1-SF26-1088 Sioux Falls Canaries Stadium Caulking Bid Drawings.pdf
PDF 15 MB Posted
- Attached to
- 26-1088 Sioux Falls Canaries Stadium- Caulking
- Solicitation number
- 26-1088
- Issued by
- Minnehaha County, South Dakota
About this file
This is a bid drawing document for the City of Sioux Falls, South Dakota, for the Sioux Falls Canaries Stadium Caulking project (Bid Request Number 26-1088). The project involves comprehensive caulking and concrete repair work at the Sioux Falls Canaries Stadium located at 1001 N West Avenue, Sioux Falls, South Dakota 57104. The scope of work includes removal and replacement of joint sealants in three widths (1/4", 1/2", and 3/4"), concrete crack repairs using epoxy injection, concrete patching with non-shrink cementitious compounds, and storefront frame sealant work. Estimated quantities include 95 linear feet of 1/4" sealant joints, 1,745 linear feet of 1/2" sealant joints, 280 linear feet of 3/4" sealant joints, 930 square feet of concrete repair, and 1,375 linear feet of 3/8" storefront perimeter joints. The project manager is Hermela Aboye of DesignArc Group, LLC, and the City of Sioux Falls contact is Danaca Schettler, P.E. A pre-bid meeting will be held at the site per the formal invitation to bid specifications. The contractor is responsible for field-verifying all dimensions and conditions prior to material ordering and must protect existing features and document any deviations for as-built drawings.
The project is estimated at $356,092 and will be funded with the City of Sioux Falls' operating budget. Unit pricing is required for the three sealant widths with costs per linear foot including all labor, materials, and preparation. Two add alternates are included: Add Alternate #1 covers complete removal and replacement of the existing bar top assembly with countertops, finishes, substrates, metal supports, and trim; Add Alternate #2 addresses complete removal and replacement of existing exterior pressure-treated wood fence and boards with new materials, including reinstatement of existing banners, stencils, signage, and graphics. The contractor is responsible for securing all building materials and equipment on site, protecting designated work areas with orange construction fencing, maintaining access to nearby streets and stadium entry, and managing designated material storage and dumpster locations. Any damage to existing walks, equipment, lawn surfaces, or sprinkler systems resulting from contractor work must be corrected prior to project completion at no cost to the owner.
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SHEET INDEX:
CONTACTS INDEX:
OWNER:
CITY OF SIOUX FALLS
CONTACT: DANACA SCHETTLER, P.E.
231 NORTH DAKOTA AVENUE,
SIOUX FALLS, SD, 57104
Danaca.Schettler@SiouxFalls.gov
ARCHITECT OF RECORD:
DESIGNARC GROUP, LLC
ARCHITECT: MATTHEW WEISS
PROJECT MGR.: HERMELA ABOYE
230 WEST RUSSELL STREET, SUITE 5
SIOUX FALLS, SD 57104
P: (605) 525-8863 hermela@designarcgroup.com
I-2
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RAPID CITY
SPEARFISH
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PIERRE
SIOUX FALLS
BROOKINGS
ABERDEEN
WATERTOWN
I-2
MADISON
SOUTH DAKOTA LOCATION MAP
MITCHELL
I-29
I-29
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DENNY SANFORD PREMIER
CENTER
SIOUX FALLS CONVENTION
CENTER
SIOUX FALLS ARENA
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SIOUX FALLS
STADIUM
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ARCHITECTURE & ENGINEERING
Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100
5/ 6/
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HERMELA ABOYE
05.08.2026
SIOUX FALLS CANARIES STADIUM CAULKING
1001 N WEST AVE, SIOUX FALLS, SD 57104 | BID REQUEST NUMBER: 26-1088 | OPERATING BUDGET
SIOUX FALLS CANARIES
STADIUM CAULKING
SIOUX FALLS, SD
26-1088
100% CD
T1.1 INDEX & PROJECT INFORMATION
A1.1 STADIUM PLAN
A1.2 EXISTING CONDITION PHOTOS
A1.3 STADIUM PLAN
A1.4 EXISTING CONDITION PHOTOS
A1.5 SITE PLAN
-NOT TO SCALE-1 AREA MAP
-NOT TO SCALE-2 SIOUX FALLS CANARIES STADIUM SITE MAP
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.
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 SPECIAL CONDITIONS SECTION OF THE SPECIFICATIONS FOR
DESCRIPTION OF ADDITIONAL REQUIREMENTS.
PROTECT SURFACES AROUND AREAS USED FOR ACCESS AND/OR
TRANSPORTING MATERIALS.
KEYNOTES - ARCH. SITE PLAN
1.
2.
3.
4.
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.
PUBLIC WORKS - DIVISION OF ENGINEERING
CITY CENTER
231 NORTH DAKOTA AVENUE
SIOUX FALLS, SD 57104
APPROVED
CITY ENGINEER DATE
THE CITY OF SIOUX FALLS
N O
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5-7-26
MEN
WOMEN
HC TOILET
SUITE
SUITE
SUITE
SUITE
SUITE
SUITE
SUITE
SUITE
STORAGE
PRESS BOX
TOILET
BOOTH
BOOTH
SUITE
CONTROL
ELEVATOR
STORAGE
DO
WN
DOWN
DOW
N
R A M P
D O W N
DOWN
DOWN
RAMP UP
1 : 12
R A M P
U P
DOW
N
738 WEST TENTH STREET, SIOUX FALLS, SD 57104
PHONE: (605)332-7211 FAX: (605)332-7222
R.F. SAYRE & ASSOCIATES
ENGINEERS & SURVEYORS
DOWNDOWN
RAMP UP1 : 12RAMP UP1 : 12
UP
DOWN
DOWN
DOWN
DOWN
ELEVATOR
UP
7'-4"
12'-0"14'-6"
29'-10"
9'-10"
R A M P
D O W N
DOWN
RAMP UP1 : 12
R A M P
U P
UP
8"
1"
2"
2"
59'- 2"
21'- 8"'
18'- 9"'
18'- 9"'
30'- 0"
11'- 6"
3"
EXISTING
MLMTJJ
00-00-00
0504.1491.99
CANARIES BASEBALL PARK - 2000
STAD2-R12.dwg, AUG 18, BENSON ROAD
HWY 38A 60TH STREET NORTH
T H
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RUSSELL
A V E N U E
A V E N U E
30 15 30 60
2.5
AREA DRAINAGE PLAN
335 North Main Avenue P.O. Box 2140 Sioux Falls, South Dakota 57101-2140 phone: (605)339-1711 fax: 339-2331
Architecture Incorporated checked revision drawn date number project
GRAPHIC SCALE
( IN FEET )
3' - 0"
4' - 0"
5" 8'
- 8
3' - 0"
4' - 0"
4' - 0"4' - 0"
4' - 0"
U
T
S
S
T
U V V V V
K
W W
7.1
7.1
7.10
7.1
7.1
7.18
7.1
7.1
7.1
7.1
7.1
3.13
3.13
3.133.13
3.13
3.16
7.18
3.13
3.14 3.14
3.14
3.13
3.13
3.13 3.13
3.15
7.18
3.13
7.18
7.18
7.18
7.18
7.18
7.18
7.18
7.18
3.16
3.14
7.18
7.18
3.13
3.13
8H
3.15
R
3.14
R
H
3.14
7.18
3.14
7.1
Q Q
3.1
7.1
7.10
G 7.18
P
P
H
3.1
G
3.1
3.1 4 13
3.14
7.18
O O
O O
3.13
3.133.13
3.16 3.16
F F
3.13
7.10
N N E
E E
E
3.13 3.14
7.18
7.18
7.18
7.18
7.10
23 1 : A1.3
7.18 7.18
7.18 7.18
7.18 7.18
7.18 7.18
7.18 7.18
7.18 7.18
7.18
7.18
7.18
7.18
7.18
7.18
7.18 7.18
7.18
7.18
7.18
7.18
7.18
7.18
7.18
7.18
7.1
7.18
7.18
7.1
7.1813
7.18
7.18
3.14
A1.12
Si m
A1.1
3 Sim
3.133.13
3.13
3.13
3.13
3.13
7.10
3' - 6"3' - 6"
4' - 8" 4' - 8"
23'
- 5
3' - 6"
7.18
JOINT SEALANT LEGEND
1/4" 1/2" 3/4"
3/8"
4' - 0"
3' - 0"
3' - 0"
3.16
3.16
*GC TO FIELD VERIFY
LOCATIONS AND SIZES OF
JOINT SEALANTS
7.15
FI
EL
D
VE
RI
FY
0"
FIELD VERIFY
128' - 5"
7.16
7.15
7.16
0" 19
0"
20' - 0" 73' - 2"
W MADISON ST
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PROJECT NO.
PROJECT MANAGER:
DATE:
SHEET:
STAMP:
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H A
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D R
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IN
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M A
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O T
IN
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D T
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C A
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ARCHITECTURE & ENGINEERING
Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100
5/
/2
9:
:5
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A1.1
DA26-013
HERMELA ABOYE
05.08.2026
SIOUX FALLS CANARIES
STADIUM CAULKING
SIOUX FALLS, SD
26-1088
100% CD
KEYNOTES
3.13 CONCRETE CRACK REPAIR AT BASE OF STEPS. PREPARE CRACK BY
ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.14 CONCRETE REPAIR AT LONG CRACKS IN FLOOR/STEP. PREPARE CRACK
BY ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.15 PATCH CRACKED/BROKEN CONCRETE LOCATIONS NOTED ON PLANS.
NEW MORTAR PATCHES SHALL HAVE PIGMENT AND AGGREGATE TO
APPROXIMATE THE EXISTING CONCRETE FLOOR/STEP/WALL TO A
REASONABLE DEGREE, AND SHALL BE FORMED FLUSH WITH EXISTING
EDGES.
3.16 CLEAN AND PREPARE ALL HOLES AND VOIDS OBSERVED IN CONCRETE
SLAB AND STEPS. FILL WITH NON-SHRINK, CEMENTITIOUS PATCHING
COMPOUND OR APPROVED REPAIR MATERIAL. FINISH FLUSH WITH
ADJACENT SURFACES AND MATCH EXISTING TEXTURE.
7.10 REMOVE EXISTING JOINT SEALANT AT CORNER BASE OF CONCRETE
WALLS AND STAIR OR FLOOR AT AREAS INDICATED. ROUTE OR SCRAPE
OUT EXISTING FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS
REQUIRED TO REACH SOUND MATERIAL. INSTALL BACKER ROD WHERE
REQUIRED AND APPLY NEW TRAFFIC-GRADE SEALANT IN ACCORDANCE
WITH MANUFACTURER’S REQUIREMENTS.
7.15 REMOVE EXISTING SEALANT AND SPACERS. PREPARE JOINTS AND
INSTALL NEW BACKER ROD AND SEALANT IN ACCORDANCE WITH
MANUFACTURER’S REQUIREMENTS AROUND THE ENTIRE STOREFRONT
FRAME.
7.16 REMOVE EXISTING SEALANT. CLEAN AND PREPARE SUBSTRATES, AND
INSTALL NEW BACKER ROD AND SEALANT AT INTERFACES AND JOINTS
AROUND STRUCTURAL STEEL BEAM MEMBERS.
7.18 REMOVE EXISTING JOINT SEALANT AT BASE JOINTS OF CONCRETE STEP,
STAIR OR WALL AT AREAS INDICATED. ROUT OR SCRAPE OUT EXISTING
FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS REQUIRED TO REACH
SOUND MATERIAL. CLEAN JOINTS OF ALL DEBRIS AND CONTAMINANTS.
INSTALL BACKER ROD WHERE REQUIRED AND APPLY NEW
TRAFFIC-GRADE SEALANT IN ACCORDANCE WITH MANUFACTURER ’S
REQUIREMENTS.
GENERAL NOTES - EXIST. CONDITIONS
A.
B.
C.
D.
E.
F.
G.
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.
UNIT PRICE NO. 1:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/4" NARROW JOINT SEALANT, INCLUDING
ALL LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 2:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/2" WIDE JOINT SEALANT, INCLUDING ALL
LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 3:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 3/4" EXTRA WIDE JOINT SEALANT,
INCLUDING ALL LABOR, MATERIALS, AND PREPARATION.
ADD ALTERNATE #1:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING BAR TOP ASSEMBLY ,
INCLUDING BUT NOT LIMITED TO COUNTERTOPS, FINISHES,
SUBSTRATES, METAL SUPPORTS/BRACKETS, TRIM,
ATTACHMENTS, AND ALL ASSOCIATED WORK NECESSARY
FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
ADD ALTERNATE #2:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING EXTERIOR/SITE PRESSURE-
TREATED WOOD FENCE & BOARDS , INCLUDING ALL
ASSOCIATED FINISHES, COATINGS, FASTENERS, BLOCKING,
TRIM, AND REINSTALLATION OF EXISTING BANNERS,
STENCILS, SIGNAGE, GRAPHICS, AND RELATED
APPURTENANCES NECESSARY FOR COMPLETE
RESTORATION OF AFFECTED AREAS.
3/32" = 1'-0"1 GRANDSTAND LEVEL PLAN - A
KEY PLAN
1" = 10'-0"2 ELEVATION - A
1" = 10'-0"3 ELEVATION - B
N O
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Hermela Snapshot
Hermela Snapshot
Hermela Rectangle
Hermela Rectangle
7.1
3.15
3.13 7.18
7.18
7.18
7.18
3.14 3.13
3.13
7.18
7.18
3.14
7.18
7.18
3.13
7.18
3.13
3.13
7.18 7.18
7.18
7.18
7.187.10 7.10 7.10
7.18
7.18
7.18
3.13
3.14 3.13
3.13 7.18 7.18
3.14
3.14
7.18
7.18
3.14
7.18
7.18
7.10 3.13
3.13 7.18
7.18
7.18
7.18
3.13
3.14
3.14
3.14
3.14
7.18
7.18
7.18
3.13 3.14
7.18
7.18
7.18
7.18
7.18 7.18
3.13
3.13
7.18
3.15
7.18
7.10
7.10
3.13
3.13 3.14
7.18
7.18 7.18
3.14
3.14
3.14
7.18
7.18 7.18
7.18
7.18
7.10
7.18
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PROJECT NO.
PROJECT MANAGER:
DATE:
SHEET:
STAMP:
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D R
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M A
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O T
IN
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D T
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C A
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ARCHITECTURE & ENGINEERING
Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100
5/ 8/
0:
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AM
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A1.2
DA26-013
HERMELA ABOYE
05.08.2026
SIOUX FALLS CANARIES
STADIUM CAULKING
SIOUX FALLS, SD
26-1088
100% CD
-NOT TO SCALE-1 A
1" = 20'-0"2 B
1" = 20'-0"3 C 1" = 20'-0"4 D
1" = 20'-0"5 E
1" = 20'-0"7 G
1" = 20'-0"6 F
1" = 20'-0"15 H 1" = 20'-0"16 I
1" = 20'-0"17 J
GENERAL NOTES - EXIST. CONDITIONS
A.
B.
C.
D.
E.
F.
G.
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.
UNIT PRICE NO. 1:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/4" NARROW JOINT SEALANT, INCLUDING
ALL LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 2:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/2" WIDE JOINT SEALANT, INCLUDING ALL
LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 3:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 3/4" EXTRA WIDE JOINT SEALANT,
INCLUDING ALL LABOR, MATERIALS, AND PREPARATION.
ADD ALTERNATE #1:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING BAR TOP ASSEMBLY ,
INCLUDING BUT NOT LIMITED TO COUNTERTOPS, FINISHES,
SUBSTRATES, METAL SUPPORTS/BRACKETS, TRIM,
ATTACHMENTS, AND ALL ASSOCIATED WORK NECESSARY
FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
ADD ALTERNATE #2:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING EXTERIOR/SITE PRESSURE-
TREATED WOOD FENCE & BOARDS , INCLUDING ALL
ASSOCIATED FINISHES, COATINGS, FASTENERS, BLOCKING,
TRIM, AND REINSTALLATION OF EXISTING BANNERS,
STENCILS, SIGNAGE, GRAPHICS, AND RELATED
APPURTENANCES NECESSARY FOR COMPLETE
RESTORATION OF AFFECTED AREAS.
1" = 20'-0"8 K 1" = 20'-0"9 L
1" = 20'-0"10 O 1" = 20'-0"11 P
1" = 20'-0"12 Q
1" = 20'-0"13 R 1" = 20'-0"18 S 1" = 20'-0"14 T
1" = 20'-0"19 U 1" = 20'-0"20 V
1" = 20'-0"21 W 1" = 20'-0"22 X
1" = 20'-0"23 Y 1" = 20'-0"24 Z
KEYNOTES
3.13 CONCRETE CRACK REPAIR AT BASE OF STEPS. PREPARE CRACK BY
ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.14 CONCRETE REPAIR AT LONG CRACKS IN FLOOR/STEP. PREPARE CRACK
BY ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.15 PATCH CRACKED/BROKEN CONCRETE LOCATIONS NOTED ON PLANS.
NEW MORTAR PATCHES SHALL HAVE PIGMENT AND AGGREGATE TO
APPROXIMATE THE EXISTING CONCRETE FLOOR/STEP/WALL TO A
REASONABLE DEGREE, AND SHALL BE FORMED FLUSH WITH EXISTING
EDGES.
7.10 REMOVE EXISTING JOINT SEALANT AT CORNER BASE OF CONCRETE
WALLS AND STAIR OR FLOOR AT AREAS INDICATED. ROUTE OR SCRAPE
OUT EXISTING FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS
REQUIRED TO REACH SOUND MATERIAL. INSTALL BACKER ROD WHERE
REQUIRED AND APPLY NEW TRAFFIC-GRADE SEALANT IN ACCORDANCE
WITH MANUFACTURER’S REQUIREMENTS.
7.18 REMOVE EXISTING JOINT SEALANT AT BASE JOINTS OF CONCRETE STEP,
STAIR OR WALL AT AREAS INDICATED. ROUT OR SCRAPE OUT EXISTING
FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS REQUIRED TO REACH
SOUND MATERIAL. CLEAN JOINTS OF ALL DEBRIS AND CONTAMINANTS.
INSTALL BACKER ROD WHERE REQUIRED AND APPLY NEW
TRAFFIC-GRADE SEALANT IN ACCORDANCE WITH MANUFACTURER ’S
REQUIREMENTS.
N O
D
ES
C
R
IP
TI
O
N
D
AT
MEN
WOMEN
HC TOILET
SUITE
SUITE
SUITE
SUITE
SUITE
SUITE
SUITE
SUITE
STORAGE
PRESS BOX
TOILET
BOOTH
BOOTH
SUITE
CONTROL
ELEVATOR
STORAGE
DO
WN
DOWN
DOW
N
R A M P
D O W N
DOWN
DOWN
RAMP UP
1 : 12
R A M P
U P
DOW
N
738 WEST TENTH STREET, SIOUX FALLS, SD 57104
PHONE: (605)332-7211 FAX: (605)332-7222
R.F. SAYRE & ASSOCIATES
ENGINEERS & SURVEYORS
DO
WN
DOWNDOWN
RAMP UP1 : 12RAMP UP1 : 12
UP
DOWN
ELEVATOR
UP
7'-4"
12'-0"14'-6"
R A M P
D O W N
DOWN
RAMP UP1 : 12
R A M P
U P
UP
UP
UP
8"
24'-4" 10'-6"
1"
2"
2"
30'- 0"
11'- 6"
3"
EXISTING
MLMTJJ
00-00-00
0504.1491.99
CANARIES BASEBALL PARK - 2000
STAD2-R12.dwg, AUG 18, BENSON ROAD
HWY 38A 60TH STREET NORTH
E N U E
M
IN
N E S O
E N U E
C
LI
E N U E
I-
MAPLE
MADISON
LO
U
IS
E
B
IG
STREET
NO
RT
H
RICE
LY
O N
BL
VD
6TH
10TH
11TH
10TH
6TH STREET
M A R
A D
K
IW
A
E N U E
W E S T
W E S T E
E N U E
M
IN
N E S O T A
C
LI
F F
SI
O U X
RI
VE
R
DR
IVE
RUSSELL
A V E N U E
A V E N U E
30 15 30 60
2.5
AREA DRAINAGE PLAN
335 North Main Avenue P.O. Box 2140 Sioux Falls, South Dakota 57101-2140 phone: (605)339-1711 fax: 339-2331
Architecture Incorporated checked revision drawn date number project
GRAPHIC SCALE
( IN FEET )
3.14
7.10
7.18 1 : A1.1
7.18
7.18
7.18
7.18
7.18
7.18
7.18
7.18
3.13
7.18
7.18
7.18
7.18
3.14
7.18
7.18
7.18
3.16
3.13
7.18
7.18
7.18
JOINT SEALANT LEGEND
1/4" 1/2" 3/4"
3/8"
3.14
7.18
3.14
3.16
*GC TO FIELD VERIFY
LOCATIONS AND SIZES OF
JOINT SEALANTS
W MADISON ST
N W
A
VE
B
X
2"
EXISTING JOINT FILLER
BELOW
NEW BACKER ROD
JOINT SEALER
JOINT WIDTH VARIES
JOINT CUT
CONCRETE SLAB
SEALANT
D
AT
E
PR
IN
TE
D
S H
E E
T N
A M
E
PROJECT NO.
PROJECT MANAGER:
DATE:
SHEET:
STAMP:
R E
V
IS
IO
N
S
F U
L L -S
C A
L E x
H A
L F
-S C
A L E x
D R
A W
IN
G
M A
Y N
O T
IN
T E
D T
O S
C A
L E
ARCHITECTURE & ENGINEERING
Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100
5/
/2
9:
:0
AM
ST
A
D
IU
M P
LA
N
A1.3
DA26-013
HERMELA ABOYE
05.08.2026
SIOUX FALLS CANARIES
STADIUM CAULKING
SIOUX FALLS, SD
26-1088
100% CD
GENERAL NOTES - EXIST. CONDITIONS
A.
B.
C.
D.
E.
F.
G.
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.
UNIT PRICE NO. 1:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/4" NARROW JOINT SEALANT, INCLUDING
ALL LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 2:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/2" WIDE JOINT SEALANT, INCLUDING ALL
LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 3:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 3/4" EXTRA WIDE JOINT SEALANT,
INCLUDING ALL LABOR, MATERIALS, AND PREPARATION.
ADD ALTERNATE #1:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING BAR TOP ASSEMBLY ,
INCLUDING BUT NOT LIMITED TO COUNTERTOPS, FINISHES,
SUBSTRATES, METAL SUPPORTS/BRACKETS, TRIM,
ATTACHMENTS, AND ALL ASSOCIATED WORK NECESSARY
FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
ADD ALTERNATE #2:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING EXTERIOR/SITE PRESSURE-
TREATED WOOD FENCE & BOARDS , INCLUDING ALL
ASSOCIATED FINISHES, COATINGS, FASTENERS, BLOCKING,
TRIM, AND REINSTALLATION OF EXISTING BANNERS,
STENCILS, SIGNAGE, GRAPHICS, AND RELATED
APPURTENANCES NECESSARY FOR COMPLETE
RESTORATION OF AFFECTED AREAS.
3/32" = 1'-0"1 GRANDSTAND LEVEL PLAN - B
KEY PLAN
3" = 1'-0"2 TYPICAL CONCRETE JOINT DETAIL
KEYNOTES
3.13 CONCRETE CRACK REPAIR AT BASE OF STEPS. PREPARE CRACK BY
ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.14 CONCRETE REPAIR AT LONG CRACKS IN FLOOR/STEP. PREPARE CRACK
BY ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.16 CLEAN AND PREPARE ALL HOLES AND VOIDS OBSERVED IN CONCRETE
SLAB AND STEPS. FILL WITH NON-SHRINK, CEMENTITIOUS PATCHING
COMPOUND OR APPROVED REPAIR MATERIAL. FINISH FLUSH WITH
ADJACENT SURFACES AND MATCH EXISTING TEXTURE.
7.10 REMOVE EXISTING JOINT SEALANT AT CORNER BASE OF CONCRETE
WALLS AND STAIR OR FLOOR AT AREAS INDICATED. ROUTE OR SCRAPE
OUT EXISTING FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS
REQUIRED TO REACH SOUND MATERIAL. INSTALL BACKER ROD WHERE
REQUIRED AND APPLY NEW TRAFFIC-GRADE SEALANT IN ACCORDANCE
WITH MANUFACTURER’S REQUIREMENTS.
7.18 REMOVE EXISTING JOINT SEALANT AT BASE JOINTS OF CONCRETE STEP,
STAIR OR WALL AT AREAS INDICATED. ROUT OR SCRAPE OUT EXISTING
FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS REQUIRED TO REACH
SOUND MATERIAL. CLEAN JOINTS OF ALL DEBRIS AND CONTAMINANTS.
INSTALL BACKER ROD WHERE REQUIRED AND APPLY NEW
TRAFFIC-GRADE SEALANT IN ACCORDANCE WITH MANUFACTURER ’S
REQUIREMENTS.
N O
D
ES
C
R
IP
TI
O
N
D
AT
E:
ESTIMATED QUANTITIES
(SEALANT)
TYPE EXT. QTY (LF)
1/4" SEALANT JOINTS
1/2" SEALANT JOINTS
3/4" SEALANT JOINTS
CONCRETE REPAIR
3/8" STOREFRONT PERIMETER
JOINTS
1,745
1,375
* Quantities indicated are for reference only. GC is responsible for confirming actual areas.
7.18 7.18
7.18
7.18
3.14 3.14
7.18 7.18
7.18
7.18
7.18
7.18
3.14
3.14 3.15
7.18
3.15
7.18
7.18
7.18
7.18
7.18
7.18
3.14 3.14
3.14 7.18
7.18 7.18
7.18
7.18
3.14
3.16
7.18 7.15 7.15
7.15
7.15
7.15 7.15
7.15
7.15
7.15
7.1
7.16
7.15
7.16
7.15
7.15
TYP.
6.62
9.70
6.62
9.70
9.70
9.70
6.62
9.70 9.70
9.70
9.70
9.70
9.70 9.70
9.70
9.70 9.70 9.70
9.70
6.62
D
AT
E
PR
IN
TE
D
S H
E E
T N
A M
E
PROJECT NO.
PROJECT MANAGER:
DATE:
SHEET:
STAMP:
R E
V
IS
IO
N
S
F U
L L -S
C A
L E x
H A
L F
-S C
A L E x
D R
A W
IN
G
M A
Y N
O T
IN
T E
D T
O S
C A
L E
ARCHITECTURE & ENGINEERING
Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100
5/ 8/
0:
:1
AM
EX
IS
TI
N
G C
O N
D
IT
IO
N
PH
O
TO
S
A1.4
DA26-013
HERMELA ABOYE
05.08.2026
SIOUX FALLS CANARIES
STADIUM CAULKING
SIOUX FALLS, SD
26-1088
100% CD
1" = 20'-0"1 aa 1" = 20'-0"2 bb
1" = 20'-0"3 cc 1" = 20'-0"4 dd
1" = 20'-0"5 ee
1" = 20'-0"6 ff
GENERAL NOTES - EXIST. CONDITIONS
A.
B.
C.
D.
E.
F.
G.
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.
UNIT PRICE NO. 1:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/4" NARROW JOINT SEALANT, INCLUDING
ALL LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 2:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/2" WIDE JOINT SEALANT, INCLUDING ALL
LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 3:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 3/4" EXTRA WIDE JOINT SEALANT,
INCLUDING ALL LABOR, MATERIALS, AND PREPARATION.
ADD ALTERNATE #1:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING BAR TOP ASSEMBLY ,
INCLUDING BUT NOT LIMITED TO COUNTERTOPS, FINISHES,
SUBSTRATES, METAL SUPPORTS/BRACKETS, TRIM,
ATTACHMENTS, AND ALL ASSOCIATED WORK NECESSARY
FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
ADD ALTERNATE #2:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING EXTERIOR/SITE PRESSURE-
TREATED WOOD FENCE & BOARDS , INCLUDING ALL
ASSOCIATED FINISHES, COATINGS, FASTENERS, BLOCKING,
TRIM, AND REINSTALLATION OF EXISTING BANNERS,
STENCILS, SIGNAGE, GRAPHICS, AND RELATED
APPURTENANCES NECESSARY FOR COMPLETE
RESTORATION OF AFFECTED AREAS.
1" = 20'-0"7 gg 1" = 20'-0"8 hh
1" = 20'-0"9 ii 1" = 20'-0"10 jj
1" = 20'-0"11 kk 1" = 20'-0"12 ll
1" = 20'-0"13 mm 1" = 20'-0"14 nn
1" = 20'-0"15 oo
1" = 20'-0"16 pp 1" = 20'-0"17 qq
1" = 20'-0"18 rr 1" = 20'-0"19 ss
1" = 20'-0"20 tt
1" = 20'-0"21 uu 1" = 20'-0"22 vv
1" = 20'-0"23 ww 1" = 20'-0"24 xx
1" = 20'-0"25 yy 1" = 20'-0"26 zz
KEYNOTES
3.14 CONCRETE REPAIR AT LONG CRACKS IN FLOOR/STEP. PREPARE CRACK
BY ROUTING TO MINIMUM 1/4" WIDTH, CLEAN OF DEBRIS AND MOISTURE.
INSTALL EPOXY INJECTION FOR FULL-DEPTH BOND PER SPECIFICATIONS.
PATCH, GRIND FLUSH, AND SEAL TO MATCH EXISTING ADJACENT
SURFACES.
3.15 PATCH CRACKED/BROKEN CONCRETE LOCATIONS NOTED ON PLANS.
NEW MORTAR PATCHES SHALL HAVE PIGMENT AND AGGREGATE TO
APPROXIMATE THE EXISTING CONCRETE FLOOR/STEP/WALL TO A
REASONABLE DEGREE, AND SHALL BE FORMED FLUSH WITH EXISTING
EDGES.
3.16 CLEAN AND PREPARE ALL HOLES AND VOIDS OBSERVED IN CONCRETE
SLAB AND STEPS. FILL WITH NON-SHRINK, CEMENTITIOUS PATCHING
COMPOUND OR APPROVED REPAIR MATERIAL. FINISH FLUSH WITH
ADJACENT SURFACES AND MATCH EXISTING TEXTURE.
6.62 PROVIDE NEW BAR RAIL TOP PER DETAIL 2/A1.5.
7.15 REMOVE EXISTING SEALANT AND SPACERS. PREPARE JOINTS AND
INSTALL NEW BACKER ROD AND SEALANT IN ACCORDANCE WITH
MANUFACTURER’S REQUIREMENTS AROUND THE ENTIRE STOREFRONT
FRAME.
7.16 REMOVE EXISTING SEALANT. CLEAN AND PREPARE SUBSTRATES, AND
INSTALL NEW BACKER ROD AND SEALANT AT INTERFACES AND JOINTS
AROUND STRUCTURAL STEEL BEAM MEMBERS.
7.18 REMOVE EXISTING JOINT SEALANT AT BASE JOINTS OF CONCRETE STEP,
STAIR OR WALL AT AREAS INDICATED. ROUT OR SCRAPE OUT EXISTING
FAILED SEALANT TO APPROX. 1/2" DEPTH OR AS REQUIRED TO REACH
SOUND MATERIAL. CLEAN JOINTS OF ALL DEBRIS AND CONTAMINANTS.
INSTALL BACKER ROD WHERE REQUIRED AND APPLY NEW
TRAFFIC-GRADE SEALANT IN ACCORDANCE WITH MANUFACTURER ’S
REQUIREMENTS.
9.70 REMOVE EXISTING PLYWOOD FENCE PANELS AND BANNERS. SALVAGE
AND STORE EXISTING BANNERS FOR REINSTALLATION. PROVIDE NEW
PRESSURE-TREATED (ACQ) PLYWOOD PANELS TO MATCH EXISTING
THICKNESS AND CONFIGURATION. PREPARE SURFACES AND APPLY NEW
BLACK PAINT IN ACCORDANCE WITH SPECIFICATIONS AND
MANUFACTURER’S REQUIREMENTS. REINSTALL BANNERS USING SIMILAR
FASTNERES AS EXISTING AND REAPPLY STENCIL NUMBERING ON FENCE
TO MATCH EXISTING.
N O
D
ES
C
R
IP
TI
O
N
D
738 WEST TENTH STREET, SIOUX FALLS, SD 57104
PHONE: (605)332-7211 FAX: (605)332-7222
R.F. SAYRE & ASSOCIATES
ENGINEERS & SURVEYORS
DO
WN
DOWN
DOWN
RAMP UP
1 : 12
RAMP UP
1 : 12
UP
DOWN
DOWN
ELEVATOR
UP
7'-4"
12'-0"14'-6"
29'-10"
R A M P
D O W N
DOWN
RAMP UP
1 : 12
R A M P
U P
8"
24'-4" 10'-6"
1"
2"
2"
59'- 2"
21'- 8"'
18'- 9"'
18'- 9"'
30'- 0"
11'- 6"
3"
EXISTING
MLMTJJ
00-00-00
0504.1491.99
CANARIES BASEBALL PARK - 2000
STAD2-R12.dwg, AUG 18, BENSON ROAD
HWY 38A 60TH STREET NORTH
E N U E
M
IN
N E S O
E N U E
C
LI
E N U E
I-
MAPLE
MADISON
LO
U
IS
E
B
IG
STREET
NO
RT
H
RICE
LY
O N
BL
VD 6TH
10TH
11TH
10TH
6TH STREET
M A R
A D
K
IW
A
E N U E
W E S T
W E S T E
E N U E
M
IN
N E S O T A
C
LI
F F
SI
O U X
RI
VE
R
DR
IVE
RUSSELL
A V E N U E
A V E N U E
30 15 30 60
2.5
AREA DRAINAGE PLAN
335 North Main Avenue P.O. Box 2140 Sioux Falls, South Dakota 57101-2140 phone: (605)339-1711 fax: 339-2331
Architecture Incorporated checked revision drawn date number project
GRAPHIC SCALE
( IN FEET )
15' - 4" 64' - 10"
13'
- 5
98' - 9"
8' -
0"
6"
4'
- 9
5"
0"
6"
9' H (VERIFY)
9' H (VERIFY)
12' H (VERIFY)
' H
(V
ER
IF
Y)
' H
(V
ER
IF
Y)
4' H
P
LY
W O
O D
B
AC
KI
N
G O
VE
R
M
AS
O N
R Y
(V
ER
IF
Y)
12' H
(VER
IFY)
12' H
(VER
IFY)
' H
(V
ER
IF
Y)
4' H PLYWOOD BACKING
OVER MASONRY
(VERIFY)
' H
(V
ER
IF
Y)
' H
(V
ER
IF
Y) 222' - 8"
' H
(V
ER
IF
Y)
3'
- 4
9.70
LEGEND
R
8' - 0"
FIELD VERIFY
104' - 4"
A1.5
Sim
6.62
2574' - 2"
3'
- 6
3'
- 2
1' - 4"
1 1/2" x 1 1/2" CONTINUOUS STEEL
TUBE BOLTED TO VERTICALS OF
GUARDRAIL (4'O.C. FIELD VERIFY).
(PAINT GREEN TO MATCH RAIL
COLOR).
PROVIDE END CAPS.
1 1/2" x 1 1/2" STEEL TUBE BRACING
AT VERTICALS(4'O.C. FIELD VERIFY).
WELDED TO CONTINUOUS TUBES.
(PAINT GREEN TO MATCH RAIL
COLOR)
KING STARBOARD W/ STAINLESS
STEEL ELEVATOR BOLT FASTENER
PER MANUF. RECOMENDATION.
UV HOPE MARINE GRADE.
COLOR: NUTMEG
GAUGE: 34"
SHEET TEXTURE: WOOD GRAIN
EXISTING PIPE
GUARDRAIL W/ CHAIN
LINK FABRIC TO REMAIN.
1'
- 0
2'
- 0
STAINLESS STEEL BOLT
FASTENER . PAINT TO MATCH
GUARDRAIL GREEN. USE
NEOPRENE WASHERS OR SIMILAR
TO CREATE WATER-RESISTANT
SEALS.
3/64" = 1'-0"1 ARCHITECTURAL SITE PLAN
D
AT
E
PR
IN
TE
D
S H
E E
T N
A M
E
PROJECT NO.
PROJECT MANAGER:
DATE:
SHEET:
STAMP:
R E
V
IS
IO
N
S
F U
L L -S
C A
L E x
H A
L F
-S C
A L E x
D R
A W
IN
G
M A
Y N
O T
IN
T E
D T
O S
C A
L E
ARCHITECTURE & ENGINEERING
Located in Sioux Falls, Brookings & Mitchell South Dakota designarcgroup.com 605.525.9100
5/ 8/
0:
:2
AM
SI
TE
P
LA
N
A1.5
DA26-013
HERMELA ABOYE
05.08.2026
SIOUX FALLS CANARIES
STADIUM CAULKING
SIOUX FALLS, SD
26-1088
100% CD
KEYNOTES
6.62 PROVIDE NEW BAR RAIL TOP PER DETAIL 2/A1.5.
9.70 REMOVE EXISTING PLYWOOD FENCE PANELS AND BANNERS. SALVAGE
AND STORE EXISTING BANNERS FOR REINSTALLATION. PROVIDE NEW
PRESSURE-TREATED (ACQ) PLYWOOD PANELS TO MATCH EXISTING
THICKNESS AND CONFIGURATION. PREPARE SURFACES AND APPLY NEW
BLACK PAINT IN ACCORDANCE WITH SPECIFICATIONS AND
MANUFACTURER’S REQUIREMENTS. REINSTALL BANNERS USING SIMILAR
FASTNERES AS EXISTING AND REAPPLY STENCIL NUMBERING ON FENCE
TO MATCH EXISTING.
GENERAL NOTES - EXIST. CONDITIONS
A.
B.
C.
D.
E.
F.
G.
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.
UNIT PRICE NO. 1:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/4" NARROW JOINT SEALANT, INCLUDING
ALL LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 2:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 1/2" WIDE JOINT SEALANT, INCLUDING ALL
LABOR, MATERIALS, AND PREPARATION.
UNIT PRICE NO. 3:
PROVIDE COST PER LINEAR FOOT FOR REMOVAL &
REPLACEMENT OF 3/4" EXTRA WIDE JOINT SEALANT,
INCLUDING ALL LABOR, MATERIALS, AND PREPARATION.
ADD ALTERNATE #1:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING BAR TOP ASSEMBLY ,
INCLUDING BUT NOT LIMITED TO COUNTERTOPS, FINISHES,
SUBSTRATES, METAL SUPPORTS/BRACKETS, TRIM,
ATTACHMENTS, AND ALL ASSOCIATED WORK NECESSARY
FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
ADD ALTERNATE #2:
PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND
INCIDENTALS REQUIRED FOR COMPLETE REMOVAL AND
REPLACEMENT OF EXISTING EXTERIOR/SITE PRESSURE-
TREATED WOOD FENCE & BOARDS , INCLUDING ALL
ASSOCIATED FINISHES, COATINGS, FASTENERS, BLOCKING,
TRIM, AND REINSTALLATION OF EXISTING BANNERS,
STENCILS, SIGNAGE, GRAPHICS, AND RELATED
APPURTENANCES NECESSARY FOR COMPLETE
RESTORATION OF AFFECTED AREAS.
1 1/2" = 1'-0"2 BAR TOP DETAIL - ADD ALT #01
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| T1.1 - INDEX & PROJECT INFORMATION |
| A1.1 - STADIUM PLAN |
| A1.2 - EXISTING CONDITION PHOTOS |
| A1.3 - STADIUM PLAN |
| A1.4 - EXISTING CONDITION PHOTOS |
| A1.5 - SITE PLAN |
File details come from the government source that posted it. Updated .