S02_Attachment 02 Drawings - 12 pages.pdf

DRAWING LIST

1i

0 GRID / COLUMN LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

Ga5xFB1

WALL TYPE

WINDOW TYPE

ROOM NAME

ROOM NAME / NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW WITH TRUE

NORTH INDICATION

EGRESS ROUTE ID AND

SECTION LENGTH

ROOM

ROOM OCCUPANCY

150 SF

EGRESS : EGRESS ID

Egress Length

ROOM OCCUPANCY & AREA

ELEVATION NUMBER

SECTION

INTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation

FLOOR LEVEL &

NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET KEYNOTE

A101

SIM

EXTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN INDEX OF DRAWINGS

DISCIPLINE:

G - GENERAL

C - CIVIL

SHEET TYPE

DESIGNATOR

VICINITY MAP

PROJECT TEAMBUILDING SUMMARY

PROJECT INFORMATION

THE EXISTING POTABLE WATER STORAGE TOWER IS LOCATED ON THE CAMPUS OF THE VA HOSPITAL IN SIOUX FALLS SOUTH DAKOTA. A THIRD PARTY INSPECTION REPORT OF THE TOWER CONDITION DATED NOVEMBER 4, 2020 WAS PERFORMED BY LIQUID ENGINEERING CORPORATION AND IDENTIFIES SEVERAL DEFICIENCIES THAT THE VA INTENDS WITH THIS PROJECT TO RECTIFY. THESE DEFICIENCIES INCLUDE ACCESS LADDER, RAILING HEIGHTS, ACCESS MANWAYS, INTERIOR ACCESS LADDER, ANCHOR BOLT CONNECTIONS, SEALING OF THE CONCRETE FOUNDATIONS, SCREENING OF THE OVERFLOW PIPE, ADJUSTMENT OF THE WINDAGE RODS, INSTALLATION OF A LEVEL INDICATOR, REPLACING OF THE ROOF VENT, REPLACING OF THE TANK DRAIN, INSTALLATION OF A MIXING SYSTEM, REPLACEMENT OF THE CATHODIC PROTECTION SYSTEM, AND PAINTING OF THE INTERIOR AND EXTERIOR SURFACES OF THE STRUCTURE. THIS TASK ORDER CHARGE IS TO EVALUATE THIS SCOPE, RECOMMEND REMEDIES AND PREPARE PLANS, SPECIFICATIONS, AND BIDDING DOCUMENTS FOR THE APPROVED REMEDIES.

ANNOTATION DRAWING SYMBOLSGENERAL NOTES

PROJECT NAME: AE UPGRADE WATER TOWER (SF)

PROJECT NUMBER: 438-23-350

PROJECT LOCATION: STATION 438 - SIOUX FALLS, SD

PROJECT PURPOSE/USE: THIS PROJECT IS TO ROUTE A TWO NEW 800A FEEDERS FROM THE PARALLELING SWITCHGEAR

50 IN BUILDING B50 AND CONNECT TO SWITCHBOARD SWBD-1 IN BUILDING 5, ROOM B66.

1. THESE DRAWINGS SHALL BE USED ONLY FOR THIS SPECIFIC PROJECT/SITE LOCATION. THESE DRAWINGS ARE A COMPOSITE SET OF CONTRACT DOCUMENTS AND SHALL NOT BE SEPARATED FOR DISTRIBUTION. THE GC SHALL REVIEW

ALL DRAWINGS AND PROVIDE/DISTRIBUTE THE ENTIRE SET TO EACH SUBCONTRACTOR.

2. THE GC SHALL VISIT THE SITE TO INSPECT EXISTING CONDITIONS AND VERIFY WORK BEING PERFORMED BEFORE

SUBMITTING COST QUOTATIONS FOR WORK.

3. NOTIFY THE COR PROMPTLY OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS AND ITS ASSOCIATED FIELD/PROJECT CONDITIONS SO THAT A RESOLUTION CAN BE

PROVIDED PRIOR TO CONTINUING WITH WORK.

4. DO NOT SCALE THE DRAWINGS. REQUEST ANY MISSING DIMENSIONS FROM THE COR.

5. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS, SHALL BE EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE ARCHITECT, AND THE AUTHORITIES HAVING JURISDICTION.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH PROCURING SUCH PERMITS AND CERTIFICATES AND SHALL FURNISH COPIES OF PERMITS, INSPECTIONS, AND CERTIFICATES TO THE OWNER.

6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK TO MINIMIZE DISRUPTION OF OF ANY EXISTING TENANTS OR BUILDING OPERATIONS. THE GENERAL CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING CONSTRUCTION THROUGHOUT ALL PHASES OF CONSTRUCTION. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION OR EQUIPMENT SHALL BE RESTORED TO ORIGINAL CONDITION AT THE

CONTRACTOR'S EXPENSE.

7. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS.

8. ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED TO THE COR IN WRITING AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO

DELIVERY DATE, QUALITY, OR COST.

9. THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES AND FACILITIES, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CONTRACTOR'S

MEANS AND METHODS OR FOR TEMPORARY STRUCTURES.

10. DEMOLITION OF EXISTING STRUCTURES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL

EMPLOY ENGINEERING EXPERTISE AS NEEDED TO ASSIST IN DEMOLITION.

11. JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONSULT WITH LOCAL FIRE AUTHORITIES TO ASCERTAIN REQUIREMENTS FOR FIRE SUPPRESSION AND SAFETY DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING OSHA

REGULATIONS DURING CONSTRUCTION.

12. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND PROTECTION OF BUILDING MATERIALS, AND INSTALLED CONSTRUCTION, FROM INCLEMENT WEATHER, THEFT, AND OTHER HAZARDS. THE GC SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR STORAGE OF MATERIALS. PARTIALLY COMPLETED WALLS SHALL BE COVERED TO PROTECT FROM WATER INTRUSION. DAMAGE, INCLUDING BUT NOT LIMITED TO MOLD, RESULTING FROM WATER INTRUSION DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.

A101

A101

SCOPE OF WORK SUMMARY:

SHEET NUMBER

WITHIN SERIES

CS101

SIOUX FALLS VA MEDICAL CENTER

W 26TH ST

W 22nd ST

S G

A R

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EAREA OF

WORK

NORTH

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U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

of Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Spinklered

Office of Construction and Facilities Management

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AE UPGRADE WATER TOWER (SF)

PROJECT NUMBER - 438-23-350

FINAL BIDDING DOCUMENTS

FEBRUARY 1, 2024

AW DAW

438-23-350

10-GI100

438 - SIOUX FALLS, SD

JANUARY 15, 2024

PROJECT COVER SHEET FINAL BIDDING

DOCUMENTS

AE UPGRADE WATER TOWER (SF)

CIVIL ENGINEER:

IMEG Corp.

1138 Columbus Street St. Louis, MO 63143

Jack Kusek, PE, PLS John.A.Kusek@imegcorp.com

815.770.5795 x35795

815.343.9014 cell

PROJECT MANAGER:

Romanyk Consulting Corp.

3308 Preston Road, Suite 350-164 Plano, Texas 75093

Arlo Wieczorek, PE Arlo.Wieczorek@RomanykConsulting.com

855.424.3838 x324

319.721.4986 cell

OWNER:

Department of Veteran Affairs - Network Contracting Office NCO23 3600 30th Street Des Moines IA 50310

SHEET # SHEET TITLE

GENERAL

10-GI100 PROJECT COVER SHEET

10-GI101 NOTES & SCHEDULES

CIVIL

10-CS102 LOCATION MAP

10-CS103 SITE PLAN & TOWER IMPROVEMENTS

10-CS104 PIPE RACK DETAIL AND NOTES

10-CS105 FENCING & SIGNAGE

10-CS106 COMMUNICATION EQUIPMENT PROTECTION

10-CU107 GENERAL TOWER RENOVATION PLAN

10-CU108 DETAILS

10-CU109 FROST FREE ROOF VENT DETAILS

10-CU110 FILL PIPE & SIGNAGE DETAILS

10-CU111 WATER TOWER PLATFORM STRUCTURAL DETAILS

Grand total: 12

1410 WEST RUSSELL STREET

SIOUX FALLS, SD 57104

605-331-2505 www.imegcorp.com

CONTRACTING OFFICER REP. (COR):

VA Sioux Falls Health Care System - Royal C. Johnson Veterans' Memorial Hospital 2501 West 22nd Street Sioux Falls, SD 57105-5046

605-336-3230 Larry Galero

Larry.Galero@va.gov 605-336-3230

STRUCTURAL ENGINEER:

IMEG Corp.

1138 Columbus Street St. Louis, MO 63143

Ali Gharamti Ali.Gharamti@imegcorp.com

815.770.5795

Revisions: Date:

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

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NOTES & SCHEDULES

10-GI101

GENERAL NOTES

LEGEND OF SYMBOLS USED

STATEMENT OF WORK SUMMARY

RESPONSIBILITY MATRIX

PHASING PLAN

CONSTRUCTION FENCE W/ GATE

PERMANENT SECURITY FENCE W/ GATE

BOLLARD

DESCRIPTION OF DEMOLITION TASKS

RESPONSIBILITY MATRIX

ITEM NO. TASK ITEM RESPONSIBLE PARTY

1 Protect Communications Bdlg under tower State of S.D.

2 Remove protective coverings from bldg upon completion of project State of S.D.

3 Relocate condensor unit for communications bldg State of S.D.

4 Replace condensor unit at communications building State of S.D.

5 Install temporary construction fencing General contractor

Remove temporary fencing and remove from site upon completion of project

General contractor

7 Install permanent fencing upon completion of project General contractor 8 Furnish, install and maintain temporary pressure tank system General contractor

Remove temporary pressure tank system upon completion of project General contractor

10 Isolate, and drain elevated tank and close valves VA

11 Lockout/Tagout valves closed by VA VA, General contractor and applicable sub-contractor

12 Disinfect and test temporary tank General contractor (also provide documentation to COR)

13 Replace aviation warning lights on tank with LED General contractor

14 Remove cathodic protection anodes and control panel General contractor

15 Furnish, install and commission tank mixing system General contractor 16 Fabricate and install frost free vent on top of elevated tank General contractor

17 Fabricate and install two manways on elevated tank sidewall General contractor

18 Fabricate and install ladder platforms General contractor 19 Furnish and install signs to fence and to ladder gate on tower General contractor 20 Remove tank drain valve from center tank riser General contractor 21 Remove valve and piping from valve vault below center tank riser General contractor 22 Remove sediment from vault below center tank riser General contractor 23 Install new valves, piping and fittings in vault below center tank riser General contractor 24 Remove interior wet ladder if one exists General contractor 25 Install protective shroud on elevated tank structure General contractor 26 Prepare exterior and interior tank surfaces and recoat General contractor

27 Disinfect and test elevated tank General contractor (also provide documentation to COR)

Remove tank shroud, construction debris, and clean construction site General contractor

29 Fill elevated tank VA

30 Check for leaks and resolve any punch list items General contractor

PHASING PLAN

NO. TASK

Install temporary construction fencing. Construction fence to be completed before any other work is allowed to begin.

2 Protect Communications Bdlg under tower 3 Relocate condensor unit for communications bldg 4 Furnish, install and maintain temporary pressure tank system 5 Disinfect and test temporary tank 6 Isolate, and drain elevated tank 7 Replace aviation warning lights on tank with LED 8 Remove cathodic protection anodes and control panel 9 Fabricate and install frost free vent on top of elevated tank

10 Fabricate and install two manways on elevated tank sidewall 11 Fabricate and install ladder platforms 12 Remove tank drain valve from center tank riser & plug outlet 13 Remove valve and piping from valve vault below center tank riser 14 Remove sediment from vault below center tank riser

15 Install new valves, piping and fittings in vault below center tank riser

16 Remove interior wet ladder if one exists

17 Install protective full shroud on elevated tank structure

18 Prepare exterior and interior tank surfaces and recoat 19 Furnish, install and commission tank mixing system 20 Disinfect and test elevated tank

21 Remove tank shroud, construction debris, and clean construction site

22 Fill elevated tank

23 Install permanent fencing

24 Remove temporary fencing and remove from site 25 Furnish and install signs to fence and to ladder gate on tower 26 Check for leaks and resolve any punch list items

27 Remove temporary pressure tank system upon completion of project

28 Remove coverings and replace condensor

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

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LOCATION MAP

10-CS102

VETERANS ADMINISTRATION HOSPITAL

NOT TO SCALE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

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SITE PLAN & TOWER IMPROVEMENTS

10-CS103

S G

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INSTALL TEE AND GATE VALVE ON BOOSTER

PUMP DISCHARGE HEADER INSIDE BOILER

BUILDING WITH CAM LOCK FITTING FOR FLEXIBLE

HOSE TO TEMPORARY PRESSURE TANK

WATERMAIN LOCATION DETAIL

N.T.S

PIPE RACK DETAIL AND NOTES

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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8910 7 6 5 4 3 2 1

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Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

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10-CS104

DESCRIPTION OF TEMPORARY POTABLE WATER STORAGE SYSTEM

DESCRIPTION OF TEMPORARY STORAGE SYSTEM WORK

SCHEDULE

MOBILIZATION & DE-MOBILIZATION

TEMPORARY STORAGE SYSTEM

MAINTAIN & OPERATE TEMPORARY SYSTEM

ACCEPTABLE TEMPORARY STORAGE SYSTEM SUPPLIERS

EXISTING PIPE RACK INSIDE BOILER

BUILDING ELEVATION VIEW

S G

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

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910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

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: 1 /2"

1'

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Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

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FENCING & SIGNAGE

10-CS105

NOTES:

TYPICAL FENCE TERMINAL

AT BUILDING CORNER DETAIL

NOT TO SCALE

S G

AR

FI

EL

D

A

VE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

E

D

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B

A

F

E

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C

B

A

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'

-0

0' 2'

4' 1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'

-0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

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COMMUNICATION EQUIPMENT PROTECTION

10-CS106

GENERAL TOWER RENOVATION PLAN

CONCEPTUAL TOWER RENOVATION PLAN

N.T.S

NOTES:

(NOTE:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h

6/

/2

:3 9:

P

M

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'

-0

0' 2'

4' 1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'

-0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

H S

REGISTERED

ENGINEER

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10-CU107

SURFACE PREPARATION & PAINTING SPECIFICATIONS

EXTERIOR SURFACES - MASTIC COATING SYSTEM

INTERIOR SURFACES - ELASTOMERIC COATING SYSTEM

CONFINED

SPACE

AUTHORIZED PERSONNEL ONLY

DANGER

VIEW OF TOWER LOOKING NORTH

TOP VIEW OF WATER TOWER

DETAILS

AA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h

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U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'

-0

0' 2'

4' 1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'

-0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

H S

REGISTERED

ENGINEER

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10-CU108

A

A

B

B

WET RISER MANWAY HATCH DETAIL

N.T.S

SECTION A-A

COVER

N.T.S

SECTION B-B

TANK FLANGE

N.T.S

NOTES:

10-CU108

FILL PIPE ADAPTER DETAIL

N.T.S

10-CU108

TYPICAL FENCING DETAIL

N.T.S

TYPICAL FENCE & BOLLARD DETAIL

N.T.S

TYPICAL SINGLE SWING GATE DETAIL

N.T.S

TYPICAL DOUBLE SWING GATE DETAIL

N.T.S

10-CU108

10-CU108

10-CU108

10-CU108

TYPICAL BOLLARD DETAIL

N.T.S

10-CU108

10-CU108

CHAIN ANCHOR &

PIVOT JOINT DETAIL

N.T.S

10-CU108

PIVOT JOINT SIDE VIEW

PIVOT JOINT BASE

(TYP. VIEW)

MANWAY VAULT BRACKET DETAIL

FROST FREE ROOF VENT DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h

6/

/2

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P

M

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'

-0

0' 2'

4' 1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'

-0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

H S

REGISTERED

ENGINEER

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10-CU109

FROST FREE ROOF VENT DETAIL

N.T.S

10-CU109

FROST FREE ROOF VENT

WELDING DETAIL

N.T.S

10-CU109

FROST FREE ROOF VENT DETAIL

N.T.S

10-CU109

10-CU109

FROST FREE ROOF VENT DETAIL

FILL PIPE & SIGNAGE DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h

6/

/2

:3 9:

P

M

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'

-0

0' 2'

4' 1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'

-0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

H S

REGISTERED

ENGINEER

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PROFESSIONAL

P.

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10-CU110

WARNING!

TAMPERING WITH

THIS FACILITY

IS A

FEDERAL

OFFENSE!

US CODE TITLE 42, SECTION 300i-1

NO TAMPERING SIGN DETAIL

N.T.S

DANGER

CONFINED

SPACE

AUTHORIZED PERSONNEL ONLY

CONFINED SPACE SIGN DETAIL

N.T.S

VAULT PIPING DETAIL

N.T.S

10-CU110

10-CU110

10-CU110

WATER TOWER

PLATFORM-STRUCTURAL DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h

6/

/2

:3 9:

P

M

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

JAK DJP/JJP

Revisions: Date:

438-23-350 of

SIOUX FALLS, SOUTH DAKOTA

FEBRUARY 1, 2024

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'

-0

0' 2'

4' 1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'

-0

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'

-0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'

-0

Spinklered

Office of Construction and Facilities Management

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

FINAL BIDDING DOCUMENTS UPGRADE WATER TOWER

H S

REGISTERED

ENGINEER

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PROFESSIONAL

P.

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10-CU111

WATER TOWER PLATFORMS

STRUCTURAL DETAILS

SCALE: 3/4" = 1'-0"

B

SECTION A-A SECTION B-B

B

A

A

TOE GUARD DETAIL - 1 REQ

N.T.S

1. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC) “ DETAILING FOR STEEL

CONSTRUCTION ” AND FABRICATED AND ERECTED IN ACCORDANCE WITH THE “

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ” .

2. STRUCTURAL STEEL SHALL CONFORM TO ASTM STANDARDS AS NOTED BELOW:

WIDE FLANGE SHAPES ASTM A992 Fy = 50 KSI OTHER ROLLED SHAPES ASTM A36 Fy = 36 KSI

ELECTRODES FOR ARC WELDING AWS 5.1, E70XX

3. ALL WELDS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY “ STRUCTURAL

WELDING CODE - STEEL ” (AWS D1.1), “ STRUCTURAL WELDING CODE - SEISMIC

SUPPLEMENT ” (AWS D1.8), AND BE MADE WITH APPROVED ELECTRODES.

4. ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY CERTIFIED

WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE TYPES OF WELDING

CALLED FOR. WELDERS SHALL HAVE BEEN RECENTLY QUALIFIED AS PRESCRIBED

IN “ QUALIFICATION PROCEDURES ” OF THE AMERICAN WELDING SOCIETY (AWS).

STEEL NOTES

1. INSTALL PLATFORM TO NOT INTERFERE WITH CROSS FRAMING.

2. IT SHALL BE CONTRACTORS RESPONSIBILITY TO PAINT

PLATFORM IN ITS ENTIRETY. COORDINATE COLOR WITH OWNER.

3. SEE PAINTING SPECIFICATIONS ON SHEET 10-CU107.

4. INSTALL PLATFORM TO BE IN A LEVEL POSITION.

5. CUT OUT AND REMOVE LATTICE BARS IN CONFLICT WITH

CHANNEL INSTALLATION.

6. WELD CHANNELS PLUMB TO EXISTING TOWER LEG. SHIM WHEN

NECESSARY.

7. ALL WELDS TO BE 3/16" UNLESS NOTED OTHERWISE.

8. ALL CHANNELS TO BE 6x8.2

PLAN NOTES

PLAN VIEW

TOE GUARD DETAIL - 2 REQ

N.T.S

TOE GUARD WELDING DETAIL - TYPICAL

N.T.S

SQUARE TUBE GUARD RAIL SECTION