1-26-1093 PLANS.pdf

CONTACTS INDEX:

OWNER:

CITY OF SIOUX FALLS

ENGINEERING PROJECT MANAGER

CONTACT: REBECCA KOLLARS

231 NORTH DAKOTA AVENUE,

SIOUX FALLS, SD, 57104

PH: (605) 367-8698

rebecca.kollars@siouxfalls.gov

ARCHITECT OF RECORD:

DESIGNARC GROUP, LLC

ARCHITECT: MATTHEW WEISS

PROJECT MGR.: HERMELA ABOYE

2300 W. RUSSELL ST., SUITE 5

SIOUX FALLS, SD 57006

PH: (605) 525-8863

hermela@designarcgroup.com

SHEET INDEX:

I-2

I-90

RAPID CITY

SPEARFISH

I-90

PIERRE

SIOUX FALLS

BROOKINGS

ABERDEEN

WATERTOWN

I-2

MADISON

SOUTH DAKOTA LOCATION MAP

MITCHELL

I-29

I-29

I-90I-90

DENNY SANFORD

PREMIER CENTER

SIOUX FALLS

CONVENTION CENTER

SIOUX FALLS

ARENA N

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SIOUX FALLS

STADIUM

THE DEN

SIOUX FALLS

SCHOOL DISTRICT

CENTRAL SERVICES

N WESTERN AVE

HOWARD WOOD FIELD

W. RUSSELL ST.

MECH. YARD ICE MELT PIT

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ARCHITECTURE & ENGINEERING

Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100

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DA26-012

HERMELA ABOYE

04.17.2026

DENNY SANFORD PREMIER CENTER PAINTING - GENERATOR HOUSING, ICE PIT &

MECHANICAL YARD

1201 N WEST AVE, SIOUX FALLS, SD 57104 l BID REQUEST NUMBER: 26-1093 | OPERATING BUDGET

DENNY SANFORD PREMIER

CENTER PAINTING -

GENERATOR HOUSING, ICE

PIT & MECHANICAL YARD

SIOUX FALLS, SD

SF26-1093

100% CD'S

T1.1 INDEX & PROJECT INFORMATION

A1.1 MECHANICAL YARD

A1.2 ICE PIT

GENERAL NOTES - ARCH. SITE PLAN

A.

B.

C.

D.

E.

F.

ANY DAMAGE TO THE EXISTING WALKS, EQUIPMENT, OR EXISTING

LAWN SURFACE OR SPRINKLER WILL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO CORRECT PRIOR TO COMPLETION OF THE

PROJECT. IT IS RECOMMENDED THAT THE CONTRACTOR

DOCUMENT ANY CONCERNING CONDITIONS BY CAMERA PRIOR TO

COMMENCING WITH WORK.

A PRE-BID MEETING WILL BE HELD AT THE SITE. SEE INVITATION

TO BID FOR SPECIFICATIONS.

ALL MATERIALS REMOVED FROM THE PROJECT SITE SHALL BE

CONTAINED IN A DEBRIS CHUTE. ANY MARKS TO THE BUILDING

FACE FROM CONSTRUCTION MUST BE REMOVED AT PROJECT

COMPLETION. ANY DAMAGE TO WINDOWS OR BUILDING FACE

WILL BE REPAIRED AT CONTRACTOR EXPENSE.

CONTRACTOR SHALL SECURE ALL BUILDING MATERIALS AND

EQUIPMENT ON SITE. THE STADIUM WILL NOT BE RESPONSIBLE

FOR ANY STOLEN ITEMS.

CONTRACTOR TO RECORD ALL DEVIATIONS MADE DURING

CONSTRUCTION FROM THE ORIGINAL DOCUMENTS AND RETURN

TO ARCHITECT FOR AS-BUILT DRAWINGS.

SEE SPECIFICATIONS DIVISION 01 FOR DESCRIPTION OF

ADDITIONAL REQUIREMENTS.

KEYNOTES - ARCH. SITE PLAN

1.

2.

3.

4.

5.

DESIGNATED MATERIAL STORAGE/STAGING AREA FOR THIS

PROJECT. THIS AREA MUST BE PROTECTED BY STANDARD

ORANGE CONSTRUCTION FENCING. DO NOT BLOCK ANY DOORS

OR LOADING AREAS. NOTE ANY DISTURBED AREAS WILL NEED TO

BE RETURNED TO PRECONDITIONS.

NEARBY STREETS, GRAVEL DRIVES, AND THE STADIUM ENTRY

SHALL REMAIN OPEN AT ALL TIMES FOR USE BY OWNER. NO

PARKING SHALL BE ALLOWED IN THIS AREA. PARKING FOR THIS

PROJECT WILL BE PERMITTED IN THE LOT LOCATED BESIDE AND

BEHIND THE BUILDING.

DESIGNATED DUMPSTER LOCATION.

DESIGNATED SALVAGED MATERIAL STORAGE AREA FOR THIS

PROJECT. THIS AREA MUST BE PROTECTED BY STANDARD

ORANGE CONSTRUCTION FENCING. DO NOT BLOCK ANY DOORS

OR LOADING AREAS. NOTE ANY DISTURBED AREAS WILL NEED TO

BE RETURNED TO PRECONDITIONS.

ACCESS POINT TO WORK AREAS FOR CONTRACTORS.

-NOT TO SCALE-1 AREA MAP

-NOT TO SCALE-2 DENNY SANFORD PREMIER CENTER SITE MAP

PUBLIC WORKS - DIVISION OF ENGINEERING

CITY CENTER

231 NORTH DAKOTA AVENUE

SIOUX FALLS, SD 57104

APPROVED

CITY ENGINEER DATE

THE CITY OF SIOUX FALLS

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5/21/26

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PREMIER CENTER

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FIELD VERIFY

21' - 8"

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8"

GENERATOR

ENCLOSURE

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4' - 0"

2.57 2.5

2.5

2.5

2.57

2.5

FIELD VERIFY

123' - 4" (12' H)

FIELD VERIFY

2' - 4" (12' H)

SIM.

OTHER

SIDE

2.5

2.5 82.58

2.59 2.59 2.59

5.12 5.12 5.12

8.72 8.72 8.72

9.70

9.70

9.7

9.7

9.7

9.7

9.7

9.70 9.7

8.17 9.70

2.59 8.72

2.59 8.72

2.58 9.70

2.58

2.58

2.58 9.70

9.70

9.70

2.58 9.70

2.58

2.58

9.70

9.70

2.57 9.70

8.17 9.70

2.58 9.70

3" X 3" X 1/4" ALUMINUM

SQUARE TUBE GATE

FRAME

6063-T52

∅3/16" CABLE

TRUSSING

AS REQUIRED

EXTRUDED ALUMINUM

LOUVERS, TYP.

6061-T52

1/4" X 1" ALUMINUM

FLAT BAR RIB

6061-T6

PLAN VIEW

GATE ELEVATION

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FIELD VERIFY

4' - 0"

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3'

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7'

- 0

EXISTING POST. FIELD VERIFY

BOLTED CONNECTION; GORILLA HINGE 3000

PANEL ELEVATION

9.70

9.70

8.18

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ARCHITECTURE & ENGINEERING

Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100

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DA26-012

HERMELA ABOYE

04.17.2026

DENNY SANFORD PREMIER

CENTER PAINTING -

GENERATOR HOUSING, ICE

PIT & MECHANICAL YARD

SIOUX FALLS, SD

SF26-1093

100% CD'S

KEYNOTES

2.57 REMOVE EXISTING PAINT FROM EXTERIOR STEEL FENCE USING DRY-ICE

BLASTING. CLEAN ALL SURFACES TO REMOVE LOOSE COATINGS, DIRT,

OIL, AND CONTAMINANTS WITHOUT DAMAGING BASE METAL.

2.58 SELECTIVELY REMOVE EXISTING PAINT FROM GENERATOR HOUSING.

LIMIT REMOVAL TO DETERIORATED OR DAMAGED AREAS ONLY. CLEAN

SURFACES OF RUST, DIRT, OIL, AND OTHER CONTAMINANTS WITHOUT

DAMAGING SUBSTRATE OR EQUIPMENT. PROTECT ALL OPENINGS,

CONTROLS, AND SENSITIVE COMPONENTS FROM DEBRIS AND MOISTURE

DURING WORK.

2.59 REMOVE ALL EXISTING WELDED CONNECTIONS AT SWING GATES,

INCLUDING FAILED OR DETERIORATED WELDS. GRIND SURFACES

SMOOTH AND REMOVE ALL WELD RESIDUE, RUST, AND CONTAMINANTS

WITHOUT DAMAGING BASE METAL.

5.12 REMOVE EXISTING HORIZONTAL BRACING AT SWING GATES AND WELD

CONNECTIONS W/O DAMAGING REMAINING FRAME MEMBERS. PROVIDE

A NEW REMOVABLE HORIZONTAL STRUT MEMBER AT EACH SWING GATE,

EXTENDING B/N GATE LEAF AND ADJ POST OR B/N POSTS AS REQ'D FOR

STABILITY. STRUT SHALL BE ADEQUATELY SIZED TO RESIST

ANTICIPATED LOADS & LIMIT DEFLECTION. ATTACH STRUT TO POSTS

USING BOLTED CONNECTIONS W/GALV OR SS HARDWARE. PROVIDE

QUICK-RELEASE BALL-LOCK PINS OR APPROVED EQUAL AT CONNECTION

POINTS TO ALLOW FOR TOOL-FREE REMOVAL WHILE MAINTAINING A

SECURE AND RIGID CONNECTION DURING NORMAL OPERATION.

COORDINATE W/EXISTING FRAME AND HINGE CONDITIONS. VERIFY

PROPER GATE OPERATION, CLEARANCES, AND ALIGNMENT UPON

COMPLETION.

8.17 REMOVE EXISTING LOUVERED FENCE PANEL & PROVIDE NEW SINGLE

SWING GATE WITH FIXED LOUVERED PANEL ABOVE WHERE INDICATED.

MODIFY OPENING & REFRAME AS REQ'D TO ACCOMMODATE NEW GATE

AND PANEL WHILE MAINTAINING OVERALL STRUCTURAL INTEGRITY AND

ALIGNMENT WITH ADJACENT FENCE SYSTEM. PROVIDE NEW STEEL GATE

FRAME, HARDWARE, AND REQ'D REINFORCEMENT MEMBERS. PROVIDE

NEW LOUVERED PANEL ABOVE GATE, MATCHING EXISTING IN MATERIAL,

PROFILE, & ALIGNMENT. ENSURE GATE OPENS & CLOSES FREELY AND IS

PROPERLY ALIGNED W/ADJACENT PANELS. COORDINATE W/EXISTING

SUPPORT POSTS, FRAMING, & GATE SYSTEM.

8.18 PROVIDE GATE HARDWARE INCLUDING HINGES, LATCHES, AND ALL

NECESSARY ACCESSORIES. GATE SHALL BE OPERABLE FOR BOTH

INGRESS AND EGRESS, WITH A THUMB TURN ON THE INTERIOR FOR

FREE EGRESS AND A KEYED LOCK ON THE EXTERIOR FOR CONTROLLED

ACCESS. LOCKING CYLINDER SHALL BE SARGENT LA KEYWAY,

PROVIDED BLANK, WITH FINAL KEYING TO BE SET BY OWNER.

8.72 PROVIDE NEW GORILLA HINGE 3000 BOLTED CONNECTIONS AT ALL

SWING GATE LOCATIONS, INCLUDING DRILLING OR FIELD-PUNCHING AS

REQUIRED. INSTALL GALV OR SS FASTENERS OF ADEQUATE SIZE AND

CAPACITY AND PER MANUFACTURER. ALIGN MEMBERS TRUE AND PLUMB

PRIOR TO FASTENING.

9.70 APPLY NEW HIGH PERFORMANCE PAINT PER SPEC SECTION 099600;

HIGH-PERFORMACE COATINGS.

1" = 100'-0"

KEY PLAN

GENERAL NOTES - EXIST. CONDITIONS

A.

B.

EXISTING FEATURES TO REMAIN SHALL BE PROTECTED FROM

DAMAGE DURING CONSTRUCTION. ANY FEATURES REQUIRING

TEMPORARY REMOVAL AND REINSTALL SHALL BE APPROVED IN

ADVANCE BY OWNER FOR INTENDED STORAGE LOCATION. ANY

DAMAGE TO EXISTING FEATURES BY CONTRACTOR SHALL BE

REPLACED BY CONTRACTOR AT NO COST TO THE OWNER.

ALL DIMENSIONS INDICATED ARE PROVIDED FOR BID PRICING

PURPOSES ONLY AND SHALL BE FIELD VERIFIED BY THE GENERAL

CONTRACTOR PRIOR TO FABRICATION AND MATERIAL ORDERING.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

CONFIRMING ALL EXISTING CONDITIONS AND DIMENSIONS IN THE

FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN

TEAM PRIOR TO PROCEEDING WITH WORK.

1/8" = 1'-0"1 FLOOR PLAN - MECHANICAL YARD

1" = 50'-0"2 GATE ATTACHMENT (TYP.) - A

1" = 50'-0"3 GATE ATTACHMENT (TYP.) - B

1" = 50'-0"4 GENERATOR HOUSING - E

1" = 50'-0"7 GENERATOR HOUSING - NW

1" = 50'-0"8 GENERATOR HOUSING - SW

1" = 50'-0"9 GENERATOR HOUSING - W

1" = 50'-0"5 MECH YARD ENCLOSURE

1" = 50'-0"6 MECH YARD ENCLOSURE GATE

1" = 50'-0"10 TOP OF GENERATOR HOUSING

3/8" = 1'-0"11 HORIZONTAL LOUVER BLADE SWING GATE

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2.63

2.6

2"

FIELD VERIFY

5' - 8" (3' 6"H)

2.66 7.0

7.01

7.01

7.01

7.01

7.01

2.63

2.63

2.63

8"

8" 4

2.63

2.63

2.63

2.63

8'

- 0

2.64

3'

- 6

5' - 8"

2.66

NEW

EXISTING

4'

- 9

8"

5' - 0"

7.01

7.01

7.01

7.012.63 7.01

2.65

7.01 7.0

3 3 /4"

2.63

2.63

2.64

7.01

7.01

7.0

7.01

2.632.64

2.65

7.01

7.01

7.01

7.01

2.67

2.66

2.64

7.01

7.01

7.0 12.6

2.67

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ARCHITECTURE & ENGINEERING

Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100

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DA26-012

HERMELA ABOYE

04.17.2026

DENNY SANFORD PREMIER

CENTER PAINTING -

GENERATOR HOUSING, ICE

PIT & MECHANICAL YARD

SIOUX FALLS, SD

SF26-1093

100% CD'S

KEYNOTES

2.63 REMOVE EXISTING URETHANE COATING AT ALL INDICATED SURFACES

BY ABRASIVE BLASTING AND/OR MECHANICAL MEANS. DRY ICE

BLASTING MAY BE USED FOR CLEANING ONLY AND SHALL NOT BE

RELIED UPON AS THE PRIMARY COATING REMOVAL METHOD.

2.64 EXISTING EXTENTS OF WATERPROOFING COATING ARE SHOWN FOR

REFERENCE, FEILD VERIFY. REMOVE EXISTING COATING AND EXTEND

REMOVAL TO LIMITS INDICATED OR AS REQUIRED TO ACHIEVE SOUND,

WELL-ADHERED SUBSTRATE.

2.65 REMOVE EXISTING WATERROOFING COATING FROM STEEL GATE.

PREPARE SURFACE BY DRY-ICE BLASTING AND SELECTIVE MECHANICAL

MEANS TO REMOVE ALL LOOSE OR DETERIORATED COATING, RUST, AND

CONTAMINANTS AND TO ACHIEVE A SUITABLE SURFACE PROFILE FOR

RECOATING. CLEAN AND PRIME AS REQUIRED IN ACCORDANCE WITH

COATING SYSTEM MANUFACTURER’S WRITTEN INSTRUCTIONS.

2.66 TEMPORARILY DISCONNECT AND REMOVE ICE-MELTING COILS AND

ASSOCIATED COMPONENTS PRIOR TO SURFACE PREPARATION AND

COATING APPLICATION. PROTECT ALL PIPING, CONTROLS, AND DRAINS

DURING WORK. REINSTALL AND RECONNECT SYSTEMS AFTER COATING

APPLICATION IS COMPLETE, AND VERIFY PROPER OPERATION.

2.67 TEMPORARILY DISCONNECT AND REMOVE PLUMBING PIPES AS

REQUIRED TO ALLOW COATING OF SURFACES BEHIND. PROTECT

COMPONENTS DURING WORK. REINSTALL AND RECONNECT AFTER

COATING APPLICATION IS COMPLETE.

7.01 APPLY NEW HIGH-PERFORMANCE, FLUID-APPLIED URETHANE COATING

SYSTEM TO AREAS INDICATED IN ACCORDANCE WITH PROJECT

SPECIFICATIONS AND MANUFACTURER’S WRITTEN INSTRUCTIONS.

COATING SYSTEM SHALL BE SUITABLE FOR INTENDED EXPOSURE

CONDITIONS AND COMPATIBLE WITH PREPARED SUBSTRATES. BASIS OF

DESIGN: PRODUCTS BY SIKA CORPORATION; SUBSTITUTIONS SUBJECT

TO ARCHITECT APPROVAL. SEE SPEC SECTION 071416.

GENERAL NOTES - EXIST. CONDITIONS

A.

B.

EXISTING FEATURES TO REMAIN SHALL BE PROTECTED FROM

DAMAGE DURING CONSTRUCTION. ANY FEATURES REQUIRING

TEMPORARY REMOVAL AND REINSTALL SHALL BE APPROVED IN

ADVANCE BY OWNER FOR INTENDED STORAGE LOCATION. ANY

DAMAGE TO EXISTING FEATURES BY CONTRACTOR SHALL BE

REPLACED BY CONTRACTOR AT NO COST TO THE OWNER.

ALL DIMENSIONS INDICATED ARE PROVIDED FOR BID PRICING

PURPOSES ONLY AND SHALL BE FIELD VERIFIED BY THE GENERAL

CONTRACTOR PRIOR TO FABRICATION AND MATERIAL ORDERING.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

CONFIRMING ALL EXISTING CONDITIONS AND DIMENSIONS IN THE

FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN

TEAM PRIOR TO PROCEEDING WITH WORK.

1" = 100'-0"

KEY PLAN

1/4" = 1'-0"1 FLOOR PLAN - ICE PIT

3/8" = 1'-0"2 ICE MELT PIT SECTION

1" = 50'-0"3 ICE MELTING PIT - A

1" = 50'-0"4 ICE MELTING PIT - B

1" = 50'-0"5 ICE MELTING PIT - C

1.

2.

3.

4.

ICE PIT MELT PIPING REMOVAL/RE-INSTALLATION SCOPE OF WORK

GENERAL CONTRACTOR TO RETAIN A QUALIFIED PLUMBER CAPABLE OF:

GENERAL CONTRACTOR TO RETAIN A QUALIFIED PLUMBER CAPABLE OF DRAINING THE

ENTIRE ICE MELT BRINE SYSTEM, INCLUDING ALL ASSOCIATED PIPING AND COMPONENTS

REQUIRED TO COMPLETE THIS WORK. IT IS ANTICIPATED THAT THE SYSTEM CONTAINS

APPROXIMATELY 500 TO 600 GALLONS OF BRINE SOLUTION. THE EXISTING BRINE

SOLUTION SHALL NOT BE REUSED. CONTRACTOR SHALL PROVIDE NEW BRINE SOLUTION

FOR COMPLETE SYSTEM REFILL AFTER WORK IS COMPLETE.

** PLUMBER IS RESPONSIBLE FOR DISPOSAL OF THE EXISTING BRINE SOLUTION IN

ACCORDANCE WITH ALL LOCAL CODES AND REQUIREMENTS.

DISCONNECT THE PIPING WITHIN THE ICE MELT PIT FOR FUTURE RE-CONNECTION AFTER

THE NEW SURFACE TREATMENT HAS BEEN APPLIED AND CURED.

** NOTE THAT THE REPAIR SHOULD NOT CAUSE A LEAK AT THE PIPE PENETRATIONS

THROUGH THE FLOOR OF THE ICE MELT PIT. THE PIPING SHOULD BE SEALED SO THAT

CONSTRUCTION WASTE, OR SURFACE TREATMENT MATERIAL DOES NOT ENTER THE

PIPING SYSTEM.

RECONNECT THE ICE MELT PIT PIPING USING A CERTIFIED WELDER AND PERFORM A

PRESSURE TEST TO CONFIRM THAT WELDING OF THE PIPE HAS FULLY SEALED THE PIPE

CUTS AND REPAIRS.

IN THE EVENT THAT ELECTRO-FUSION PIPING IS CUT OR DAMAGED DURING THE

PROCESS, MATCHING ELECTRO-FUSION COUPLERS WILL NEED TO BE PROVIDED AND

INSTALLED AS PART OF THE REPAIR. THE CONTRACTOR IS RESPONSIBLE TO ACCOUNT

FOR THE FITTINGS AND PARTS REQUIRED, THE TIME AND LABOR NECESSARY FOR THE

REPAIR, AND A WARRANTY OF THE FINAL REPAIR.

THE ICE MELT PIPING IS SHOWN IN VIEW #5/SHEET A1.2. IT IS EXPECTED THAT THIS WILL

REQUIRE CUTTING OF PIPING TO EXPOSE ICE PIT SURFACE BELOW THE PIPE SO NEW

SURFACE TREATMENT CAN BE APPLIED WITHOUT OBSTRUCTION. RETAIN PIPE SECTIONS

REMOVED FOR RE-INSTALLATION LATER.

PLUMBER WILL BE REQUIRED TO MIX NEW BRINE SOLUTION (CALCIUM CHLORIDE SOLUTION)

TO REPLACE VOLUME DRAINED AS PART OF PERFORMING THIS SCOPE OF WORK. THE

NEWLY MIXED SOLUTION MUST MEET INDUSTRY STANDARDS/REQUIREMENTS AND MATCH

THE STRENGTH AND ph OF THE EXISTING BRINE SOLUTION. OWNERS REPRESENTATIVE TO BE PRESENT AND SIGN OFF ON NEW BRINE MIXTURE CONCENTRATION AND ph BEFORE THE

REFILL PROCESS OCCURS. DO NOT REFILL BRINE SOLUTION WITHOUT SIGN OFF BY OWNERS

REPRESENTATIVE.

REFILLING OF THE BRINE SOLUTION WILL REQUIRE BLEEDING THE SYSTEM OF AIR AND WILL

REQUIRE MONITORING OF THE SYSTEM TO ENSURE THAT AIR LEAVING THE SYSTEM IS FULLY

REMOVED AND SUFFICIENT BRINE SOLUTION IS PROVIDED TO FULLY FILL THE SYSTEM.

PLUMBING CONTRACTOR IS RESPONSIBLE TO PROVIDE THE NEW CALCIUM CHLORIDE, THE

PROPER WATER TO BE USED FOR THE MIX, AND PROVIDE ALL NECESSARY TESTING

SUPPLIES TO ENSURE THAT SOLUTION CONCENTRATION/STRENGTH AND ph LEVELS AND

ACHIEVED AND ARE STABLE.

PLUMBING CONTRACTOR TO PROVIDE AS PART OF THE SUBMITTAL THE QUALIFICATIONS AND

CERTIFICATES FOR THE WELDER WHO WILL BE PERFORMING ALL WELDS ON SITE AND

INCLUDE A DESCRIPTION OF HOW THE WORK WILL BE PERFORMED SO AS NOT TO DAMAGE

THE NEW SURFACE TREATMENTS FOR THE ICE MELT PIT. ALSO IDENTIFY THE WELDING

METHOD PROPOSED FOR RECONNECTING THE PIPING AND THE RECOMMENDED PIPE AND

PIPE WELD SURFACE TREATMENTS FOR PREVENTING CORROSION AND PREMATURE FAILURE

OF THE REPAIR.

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