Addendum #1 - WTP XR System Improvements.pdf

PDF 4 MB Posted Nov 28, 2023

Attached to: WATER TREATMENT PLANT XR SYSTEM IMPROVEMENTS
Solicitation number: S-KN0010-00008774
Issued by: Klamath County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an Addendum to the drawings for the Water Treatment Plant XR System Improvements project in Newport, Oregon. The project consists of constructing an Excess Recirculation (XR) system, ground improvements, and a new garage. The addendum includes revised drawings for the XR tank, piping, and equipment layout within the existing Membrane Building. Key changes include modifications to the tank inlet and vent sizes, as well as revisions to the pump suction and discharge piping. The project is being undertaken by the City of Newport, with work to be completed per the specifications and drawings provided.

The pipe schedule, design criteria, and material specifications are outlined in the documents. The XR system includes two XR pumps, each with a capacity of 630 GPM at 116 ft TDH. Associated piping, valves, and instruments are also detailed. Construction is planned to commence following the bidding and award process, with the new XR system to be integrated with the existing membrane filtration system at the water treatment plant.

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12345678

DRAWING NUMBER

MATERIAL MASTER

DRAWING NAME

PROJECT ID

DWG SIZE

REVISION

SHEET OF

Copyright PALL CORPORATION This document may contain confidential technical data, including trade secrets proprietary to Pall Corporation. The drawing, design rights and all other disclosures in this document are the property of Pall Corporation. Unauthorized use, copying, distribution to third parties, manufacture, or reproduction in whole or in part is prohibited.

PALL Corporation

PROJECT ENGINEER

ENGINEER

CHECKER

DRAWN BY

NAME DATE

UNLESS OTHERWISE SPECIFIED, THE FOLLOWING

INFORMATION PERTAINS ONLY TO THIS SHEET

SCALE

CODE INDENTIFICATION NO.

DO NOT SCALE

FROM DRAWING

THIRD ANGLE

PROJECTION

TOLERANCE

X. ±

.X ±

.XX ±

.XXX ±

FRACTION ±

ANGLE ± DEG

DIMENSIONS ARE IN

INCHES

ONLY

MILLIMETER

ONLY

IN [mm] mm [IN]

ALL FINISHED SURFACES

μIN μm

SEE SHEET 1 FOR REVISION

17238

These commodities, technology or software may only be exported from the United States in accordance with the

Export Administration

Regulations. Diversion contrary to U.S. law is prohibited.

IMPORTANT: BEFORE ATTEMPTING TO OPERATE OR INSTALL THIS SYSTEM, IT IS ESSENTIAL TO READ AND UNDERSTAND

THIS PRODUCT'S OPERATION AND MAINTENANCE MANUAL (SHIPPED UNDER SEPARATE COVER). FAILURE TO READ THE

OPERATION AND MAINTENANCE MANUAL BEFORE ATTEMPTING TO OPERATE ANY PALL CORPORATION EQUIPMENT MAY

RESULT IN SERIOUS PERSONAL INJURY AND/OR PRODUCT DAMAGE, AND VOID ANY AND/OR ALL WARRANTIES

.XXXX ±

Pall Advanced Separation Systems Industrial, Cortland NY

SYSTEM,MF,CITY OF NEWPORT, OR. - XR ADDITION

SYSTEM P&ID

P. HOWARD

NYCS000017784

01.000297

03MAR2023

G. CEMPA 03MAR2023

TEMPLATE REV: R2013.4

X å

REVISION REVISION DESCRIPTION CHG BY PROJ ENG ENG/APVDENG/APVD ENG/APVD CHKD/APVD

SHT. 1: XR TANK INLET WAS 8IN, VENT WAS 4IN.

04 SPS

14NOV2023

JLH

27NOV2023

SPS

27NOV2023

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RACK 1

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X X X XXX GPM @ XXX TDH XX HP @ XXXX RPM VAC., 3PH (TYP. X)

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FEED (SOURCE)

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FUTURE FEED PUMP AREA BY OTHERS

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TO DRAIN

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TURBIDIMETER

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AIT

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GRAVITY DRAIN

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* PROVIDED BY OTHERS IF REQUIRED

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TO GRAVITY DRAIN

AutoCAD SHX Text NOTE: STRAINER BACKWASH CONTROL IS BASED ON TIME, WITH DIFFERENTIAL PRESSURE AS A BACKUP CONTROL.

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QIC

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XXX MICRON, XXXX GPM WITH XX HP (XXX VAC,X PH) MOTOR (TYP. 2+1)

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PIT

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DPIC

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FEED STRAINERS

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EXCESS RECIRCULATION

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PIT

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FILTRATE VENT

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IT/VALVE AIR @ 90 PSI SH. 5 @ B2.

AutoCAD SHX Text NOTES: 1. ON THIS SHEET, ALL TANKS, PIPING, TUBING, FLEXIBLE CONNECTORS, ASSY. HARDWARE, AND FIELD WIRING TO BE PROVIDED AND INSTALLED BY OTHERS. ALL VALVES, INSTRUMENTS, & PUMPS TO BE FURNISHED BY PALL CORP. FOR INSTALLATION BY OTHERS UNLESS OTHERWISE NOTED. 2. FLANGES AT ENDS OF HEADERS SHOULD BE REMOVABLE FOR CLEANOUT AND INSPECTION.

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FIT

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FIC

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MEMBRANE FEED HEADER

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SAMPLE TAP

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RACK 2

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NOTE: SEE SHEET 2 FOR RACK PIPING DETAILS.

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RACK 3

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RACK 5

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CIP/EFM SUPPLY SH. 4 @ C8.

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AIR SCRUB @ 30 PSI SH. 5 @ C2.

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RACK 6

AutoCAD SHX Text X

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VFD

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1+1 XXX GPM @ XX FT. XX HP @ XXXX RPM (TYP. 2)

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RF PUMPS

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AutoCAD SHX Text 4351B

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VFD

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PIT

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XX"

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AVG DESIGN FLOW - XXX MGD MAX DESIGN FLOW - XXX GPM

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CIP RETURN SH. 4 @ D8.

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REVERSE FILTRATION (RF)

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TURBIDIMETER

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AIT

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PROVIDED BY OTHERS IF REQUIRED

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FROM RACK FLOWMETERS SH. 2 @ B6.

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FIC

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BY OTHERS

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OPTIONAL

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CLEARWELL

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FIT

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LIT

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LSH

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LIC

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SAMPLE TAP

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7.6 MGD NET PRODUCTION

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THICK LINES = INTERCONNECT PIPING BY OTHERS

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THIN LINES = INTERNAL PIPING BY PALL.

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LEGEND

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THIS SHEET ONLY

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SAMPLE TAP

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FILTRATE HEADER MUST BE KEPT FULL AT ALL TIMES FOR RF SUPPLY

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MEMBRANE FILTRATE HEADER

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MAX DESIGN FLOW - 630 GPM

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SWING

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BWR

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VFD

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1+1 XXX GPM @ XX FT. XX HP @ XXXX RPM (TYP. 2)

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BWR PUMPS

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AutoCAD SHX Text 4351D

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VFD

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AutoCAD SHX Text X

AutoCAD SHX Text T-4008

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BWR TANK

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AutoCAD SHX Text 2204-1

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LIT

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LSH

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VFD

AutoCAD SHX Text 3510-1

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630 GPM @ 116 FT. 30 HP @ 3600 RPM 460 VAC (TYP. 2)

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XR PUMPS

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VFD

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XR TANK

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LIT

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LSHH

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FIT

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FIC

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LSLL

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AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

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1100 GAL.

AutoCAD SHX Text NOTE: ALL PIPING, PIPE SUPPORTS, GASKETS, HARDWARE, WIRING, VFD'S AND EXPANSION JOINTS SUPPLIED AND INSTALLED BY OTHERS.

AutoCAD SHX Text 6"

AutoCAD SHX Text V

AutoCAD SHX Text 4351-2

AutoCAD SHX Text S

AutoCAD SHX Text 3"

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24 VDC

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24 VDC

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AutoCAD SHX Text 6"

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OVERFLOW

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RACK 4 PIPING NOT SHOWN

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RF/AS DRAIN

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RF/AS DRAIN

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BACKWASH RECOVERY EXCESS RECIRC.

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EXCESS RECIRC.

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AutoCAD SHX Text 6" srthomson Text Box 6" srthomson Pen srthomson Callout Remove reducer srthomson Cloud srthomson Callout Pump suction piping, HV 3506-1 & 2 changed to 6" for Addendum #1

Project No.:

Scale:

Revision:

Drawing No.

Title

C lie nt /P ro je ct

Permit/Seal

C on su lta nt

Dsgn. Chkd. YYYY.MM.DDDwn.

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

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T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

File Name: 06284G-602

ORIGINAL SHEET - ANSI D

\p w _w or kin g\ w tr\ an dr jo hn so n\ d0

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2002006284

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.0 8.

C O

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.1 1.

AOMT

NO SCALE

PIPE SCHEDULE, DESIGN

CRITERIA AND SCHEDULES

G-602

AO AO

O N

XRR

DRAIN

OVERFLOW

XR SYSTEM RETURN

VENT

FUNCTION

THIS LIST INCLUDES SOME LINES

NOT USED IN THIS PROJECT

A4" DIA AND SMALLER 6" DIA AND LARGER 4" DIA AND SMALLER 6" DIA AND LARGER

PV01, PV08 PV01, PV08 -- --

PV01 PV08PV01 PV01, PV08

EXPOSED PIPING BURIED PIPING

PV01 PV01 -- --

PIPING MATERIALS (SEE GENERAL NOTES AT THE RIGHT AND PIPE MATERIAL SHEET)

PV01 PV01 -- --

TEST

MEDIUM

MINIMUM

TEST

PRESSURE

(PSI)

25 WATER (a)

50 WATER

LEAKAGE

ALLOWANCE

FIELD TEST REQUIREMENTS

WATER

XRI XR SYSTEM INLET PV01 PV01 -- -- WATER

SHEET KEYNOTES

#" XXX (##)

MATERIAL GROUP NUMBER

FLUID ABBREVIATIONPIPE DIAMETER

TYPICAL PIPE DESIGNATION:

LEAKAGE ALLOWANCE IS AS FOLLOWS:

(a) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE.

B. NO SUBSTITUTIONS UNLESS ACCEPTED BY THE ENGINEER PER THE

SPECIFICATIONS.

C. ISOLATE XRR AND XRI PIPING FROM THE MEMBRANE RACKS PRIOR TO PRESSURE TESTS.

D. FOR PIPE LINING AND COATING, SEE SPECIFICATIONS.

E. VALVES SHALL BE INDICATED ON THE DRAWINGS. IF VALVE TYPE IS NOT INDICATED ON

THE DRAWINGS, THIS TABLE PROVIDES GENERAL GUIDANCE FOR APPROPRIATE VALVES

TO USE FOR EACH PIPING SYSTEM.

F. SEE SPECIFICATION SECTION 01 10 00 IDENTIFYING RESPONSIBLE PARTIES FOR

EQUIPMENT PROCUREMENT AND INSTALLATION.

DGROUP

NO VALVES, 6" AND SMALLER FITTINGSPIPE

GENERAL SHEET NOTES

1. CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED THUS:

PIPING SCHEDULE - FLUID ABBREVIATIONS

PIPING SCHEDULE - MATERIALS

SPEC

ITEM VALUE UNIT

XR EQUALIZATION TANK

VOLUME 1100 GALLON

DIAMETER 64 INCHES

HEIGHT 90 INCHES

MATERIAL HDPE EA

XR SYSTEM PUMPS

NUMBER OF PUMPS 2 EA

PUMP MAXIMUM FLOW 630 GPM

DESIGN POINT TDH 116 FEET

PUMP VFDS 2 EA

PUMP TYPE END SUCTION CENTRIFUGAL EA

PUMP OPERATION 1 + 1 -

DESIGN CRITERIA

MFF MEMBRANE FILTER FEED -- CS08 -- -- WATER

(a) (a)

C125

125 WATER (a)-- CU01 --POTABLE WATER CU01PW

CS08 WELDED STEEL, AWWA C200, LINED, FABRICATED. -WELDED STEEL, AWWA C200, LINED -

CU01 COPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED,

HARD TEMPERED WHERE EXPOSED.

WROUGHT COPPER OR CAST BRONZE, ASME B16.22, SILVER SOLDER

JOINT, 150 PSI, OR COMPRESSION FITTINGS.

BRONZE, SILVER SOLDER JOINT, GLOBE: CRANE #1310 OR STOCKHAM B-14T. CHECK: CRANE #1342 OR

36, OR STOCKHAM B-309Y OR B-345. GATE: CRANE #426 OR STOCKHAM B-104 OR B-105.

PV01 PVC, SCH 80, TYPE I, SOCKET SOLVENT WELD JOINTS, ASTM D2467.

SOLVENT SHALL BE COMPATIBLE WITH FLUID SERVICE.

PVC, BALL, BUTTERFLY OR LIFT CHECKPOLYVINYL CHLORIDE (PVC), ASTM D1785,

SCH 80, TYPE I.

40 05 31.13

PV08 POLYVINYL CHLORIDE (PVC), GRAVITY DWV PIPE,

ASTM D2665/D1785, SCH 40, IPS DIAMETER (1/4" TO 24").

PVC DWV, ASTM D2665. PVC, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK: NIBCO/CHEMTROL, MCCANNA-MARPAC, OR

GEORGE FISCHER SLOANE.

77866 PE

OREGON

EXPIRES:

N G I N E E

ADAM I. ODELL

REG

ISTERED PROFESSIONAL

DEC. 12, 2012

12-31-24

Project No.:

Scale:

Revision:

Drawing No.

Title

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Th e

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Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

File Name: 06284C-101

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SHEET KEYNOTES

A. DEMOLISH AND REMOVE EXISTING CONCRETE WALL AS SHOWN.

B. PROPOSED CONTRACTOR STAGING AND STORAGE. THE CONTRACTOR STORAGE

AREA MAY BE UTILIZED FOR STOCKPILING MATERIALS, CONCRETE FORMS,

REINFORCING STEEL, AND LUMBER. NO FUEL STORAGE IS ALLOWED. STORAGE

AREAS MAY NOT BE UTILIZED UNTIL TEMPORARY EROSION AND SEDIMENT CONTROL

FACILITIES HAVE BEEN INCORPORATED AND APPROVED.

C. GARAGE, RETAINING WALL, AND POTABLE/SANITARY SERVICES ARE PART OF BID

ADDITIVE ALTERNATE 'A'.

GENERAL SHEET NOTES

1. TOTAL SITE DISTURBED AREA IS 0.94 ACRES AND 1200-C PERMIT IS NOT REQUIRED

FOR EROSION CONTROL. CONTRACTOR SHALL PREPARE EROSION CONTROL PLANS

SUBMIT FOR EROSION CONTROL PERMITS AS REQUIRED.

SITE PLAN

AJAJ

1" = 20'

C-101

0 20 400 20 40

MEMBRANE

BUILDING

CLEARWELL

LAGOON

GARAGE

FLOC TANK

(FUTURE)

GAC TANK

CONCRETE WALL

CONCRETE SPLASH PAD

CONCRETE LINED SWALE

CONTRACTOR STAGING

AND STORAGE AREA

20'-WIDE CONTRACTOR

ACCESS ROUTE FROM

NE BIG CREEK RD

GARAGE

UNNAMED ACCESS ROAD

ACCESS GATE

RIP RAP PROTECTION TO LAGOON

CHAIN LINK FENCE

77866 PE

OREGON

EXPIRES:

N G I N E E

ADAM I. ODELL

REG

ISTERED PROFESSIONAL

DEC. 12, 2012

12-31-24

XR SYSTEM IS LOCATED INSIDE THE EXISTING MEMBRANE BUILDING. SEE PROCESS

MECHANICAL DRAWINGS.

D-301

6" XRR (PV01)

PIPE BRACKET

(TYP)

D-104

ELECTRICAL CONDUIT

1 2

XR TANK

8" BUTTERFLY

VALVE

FLANGED BELLOWS

EXPANSION JOINT

(TYP OF 2) 3'-5"1'-6"5'-1"

3" VT (PV01)

TNK-3501

8" XRI (PV01)

D-911

PIPE PENETRATION

INTO

EXISTING WALL

PMP-3510-2

6" XRR (PV01)

⌀ 5'-4"

D-908

ADJUSTABLE PIPE

SUPPORT (TYP)

D-907PIPE HANGER (TYP)

CONDUIT TRAY

D-908

ADJUSTABLE PIPE

SUPPORT (TYP)

PIPE SUPPORT

BRACKET

D-946

5'-0"

TRAPEZE PIPE

HANGER (TYP)

D-924 D-911

PIPE PENETRATION THROUGH

EXISTING WALL (TYP)

HV-3506-1

HV-3506-2

8" BUTTERFLY

VALVE

6" XRI (PV01)

PMP-3510-1

FIT-3513

6" MAGNETIC

FLOW METER

FE-3513

6" XRI (PV01)

PIPE BRACKET

(TYP)

D-104

1'-0" 6"

8"x4" FLANGED

ECCENTRIC REDUCER

(TYP OF 2)

XR TANK

EQUIPMENT BASE

PER STRUCTURAL

PUMP EQUIPMENT PAD PER

STRUCTURAL (TYP OF 2)

6" DR (PV01)

6-INCH FLAP

VALVE

S-191

S-192

DS-3510-2

DS-3510-1

T h e C o n tr a ct o r sh al l v e ri fy a n d b e r e sp o n si b le f o r a ll di m e n si o n s.

O N

O T s ca le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e po rt ed t o S ta n te c w ith o u t d e la y.

T h e C o p yr ig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f

S ta n te c.

R e p ro d u ct io n o r u se f o r a n y p u rp o se o th e r th a n t h a t a u th o ri ze d b y S ta n te c is f o rb id d e n

ORIGINAL SHEET - ANSI D

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Y O

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P O

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W a te r

Tr e a tm e n t P la n t P a ll

X R

S y st e m

Im p ro v e m e n ts

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D-102

AK TS

MEMBRANE BUILDING

XR SYSTEM ENLARGED

PLAN

TSTS

SCALE: 1/2" = 1'-0"D-101

1 ENLARGED PLAN

1. SEE SPECIFICATION SECTION 01 10 00 IDENTIFYING RESPONSIBLE PARTIES FOR

EQUIPMENT PROCUREMENT AND INSTALLATION.

2. SEE P&IDS PROVIDED BY PALL CORPORATION FOR ADDITIONAL INSTRUMENTS.

GENERAL SHEET NOTES

SHEET KEYNOTES

A. PROVIDE ECCENTRIC PVC 4X8 REDUCER WITH ANSI FLANGED ENDS TO PUMP

SUCTION AND BELLOWS EXPANSION JOINT.

B. PROVIDE 8-INCH BELLOWS EXPANSION JOINT WITH ANSI FLANGED ENDS.

MANUFACTURERS: PROCO MODEL 231 OR EQUAL.

77866 PE

OREGON

EXPIRES:

N G I N E E

ADAM I. ODELL

REG

ISTERED PROFESSIONAL

DEC. 12, 2012

12-31-24

6X4

6" 6"

6"x4"

6-INCH

C C

EL 43.99

10" DIA PIPE

22" DIA PIPE

8" DIA PIPE

3" DIA PIPE

6" DIA PIPE

BLIND FLANGE

2 1/2" DIA PIPE

8" DIA PIPE

6" DIA PIPE

8" DIA PIPE

2 1/2" DIA PIPE

16"x16" SA

2 1/2" DIA PIPE

2" DIA PIPE

6" DIA PIPE

1 1/2" DIA PIPE

3" XRI (PV01)

1" DR (PV01)F

CL EL 57.16

6" XRI (PV01)

XR INLET PIPING FROM

MEMBRANE FEED HEADER

CL EL 52.65

CL EL 54.54

EL 44.80

UNISTRUT PIPE

SUPPORT (TYP)

AIR RELIEF VALVE

(TYP OF 4)

CL EL 54.74

PIPE BRACKET

(TYP)

D-104

F1" DR (PV01)

6" XRR (PV01)

PIPE CLAMP

(TYP)

D-101ZS-1028

PNEUMATIC VALVE

ZS-1027

PNEUMATIC

VALVE

PIPE SUPPORT

FOR INDIVIDUAL

PIPES

D-939

CONNECT XR PIPING TO

EXISTING BLIND FLANGE

CONDUIT TRAY

1" DR (PV01)F

UNISTRUT PIPE

SUPPORT (TYP)

EL 43.99

6" BUTTERFLY VALVE

CL EL 50.99

CL EL 56.47

6" CHECK VALVE

ADJUSTABLE PIPE

SUPPORT (TYP)

D-908

1 2

8" BUTTERFLY

VALVE

6"x3" CONCENTRIC

REDUCER

6" XRR (PV01)

CL EL 50.73

CL EL 60.74

PMP-3510-2

6" XRI (PV01)

TNK-3501

XR TANK

AIR RELIEF VALVE

(TYP OF 2)

6" XRR (PV01)

6" XRI (PV01)

(BEHIND)

D-907PIPE HANGER (TYP)

8"x4" FLANGED

ECCENTRIC REDUCER

PIPE BRACKET D-104

PIPE CLAMP

(TYP)

D-101

2" DR (PV01)

ROLL-UP DOOR

1" DR (PV01) A

PIPE PENETRATION

INTO EXISTING WALL D-911

PIPE BRACKET D-104

FLANGED BELLOWS

EXPANSION JOINT

CL EL 45.41

HV-3506-2

D-908

CV-3509-2

DRAINAGE

PER CIVIL

D-911PIPE PENETRATION

INTO EXISTING WALL

6-INCH FLAP

VALVE

6"x2"

CONCENTRIC

REDUCER

CL EL 45.74

6" DR (PV01)

S-192

XR TANK

EQUIPMENT BASE

PER STRUCTURAL

PIPE SUPPORT

BRACKET D-946

PIPE BRACKET D-104

HV-3508-2

DS-3510-2

ADJUSTABLE PIPE

SUPPORT (TYP)

S-192 XR PUMP EQUIPMENT BASE

HV-3505

PI-3511-2

HV-3507-2

EL 43.99

1 1/2" DIA PIPE

6" CHECK VALVE

(TYP OF 2)

6" BUTTERFLY

VALVE (TYP OF 2)

4" DIA PIPE

1 1/2" DIA PIPE

1" DIA CONDUIT

3/4" DIA CONDUIT

(BEHIND)

CL EL 56.47

PIPE BRACKET

(TYP) D-104

D-908

6" XRI (PV01)

6" XRR (PV01)

PMP-3510-2

3"x6" CONCENTRIC

REDUCER (TYP OF 2)

ADJUSTABLE PIPE

SUPPORT (TYP OF 2)

CL EL 60.74

CV-3509-2

HV-3508-2

CV-3509-1

2'-1"

PMP-3510-1

1'-4"

D-946

PIPE SUPPORT

BRACKET

CL EL 50.99

DS-3510-2

DS-3510-1

HV-3508-1

T h e C o n tr a ct o r sh al l v e ri fy a n d b e r e sp o n si b le f o r a ll di m e n si o n s.

O N

O T s ca le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e po rt ed t o S ta n te c w ith o u t d e la y.

T h e C o p yr ig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f

S ta n te c.

R e p ro d u ct u se f o r a n y p u rp o se o th e r th a n t h a t a u th o ri ze d b y S ta n te c is f o rb id d e n

ORIGINAL SHEET - ANSI D

Drawing No.

Revision:

Permit/Seal

File Name: N/A

Title

R e v is io n

B y

A p p d

Y Y

.M M

.D D

Is su e d

B y

A p p d

Y Y

.M M

.D D

2 3 4 5

YYYY.MM.DDDsgn. Chkd.Dwn.

C lie n t/

P ro je c t

Project No.:2002006284

C o n su lt a n t

Scale:

A O

2023.11.10

Y O

F N

E W

P O

R T

W a te r

Tr e a tm e n t P la n t P a ll

X R

S y st e m

Im p ro v e m e n ts

N e w p o rt

St a n te c

W n d

A v e

S u it e

P o rt la n d

O re g o n

Te l:

.7 w w w .s ta n te c

.c o m

O B

C O

R U

O N

3/8" = 1'-0"

D-301

AK TS

MEMBRANE BUILDING

SECTIONS - I

TSTS

SCALE: 3/8" = 1'-0"D-101

C SECTION

SCALE: 3/8" = 1'-0"D-101

A SECTION

SCALE: 3/8" = 1'-0"D-101

B SECTION

SHEET KEYNOTES

A. ROUTE DRAIN PIPING ALONG WALL TO 6 INCHES ABOVE FLOOR.

B. PROVIDE AIR RELIEF VALVES AT HIGH POINTS OF PIPING. AIR RELIEF VALVES TO BE

COMPOSITE PLASTIC, 1-INCH DIAMETER WITH THREADED CONNECTION FOR SERVICE

UP TO 150 PSI. ISOLATION VALVE NOT REQUIRED. MANUFACTURERS OR EQUAL: A.R.I,

GEORGE FISHER.

C. PROVIDE 6-INCH FLAP VALVE TO CONNECT TO 6-INCH OVERFLOW PIPING. VALVE TO

BE STAINLESS STEEL WITH 125# ANSI FLANGE CONNECTED TO FLANGED END PVC

PIPE. MANUFACTURERS, OR EQUAL: TROY VALVE.

D. CONTRACTOR TO SUBMIT SEISMIC RESTRAINT SYSTEM AND STAMPED CALCULATIONS

FOR THE XR TANK AND PUMP. REFER TO APPENDIX A OF THE SPECIFICATIONS FOR

TANK AND RESTRAINT CUTSHEETS PROVIDED BY PALL CORPORATION.

E. CONTRACTOR TO PROVIDE UNISTRUT PIPE SUPPORTS FOR XRI PIPING CONNECTED

TO EXISTING PIPE RACK. 3 FOOT MAXIMUM SPACING BETWEEN PIPE SUPPORTS. XRI

PIPES SHALL BE SECURELY ATTACHED TO PIPE SUPPORTS. CONTRACTOR TO SUBMIT

UNISTRUT PIPE SUPPORT PER SECTION 40 05 07.

F. ROUTE DRAIN PIPE TO SUMP.

TYP RACK 1-4

1. SEE SPECIFICATION SECTION 01 10 00 IDENTIFYING RESPONSIBLE PARTIES FOR

EQUIPMENT PROCUREMENT AND INSTALLATION.

GENERAL SHEET NOTES

77866 PE

OREGON

EXPIRES:

N G I N E E

ADAM I. ODELL

REG

ISTERED PROFESSIONAL

DEC. 12, 2012

12-31-24

6"x4"

6" XRI (PV01)

EL 43.99

ELECTRICAL ROOM

(EXISTING)

MCC-102

(EXISTING)

MCC-101

A B

EL 57.99

CONDUITS

(TYP)

WALL

ELECTRICAL ROOM

EL 56.95

EL 56.54

VFD-3510-1

OF-3510-1 OF-3510-2

VFD-3510-2

EL 56.12

EL 55.70

CONDUIT PENETRATION

THROUGH EXISTING WALL

(TYP 0F 4)

D-911

T h e C o n tr a ct o r sh al l v e ri fy a n d b e r e sp o n si b le f o r a ll di m e n si o n s.

O N

O T s ca le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e po rt ed t o S ta n te c w ith o u t d e la y.

T h e C o p yr ig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f

S ta n te c.

R e p ro d u ct u se f o r a n y p u rp o se o th e r th a n t h a t a u th o ri ze d b y S ta n te c is f o rb id d e n

ORIGINAL SHEET - ANSI D

Drawing No.

Revision:

Permit/Seal

File Name: N/A

Title

R e v is io n

B y

A p p d

Y Y

.M M

.D D

Is su e d

B y

A p p d

Y Y

.M M

.D D

2 3 4 5

YYYY.MM.DDDsgn. Chkd.Dwn.

C lie n t/

P ro je c t

Project No.:2002006284

C o n su lt a n t

Scale:

A O

2023.11.10

Y O

F N

E W

P O

R T

W a te r

Tr e a tm e n t P la n t P a ll

X R

S y st e m

Im p ro v e m e n ts

N e w p o rt

St a n te c

W n d

A v e

S u it e

P o rt la n d

O re g o n

Te l:

.7 w w w .s ta n te c

.c o m

O B

C O

R U

O N

3/8" = 1'-0"

D-303

AK CheckerTS

MEMBRANE BUILDING

SECTIONS - III

TSTS

SCALE: 3/8" = 1'-0"D-101

G SECTION

1. VARIABLE FREQUENCY DRIVE (VFD) AND OUTPUT FILTER (OF) TO BE PROVIDED BY

OWNER. CONNECT TO XR PUMPS PMP-3510A AND PMP-3510B PULL CABLE TO

CONNECT VFD AND OF TO PUMPS COORDINATE WITH THE OWNER TO TEST, START

UP AND COMMISSION VFD AND OF UNITS IN COORDINATION WITH PALL COPORATION

GENERAL SHEET NOTES

77866 PE

OREGON

EXPIRES:

N G I N E E

ADAM I. ODELL

REG

ISTERED PROFESSIONAL

DEC. 12, 2012

12-31-24

PMP-3510-1 PMP-3510-2

SHEET KEYNOTES

GENERAL SHEET NOTES

1. SEE THE GENERAL NOTES ON SHEET E-001. CONDUIT AND WIRING FOR LIGHTS AND

RECEPTACLES ARE NOT SHOWN ON THIS SHEET. SEE THE MECHANICAL AND ELECTRICAL

SITE PLANS FOR ADDITIONAL WORK INCLUDING CONNECTING EXISTING EQUIPMENT.

2. SEE THE PLAN SHEETS, PANEL SCHEDULES AND CONDUIT DEVELOPMENT DIAGRAM FOR

ADDITIONAL INFORMATION.

3. PROVIDE RACEWAYS, CONDUCTORS, APPURTENANCES, ETC. FOR VENDOR PACKAGE

EQUIPMENT PER THE MANUFACTURER'S RECOMMENDATIONS, CODE, AND CONTRACT

DOCUMENTS.

POWER: "1", 3#12, #12 GND, 3/4" CONDUIT.

"3", 3#10, #10 GND, 3/4" CONDUIT.

"6", 3#6, #8 GND, 1-1/2" CONDUIT.

"7", 3#4, #8 GND, 1-1/2" CONDUIT.

"14", 3#3/0, #4 GND, 2-1/2" CONDUIT.

"24", 6#12, #12 GND, 1" CONDUIT.

"P2", 3#10, #10 GND, 3/4" CONDUIT.

"P4", SHIELDED VFD CABLE 3#6, #8 GND, 1-1/2" CONDUIT.

"P8", 3#2, #8 GND, 1-1/2" CONDUIT.

CONTROL: "43", 5#14, 3/4" CONDUIT.

"44", 6#14, 3/4" CONDUIT.

"50", 16#14, 1" CONDUIT.

"54", COORDINATE NO. OF WIRES AND CONDUIT WITH VENDOR SUPPLIED EQPT.

INSTRUMENTATION: "J2", 2 CABLES TSP #16, 3/4" CONDUIT.

"J7", 1 CABLE TST #16, 3/4" CONDUIT.

"J23", VENDOR CABLE, 3/4".

A. COORDINATE NEW CONTROL, SIGNAL DATA INPUTS AND NEW 120VAC POWER TO THE

EXISTING MAIN CONTROL PANEL, MCP, AND OTHER NETWORKS WITH THE OWNER'S

SYSTEM INTEGRATOR, THE AUTOMATION GROUP (TAG).

B. THE FOLLOWING EQUIPMENT HAS BEEN PRE-PURCHASED BY THE OWNER AND SHALL BE

INSTALLED, CONNECTED, AND MADE FULLY FUNCTIONAL BY THE CONTRACTOR: PUMPS,

PUMP MOTORS, AND THE EQUIPMENT LISTED ON DRAWING No. G-602. SEE THE

MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS.

C. PROVIDE AND TERMINATE WIRES, CABLES, AND APPURTENANCES AT EXISTING VARIABLE

FREQUENCY DRIVES(VFDs), AND VFD LINE REACTORS (LRs) INSIDE THE EXISTING MOTOR

CONTROL CENTERS.

D. SEE THE PANELBOARD SCHEDULES FOR ALL CIRCUIT BREAKERS AND FEATURES.

E. SEE THE HVAC DRAWINGS FOR HVAC EQUIPMENT ELECTRICAL REQUIREMENTS. PROVIDE

CONDUIT, CONDUCTORS AND APPURTENANCES FOR HVAC EQUIPMENT NOT PROVIDED BY

THE HVAC CONTRACTOR IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES,

CONTRACT DOCUMENTS AND EQUIPMENT MANUFACTURER REQUIREMENTS.

F. PROVIDE NEUTRAL TO GROUND LINK PER DIRECTION OF THE AUTHORITY HAVING

JURISDICTION (AHJ).

G. USE EXISTING BURIED CONDUIT BETWEEN THE EXISTING FILTRATION BUILDING AND NEW

GARAGE AS MUCH AS FEASIBLE TO MINIMIZE TRENCHING BETWEEN THE BUILDINGS.

COORDINATE USE OF EXISTING CONDUITS WITH OWNER'S ENGINEER.

H. PROVIDE CONDUITS FROM PANELBOARD PPG-208, DOORS, ETC. TO LOCATION ON GARAGE

WALL FOR FUTURE OWNER SECURITY PANEL AS SHOWN ON SHEET E-101.

TRANSFORMER

480:120/208VAC,

3PH, 4W,

15kVA, 18:41.6A

NEMA 3R

T-2011

PANELBOARD

120/208V, 3PH, 4W,

+ GROUND BUS

125 AMP

42 CKT, 14kAIC

PPG-208

60A 3P

15A CB,

LOCKABLE

45A CB,

LOCKABLE

30A 3P

15A CB,

LOCKABLE

PANELBOARD 480V, 3PH, 4W + GROUND BUS, 225 AMP, 42 CKT, 65kAIC, NEMA 12, PPG-480 (IN GARAGE)

SPD

SURGE

PROTECTIVE

DEVICE

120kA

SPDG-208

60A CB,

LOCKABLE

VFD-1801-1

MCC-101, 480V, 3PH, 3W,

600A CU BUS,

65kAIC, PARTIAL (E)

40 FLA,

TSH,

MWH

PUMP

PMP-1801-1

VFD

60A CB,

LOCKABLE

VFD-1801-2

40 FLA,

TSH,

MWH

PUMP

PMP-1801-2

VFD (E

MCC-102, 480V, 3PH, 3W,

600A CU BUS,

65kAIC, PARTIAL (E)

200AFR

200AT CB,

LOCKABLE

DS-1801-1

30HP

DS-1801-2

30HP

NEUTRAL

LUG

200AF

200AT

3P CB,

65kAIC

SERVICE

ENTRANCE

LABELED

DISCONNECT

DS-G

(IN GARAGE)#4

CS CS

44 44

48 48J7

VFD-____-_

(E)

A A

ELECTRIC

UNIT

HEATER

12.5kW

EUH-01

15.9 FLA

1/15

VFD-____-_

(E)

ELECTRIC

UNIT

HEATER

12.5kW

EUH-01

15.9 FLA

1/15

FILTRATION BUILDING

(NEW WORK IN EXISTING BUILDING)

GARAGE

(NEW BUILDING)

E E

MAN-

HOLE

(E)

XR TANK

HIGH LEVEL

SWITCH

LSHH-3504

XR TANK

LOW LEVEL

SWITCH

LSLL-3503

XR BLOCK

VALVE

V1028

44 J2

XR BLEED

VALVE

V1027

44 J2

XR SYSTEM MF RACK

XR PUMPS

DISCHARGE

FLOWMETER

FIT-3513

BACKWASH

DIVERT

VALVE

V4351A

BACKWASH

DIVERT

VALVE

V4351A

XR PUMPS

DISCHARGE

FLOWMETER

FE-3513

J23

MF RACK XR

FLOWMETER

FIT-1011-1

MF RACK XR

FLOWMETER

FE-1011-1

J23

MF RACK XR

FLOWMETER

FIT-1011-2

MF RACK XR

FLOWMETER

FE-1011-2

J23

MF RACK XR

FLOWMETER

FIT-1011-3

MF RACK XR

FLOWMETER

FE-1011-3

J23

MF RACK XR

FLOWMETER

FIT-1011-4

MF RACK XR

FLOWMETER

FE-1011-4

J23

MF RACK XR

FLOWMETER

FIT-1011-5

MF RACK XR

FLOWMETER

FE-1011-5

J23

XR TANK

LEVEL

XMTR

LIT-3502

4343 43 43 43 43 43

MF RACK 1 MF RACK 2 MF RACK 3 MF RACK 4 MF RACK 5

IT RACK

ITR-01

(E)

SPACE FOR SECURITY PANEL

MAN-

HOLE

(E)

PULLSTRING

1" LONG SWEEP ELBOWS

GRINDER PUMP

VENDOR CONTROL PANEL

5.5 FLA

GRINDER

PUMP 1

208V, 1PH

PULL-

STRING

FLOAT

SWITCHES

PER

MFR

E-601

SINGLE LINE DIAGRAM

NO SCALE

JCD JCD

Project No.:

Scale:

Revision:

Drawing No.

Title

C lie nt /P ro je ct

Permit/Seal

C on su lta nt

Dsgn. Chkd. YYYY.MM.DDDwn.

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

. D O

N O

T s ca le th e dr aw in g

- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

File Name: 06284_E-601

ORIGINAL SHEET - ANSI D

\p w _w or kin g\ w tr\ m eg th om ps on \d

4_ e-

.1 1.

:1 1:

Iss ue d By

Ap pd

.M M

.D D

Re vis io n

By Ap pd

M .D

Te l:

w w w .st an te c.

co m

St an te c

nd A ve S ui te

Po rtl an d, O re go n

+1 .5

1 2 3 4 5

ITY

O F

W at er Tr ea tm en t P la nt

Pa ll X

R Sy ste m

Im pr ov em en ts

Ne w po rt, O R

2002006284

2023.11.10

.0 8.

C O

TIO

.1 1.

PMP-3510-1 PMP-3510-2

VFD-3510-1 VFD-3510-2

DS-3510-2DS-3510-1

Addendum 1 Description

Addendum 1 Appendix A _Drawings

NYCS000017784-Sheet 1

Addendum 1 Drawings

G-602 - PIPE SCHEDULE, DESIGN CRITERIA AND SCHEDULES

C-101 - SITE PLAN

D-102 - MEMBRANE BUILDING XR SYSTEM ENLARGED PLAN

D-301 - MEMBRANE BUILDING SECTIONS -I

D-303 - MEMBRANE BUILDING SECTIONS -III

E-601 - SINGLE LINE DIAGRAM

File details come from the government source that posted it. Updated Apr 3, 2024.