Addendum 2.pdf

PDF 1 MB Posted

Attached to
Meadowlake Golf Course Irrigation Pump Station Upgrade
Solicitation number
M-2420C
Issued by
Garfield County, Oklahoma

About this file

This document is an engineering drawing for an addendum related to the Meadowlake Golf Course Irrigation Pump Station Upgrade project in Enid, Oklahoma. The hydraulic piping plan details a pump station upgrade featuring a 40HP primary pump and a 3HP sustain pump, with specific components including check valves, isolation valves, a stainless steel enclosure, pressure transducer, electromagnetic flow meter, and a control cabinet. The drawing provides a technical schematic for connecting to existing 6" city mainlines and irrigation infrastructure, with precise measurements and placement instructions for the new pump station components.

The drawing specifies technical specifications for the irrigation mainline using HDPE PE4710 DR 13.5 piping, and indicates that power will be pulled from an existing power source, with the booster pump station location to be finalized in coordination with the owner. The design includes detailed hydraulic piping plans with a north-oriented layout at a scale of 1"=20'-0", and includes reference notes for contractors to field verify connection points, power sources, and existing infrastructure. The document is dated 07/20/21 and appears to be part of a detailed engineering plan for upgrading the irrigation infrastructure at the Meadowlake Golf Course.

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Addendum 1.pdf PDF
M-2420C Bid Package.pdf PDF

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Text version

POC 1 POC 2

BP1

3 3

H

EXISTING 6" MAINLINE

6"

8"

8"

SYMBOL DESCRIPTION

EXISTING PUMP STATION BUILDING.

EXISTING FIRE HYDRANT LOCATION. SHOWN FOR REFERENCE

ONLY.

EXISTING IRRIGATION POINT OF CONNECTION. CONTRACTOR TO

FIELD VERIFY ACTUAL LOCATION.

BOOSTER PUMP STATION LOCATION. COORDINATE FINAL

LOCATION WITH OWNER. POWER TO BE PULLED FROM EXISTING

POWER SOURCE. CONTRACTOR TO FIELD VERIFY.

CONNECTION INTO EXISTING 6" MAINLINE. CONTRACTOR TO FIELD

VERIFY.

REFERENCE NOTES SCHEDULE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

IRRIGATION MAINLINE: HDPE PE4710 DR 13.5

IRRIGATION SCHEDULE

DATENO.

DESCRIPTIONBY

THIS DRAWING AND DESIGN, IS THE

PROPERTY OF WATERTRONICS AND IS

NOT TO BE REPRODUCED IN WHOLE OR

PART, NOR EMPLOYED FOR ANY PURPOSE

OTHER THAN SPECIFICALLY PERMITTED IN

WRITING BY WATERTRONICS.

THIS DRAWING LOANED AND SUBJECT

TO RETURN ON DEMAND JOB NO.:

NTSSCALE:

DRAWN BY:

OF

DRAWING NO.

DATE:

SHEET SHEETS

TITLE:

WATERTRONICS

CHECKED BY: DATE:

CHK DATE CHK BY

00/00/00--- MEADOWLAKE GOLF COURSE

WMBV-9000-1--40/5VMS-460-3-700-105

PRST14492

07/20/21DMP

-----/--/-- REVISION-NOTE: --- ---

STATION COMPONENTS:

A 40HP PUMP AND MOTOR

B 3HP SUSTAIN PUMP AND MOTOR

C CHECK VALVE

D PUMP ISOLATION VALVE

E N/A

F PAINTED STAINLESS ENCLOSURE (SANDSTONE)

G PRESSURE TRANSDUCER W/ GAUGE

H PAINTED STEEL BASE (SANDSTONE)

I ELECTROMAGNETIC FLOW METER

J N/A

K STATION DISCHARGE ISOLATION VALVE

L STATION INLET ISOLATION VALVE

M CONTROL CABINET

N 3KVA TRANSFORMER AND LOAD CENTER

O CONTROL BOX

CONCEPT DRAWING ONLY

NOT TO BE USED FOR CONSTRUCTION

CONTROL CABINET

60"X30"X16"

8"FL X 8"FL INLET PIPE

8"FL X 8"FL DISCHARGE DROP PIPE

90"

BASE

4"

BASE

4"

4"

54"

BASE

O

A

B

C D

F

G

H

I

K

L M

N

PUMP STATION SPECIFICATIONS:

NAME: MEADOWLAKE GOLF COURSE

STATION MODEL:

WMBV-9000-1-40/5VMS-460-3-700-105

STATION TOTAL PERFORMANCE:

700 GPM @ 105 PSI

INLET PRESSURE - 50 PSI

BOOST PRESSURE - 55 PSI

PUMP HORSEPOWER:

SUSTAIN PUMP: 3 HP

PUMP NO.1: 40 HP

CHECK VALVE SIZE

SUSTAIN: 2"

PUMP NO.1: 6"

ISOLATION VALVE SIZES:

SUSTAIN PUMP: 2"

PUMP NO.1: 6"

DISCHARGE ISOLATION VALVE: 8"

RELIEF VALVE SIZE: N/A

POWER REQUIREMENTS:

460V, 60 HZ, 3 PH, 65 FLA

132"

SLAB

96"

SLAB

DEPTH DETERMINED

BY CONTRACTOR

8" DUCTILE IRON SPOOL

NEW 6" TEE TO TIE INTO EXISTING

CITY MAINLINE

NEW 8"

IRRIGATION MAIN

NEW 6" INLET PIPE

CONNECT TO EXISTING

IRRIGATION 6" PIPE

CONNECT TO EXISTING

IRRIGATION 6" PIPE

EXISTING ISOLATION

VALVE

EXISTING ISOLATION

VALVE

EXISTING PUMP STATION

INSTALL BLIND FLANGE

AT EXISTING IRRIGATION

SUPPLY POINT OF CONNECTION

METER, VAULT AND BACK-FLOW PREVENTER

BY CITY

EXISTING 6" CITY MAIN

HYDRAULIC PIPING PLAN

SCALE: 1"=20'-0"NORTH

REVISIONS:

SHEET #:

D R

AW

IN

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SC

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DATE:

DRAWN BY:

DESIGNED BY:

REVIEWED BY:

05/15/2024

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1" =2

0' -0

PC

PC

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\C ol e' s Pr oj ec ts \M ea do w la ke \M ea do w la ke P um p

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PUMP STATION DETAIL PUMP STATION PLAN DETAIL

AutoCAD SHX Text

ERIK CHRISTIANSEN DESIGN GROUP, LTD.

AutoCAD SHX Text

400 5TH STREET WEST DES MOINES, IOWA 50265-0036

AutoCAD SHX Text

PHONE (515) 225-6365

AutoCAD SHX Text

FAX (515) 225-6366

Meadowlake Pump Station_Addendum #2.pdf
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