2025_55140_Exhibit_A_PlanSet_Part1.pdf

© 2022 Microsoft Corporation © 2022 TomTom

© 2022 Microsoft Corporation © 2022 TomTom

PAGE SHEET DESCRIPTION

1 G-01 COVER SHEET

2 G-02 PROJECT TEAM

3 G-03 GENERAL NOTES

4 G-04 GENERAL NOTES

5 G-05 COATING NOTES

6 G-06 PIPE NOTES

7 G-07 PUMP AND SOLENOID NOTES

8 C-01 EXISTING CONDITIONS - UPPER PARK

9 C-02 EXISTING CONDITIONS - LOWER PARK

10 C-10 SITE PLAN

11 C-11 SOLENOID SITE PLAN

12 C-20 CIVIL DETAILS AND NOTES

13 C-30 KIOSK STRUCTURAL IMPROVEMENTS

14 S-01 WWLS EXISTING CONDITIONS

15 S-10 WWLS STRUCTURAL IMPROVEMENTS

16 M-01 WET WELL MECHANICAL PLAN

17 M-02 NEW VAULT MECHANICAL PLAN

18 M-10 MECHANICAL DETAILS AND NOTES

19 M-11 MECHANICAL DETAILS AND NOTES

20 E-10 ELECTRICAL SITE PLAN

21 E-11 EXISTING AND NEW POWER RISER DIAGRAM

22 E-12 ELECTRICAL DETAILS

23 E-13 ELECTRICAL DETAILS

24 E-14 ELECTRICAL DETAILS

NORTH

PROJECT LOCATION

NORTH

VICINITY MAP

APPROVED FOR CONSTRUCTION

Area Manager: JEFF VASSALLO date date

C A D

V V

S P E C I F I C A T I O

N

N

U M

B E R

W

A S T E W

A T E R

L I F T

R E T R O

F I T

S T A T I O

N

SHEET INDEX:

7730 61ST AVENUE NE OLYMPIA WA 98506

SEC-23 T-19-N R-1-W

THURSTON COUNTY TAX PARCEL NUMBER 11923230000

LATITUDE 47.119°N & LONGITUDE 122.775°W

TOLMIE STATE PARK

WASTEWATER LIFT STATION RETROFIT

MICHAEL LATIMER

MARK O. BROWN, CHAIR

SOPHIA DANENBERG LAURIE CONNELLY

REGION MANAGER

KEN BOUNDS, VICE CHAIR

WASHINGTON STATE PARKS

& RECREATION COMMISSION CAPITAL PROGRAM MANAGER

DIANA DUPUIS, DIRECTOR

STEVE MILNER HOLLY WILLIAMS

PROJECT

LOCATION

NISQUALLY REACH

PROJECT

LOCATION

100% DESIGN PLAN SET

PUBLISHED: 4/21/2023

info@crossengineers.com

Phone: (253) 759-0118923 MLK Jr. Way

Tacoma, WA 98405

CROSS ENGINEERS, INC

PROJECT TEAM

STATE OF WASHINGTON

PARKS AND RECREATION COMMISSION

1111 ISRAEL ROAD SOUTHWEST

POST OFFICE BOX 42650

OLYMPIA, WASHINGTON 98504-2650

WWW.PARKS.WA.GOV

WASHINGTON STATE PARKS AND RECREATION COMMISSION

MILLERSLVANIA STATE PARK

12245 TILLEY ROAD SOUTH

OLYMPIA, WASHINGTON 98512-9167

TODD FELTON

SW REGION MAINTENANCE MANAGER

TELEPHONE: (360) 902-8686

FACSIMILE: (360) 428-1094

TODD.FELTON@PARKS.WA.GOV

OWNER:

OWNER'S REPRESENTATVE:

PROJECT ENGINEERING CONSULTANTS

CIVIL ENGINEER: ELECTRICAL ENGINEER:

PROJECT LEAD:

PAUL C. BESKOW, PE

CIVIL & WATER RESOURCES PROJECT ENGINEER

TELEPHONE: (425) 654-8480

PAUL.BESKOW@PBSUSA.COM

GENE L. WENTWORTH, PE

PRINCIPAL ENGINEER

TELEPHONE: (253) 759-0118

GENEW@CROSSENGINEERS.COM

PBS ENVIRONMENTAL & ENGINEERING

22833 SE BLACK NUGGET ROAD

SUITE 140

ISSAQUAH, WA 98029

WWW.PBSUSA.COM

CROSS ENGINEERS, INC.

923 MARTIN LUTHER KING JR. WAY

TACOMA, WA 98405

CROSSENGINEERS.COM

PAUL C. BESKOW, PE

CIVIL & WATER RESOURCES PROJECT ENGINEER

TELEPHONE: (425) 654-8480

PAUL.BESKOW@PBSUSA.COM

PBS ENVIRONMENTAL & ENGINEERING

22833 SE BLACK NUGGET ROAD

SUITE 140

ISSAQUAH, WA 98029

WWW.PBSUSA.COM

PROJECT TEAM

G-02

NO SCALE

40525-070_G-02_PROJECT TEAM

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

R E V I S I O

N S

CHECKED (HDQTS.)

REGISTERED STAMP

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY

DATE

N O

CAD NO.

A P P

I N

T

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

GENERAL

NOTES

G-03

NO SCALE

40525-070_G-03_GENERAL NOTES

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

R E V I S I O

N S

CHECKED (HDQTS.)

REGISTERED STAMP

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY

DATE

N O

CAD NO.

A P P

I N

T

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

GENERAL NOTES:

1. PARK SITE WILL BE CLOSED TO THE PUBLIC THROUGHOUT THE DURATION OF PROJECT.

2. IN THE EVENT OF A CONFLICT BETWEEN THE NOTES ON G-03 THROUGH G-07 (PREAMBLE

NOTES), AND CALLOUTS OR NOTES THROUGHOUT THE REST OF THE PLAN SET, THESE

PREAMBLE NOTES SHALL TAKE PRECEDENCE.

3. DEFINITIONS

3.1. OWNER SHALL REFERENCE WASHINGTON STATE PARKS AND RECREATION COMMISSION

(WSPRC)

3.2. PARK SHALL REFERENCE TOLMIE STATE PARK, AS DESCRIBED ON SHEET G-01 OF THIS PLAN

SET.

3.3. PROJECT SHALL REFERENCE TOLMIE STATE PARK, AS DESCRIBED ON SHEET G-01 OF THIS

PLAN SET.

3.4. HVAC SHALL REFERENCE HEATING, VENTILATION, AND AIR CONDITIONING.

STRUCTURE DEMOLITION NOTES:

1. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY

NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE

WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS.

2. EXISTING ITEMS TO REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND

DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

3. EXISTING ITEMS TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED

AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR REINSTALLED.

4.DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A

SURFACE, USING GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE

ITEM AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR

REINSTALLED.

5. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS

REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO

REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS

DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING.

TEMPORARILY COVER OPENINGS TO REMAIN.

6. CAREFULLY SALVAGE HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR ITEMS OF

INTEREST OR VALUE TO OWNER THAT MAY BE UNCOVERED DURING DEMOLITION, IN A

MANNER TO PREVENT DAMAGE AND PROMPTLY RETURN TO OWNER.

7.PREDEMOLITION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.

7.1. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SELECTIVELY OR

FULLY DEMOLISHED.

7.2. REVIEW STRUCTURAL LOAD LIMITATIONS OF EXISTING STRUCTURE.

7.3. REVIEW AND FINALIZE DEMOLITION SCHEDULE AND VERIFY AVAILABILITY OF

MATERIALS, DEMOLITION PERSONNEL, EQUIPMENT, AND FACILITIES NEEDED TO

MAKE PROGRESS AND AVOID DELAYS.

7.4. REVIEW REQUIREMENTS OF WORK PERFORMED BY OTHER TRADES THAT RELY ON

SUBSTRATES EXPOSED BY SELECTIVE DEMOLITION OPERATIONS.

7.5. REVIEW AREAS WHERE EXISTING CONSTRUCTION IS TO REMAIN AND REQUIRES

PROTECTION.

8. TAKE PREDEMOLITION PHOTOGRAPHS OR VIDEO SHOWING THE EXISTING CONDITIONS

OF ADJOINING CONSTRUCTION, INCLUDING FINISH SURFACES, THAT MIGHT BE

MISCONSTRUED AS DAMAGE CAUSED BY DEMOLITION OPERATIONS.

9.HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE

ENCOUNTERED IN THE WORK.

9.1. HAZARDOUS MATERIALS WILL BE REMOVED BEFORE THE START OF THE WORK.

9.2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB;

IMMEDIATELY NOTIFY ENGINEER AND OWNER. HAZARDOUS MATERIALS WILL BE

REMOVED SEPARATELY.

9.2.1. VERIFY THAT HAZARDOUS MATERIALS HAVE BEEN REMEDIATED BEFORE

PROCEEDING WITH BUILDING DEMOLITION OPERATIONS.

10. STANDARDS: COMPLY WITH ANSI/ASSE A10.6 AND NFPA 241.

11. DISCONNECT, DEMOLISH, AND REMOVE PLUMBING, MECHANICAL, ELECTRICAL, AND

HVAC SYSTEMS, EQUIPMENT, AND COMPONENTS INDICATED ON DRAWINGS TO BE

REMOVED.

11.1.PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE

REMOVED AND CAP OR PLUG REMAINING PIPING WITH SAME OR COMPATIBLE

PIPING MATERIAL.

11.1.1. CUT PIPE SUCH THAT IT IS FLUSH WITH THE INTERIOR OF THE EXISTING

STRUCTURE.

11.2.PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP OR PLUG PIPING

WITH SAME OR COMPATIBLE PIPING MATERIAL AND LEAVE IN PLACE.

11.2.1. PLUG PIPE WITH GROUT SUCH THAT THE PIPE IS PLUGGED AND THE SOLID

SURFACE IS FLUSH WITH THE INTERIOR OF THE EXISTING STRUCTURE TO

REMAIN.

11.3.EQUIPMENT TO BE REMOVED AND SALVAGED: DISCONNECT AND CAP SERVICES

AND REMOVE EQUIPMENT AND DELIVER TO OWNER.

12. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED OR PLUGGED BEFORE

STARTING DEMOLITION OPERATIONS.

13. BEFORE DEMOLITION OR REMOVAL OF EXISTING BUILDING ELEMENTS THAT WILL BE

REPRODUCED OR DUPLICATED IN FINAL WORK, MAKE PERMANENT RECORD OF

MEASUREMENTS, MATERIALS, AND CONSTRUCTION DETAILS REQUIRED TO MAKE EXACT

REPRODUCTION.

14. ENGAGE A PROFESSIONAL ENGINEER TO ASSESS CONDITION OF BUILDING AND TO

DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL

DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF STRUCTURE OR ADJACENT

STRUCTURES DURING BUILDING DEMOLITION OPERATIONS.

STRUCTURE DEMOLITION NOTES (CONTINUED):

15. TEMPORARY PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO

PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.

15.1.PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA AND

TO AND FROM OCCUPIED PORTIONS OF BUILDING.

15.2.PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN DEMOLITION OF

EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT

WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS.

15.3.PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN

OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS.

15.4.FOLLOW INDUSTRY-STANDARD REQUIREMENTS FOR TEMPORARY ENCLOSURES, DUST CONTROL, AND HVAC.

16. TEMPORARY SHORING: DESIGN, PROVIDE, AND MAINTAIN SHORING, BRACING, AND STRUCTURAL

SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR

COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR

UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

16.1.STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF SELECTIVE

DEMOLITION.

17. REMOVE TEMPORARY BARRICADES AND PROTECTIONS WHERE HAZARDS NO LONGER EXIST.

18. DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

18.1.MINOR CONCRETE: DEMOLISH IN SMALL SECTIONS. USING POWER-DRIVEN SAW, CUT CONCRETE

TO A DEPTH OF AT LEAST 3/4 INCH (19 MM) AT JUNCTURES WITH CONSTRUCTION TO REMAIN.

DISLODGE CONCRETE FROM REINFORCEMENT AT PERIMETER OF AREAS BEING DEMOLISHED, CUT

REINFORCEMENT, AND THEN REMOVE REMAINDER OF CONCRETE. NEATLY TRIM OPENINGS TO

DIMENSIONS INDICATED.

18.2.MAJOR CONCRETE: DEMOLISH IN SECTIONS. CUT CONCRETE FULL DEPTH AT JUNCTURES WITH

CONSTRUCTION TO REMAIN AND AT REGULAR INTERVALS USING POWER-DRIVEN SAW, AND

THEN REMOVE CONCRETE BETWEEN SAW CUTS.

19. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND RECYCLE OR DISPOSE OF THEM

ACCORDING TO FEDERAL, STATE, AND LOCAL JURISDICTIONS.

20. SELECTIVE DEMOLITION SCHEDULE

20.1.REMOVE:

20.1.1. WET WELL CONCRETE ECCENTRIC MANHOLE LID, ACCESS HATCH, AND ALL HARDWARE.

20.1.2. DRY WELL FLAT TOP LID, VERTICAL ACCESS HATCH AND ALL HARDWARE.

20.1.3. SEWER MECHANICAL PIPES, LOCATED IN THE EXISTING DRY WELL.(DISMANTLE)

20.1.4. FORCE MAIN DISCHARGE PIPE TO BE CUT AND PLUGGED, FLUSH WITH INTERIOR WALL.

20.1.5. TWO (2) SUCTION LINES TO BE CUT AND PLUGGED, FLUSH WITH INTERIOR WALL.

20.2.REMOVE AND SALVAGE:

20.2.1. TWO (2) SEWAGE PUMPS, LOCATED IN THE EXISTING DRY WELL.

20.2.2. VALVES AND OTHER FITTINGS, LOCATED IN THE EXISTING DRY WELL. (DISMANTLE)

20.3.EXISTING TO REMAIN:

20.3.1. WET WELL BASE AND BODY BELOW THE ECCENTRIC CONE LID.

20.3.2. DRY WELL BASE AND BODY BELOW THE FLAT TOP LID.

GROUTING NOTES:

1. USE PRECISION NON-SHRINK GROUT FOR GROUTING ALL EQUIPMENT BASE PLATES, PIPE SUPPORTS, AND

BASE PLATES FOR METALWORK. PRECISION NON-SHRINK GROUT MAY ALSO BE USED FOR ALL OTHER

NON-SHRINK GROUTING OPERATIONS.

1.1. PROVIDE A HIGH-PRECISION, FLUID, NON-SHRINK, QUARTZ OR NON-CATALYZED METALLIC

AGGREGATE GROUTING MATERIAL.

1.2. PROVIDE A READY-TO-USE GROUT THAT HARDENS FREE FROM BLEEDING, SETTLEMENT, OR DRYING

SHRINKAGE WHEN MIXED, PLACED AND CURED AT ANY CONSISTENCY - FLUID, FLOWABLE, PLASTIC

OR DAMP-PACK.

1.3. PROVIDE PRECISION, NON-SHRINK NATURAL AGGREGATE GROUT THAT WHEN CURED PRODUCES

THE FOLLOWING PROPERTIES:

1.3.1. COMPRESSIVE STRENGTH AT FLUID CONSISTENCY (ASTM C109-MODIFIED):

1.3.1.1. 3500 PSI (24 MPA) AT 1 DAY, 7500 PSI (52 MPA) AT 28 DAYS.

1.3.2. PASSES ASTM C1107 AS A GRADE B GROUT WHEN TESTED AS TEMPERATURE MINIMUM AND

MAXIMUMS OF 45 DEGREES FAHRENHEIT TO 90 DEGREES FAHRENHEIT (8 DEGREES CELSIUS TO

32 DEGREES CELSIUS) AT A WORKING TIME OF 30 MINUTES.

1.3.3. GROUT MUST BE TESTED AT A FLUID CONSISTENCY PER ASTM C939 AND REMAIN FLUID AT

TEMPERATURE RANGE MINIMUM AND MAXIMUMS FOR THE 30-MINUTE WORKING TIME.

1.3.4. ALL MATERIALS INCLUDING WATER MUST BE MIXED AND TESTED AT TEMPERATURE

MINIMUM/MAXIMUMS.

1.3.5. MODULUS OF ELASTICITY AT 28 DAYS AT FLUID CONSISTENCY (ASTM C469):

1.3.5.1. 3.0 X 106 PSI (20.7 GPA) MINIMUM,

1.3.5.2. 3.9 X 106 (27.0 GPA) MAXIMUM.

1.3.6. COEFFICIENT OF THERMAL EXPANSION FOR FLUID CONSISTENCY (ASTM C531):

1.3.6.1. 7.5 X 10-6/ DEGREES FAHRENHEIT MAXIMUM (13.5 X 10-6/ DEGREES CELSIUS).

1.3.7. FLEXURAL STRENGTH AT 28 DAYS FOR FLUID CONSISTENCY (ASTM C78):

1.3.7.1. 1300 PSI (7.9 MPA).

1.3.8. RESISTANCE TO RAPID FREEZING - THAWING (ASTM C666, PROCEDURE A):

1.3.8.1. 300 CYCLES- MIN RDF 90 PERCENT.

1.3.9. SPLIT TENSILE STRENGTH AT 28 DAYS AT FLUID CONSISTENCY (ASTM C496):

1.3.9.1. 450 PSI (3.1 MPA).

1.3.10. PASS 24-HOUR GROUT TEST UNDER STATED TEMPERATURE, TIME AND FLUIDITY CONSTRAINTS.

1.3.10.1. SEE MBT PROTECTION AND REPAIR 24-HOUR GROUT FORM.

1.4. PRECISION NON-SHRINK GROUT SHALL BE MASTERFLOW 928 OR 885 GROUT OR APPROVED EQUAL.

2. GENERAL PURPOSE NON-SHRINK GROUT MAY BE USED FOR ANY APPLICATIONS OTHER THAN THOSE

NOTED FOR PRECISION NON-SHRINK GROUT. NON-SHRINK GROUT SHALL BE USED TO SEAL ALL NEW

PIPE AND CONDUIT PENETRATIONS (WATERTIGHT) INTO AND OUT OF ALL CONCRETE WALLED

STRUCTURES.

2.1. GENERAL PURPOSE NON-SHRINK GROUT SHALL MEET THE COMPRESSIVE STRENGTH AND

NONSHRINK REQUIREMENTS OF CRD-C 621, GRADES B AND C; CORP OF ENGINEERS SPECIFICATION

FOR NON-SHRINK GROUT; AND ASTM C1107, GRADES B AND C. GENERAL PURPOSE NON-SHRINK

GROUT SHALL BE MASTERFLOW 713, DAYTON SUPERIOR 1107 ADVANTAGE, OR APPROVED EQUAL.

2.2. PROVIDE CURING COMPOUNDS AS RECOMMENDED BY THE GROUT MANUFACTURER.

2.3. WATER TO BE USED IN MIXING THE GROUT SHALL BE POTABLE.

3. COMPLY WITH GROUT MANUFACTURER'S RECOMMENDATIONS FOR MIXING, PREPARATION, AND

INSTALLATION PROCEDURES.

ANCHOR NOTES:

1. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED BY PERSONNEL CERTIFIED IN ACCORDANCE WITH THE ACI/CRSI

ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. IN LIEU OF CERTIFICATION THE INSTALLER SHALL ATTEND ON-SITE

TRAINING HELD BY THE ADHESIVE MANUFACTURER PRIOR TO THE INSTALLATION OF ADHESIVE ANCHORS.

2. PRODUCTS: SUBMERSIBLE PUMP ANCHORS

2.1. BOLTS SHALL BE DECO HEAVY-DUTY ADJUSTABLE STANDARD ANCHORS OR APPROVED EQUAL. PROVIDE REMOVABLE

MOUNTING STUD FOR EASY PUMP INSTALLATION AND REMOVAL. ANCHORS MUST BE ADJUSTABLE TO 75% OF THE BOLT

DIAMETER IN ANY DIRECTION PRIOR TO TIGHTENING BOLT.

2.2. HTTP://WWW.DECOMFG.COM/

2.3. ANCHOR BOLT DIAMETER TO BE 0.5-INCH MINIMUM.

2.4. EMBEDMENT LENGTH TO BE 4.25-INCH MINIMUM.

2.5. DISTANCE TO NEAREST STRUCTURE EDGE TO BE 6.5-INCH MINIMUM.

3. PRODUCTS: OTHER CONCRETE ANCHORS

3.1. CONCRETE ANCHORS SHALL BE HILTI HIT 500-V3, SIMPSON SET-XP, OR POWERS PE1000+ ADHESIVE ANCHORS.

3.2. FOR WALL MOUNTED EQUIPMENT WEIGHING LESS THAN 250 POUNDS, SIMPSON TITEN-HD SCREW ANCHORS MAY BE USED

IN GROUTED OR NON-GROUTED CMU CELLS.

3.3. THREADED ROD SHALL BE STAINLESS STEEL EXCEPT IN DRY LOCATIONS.

4. INSTALLATION

4.1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION IN ACCORDANCE WITH IBC, SECTION 17, MUST BE PROVIDED. PROVIDE A MINIMUM OF 48 HOURS' NOTICE TO ENGINEER PRIOR TO STARTING

INSTALLATION. CONCRETE ANCHORS SHALL NOT BE USED TO RESIST TENSION OR FATIGUE LOADING WITHOUT OWNER'S

EVALUATION AND APPROVAL.

4.2. USE THREADED ROD OR REINFORCING BAR AS SHOWN ON THE DRAWING, AND MEETING MANUFACTURER'S

RECOMMENDATIONS. PROVIDE MINIMUM EMBEDMENT AS SHOWN. HOLES SHALL BE DRILLED WITH CARBIDE-TIPPED DRILL

BIT. HOLES SHALL BE CLEANED OF DUST AND DEBRIS. ADHESIVE SHALL BE INSERTED WITH A MIXING NOZZLE.

BOLT AND CONNECTOR NOTES:

1. PRODUCTS: BOLTS AND OTHER CONNECTORS NOT SPECIFICALLY CALLED OUT OTHERWISE SHALL BE IN ACCORDANCE WITH THE

FOLLOWING.

1.1. UNDER NO CIRCUMSTANCES SHALL THE FASTENERS BE OF LESSER STRENGTH OR HIGHER CORROSION POTENTIAL THAN THE

MATERIALS BEING CONNECTED.

1.2. CONNECTION BOLTS, NUTS AND WASHERS FOR ALL MATERIALS IN WET, DAMP OR CORROSIVE LOCATIONS SHALL BE

STAINLESS STEEL, ALLOY 304 IN RAW DOMESTIC OR TREATED DOMESTIC WATER, ALLOY 316 IN TREATMENT PROCESS AND

SEWAGE APPLICATIONS, AND ALLOY 317 FOR ACIDIC TRANSPORT. BOLTS AND NUTS SHALL MEET ASTM F593B (BOLTS

¼-INCH TO 1½-INCH IN DIAMETER WITH 30 KSI YIELD) AND F594B (NUTS). USE NITRONIC 60 BOLTS AND NUTS FOR STRONG

CHLORINE ENVIRONMENTS.

1.3. SEE HTTP://WWW.PORTLANDBOLT.COM/TECHNICALINFORMATION/ASTM/ASTM_F594.HTML FOR OTHER SIZES AND STRENGTHS.

1.4. STEEL AND CAST-IRON FABRICATIONS: CONNECTION BOLTS FOR DRY LOCATIONS SHALL BE ASTM A307 GALVANIZED OR

ZINC PLATED BOLTS.

1.5. STRUCTURAL PLASTIC FABRICATIONS: CONNECTION BOLTS SHALL BE ASTM A307 GALVANIZED IN DRY APPLICATIONS AND

STAINLESS STEEL IN WET, DAMP OR CORROSIVE LOCATIONS.

2.PRODUCTS: BOLTS AND OTHER CONNECTORS NOT SPECIFICALLY CALLED OUT OTHERWISE SHALL BE IN ACCORDANCE WITH THE

FOLLOWING.(CONTINUED) .

2.1. ALUMINUM FABRICATIONS: CONNECTION BOLTS SHALL BE ASTM A307 GALVANIZED. ALUMINUM FASTENERS MAY BE

ALLOWED WHERE HIGH STRENGTH IS NOT NEEDED (E.G. MOUNTING EXPANDED METAL SCREENS, OR LOUVER FINS), CONFIRM

WITH ENGINEER PRIOR TO USE. STEEL SCREWS MUST BE GALVANIZED, OR ZINC PLATED. 300 SERIES STAINLESS STEEL

FASTENERS ALLOWED ONLY WITH THE USE OF ISOLATING WASHERS.

2.2. STAINLESS STEEL FABRICATIONS: FASTENERS TO MATCH SAME STAINLESS SERIES AS STRUCTURE (E.G. 300 SERIES FASTENERS

WITH 300 SERIES STRUCTURE)

2.3. BOLTS INSTALLED INTO HARDENED CONCRETE SHALL BE CONCRETE ANCHORS PER ANCHOR NOTES, THIS SHEET.

2.4. BOLTS AND STUDS SHALL BE LONG ENOUGH THAT AT LEAST TWO THREADS EXTEND BEYOND THE FACE OF THE TIGHTENED

NUT.

2.5. FOR PUMP ANCHOR BOLTS, SEE ANCHOR NOTES, THIS SHEET.

2.6. FOR MECHANICAL PIPE (NON-STRUCTURAL) CONNECTIONS, SEE MECHANICAL NOTES, NEXT SHEET.

3. INSTALLATION

3.1. ALL MATERIALS TO BE JOINED TOGETHER SHALL BE CONNECTED AS SHOWN ON THE PLANS, AS RECOMMENDED BY THE

MANUFACTURER, OR AS REQUIRED BY STANDARD INDUSTRY PRACTICES IF NOT OTHERWISE SPECIFIED.

3.2. DISSIMILAR METALS:

3.2.1. IN DAMP LOCATIONS, ISOLATE DISSIMILAR METALS USING NYLON ISOLATION SLEEVES AND WASHERS, COOPER B-LINE

NYLON HEADED SLEEVE KIT OR EQUAL.

3.2.2. FOR WET LOCATIONS: AVOID DISSIMILAR METALS UNLESS SPECIFICALLY APPROVED OR SHOWN. USE SIMILAR METALS

WITH WELDED CONNECTIONS. IF APPROVED OR SHOWN, USE GALVANIZED MILD STEEL BOLTS INSTALLED INTO PREPPED

AND COATED HOLES WITH ADDITIONAL FIELD COATING OVER THE TOP OF BOLT.