PLAN SET-R.pdf

PDF 1 MB Posted Mar 17, 2025

Attached to: Hamm & Phillips Sanitary Sewer Lift Station Rehab
Solicitation number: S-2505C
Issued by: Garfield County, Oklahoma

About this file

Written by GovTribe AI · Apr 10, 2025

This document appears to be a plan set for the Hamm & Phillips Lift Station project for the City of Enid in Garfield County, Oklahoma (project number S-2505C). The plan set provides technical details for a sanitary sewer lift station rehabilitation, specifically showing a side elevation view of typical lift station details. A key note indicates that the contractor needs to clean out and address a rusted ladder and platform at the bottom of the pit.

The project seems focused on preventative maintenance and minor upgrades to an existing sanitary sewer lift station infrastructure, with specific attention to addressing structural deterioration of access components. While the provided document fragments do not reveal complete pricing or funding details, the plan set suggests a targeted infrastructure improvement effort aimed at restoring and maintaining critical municipal wastewater infrastructure functionality.

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HAMM & PHILLIPS LIFT STATION

CITY OF ENID

GARFIELD COUNTY, OKLAHOMA

S-2505C

The City Of Enid, Oklahoma

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66TH ST.

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54TH ST.

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WILLOW RD.

AutoCAD SHX Text Business Loop

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CHESTNUT AVE.

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4TH ST

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RANDOLPH AVE.

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OWEN K. GARRIOTT ROAD

AutoCAD SHX Text Business Loop

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30TH STREET

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42ND STREET

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OAKWOOD ROAD

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PHILLIPS AVE.

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PURDUE AVE.

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CARRIER RD.

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CLEVELAND ST.

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VAN BUREN

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GARLAND RD.

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WHEATRIDGE RD.

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RANDOLPH AVE.

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WILLOW RD.

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RUPE AVE.

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SOUTHGATE RD.

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VANCE AIR FORCE BASE

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FOX DR.

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AutoCAD SHX Text not to scale

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GRAND AVE.

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YALE AVE.

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16TH STREET

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6TH ST

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PRINCETON

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10TH STREET

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HAMM & PHILLIPS .ST

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02429 N 30 TH ST

AutoCAD SHX Text Telephone: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text City Engineer

AutoCAD SHX Text Index of Sheets

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TITLE

AutoCAD SHX Text Cover

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text

AutoCAD SHX Text 2-3

AutoCAD SHX Text Existing lift Station details

AutoCAD SHX Text Project Engineer

AutoCAD SHX Text Kamalakar Maraboyina

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CITY OF ENID CONTACTS

AutoCAD SHX Text City Manager

AutoCAD SHX Text Jerald Gilbert

AutoCAD SHX Text Jason Unruh, P.E.

AutoCAD SHX Text City Engineer

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CITY COMMISSIONERS

AutoCAD SHX Text Rob Stallings

AutoCAD SHX Text Frank Baker

AutoCAD SHX Text David Mason

AutoCAD SHX Text Cheryl Patterson

AutoCAD SHX Text Derwin Norwood

AutoCAD SHX Text Ward 5

AutoCAD SHX Text Ward 6

AutoCAD SHX Text Ward 1

AutoCAD SHX Text Ward 2

AutoCAD SHX Text Ward 3

AutoCAD SHX Text Ward 4

AutoCAD SHX Text Mayor

AutoCAD SHX Text Whitney Roberts

AutoCAD SHX Text Scott Orr

AutoCAD SHX Text

UTILITY CONTACTS

AutoCAD SHX Text Company

AutoCAD SHX Text Contact

AutoCAD SHX Text Phone #

AutoCAD SHX Text Suddenlink

AutoCAD SHX Text Oklahoma Natural Gas

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AT&T

AutoCAD SHX Text Director of Public Utilities

AutoCAD SHX Text Oklahoma Gas & Electric

AutoCAD SHX Text Joseph Mojica

AutoCAD SHX Text David Hunter

AutoCAD SHX Text Bryan Brown

AutoCAD SHX Text Keith Ward

AutoCAD SHX Text Scott Blodgett

AutoCAD SHX Text 405-743-6180

AutoCAD SHX Text 580-249-2353

AutoCAD SHX Text 580-249-2230

AutoCAD SHX Text 580-278-4378

AutoCAD SHX Text 580-231-3349

AutoCAD SHX Text Storm Water Management

AutoCAD SHX Text Ashley Humphrey

AutoCAD SHX Text 580-616-7311

AutoCAD SHX Text Pioneer Telephone Co.

AutoCAD SHX Text 580-541-4228

AutoCAD SHX Text Joshua Brown

AutoCAD SHX Text James Thomas

AutoCAD SHX Text 580-231-1217

AutoCAD SHX Text Water Production

AutoCAD SHX Text Traffic Control

AutoCAD SHX Text Michael Williams

AutoCAD SHX Text 580-616-7337

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ONE NET

AutoCAD SHX Text 888-566-3638

AutoCAD SHX Text Murali Katta, P.E.

AutoCAD SHX Text Director of Engineering

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AutoCAD SHX Text Lift station details kmaraboyina Line kmaraboyina Text Box

NOTE:

This drawing is for reference only.

Not for the construction.

kmaraboyina Line kmaraboyina Text Box

NOTE:

This drawing is for reference only.

Not for the construction.

V E

R T

P I P

G U

I D

R A

I L

P I P

E S

C O

N C

A L L

316 SS PUMP GUIDE RAIL &

PIPE SUPPORT BRACKET

'C' 'D'

'A' 'B'

" 'F' 6

'G'

PLAN VIEW

SECTION A-A

CONC. WALL

1 2

WALL ANGLE

VERTICAL PIPE

SUPPORT ANGLE

LEFT PIPE

RAIL PLATE

WALL ANGLE

"Ø U-BOLT

"Øx0'-2

" HEX

HEAD BOLT

w/2 HVY. HEX

NUTS (TYP.)

" THICK 316 SS

PLATE

3'-0"

"Ø x0'-10 'HILTI' EXP. BOLT (2" EXPOSED), w/2 HVY. HEX NUTS (TYP.)

8"8"8" 6"

"Ø HOLES FOR

"Ø BOLTS (TYP.)

'H' 2

CONCRETE

OVERHANG

TOP SUPPORT &

BRACKET FOR

GUIDE RAIL PIPES

6" 6"

PIPE RAIL

PLATES

VERTICAL PIPE

SUPPORT ANGLE

"Ø HOLES FOR

"Ø BOLTS (TYP.)

WALL ANGLE

SECTION B-B

WALL ANGLE

TOP VIEW

1'-3

" 1'-3

" 2

3'-0"

6" 8" 8" 8" 6"

9" 9" 3"

2'-0"

'J'

VERTICAL PIPE SUPPORT ANGLE

SECTION C-C

VERTICAL PIPE SUPPORT ANGLE

TOP VIEW

L 4x4x

316 SS

L 4x4x

316 SS

"Ø U-BOLT

DETAIL

"Ø HOLES FOR

"Ø BOLTS (TYP.)

"Ø HOLES FOR

"Ø 'HILTI' EXPANSION BOLTS

(TYP.)

"Ø HOLES FOR

"Ø BOLTS (TYP.)

1 2

Y P

H R

E A

D S

"Ø x 'L' LONG

U-BOLT

'J'

NOTE: CENTER OF WALL ANGLE

TO BE ALIGNED WITH CENTER

OF WALL PIPE ABOVE.

RIGHT PIPE RAIL PLATE

(LT. PLATE OPPOSITE)

TOP VIEW

1 2

3 4

1 2

7 8

" THICK 316 SS

PLATE

SIDE ELEVATION VIEW

PUMP GUIDE RAIL & PIPE SUPPORT BRACKET - VARIABLE DIMENSIONS

STR #

VERT.

PIPE

DIA.

A B C D E F G H J K L M

1 0'-4"

NOTE: ALL DIMENTIONS " A" THROUG " M " ARE BASED ON EXISTING LOCATION OF DELIVEY PIPES OF PUMP AND GUIDE RAILS

TYPICAL LIFT STATION DETAILS

ITEM

No.

4" FLGxFLG "T"

4" FLGxFLG 90° BEND

4" CHECK VALVE

4" GATE VALVE

ARV SEWAGE TYPE

PUMP STATION EQUIPMENT SCHEDULE

8" ALUMINUM CLEANING PIPE SCH 40

4" FLGxFLG

PIPE SUPPORT BRACKET

STAINLES STELL GUIDE RAIL WITH

SUPPORT

SLIP ATTACHMENT RECEPTACLE

DESCRIPTION

2 X 5.5 HP PUMP 325 GPM

HAMM AND PHILLIPS LIFT

STATION

11 CONTROL PANEL / AUTO DIALER

2 X 22

2 X 25 FT

1 X 30 FT

2 X 5

UNITS

LFT.

12 BASE ELBOW ON PREFAB 3/8" PLATE

1EA

SUBMERSIBLE PUMP WITH 50' EXTENDED

POWER CABLE

NOTE:

CONTRACTOR NEED TO CLEAN OUT LADDER AND PLAT FORM

WHICH IS RUSTED OUT AT THE BOTTEM OF PIT.

1EA

SEAL AND EPOXY REINFORCED LINING

INSIDE THE WELL

PROTECTIVE SHADE FOR CONTROL

PANEL PER ENGINEER,COMPLETE

IN PLACE

CONTACK FRANK FOR DESIGN,

SUBMIT SUBMITTAL

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 72"

AutoCAD SHX Text 4" Check Valve

AutoCAD SHX Text 4" Gate Valve

AutoCAD SHX Text Ductile Iron Pipe

AutoCAD SHX Text 4" PVC Force Main

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 6'-0"

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SLOPE

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SLOPE

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(1) Pump On

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(2) Pumps On

AutoCAD SHX Text Alarm

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text Typical Duplex Prefabricated Lift Station

AutoCAD SHX Text Plan View

AutoCAD SHX Text Cross Section

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text Guide Rail Brace

AutoCAD SHX Text Alarm/Control Panel

AutoCAD SHX Text 4" PVC Pipe

AutoCAD SHX Text

EL = 1222.0 +

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FL IN = 1215.46

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BOTTOM EL =

AutoCAD SHX Text 1197.0

AutoCAD SHX Text Two(2) Submersible Non-Clog Sewage

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ELEV. = 1207.0

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ELEV. = 1204.5

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ELEV. = 1199.5

AutoCAD SHX Text Asper Specifications attached.

AutoCAD SHX Text 8" aluminum cleaning pipe sch 40

AutoCAD SHX Text 8" aluminum cleaning pipe sch 40 . Locate as per field condition

AutoCAD SHX Text

1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION 2. CONTRACTOR SHALL PAY FOR ANY FEES OR CHARGES REQUIRED CONTRACTOR SHALL PAY FOR ANY FEES OR CHARGES REQUIRED BY THE UTILITY COMPANIES, VERIFY FURNISHED ITEMS WITH O.G. & E. 3. CONTROLS SHALL BE COMPATIBLE WITH THE CITY OF ENID'S CONTROLS SHALL BE COMPATIBLE WITH THE CITY OF ENID'S SCADA SYSTEM. ACCEPTABLE PUMP MANUFACTURERS ARE ACCEPTABLE PUMP MANUFACTURERS ARE GRUNDFOS OR GORMAN RUPP PUMP AND CONTROLS AS PROVIDED BY HAYNES EQUIPMENT COMPANY, OKLAHOMA CITY, OK, (405) 755-1357. CONTRACTOR SHALL FURNISH AUTOMATION DIRECT PLC'S AND AUTOMATION DIRECT PLC'S AND OUTDOOR RATED TOUCHSCREENS TO SEE DATA LOCALLY. COVERINGS OF SOME TYPE OVER THE PANEL TO KEEP DIRECT SUNLIGHT OFF OF. PLC'S ( DO-06AR), PRESSURE TRANSDUCER, PLC'S ( DO-06AR), PRESSURE TRANSDUCER, ANTENNA, CONTROL PANEL, ETC. TO MEET CITY OF ENID SPECIFICATIONS. CONTACT FRANK SWEET 580-616-7338 CITY OF ENID TECH SERVICES. 4. CONTRACTOR SHALL INSTALL ALL PIPING, VALVES, ELECTRICAL CONTRACTOR SHALL INSTALL ALL PIPING, VALVES, ELECTRICAL AND CONTROL WIRING TO PROVIDE FOR A COMPLETE AND OPERATING LIFT STATION SYSTEM. THE SYSTEM SHALL BE TEST RUN AT A MINIMUM OF THREE TIMES TO ASSURE THE SYSTEM IS OPERATIONAL. 5. CONTRACTOR SHALL THOROUGHLY CLEAN EACH STRUCTURE CONTRACTOR SHALL THOROUGHLY CLEAN EACH STRUCTURE PRIOR TO INSTALLATION OF PUMPS AND PIPING. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING BURIED UTILITIES. CONTRACTOR SHALL NOTIFY 'OKIE' AT 1-800-522-6543 PRIOR TO ANY EXCAVATION 7. CONTRACTOR SHALL CONTACT AND COORDINATE WITH OG&E FOR CONTRACTOR SHALL CONTACT AND COORDINATE WITH OG&E FOR METER POLE LOCATION. NEW SERVICE SHALL BE 120/208, 3 PH, 4 WIRE. 8. PUMP MFR. SHALL PROVIDE SUFFICIENT LENGTH POWER AND PUMP MFR. SHALL PROVIDE SUFFICIENT LENGTH POWER AND CONTROL CABLES NECESSARY FOR DEPTH OF THE LIFT STATION. 9. CONTRACTOR SHALL PRESSURE AND LEAKAGE TEST THE FORCE CONTRACTOR SHALL PRESSURE AND LEAKAGE TEST THE FORCE MAIN TO 100 PSI FOR (2) HOURS AND PROVIDE BLOCKING AT FITTINGS. 10. ALL DISTURBED SOIL SHALL BE COMPACTED TO 95% STD ALL DISTURBED SOIL SHALL BE COMPACTED TO 95% STD PROCTOR DENSITY INCLUDING UNDER AND AROUND STRUCTURES AND PIPING 11. EACH LIFT STATION REQUIRES CLEANING BYPASS PUMPING AND EACH LIFT STATION REQUIRES CLEANING BYPASS PUMPING AND INSTALLING BASE ELBO PLATE. 12. SEAL AND EPOXY REINFORCED LINING INSIDE THE WELLSEAL AND EPOXY REINFORCED LINING INSIDE THE WELL

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text YOEMAN'S PUMPS OR APPROVED EQUAL, MOD. 4092.5 EACH PUMP SHALL BE RATED 7.5 HP, 1750 RPM MOTORS WILL USE 208V, 60HZ, 4 WIRE ELECTRIC SERVICE PUMPS SHALL PRODUCE 325 GPM AT 27 FEET-TDH AND HANDLE 3" SHEREPUMPS SHALL HAVE 4" DISCHARGE AND BE NON-CLOG WITH 4"X4" BASE ELBOW DUPLEX CONTROL PANEL, NEMA 3R WITH PEDESTAL AND CHORD GRIPS AND THE FOLLOWING: INNER DOOR RUN LIGHTS SEAL AND THERMO SENSORS WITH LIGHT ALARM LIGHT AND HORN RUN TIME METERS H-O-A SWITCHES ALTERNATOR LIGHTING ARRESTOR PHASE MONITOR FLYGT ITT FLUID TECH. ENH-10 LEVEL CONTROL SYSTEM (BACK-UP) PRESSURE TRANSDUCER SENSAPHONE AUTODIALER PANAMAX SURGE PROTECTORS (IN PUMP PANEL) DURING ALARM CONDITION THE CONTROL SYSTEM SHALL ACTIVATE A RADIO SIGNAL WITHIN THE CITY'S SCADA SYSTEM FOR THE FOLLOWING CONDITIONS: POWER FAILURE TO PUMPS WATER IN WET WELL RISES TO HIGH WATER FLOAT MOISTURE IS DETECTED IN THE OIL BETWEEN THE SHAFT SEALS

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Cad File:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

AutoCAD SHX Text Sheet:

AutoCAD SHX Text of

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REVISIONS

AutoCAD SHX Text Number

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text

FEB. 2025

AutoCAD SHX Text N.T.S

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SEE FILE

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ENID, OKLAHOMA

AutoCAD SHX Text S-2025C

AutoCAD SHX Text

PLAN & SECTION

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WILLOW ROAD & 30TH STREET.

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HAMM & PHILLIPS LIFT STATION

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REHABILITATION

AutoCAD SHX Text %%uContacts:

AutoCAD SHX Text Murali Katta, P.E., Director of Engineering

AutoCAD SHX Text Kamalakar maraboyina, Project Engineer

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

SHT_1- S-2505- COVER SHEET

Sheets and Views

Cover Page

SHT-2-SSD 315U FORCE MAIN-HALLIBURTON-30TH AND WILLOW-2

SHT-3-SSD 315U FORCE MAIN-HALLIBURTON-30TH AND WILLOW 2

SHT-4- S-2505-Typical Lift station-R-

Sheets and Views

Layout2

SHT-4- S-2505-Typical Lift station-R-1-.pdf

Sheets and Views

Layout2

SHT_1- S-2505- COVER SHEET-R.pdf

Sheets and Views

Cover Page

SHT-4- S-2505-Typical Lift station-R-2-.pdf

Sheets and Views

Layout2

S-2505-Typical Lift station Final.pdf

Sheets and Views

Layout2

File details come from the government source that posted it. Updated Apr 10, 2025.