2025_55140_Exhibit_A_PlanSet_Part5.pdf

PUMP AND

SOLENOID

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40525-070_G-04_GENERAL NOTES

PARKS FILE#

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PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

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R E V I S I O

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CHECKED (HDQTS.)

REGISTERED STAMP

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY

DATE

N O

CAD NO.

A P P

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D A T E

04/21/23JP/CS

04/21/23PCB

TOLMIE

STATE PARK

WASTEWATER

LIFT STATION

RETROFIT

AE 123-168

100% DESIGN PLAN SET (REVIEW ONLY)

SHEET OF 24

PRELIMINARY

SUBMERSIBLE PUMP PERFORMANCE AND SUBMITTAL NOTES

1. REFERENCES

1.1. HI - HYDRAULIC INSTITUTE.

1.2. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS.

1.3. AISI - AMERICAN IRON AND STEEL INSTITUTE.

1.4. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE.

2.PERFORMANCE REQUIREMENTS

2.1. POWER REQUIRED TO OPERATE THE PUMP(S) SHALL NOT EXCEED THE MOTOR NAMEPLATE

HORSEPOWER REGARDLESS OF ANY FLOW AND HEAD TOLERANCES LISTED IN THIS SPECIFICATION, UNLESS ALLOWED OTHERWISE IN THE PUMP MOTORS SECTION.

2.2. THE DESIGN AND PERFORMANCE REQUIREMENTS LISTED FOR EACH PUMP MUST BE MET, WITH NO

EXCEPTIONS. PUMPS THAT DO NOT MEET ALL OF THE CONDITIONS WILL BE REJECTED.

2.3. THE DESIGN POINT MUST FALL WITHIN THE PUMP PREFERRED OPERATION RANGE (POR) REFERENCED

FROM THE BEST EFFICIENCY POINT (BEP) AS FOLLOWS:

TYPE SPECIFIC SPEED (US UNITS)DESIGN POINT FROM BEP

CENTRIFUGALANY 70% TO 120%

VERTICAL <= 4,500 70% TO 120%

VERTICAL > 4,500 80% TO 115%

PUMP NAME OR NO. WET WELL NO. 1 & NO. 2

MAKE FLYGT

MODEL 13105-566

IMPELLER 107 MM (GREY CAST IRON)

MAX. OPERATING SPEED 3450 RPM

TYPE VERTICAL SUBMERSIBLE TURBINE

DESIGN FLOW 65 GPM

DESIGN HEAD 43 FEET

PERFORMANCE REQUIREMENTS AT DESIGN POINT

MIN. PUMP EFFICIENCY 23.9%

BEP POSITION LEFT OF DESIGN POINT

MIN. SUBMERGENCE REQUIRED7 INCHES

FLUID RAW SEWAGE

3.HEAD CONDITIONS

3.1. HEAD CONDITIONS SPECIFIED IN THE TABLE ARE INCLUSIVE OF ALL PUMP COMPONENTS INCLUDING

THE CASING/BOWLS, DISCHARGE HEAD OR ELBOW, COLUMN PIPE, AND INTAKE STRAINER, AS

APPLICABLE.

4. TOLERANCE GRADE

4.1. PERFORMANCE RANGE SHALL ADHERE TO THE HI 11.6 (SUBMERSIBLE SEWER PUMPS) OR HI 14.6

(CENTRIFUGAL AND VERTICAL PUMPS) TOLERANCES STATED HEREIN ARE REFERENCED AT THE SPECIFIED

DESIGN POINT(S). FLOW TOLERANCE IS MEASURED AT THE DESIGN POINT HEAD. HEAD TOLERANCE IS

MEASURED AT THE DESIGN POINT FLOW. EFFICIENCY IS EVALUATED WHERE A STRAIGHT LINE DRAWN

FROM ZERO FLOW, ZERO HEAD, PASSES THROUGH THE DESIGN POINT AND CROSSES THE ACTUAL

PUMP CURVE.

4.2. PUMPS BETWEEN 1 HP AND 13 HP (±10% FLOW, ±8% HEAD, EFFICIENCY NO LESS THAN -[19 MINUS

HP]%).

5. DESIGN REQUIREMENTS

5.1. FOR PUMPS WITH COLUMN PIPE (VERTICAL TURBINE, SUBMERSIBLE WELL, ETC.) SIZE THE COLUMN PIPE

TO MEET THE CRITERIA BELOW.

5.2. CALCULATE VELOCITY INCLUDING THE REDUCTION OF FLOW AREA FROM THE SHAFT. PROVIDE

CALCULATIONS WITH THE SUBMITTALS.

5.3. COLUMN LENGTH LESS THAN 20 FEET: 10 FEET PER SECOND MAXIMUM, OR MATCH NOMINAL BOWL

DIAMETER, WHICHEVER RESULTS IN THE LARGER COLUMN DIAMETER.

6. SUBMITTALS: PROVIDE THE FOLLOWING INFORMATION:

6.1. PRODUCT DATA:

6.1.1. SPECIFICATIONS AND DATA DESCRIBING ALL PUMP PARTS, PIECES, AND COMPONENTS. INCLUDE

INFORMATION ON MATERIALS OF CONSTRUCTION AND PROPOSED COATING SYSTEMS.

6.1.2. PERFORMANCE CURVES SHOWING TOTAL DYNAMIC HEAD (TDH) IN FEET, EFFICIENCY, AND

NET-POSITIVE-SUCTION HEAD REQUIRED (NPSHR) VERSUS OUTPUT IN GALLONS PER MINUTE

(GPM). ALL LOSSES FROM THE DRIVE SHAFT, SEAL, COUPLING, AND OTHER MECHANICAL LOSSES

SHALL BE INCLUDED IN THE DATA PRESENTED. CATALOG OR SOFTWARE GENERATED CURVES MAY

BE SUBMITTED FOR PRELIMINARY APPROVAL AND ORDERING.

6.1.3. COMPLETE LIST OF ALL PUMP SYSTEM COMPONENTS AND ACCESSORIES.

6.1.4. COLUMN PIPE HEADLOSS CALCULATION (IF APPLICABLE).

6.1.5. BEARING LIFE (L10) FOR BALL AND ROLLER BEARINGS. CALCULATIONS SUPPORTING L10 OF NO

LESS THAN 40,000 HOURS.

6.2. SHOP DRAWINGS:

6.2.1. DETAILED DIMENSIONAL DRAWINGS SHOWING OUTLINE DIMENSIONS, LENGTHS, OVERALL SIZES, MATERIALS, AND WEIGHTS FOR EACH PUMP UNIT AND ASSOCIATED ACCESSORIES.

7. CLOSEOUT SUBMITTALS - PROVIDE THE FOLLOWING SUBMITTALS PRIOR TO PROJECT CLOSEOUT:

7.1. OPERATIONS AND MAINTENANCE MANUAL.

7.2. MANUFACTURER SIGNED WARRANTIES WITH PUMP SERIAL NUMBERS

8. QUALITY ASSURANCE

8.1. THE PUMP MANUFACTURER IS RESPONSIBLE FOR THE MOTOR AND PUMP ASSEMBLY.

9.DELIVERY, STORAGE, AND HANDLING

9.1. DELIVER, STORE, AND HANDLE PUMPS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

10. WARRANTY

10.1. WARRANT ALL PUMPING EQUIPMENT DESCRIBED IN THIS SECTION AND PROVIDED UNDER THIS

CONTRACT AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWO YEARS

AFTER DATE OF PROJECT ACCEPTANCE.

11. EXTRA MATERIALS

11.1.PROVIDE ANY SPECIAL TOOLS REQUIRED FOR PUMP OR MOTOR MAINTENANCE.

SUBMERSIBLE PUMP PARTS AND MATERIALS NOTES

1. MANUFACTURERS

1.1. THE FOLLOWING MANUFACTURER AND PRODUCT ARE PRE-APPROVED FOR USE ON THIS PROJECT.

ANOTHER BRAND MAY BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.

1.2. SUBMERSIBLE SEWAGE PUMP

1.2.1. MANUFACTURER

1.2.1.1. XYLEM/FLYGT

1.2.2. PRODUCT/MODEL

1.2.2.1. 13105 W/ 566 IMPELLER

2. COMPONENTS: PUMP SYSTEM COMPONENTS ARE TO COME FROM THE PUMP MANUFACTURER AND

INCLUDE:

2.1. MOTOR

2.2. BOWL ASSEMBLY

2.3. COLUMN ASSEMBLY

2.4. DISCHARGE HEAD, ELBOW, OR PUMP CASING

2.5. CASING: PROVIDE HIGH-STRENGTH, HEAVY CAST IRON PUMP CASING MATERIAL. DRILL SUCTION AND

DISCHARGE FLANGES FOR 125 LB. BOLT PATTERN.

2.6. BRONZE, RENEWABLE CASING RINGS SHALL BE FURNISHED, DOWELED, AND SHOULDERED IN THE

CASING.

2.7. IMPELLER: ONE-PIECE, CAST IRON DESIGNED TO PASS LARGE SOLIDS AND UNSCREENED LIQUIDS.

BALANCE IMPELLER AND KEY TO SHAFT.

2.8. SHAFT AND SLEEVE: PROVIDE A STAINLESS-STEEL SHAFT. SHAFT SHALL BE PROTECTED THROUGH THE

STUFFING BOX BY CORROSION-RESISTANT BRONZE SLEEVES.

2.9. COUPLINGS

2.10.LIFTING RAILS AND CABLE

2.11.FLOW SLEEVE

2.12.POWER CABLE

2.13.INTAKE STRAINER

2.14.ALL OTHER NECESSARY APPURTENANCES FOR COMPLETE UNIT ASSEMBLY.

3. ACCESSORIES

3.1. PROVIDE REMOVABLE GUARDS TO PROTECT PERSONNEL FROM ROTATING COMPONENTS. GUARDS TO

MEET THE MINIMUM REQUIREMENTS OF WAC 296-806-20042 (WASHINGTON).

3.2. ALL PUMPS ARE TO INCLUDE AN ENGRAVED NON-CORRODIBLE METAL NAMEPLATE ON THE EXTERIOR

OF THE PUMP HEAD OR BODY (DUPLICATE ATTACHED TO PUMP SUPPORT FLANGE OR SHIPPED LOOSE

IF SUBMERSIBLE), READILY ACCESSIBLE WITHOUT REQUIRING ANY DISASSEMBLY.

3.3. THE NAMEPLATE SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION (AS APPLICABLE FOR

THE TYPE OF PUMP):

3.3.1. PUMP MANUFACTURER

3.3.2. PUMP MODEL NUMBER

3.3.3. PUMP SERIAL NUMBER

3.3.4. IMPELLER NUMBER

3.3.5. IMPELLER TRIM

3.3.6. NUMBER OF STAGES

3.3.7. DESIGN TDH (FEET)

3.3.8. DESIGN FLOW (GPM)

3.3.9. SUPPLIER NAME AND PHONE NUMBER

3.3.10. DATE OF MANUFACTURE

4. INSTALLATION AND CONSTRUCTION

4.1. INSTALL PUMPS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. INSTALLATION SHALL BE

SUPERVISED AND APPROVED BY MANUFACTURER'S REPRESENTATIVE PRIOR TO OPERATING OR FIELD

TESTING.

4.2. ADJUST PUMP ASSEMBLIES SO THAT DRIVING UNITS ARE PROPERLY ALIGNED, PLUMB, AND LEVEL WITH

THE DRIVEN UNITS AND ALL INTERCONNECTING SHAFTS AND COUPLINGS.

4.3. LEVEL BASE USING STEEL EDGES (STEEL PLATES OR STEEL SHIMS WITH WEDGE TAPE NOT GREATER

THAN ¼-INCH PER FOOT).

4.4. USE DOUBLE WEDGES TO PROVIDE A LEVEL BEARING SURFACE FOR THE PUMP AND DRIVER BASE.

4.4.1. PERFORM WEDGING IN A MANNER THAT PREVENTS ANY CHANGE OF LEVEL OR SPRINGING OF

THE BASE PLATE WHEN THE ANCHOR BOLTS ARE TIGHTENED.

4.5. FLEXIBLE COUPLINGS SHALL NOT BE USED TO COMPENSATE FOR MISALIGNMENT.

4.6. CONNECT PIPING TO THE PUMP IN A MANNER WHICH PREVENTS STRAIN ON THE PUMP CASING OR

HEAD.

5. FIELD QUALITY CONTROL

5.1. SEE DIVISION 1.75 STARTING AND ADJUSTING FOR SCHEDULING AND NOTIFICATION REQUIREMENTS.

5.2. A QUALIFIED AND AUTHORIZED REPRESENTATIVE OF THE PUMP MANUFACTURER SHALL CONDUCT OR

SUPERVISE THE FIELD TESTING. PRIOR TO ACCEPTANCE OF INSTALLED PUMPS, MANUFACTURER'S

REPRESENTATIVE SHALL DEMONSTRATE PROPER OPERATION OF PUMPS AT CAPACITIES STATED.

5.3. UPON COMPLETION OF PUMP INSTALLATION AND TESTING, MANUFACTURER'S REPRESENTATIVE SHALL

PROVIDE WRITTEN CERTIFICATION THAT EQUIPMENT IS INSTALLED CORRECTLY AND FULLY

WARRANTED. PROVIDE CERTIFICATION THAT PUMPS MEET ALL REQUIREMENTS SET FORTH IN THESE

SPECIFICATIONS AND SUBMITTAL LITERATURE. THE CONTRACTOR SHALL PROVIDE A WRITTEN REPORT

OF ALL TEST CONDITIONS AND RESULTS.

6.REPAIR

6.1. REPAIR AND RETEST UNITS FAILING ANY FIELD TEST. IF UNIT FAILS SECOND FIELD TEST, UNIT WILL BE

REJECTED, AND SUPPLIER SHALL FURNISH A UNIT THAT WILL PERFORM AS SPECIFIED.

SUMP PUMP NOTES

1. PERFORMANCE REQUIREMENTS

1.1. MINIMUM PERFORMANCE OF 10 GPM AT 15 FOOT LIFT.

2. PRODUCTS

2.1. SUMP PUMP: EQUAL TO MYERS SMM SERIES SUMP PUMP, MODEL SSM33I.

3. MATERIALS

3.1. PROVIDE A SUMP PUMP WITH CORROSION RESISTANT MATERIAL MOTOR HOUSING AND AN

OIL-FILLED MOTOR WITH THERMAL OVERLOAD PROTECTION.

3.2. SOLIDS HANDLING UP TO ¼-INCH SOLIDS.

3.3. DUAL BALL-BEARING MOTOR AND DOUBLE LIP SHAFT SEAL.

3.4. CASE IRON VOLUTE CASE.

3.5. SUMP PUMP SHALL BE CONTROLLED BY INTEGRAL FLOAT SWITCH.

4. EXECUTION

4.1. INSTALL PUMPS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. INSTALLATION SHALL BE

SUPERVISED AND APPROVED BY MANUFACTURER'S REPRESENTATIVE PRIOR TO OPERATING OR

FIELD TESTING.

4.2. ADJUST PUMP ASSEMBLIES SO THAT DRIVING UNITS ARE PROPERLY ALIGNED, PLUMB, AND

LEVEL WITH THE DRIVEN UNITS AND ALL INTERCONNECTING SHAFTS AND COUPLINGS.

4.3. LEVEL BASE USING STEEL EDGES (STEEL PLATES OR STEEL SHIMS WITH WEDGE TAPE NOT

GREATER THAN ¼-INCH PER FOOT).

4.4. FLEXIBLE COUPLINGS SHALL NOT BE USED TO COMPENSATE FOR MISALIGNMENT.

4.5. CONNECT PIPING TO THE PUMP IN A MANNER WHICH PREVENTS STRAIN ON THE PUMP

CASING OR HEAD.

5. FIELD QUALITY CONTROL

5.1. A QUALIFIED AND AUTHORIZED REPRESENTATIVE OF THE PUMP MANUFACTURER SHALL

CONDUCT OR SUPERVISE THE FIELD TESTING. PRIOR TO ACCEPTANCE OF INSTALLED PUMPS,

MANUFACTURER'S REPRESENTATIVE SHALL DEMONSTRATE PROPER OPERATION OF PUMPS AT

CAPACITIES STATED.

5.2. UPON COMPLETION OF PUMP INSTALLATION AND TESTING, MANUFACTURER'S REPRESENTATIVE

SHALL PROVIDE WRITTEN CERTIFICATION THAT EQUIPMENT IS INSTALLED CORRECTLY AND FULLY

WARRANTED. PROVIDE CERTIFICATION THAT PUMPS MEET ALL REQUIREMENTS SET FORTH IN

THESE SPECIFICATIONS AND SUBMITTAL LITERATURE.

6. REPAIR

6.1. REPAIR AND RETEST UNITS FAILING ANY FIELD TEST. IF UNIT FAILS SECOND FIELD TEST, UNIT

WILL BE REJECTED, AND SUPPLIER SHALL FURNISH A UNIT THAT WILL PERFORM AS SPECIFIED.

SOLENOID NOTES

1. PERFORMANCE REQUIREMENTS

1.1. MINIMUM PERFORMANCE OF 225 PSI (15.5 BAR)

1.2. FLOW RANGE: 0.2 TO 400 GPM

1.3. WIRING 24 VAC AT 50-60 Hz

2. PRODUCTS

2.1. WEATHERMATIC BRONZE BULLET 82000CR-20D OR APPROVED SIMILAR.

2.2. SOLENOIDS TO BE SELECTED FOR 2" WATERMAIN

3. MATERIALS

3.1. SPROVIDE SOLENOID WITH A BRONZE BODY

3.2. DIAPHRAGM TO BE CHLORINE AND CHLORAMINE-RESISTANT

4. INSTALLATION AND CONSTRUCTION

4.1. INSTALL PER MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS

4.2. INSTALL AND CONNECT WITH INLET AND OUTLET PIPES TO BE WATERTIGHT AND SECURE

4.3. PROVIDE THE NECESSARY PIPING, PLUMBING, FITTINGS, AND APPURTENANCES TO MAKE ALL

PIPING SYSTEMS COMPLETE, TESTED, AND READY FOR OPERATION AS SPECIFIED HEREIN AND AS

SHOWN ON THE PLANS.

4.3.1. SOME FITTINGS THAT ARE NECESSARY FOR THE COMPLETE PIPING SYSTEM INSTALLATION

AND OPERATION MAY NOT HAVE BEEN SHOWN.

4.3.2. PROVIDE FITTINGS, PIPE, AND APPURTENANCES NECESSARY, WHETHER SHOWN ON THE

PLANS OR NOT, TO MAKE ALL PIPING SYSTEMS COMPLETE, TESTED, AND READY FOR

OPERATION.

4.4. REPLACE OLD SOLENOIDS WITH PIPES, FITTINGS, AND APPURTENANCES TO BE SIMILAR TO

ADJACENT WATER LINES

5. TEST AND INSPECTION

5.1. PERFORM TESTING AND INSPECTION DETAILED ELSEWHERE IN THESE NOTES SHEETS AS

NECESSARY TO PROVIDE A COMPLETE AND PRESSURIZED WATER SYSTEM, TO THE SATISFACTION

OF THE OWNER AND ENGINEER

5.2. COMPLY WITH ALL APPLICABLE WASHINGTON STATE DEPARTMENT OF HEALTH (WADOH) AND

THURSTON COUNTY PUBLIC HEALTH DEPARTMENT (TCPHD) CODES, LAWS, AND REGULATIONS.