL OF EXISTING 4'X4' VAULT, BYPASS PUMPING, INSTALLATION OF VAULT, PUMPS, VALVE, PIPING AND APPURTENANCES AS SHOWN ON THE PLANS. 2. OWNER SHALL FURNISH THE FOLLOWING ITEMS TO BE INSTALLED BY THE CONTRACTOR: OWNER SHALL FURNISH THE FOLLOWING ITEMS TO BE INSTALLED BY THE CONTRACTOR: 12'X6'X12' PRECAST CONCRETE VAULT (1) 48"X48" EJ HATCH (1) 3" VAL-MATIC PLUG VALVE (3) 3" VAL-MATIC CHECK VALVE (2) 4" ENDRESS & HAUSER MAG METER (1) 3" FLYGT CONCERTOR 6020 N80 PUMP WITH BASE AND RAILS (2) CONCERTOR FLYGT PUMP CONTROL PANEL (1) 3" PROCOR DUCKBILL CHECK VALVE (1) 3. TRENCHING AND PAVEMENT REPLACEMENT SHALL FOLLOW EAGLE MOUNTAIN CITY IMPROVEMENT AND DESIGN STANDARDS AND APWA TRENCHING AND PAVEMENT REPLACEMENT SHALL FOLLOW EAGLE MOUNTAIN CITY IMPROVEMENT AND DESIGN STANDARDS AND APWA TRENCH BACKFILL MATERIALS. 4. CONTRACTOR SHALL SUBMIT THEIR OWN BYPASS PLAN FOR REVIEW AND APPROVAL. CONTRACTOR SHALL SUBMIT THEIR OWN BYPASS PLAN FOR REVIEW AND APPROVAL.
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NO. 190844
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JARED
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P O
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A Y
PROJECT: #009-2025-004
DATE: 09/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
SCALE: 1" = 10'
10 2052.50
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EXISTING 72" SEWER WET WELL
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EXISTING 4" SEWER FORCE MAIN HDPE DR17 (NOT IN SERVICE)
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EXISTING GENERATOR
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EXISTING FLOW METER VAULT
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EXISTING 12" RECYCLED WATER (PRESSURE)
AutoCAD SHX Text POSSIBLE ORDER OF CONSTRUCTION 1. TURN OFF EXISTING 2" SOUTH PUMP, DISCONNECT AND REMOVE TURN OFF EXISTING 2" SOUTH PUMP, DISCONNECT AND REMOVE FROM EXISTING PIPING, INCLUDING EXISTING RAILS.. 2. INSTALL NEW 3" SOUTH PUMP, BASE AND RAILS AND CORE DRAIN INSTALL NEW 3" SOUTH PUMP, BASE AND RAILS AND CORE DRAIN PIPE. 3. CONNECT BYPASS PUMPING THROUGH DRAIN CORE TO EXISTING 4" CONNECT BYPASS PUMPING THROUGH DRAIN CORE TO EXISTING 4" SFM AND TURN ON 3" SOUTH PUMP. 4. TURN OFF EXISTING 2" NORTH PUMP, DISCONNECT AND REMOVE. TURN OFF EXISTING 2" NORTH PUMP, DISCONNECT AND REMOVE. 5. FLUSH EXISTING 3" SFM, ALLOW TO DRAIN BACK INTO WET WELL FLUSH EXISTING 3" SFM, ALLOW TO DRAIN BACK INTO WET WELL BEFORE REMOVING PIPING AND INSTALLING NEW 3" NORTH PUMP. 6. INSTALL VAULT AND NORTH PUMP PIPING TO FLOW METER, AND INSTALL VAULT AND NORTH PUMP PIPING TO FLOW METER, AND WYE AND SOUTH PLUG VALVE.. 7. QUICK DISCONNECT BYPASS AND INSTALL FINAL 4" SPOOL TO QUICK DISCONNECT BYPASS AND INSTALL FINAL 4" SPOOL TO CONNECT NEW NORTH PUMP TO EXISTING 4" SFM. 8. COMPLETE REMAINING WORK.COMPLETE REMAINING WORK.
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EXISTING 10" SEWER
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EXISTING 12" RECYCLED WATER (GRAVITY)
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EXISTING RECYCLED WATER PUMP STATION
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NO. 190844
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JARED
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OLDROYD
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EXISTING 3" SEWER FORCE MAIN HDPE DR17
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REMOVE EXISTING 4'X4' FLOW METER VAULT
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EXISTING CHLORINE BUILDING
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INSTALL NEW 12'X6'X12' VALVE VAULT AND ASSOCIATED PIPING
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REMOVE AND REPLACE EXISTING PUMPS
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RELOCATE EXISTING BOLLARD
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INSTALL AND CONNECT NEW CONTROL PANEL TO NEW PUMPS AND SCADA
* POSSIBLE ORDER OF POSSIBLE ORDER OF CONSTRUCTION SHOWN, CONTRACTOR SHALL SUBMIT THEIR OWN ORDER OF CONSTRUCTION PLAN FOR REVIEW AND APPROVAL. * ORDER OF CONSTRUCTION ORDER OF CONSTRUCTION SHALL ALLOW FOR CONTINUOUS OPERATION OF THE PUMPING OPERATIONS OF THE EXISTING WET WELL.
PROJECT: #009-2025-004
DATE: 09/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
AutoCAD SHX Text 12.00'
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EXISTING 3" SEWER FORCE MAIN, HDPE DR17
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EXISTING 4" SEWER FORCE MAIN, HDPE DR17 (NOT IN SERVICE)
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AA
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REMOVE EXISTING PUMPS
REMOVE EXISTING CROSS, VALVES AND ASSOCIATED PIPING
PIPING SECTION
DATE: 09/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
AutoCAD SHX Text
4831.13 CL ELEV
AutoCAD SHX Text
4828.69 ELEV
AutoCAD SHX Text
4842.21 ELEV
AutoCAD SHX Text
4842.25 ELEV
AutoCAD SHX Text
4831.13 CL ELEV
AutoCAD SHX Text
4827.53 CL ELEV
AutoCAD SHX Text 12.00'
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AutoCAD SHX Text 6.00'
AutoCAD SHX Text 5.85'
AutoCAD SHX Text
4811.00 ELEV
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NEW 12'X6'X12' VALVE VAULT
AutoCAD SHX Text
EXISTING PAVED SURFACE
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AA
AutoCAD SHX Text C03
AutoCAD SHX Text
EXISTING 3" VENT PIPE
AutoCAD SHX Text
EXISTING 3" DRAIN PIPE
AutoCAD SHX Text
REMOVE EXISTING VALVE OPERATORS AND EXTENSIONS
AutoCAD SHX Text
REMOVE EXISTING GUIDE RAILS
AutoCAD SHX Text
REMOVE EXISTING CROSS, VALVES AND ASSOCIATED PIPING
AutoCAD SHX Text
REMOVE EXISTING PUMPS
AutoCAD SHX Text
REMOVE EXISTING 4'X4' METER VAULT
EXISTING 72" SEWER WET WELL
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
AutoCAD SHX Text C04
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING 72" SEWER WET WELL AND PUMPS
AutoCAD SHX Text R
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EXISTING 3" SEWER FORCE MAIN, HDPE DR17
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EXISTING 4" SEWER FORCE MAIN, HDPE DR17 (NOT IN SERVICE)
AutoCAD SHX Text
* SAMPLE BYPASS SHOWN, CONTRACTOR SHALL SUBMIT THEIR OWN SAMPLE BYPASS SHOWN, CONTRACTOR SHALL SUBMIT THEIR OWN BYPASS PLAN TO BE USED FOR REVIEW AND APPROVAL. * APPROXIMATE LENGTH OF BYPASS IS 50 LF AS SHOWN. APPROXIMATE LENGTH OF BYPASS IS 50 LF AS SHOWN. * BYPASS PIPING SHALL SLOPE UP TO EXISTING 4" SEWER FORCE BYPASS PIPING SHALL SLOPE UP TO EXISTING 4" SEWER FORCE MAIN AND HAVE NO HIGH POINTS.
AutoCAD SHX Text CONNECT TO EXISTING 4" HDPE SEWER FORCE MAIN IN THE HORIZONTAL POSITION. RECONNECT EXISTING SEWER FORCE MAIN TO ENTER NEW VAULT WITH STRAIGHT PIPE. THERE SHALL BE NO FITTINGS WITHIN 1' OF THE EXTERIOR OF THE NEW VAULT. SEE ORDER OF CONSTRUCTION ON SHEET C01 FOR MORE DETAILS.
AutoCAD SHX Text CONNECT TO NEW 3" PVC SEWER DISCHARGE PIPING. USE NEW DRAIN PIPE CORE FOR BYPASS HOSE.
THERE SHALL BE NO HIGH POINT BETWEEN THE WET WELL AND BYPASS CONNECTION.
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 7
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
STEEPLECHASE LIFT
STATION UPGRADE
PROJECT
CONSTRUCTION NOTES
1. REMAIN IN PLACE
2. INSTALL 3" DI WYE
3. INSTALL 3" DI 45 DEGREE ELBOW
4. INSTALL 3" DI TEE WITH 3" CAM LOCK CONNECTION
5. INSTALL 3" DI SPOOL
6. INSTALL 3" VAL-MATIC CHECK VALVE WITH
BACKFLOW ACTUATOR AND MECHANICAL
INDICATOR
7. INSTALL 3" VAL-MATIC ECCENTRIC PLUG VALVE,
FULL PORT WITH OPERATING NUT
8. RELOCATE EXISTING 3" FLOW METER
9. 3" FLANGE ADAPTER
10. INSTALL 3" DI 90 DEGREE ELBOW WITH 3" CAM
LOCK CONNECTION
11. INSTALL 3" FLYGT CONCERTOR 6020 N80 PUMP,
BASE AND GUIDE RAILS.
12. INSTALL 3"X4" DI REDUCER
13. INSTALL 4" DI SPOOL
14. INSTALL 4" FLOW METER, PROMAG BY
ENDRESS+HAUSER
15. INSTALL 4" FLANGE ADAPTER
16. INSTALL PIPE SUPPORT
17. INSTALL 3" PVC SCH 80, 90 DEGREE ELBOW
18. INSTALL 3" PVC SCH 80 PIPE
19. INSTALL 3" PVC SCH 40, DRAIN PIPE WITH MIN 2%
SLOPE, ELBOW AND 1' DOWN PIPE EXTENSION IN
WET WELL WITH 3" PROFLEX DUCKBILL CHECK
VALVE.
20. CORE AND GROUT SEAL FOR PIPE
21. INSTALL NEW PRECAST 12'X6'X12' VAULT WITH
12"X12" SUMP AND DRAIN, AND LADDER PER
DETAIL.
22. INSTALL 48"X48" EJ HATCH WITH FALL
PROTECTION
23. RELOCATE EXISTING BOLLARD
24. FURNISH AND INSTALL FALL PROTECTION ON
EXISTING WET WELL OPENING, RETRO-GRATE X1S,
MODEL A48A48CAAAAA, INSTALL PER
MANUFACTURER.
LADDER DETAIL
AutoCAD SHX Text D01
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| STPLCHASE_LS_UPG_EX-EX SITE.pdf |
| Sheets and Views |
| Layout1 |
| EMC_STEEPLECHASE_UG_NOTES-NOTES.pdf |
| Sheets and Views |
| NOTES |
| EMC_STEEPLECHASE_UG_SHEETS-C01 SITE PLAN.pdf |
| Sheets and Views |
| C01 SITE PLAN |
| EMC_STEEPLECHASE_UG_SHEETS-C02 LS PIPING PLAN.pdf |
| Sheets and Views |
| C02 LS PIPING PLAN |
| EMC_STEEPLECHASE_UG_SHEETS-C03 LS SECTION.pdf |
| Sheets and Views |
| C03 LS SECTION |
| EMC_STEEPLECHASE_UG_SHEETS-C04 TEMP BYPASS.pdf |
| Sheets and Views |
| C04 TEMP BYPASS |
| EMC_STEEPLECHASE_UG_SHEETS-D01 DETAILS.pdf |
| Sheets and Views |
| D01 DETAILS |
File details come from the government source that posted it. Updated .