SW Washington Fair_09.15.2025_ReducedSEPTEMBER 15, 2025—25.006294.000SW Washington Equine CenterMaster Plan
01 Process Update
SW Washington Equine Center — Summer 2025
4/12 4/19 4/26 5/3 5/104/5 5/17 5/24 5/31 6/7 6/14 6/21 7/19 8/166/28 7/26 8/237/5 8/2 8/307/12 8/9 9/6 9/13 9/20
Kickoff Workshop & StakeholderMeeting #1May 5, 2025
Site Visit & SWW Fair August 12-17, 2025
BoCC & Stakeholder Meeting #2July 01, 2025
Master plan Concept Design Services CompleteSeptember 30, 2025Notice of AwardApril 22, 2025
APRIL MAY JUNE JULY AUGUST SEPTEMBER
Venue Programming
Initial Conceptual Venue Design
SWW Fair Survey & Feedback
Site Planning
Conceptual Venue Design
Conceptual Cost Estimate
Final Master Plan Deliverables
LA Live
Project Phase
Phase Subtask
* Estimate Only
Task Description
BoCC & Stakeholder Meeting #3September 15, 2025
9/27
01 Process Update
SW Washington Equine Center — Summer 2025
02 Market Analysis
SW Washington Equine Center — Summer 2025
02 Market Analysis
Why Consider Development of A New Equestrian Center At SWW Fairgrounds?
Growing Attendance At The SWW Fair And Other Signature Events:
The SWW Fair has seen growing attendance levels since COVID and attracted over 88,000 people in 2024. It will be important to
continue to reinvest in facility assets moving forward to retain and continue the growth trajectory.
Strong/Growing Population Base In Lewis County:
The Lewis County market has seen consistent population growth in recent years, exceeding the national average. Investment in the
SWW Fairgrounds presents opportunities both to enhance quality-of-life for new and existing residents and to ensure the long-term
viability of the Fairgrounds.
Lewis County Market Is Well-Positioned Geographically:
Located near the center point of Seattle and Portland along Interstate 5, the Lewis County market is accessible by a significant base
of population west of the Cascade Mountains in both Washington and Oregon.
Lack Of Equestrian Arena Covering/Enclosure Deters Year-Round Events:
The lack of either a covered or fully enclosed equestrian arena has been noted by both local stakeholders and outside user groups
as a deterrent to attracting new events to the SWW Fairgrounds.
Potential Opportunity To Grow Existing Event Activity:
An enclosed or covered arena could have positive effects on existing events such as the rodeo, Mexican rodeo, dog shows and other
activities to grow their presence at the SWW Fairgrounds.
Mitigation Of Flooring Issues:
Careful planning will be necessary to ensure sustainability of any potential future investment in event facilities at the SWW
Fairgrounds based on its location in the floodplain and floodway.
SW Washington Equine Center — Summer 2025
02 Market Analysis
Current & Past User Survey
Survey Response – CSL sent an online survey to 46 current and past users of the SWW Fairgrounds. A total of 22 organizations/individual
renters and event organizers responded, providing feedback on their use of the grounds and perceived opportunities for improvement at the
SWW Fairgrounds.
Strengths Of The SWW Fairgrounds – Users mentioned the SWW Fairgrounds’ convenient location near I-5, a variety of flexible indoor
and outdoor spaces, particularly the Blue Pavilion, and a helpful, responsive staff as key strengths. They also noted recent improvements in
cleanliness and general maintenance.
Challenges With Hosting At The SWW Fairgrounds – Noted challenges of hosting events at the SWW Fairgrounds included the need for
facility updates, improved ADA accessibility, consideration of dynamic pricing models to better accommodate nonprofit groups, improved
vendor set-up space and more open space for event flow and/or casual gathering spaces.
Likelihood Of Future Use And Event Growth At The SWW Fairgrounds – Respondents were asked about the likelihood of utilizing the SWW
Fairgrounds if improvements were made and compared to their response on their projected usage if no improvements were made. They were
also asked about the potential to grow their events if facilities at the SWW Fairgrounds were expanded and/or otherwise enhanced. Their
responses are summarized below:
What Improvements Need To Be Addressed -
Interior/exterior paint and repairs, fixing potholes and improving parking access.
Adding event space similar to the Blue Pavilion.
More livestock pens.
Improved drainage.
Better water access for food vendors.
Improved FF&E offerings.
Structural upgrades to stages, grandstands, and sound systems.
Likelihood Of Using The SWW Fairgrounds
If It Remained The Same
13%
6%
13%
31%
38%
5 - Definitely Not
4 - Unlikely
3 - Possibly
2 - Likely
1 - Definitely
Likelihood Of Using The SWW Fairgrounds
If Improvements Are Made
0%
0%
13%
27%
60%
5 - Definitely Not
4 - Unlikely
3 - Possibly
2 - Likely
1 - Definitely
0%
7%
20%
33%
40%
5 - Definitely Not
4 - Unlikely
3 - Possibly
2 - Likely
1 - Definitely
Likelihood Of Growing Existing Event(s) at the
SWW Fairgrounds if Improvements Are Made
SW Washington Equine Center — Summer 2025
02 Market Analysis
Summary of Key Findings
Survey Response – Telephone and virtual interviews were conducted with local, regional and national equestrian,
livestock and other agricultural event producers. CSL compiled a contact list of 110 livestock/equestrian
organizations and conducted outreach 5+ times to each organization. This effort resulted in 15 interviews, yielding
a 14 percent response rate, which is relatively low compared to similar survey outreach processes we have
completed in other markets.
Main Ring Size And Constitution – Interviewed equestrian/livestock event organizers with a potential interest in
the SWW Fairgrounds indicated a need for a covered 150’ x 300’ (approximately 45,000 square feet) of dirt-floor
competition space.
Seating Requirements – Significant seating levels would not be required to accommodate this incremental event
activity.
Warm-Up Space – Respondents indicated a need for a secondary ring (preferably covered) with similar
dimensions to the primary show ring; proximate or directly connected to the primary arena and stalling facilities.
Stall Barn Capacity – Respondents generally require a minimum of 100 stalls, with the majority of respondents
requiring access to 200 stalls.
RV Hook-Up Capacity – Event attendees requiring RV hook-ups generally prefer at least one RV lot be located
proximate to the event and/or stalling facilities at the event venue. Respondents indicating a potential interest in
utilizing SWW Fairgrounds facilities generally indicated a need for a maximum of 100 to 150 RV hook-ups, with the
majority of events being able to be accommodated with 50 to 75 RV hook-ups proximate to the arena/stall barns.
Attendance Impacts – Smaller regional equestrian events can attract up to 100 participants and limited
spectators. Larger shows bring 300 to 500 attendees. Respondents generally would host two- or three-day
events at the SWW Fairgrounds.
Other Requirements/Preferences – Event producers also noted preferences for amenities such as high-speed
wireless internet, a show office, wash racks, and nearby stalls adjacent to the arena space.
15
completed interviews
53%
positive interest rate
150’x300’
Primary arena show ring size
100 –200 stalls
Stall barn capacity
50 –75 RV hook-ups
Full-service hook-ups with access
to additional overflow RV parking
100 –500 attendees
Most shows would attract
approximately 100 attendees,
with larger shows attracting up to
500 attendees.
SW Washington Equine Center — Summer 2025
03 SWW Fair Equestrian Venue Survey
SW Washington Equine Center — Summer 2025
03 SWW Fair Equestrian Venue Survey
How many days will you be attending the
SWW Fair?
42%
1%
1%
7%
14%
35%
All 6 days
5 days
4 days
3 days
2 days
1 day
How many times per year do you attend
events at the SWW Fairgrounds?
3%
5%
58%
34%
10+ times per year
6 to 10 times per year
2 to 5 times per year
Once per year
Satisfaction of
SWW Equestrian Center Design
2%
6%
8%
37%
48%
1 - Doesn't meet the needs
2 -
3 -
4 -
5 - Fully meets the needs
Attendance Increase
with SWW Renovation
0%
0%
17%
4%
79%
1 - Definitely decrease
2 - Likely decrease
3 - Remain the same
4 - Likely increase
5 - Definitely increase
SW Washington Equine Center — Summer 2025
03 SWW Fair Equestrian Venue Survey Fair Survey - Issues
84% of respondents indicated that equestrian-related
improvements would be their top priority.
“The horse 4-H department is in poor repair. The outdoor
arena is either dusty to an unhealthy level for youth, visitors
and horses, or muddy and poses fall/injury risk.”
SW Washington Equine Center — Summer 2025
03 SWW Fair Equestrian Venue Survey
Survey respondents were presented with a preliminary draft of equestrian center designs
What they Liked:
“I like the covered arena because it would help to prevent weather related delays and cancellations.”
“I like that the arena is big and covered with stalls next to the arena. That is amazing.”
“I love that the stalls and arena are attached so kids are able to watch their friends.”
“I think it's a great idea and much needed for the area.”
SW Washington Equine Center — Summer 2025
03 SWW Fair Equestrian Venue Survey
Survey respondents were presented with a preliminary draft of equestrian center designs
What still needs work:
“Direct, covered access from the stalls to the arena with enough space to easily accommodate horse
traffic from both directions.”
“There should be a warm-up arena leading to a covered arena.”
“Look at wind / weather screens and reducing impact of noise from the train tracks."
“Make sure there is enough electrical at the stalls and an adequate number of wash stalls"
SW Washington Equine Center — Summer 2025
04 Challenges & Improvements
SW Washington Equine Center — Summer 2025
04 Challenges & Improvements
We recognize and deeply respect the hard work the community
invests year after year.
SW Washington Equine Center — Summer 2025
04 Challenges & Improvements
This community isn’t just maintaining a space—they’re creating
opportunities, especially for local youth.
July 28th, 2025
July 28, 2025
SW Washington Equine Center — Summer 2025
04 Challenges & Improvements
A typical rain event renders the arena unusable and unsafe to the
horses and riders.
SW Washington Equine Center — Summer 2025
05 Equine Venue Design
SW Washington Equine Center — Summer 2025
Keep the needs of the community and its
youth at the forefront, preserving opportunities
for growth, education, and connection while
creating economic impact for the county and
revenue opportunities to support operations
and upkeep.
SW Washington Equine Center — Summer 2025
05 Equine Venue Design
Existing Arena: 120' x 230'
Existing Warm-Up Arena: 150' x 160'
Existing Stalls: 82
ExistingSW Washington Equine Center — Summer 2025
05 Equine Venue Design
Renovated Arena: 140' x 260'
Renovated Warm-Up Arena: 150' x 160'
Existing Stalls: 82
Phase 01 - Arena RenovationsSW Washington Equine Center — Summer 2025
05 Equine Venue Design
The Grady County Fairgrounds Outdoor Arena offers an ideal solution for installing a new arena rail at the Southwest Washington Fairgrounds. Designed with proper grading and integrated drainage systems,
the arena helps prevent water accumulation, ensuring the grounds remain usable even during inclement weather. This allows events to proceed as scheduled, minimizing delays and cancellations while
enhancing overall functionality and reliability of the venue.
Rail Detail Typical Gate Section Enlarged Railing Elevation
Grady County Fairgrounds Outdoor Arena Details
4" SQUARE x 1/4" WALLSTEEL TUBE POSTS @10'-0" O.C.
1/4" CLOSUREPLATE WELDED TOTOP OF 4" SQUAREPOSTS, TYPICAL
6"x3/4"x6" STEEL PLATE W/ (6)5/8"x24" D.B.A.(ARRANGED IN 2 ROWS OF 3)6'-0"EQEQEQ2" NPS STEEL PIPERAIL WELDED TOPOST
CONCRETE STEM WALL(SMOOTH FINISH)RE: STRUCTURAL
CONCRETE FOOTINGRE: STRUCTURAL
GEOTEXTILE FABRIC(EQUIVALENT TOMIRAFI 180N)
COMPACTED CLAY 8"1'-8"CONCRETE TIEBEAM BEYONDRE: STRUCTURAL
5/16
3/4" CHAMFERED EDGES,TYPICAL
1-1/2"x1/2" DEEP REVEAL,CONTINUOUS
ARENA TOPPING1'-0" DEEP
1088.40 ARENASURFACE@ PERIMETER
DUMBELL WATERSTOP,CONTINUOUS
WELD RAIL TO POST,CONTINUOUS , BOTHSIDES
4"x8" DRAINAGE SCUPPERBEYOND, LOCATE EVERY 10' - TYP.
10"
EMBEDS
4"x6"x3/8" WALLSTEEL TUBE POST4"x6"x3/8" STEEL TUBEPOST, CONCRETE FILLED6'-0"EQEQEQCONCRETE FOOTINGRE: STRUCTURAL
GEOTEXTILE FABRIC(EQUIVALENT TOMIRAFI 180N)
3/4" GRAVEL COMPACTED 2'-4"CONCRETE TIE BEAMBEYOND RE: STRUCTURAL
ARENA TOPPING1'-0" DEEPARENA SURFACE@ PERIMETER
DUMBELL WATERSTOP,CONTINUOUS
2" NPS STEEL PIPERAIL WELDED POST (BEYOND)STEM WALLBEYOND1/4" BENT STEELPLATEHINGES, TYPICAL.GATE OMITTEDFOR CLARITY
10"
STAGGER EXPANSIONSLEEVES
2" NPS STEEL PIPE
4" SQUARE STEELPOSTS @ 10'-0" O.C., TYP.EXPANSION SLEEVE.
CONCRETE STEMWALLWITH SMOOTH FINISH
1-1/2"x1/2" DEEPREVEAL,CONTINUOUS
ARENA TOPPING
COMPACTEDCLAY
CONCRETE FOOTINGBEYOND
NOTE: PROVIDE EXPANSION SLEEVESAT 50'-0" ON CENTER MAXIMUM
COMPACTED SUBGRADE
GEOTEXTILE FABRIC(EQUIVALENT TO
MIRAFI 180N)
1088.40 ARENASURFACE@ PERIMETER
4"x8" DRAINAGESCUPPER, 10' O.C. TYP.AROUND ARENA WALLCENTERED BETWEEN POSTS
FREEZE PROOF HYDRANT.WOODFORD MODEL Y30 OREQUIVALENT
DRAIN, TIE INTO SANITARYSEWER.RE: CIVIL FOR CONTINUATION
7"1'-2"1'-9"2'-10"CONCRETE.SLOPE TO DRAIN2'-2"6"x6"x1/4" SQUARE STEEL TUBEW/ CAP AND BOLT FLANGE.POWDER COAT FINISH - COLOR TBDCL
VALVE BODY.RE: PLUMBING FORAPPROPRIATE BURY DEPTH
CONC. FILL TUBE, DOMECONC. CAP
8" PIPE x 1/4" GALVANIZED STL.PIPE W/ POWDER COAT FINISH.DARK BRONZE
AC PAVING/CONCRETESEE PLANS
CONCRETE FOOTING
DOMED CONCRETE FILLAT TOP OF BOLARD
4'-0"4'-0"3"1/2" EXPANSIONMATERIAL
6"6" 8" 6"
1'-8"5'-6"6"ARENA TOPPING
COMPACTED SUBGRADE
6"x4"x3/8" STEEL TUBE POST,CONCRETE FILLED1000# HEAVY DUTY HINGESWELDED TO STEELPOST, TYP.
COMPACTED CLAY
1" DIA. STEEL DROPROD AT EXTERIOR OFEACH GATECHAIN LATCH WITH3'-0" OF CHAINWELDED TO GATE8"x3/4"x8" STEEL PLATE W/(8) 5/8"x24" D.B.A.(2 ROWS OF 4)5/16TYPICAL
GEOTEXTILE FABRIC(EQUIVALENT TO MIRAFI 180N)
8'-2 27/32"8"8'-2 27/32"8"2"1/8" STEEL PLATE INFILL BTWN BOTTOMGATE RAILS TYP. @ ALL ARENA GATESA8-2MA8-2L
2-1/4" O.D. STEEL PIPE RAIL
1/4" BENT STEELPLATE, FULL HEIGHT OF POST
STEEL PIPEGATE
STEEL ANGLE
HINGE
4" x 6"x1/4" STEEL TUBEPOST,CONCRETE FILLEDEXTERIOR
INTERIOR OF ARENA
3/4" CHAMFERED EDGESTYPICAL3"2'-6"3'-3"1'-0"1'-4"10'-2"8"ORNAMENTAL FENCE - TOMATCH EXSISTINGORNAMENTAL FENCE ONFAIRGROUNDS (AMERISTAR -MONTAGE II)Event Level0' - 0"CA8-43"1'-8"2"2"2"1"3/4"4"7'-4"PRECAST CAPABOVE, SLOPEDw/ DRIP EDGE8x8x16 CMU -ALTERNATE EACHCOURSE FORPATTERNORNAMENTAL GATEJA8-4Sim
10 3/4"12"FREEZE PROOFHYDRANT
6"X6" 1/4" STEEL WITHBOLT FLANGE
EXPOXY ANCHORBOLTS IN CONC. BASE
3/4" CHAMPER ONCONCRETE BASE
8 1/2"
SLOPE
SLOPESLOPECHAINLINKFENCE
3'-6"3'-6"1'-2 1/2"1'-3 1/2"1'-0"1'-0"*MIRROR PEDESTAL
AND BOLLARD TO
OPP. SIDE OF
CENTERLINE
ELECTRICALPEDESTAL, RE:ELEC.
CONC. FILL
Event Level0' - 0"DASH INDICATESSOLID INFILL 1/8"PLATE1" ROUND TUBE14GA. MIN. TYP(4) @ 1000# - HEAVY DUTYBARREL HINGES. GATE TOSWINGSECURITY LOCK WITH KEYEDCYLINDER AND STRIKER PLATE1" DIA CANE BOLT WITH SLOTPER DETAIL L/A8-2. PROVIDEADDITIONAL SLOT FORCANEBOLT IN OPEN POSITION5'-8"R 3' - 2"R 2' - 0"R 1' - 2 1/2"R 1' - 7 1/4"R 3' - 6"R 7' - 6"6" x 6" STL. POST, COOR.CONC. FOOTING WITH WALLFOOTING5'-8"PLATE ATTACHED TOCMU, TYP. AT EACHSIDEMETAL CAP @ TOP OF POST- TYP. FLUSH W/ CONT.WELD.2" x 3" TUBE, MITER CORNERw/ CONT WELD, 14GA.1" x 2" SQ. TUBE 14 GA.WELD PLATE EMBED - COORD. WITHSTRUCTURAL FOR FOUNDATION8" x 3/4" x 8" PLATE- EMBED FLUSHWITH CONC.(8) 5/8" X 36" DBA(2 ROWS OF 4)CA8-48x8x16 - CMU, ALTERNATEEACH COURSE FOR PATTERNRE: STRUCTURAL FORFOOTING3"FILL CELLS WITH GROUTAND STEEL REINF. RE:STRUCTPRECAST CAP ABOVEORNAMENTAL FENCEBOLLARD, RE: H/A8-42"ORNAMENTAL GATEROLLER GUIDE POST11 1/2"6 1/2"10"ROLLER TRACKPRECAST CONCRETECAP, SLOPED w/ DRIPEDGE1'-8"1'-8"PILASTER BELOWORNAMENTALFENCEYARD HYDRANT,RE: L/A8-41'-0"3/8"x3"x4"x0'2" STEELANGLE WELDED TO
RAILS
EXPANSIONANCHOR TO WALL1"DIA STEEL RUNG@ 1'-0", O.C. w/ANTI SLIPSURFACE, TYP.1/2"X2 1/2" STEEL BARPLAN VIEW
EXPANSION ANCHOR
TO CONCRETE SLAB
3"x8"x3/8" STEELANGLES WELDED TORAILS3" 7"AS REQUIRED2'-0"
ELEVATION
2" X 1/2" PLATE FULLYWELDED TO GATE POST(2) EXP. ANCHORSINTO GROUTED BLOCK2 1/2"3"H x 5"L x 1/2" PLATE
PROJECT NO.
Copyright C
ISSUED BY:
ISSUED DATE:
SHEET TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Architecture, Planning,Interiors, Programming300 Wyandotte, Suite 200Kansas City, Missouri 64105816/ 221-1500 ®
TM
®
®2/20/20143:33:44PMGrady County Fairgrounds Rodeo Arena500 East ChoctawChickasha, Oklahoma 73018Structural EngineerKirkpatrick Forest Curtis PCMechanical, Electrical, PlumbingHorner and Associates Engineers Inc.Civil EngineerLandes EngineeringConstruction ManagerCMS Willowbrook
100% FINAL REVIEW
02/18/2014
Metal Working Details
A8-4
12.3560.20
02/28/14
2014
205 NW 63rd, Suite 390Oklahoma City, OK 73116405/ 528-45961306 Commerce Dr.Norman, OK 73071405 / 801-2528903 E. 35th P.O. Box 1032Shawnee, Oklahoma 74802-1032405 / 275-53883108 South Ninth St.Chickasha, OK 73018405 / 224-1554
3/4" = 1'-0"A8-4
A W1 - RAIL DETAIL
3/4" = 1'-0"A8-4
B TYPICAL GATE SECTION
3/4" = 1'-0"A8-4
DW1 - ENLARGED RAILING ELEVATION
1 1/2" = 1'-0"A8-4
PHYDRANT SECTION DETAIL
3/4" = 1'-0"A8-4
GBOLLARD DETAIL
3/4" = 1'-0"A8-4
EGATE ELEVATION
1 1/2" = 1'-0"A8-4
KGATE DETAIL
3/4" = 1'-0"A8-4C Entry Fence Elevation Detail 3/4" = 1'-0"A8-4FOrnamental Fence Section
1 1/2" = 1'-0"A8-4
NDetail at Hydrant
3/4" = 1'-0"A8-4MEntry Gate - North 1" = 1'-0"A8-4JPILASTER DETAIL 1" = 1'-0"A8-4HPILASTER DETAIL
3/4" = 1'-0"A8-4
LTYP. ACCESS LADDER
NO. DATE DESCRIPTION
4" SQUARE x 1/4" WALLSTEEL TUBE POSTS @10'-0" O.C.
1/4" CLOSUREPLATE WELDED TOTOP OF 4" SQUAREPOSTS, TYPICAL
6"x3/4"x6" STEEL PLATE W/ (6)5/8"x24" D.B.A.(ARRANGED IN 2 ROWS OF 3)6'-0"EQEQEQ2" NPS STEEL PIPERAIL WELDED TOPOST
CONCRETE STEM WALL(SMOOTH FINISH)RE: STRUCTURAL
CONCRETE FOOTINGRE: STRUCTURAL
GEOTEXTILE FABRIC(EQUIVALENT TOMIRAFI 180N)
COMPACTED CLAY 8"1'-8"CONCRETE TIEBEAM BEYONDRE: STRUCTURAL
5/16
3/4" CHAMFERED EDGES,TYPICAL
1-1/2"x1/2" DEEP REVEAL,CONTINUOUS
ARENA TOPPING1'-0" DEEP
1088.40 ARENASURFACE@ PERIMETER
DUMBELL WATERSTOP,CONTINUOUS
WELD RAIL TO POST,CONTINUOUS , BOTHSIDES
4"x8" DRAINAGE SCUPPERBEYOND, LOCATE EVERY 10' - TYP.
10"
EMBEDS
4"x6"x3/8" WALLSTEEL TUBE POST
4"x6"x3/8" STEEL TUBEPOST, CONCRETE FILLED
6'-0"EQEQEQCONCRETE FOOTINGRE: STRUCTURAL
GEOTEXTILE FABRIC(EQUIVALENT TO
MIRAFI 180N)
3/4" GRAVEL COMPACTED 2'-4"CONCRETE TIE BEAMBEYOND RE: STRUCTURAL
ARENA TOPPING1'-0" DEEP
ARENA SURFACE@ PERIMETER
DUMBELL WATERSTOP,CONTINUOUS
2" NPS STEEL PIPERAIL WELDED POST (BEYOND)
STEM WALLBEYOND
1/4" BENT STEELPLATE
HINGES, TYPICAL.GATE OMITTEDFOR CLARITY
10"
STAGGER EXPANSIONSLEEVES
2" NPS STEEL PIPE
4" SQUARE STEELPOSTS @ 10'-0" O.C., TYP.EXPANSION SLEEVE.
CONCRETE STEMWALLWITH SMOOTH FINISH
1-1/2"x1/2" DEEPREVEAL,CONTINUOUS
ARENA TOPPING
COMPACTEDCLAY
CONCRETE FOOTINGBEYOND
NOTE: PROVIDE EXPANSION SLEEVESAT 50'-0" ON CENTER MAXIMUM
COMPACTED SUBGRADE
GEOTEXTILE FABRIC(EQUIVALENT TOMIRAFI 180N)
1088.40 ARENASURFACE@ PERIMETER
4"x8" DRAINAGESCUPPER, 10' O.C. TYP.AROUND ARENA WALLCENTERED BETWEEN POSTS
FREEZE PROOF HYDRANT.WOODFORD MODEL Y30 OREQUIVALENT
DRAIN, TIE INTO SANITARYSEWER.
RE: CIVIL FOR CONTINUATION
7"1'-2"1'-9"2'-10"CONCRETE.SLOPE TO DRAIN2'-2"6"x6"x1/4" SQUARE STEEL TUBEW/ CAP AND BOLT FLANGE.POWDER COAT FINISH - COLOR TBD
CL
VALVE BODY.RE: PLUMBING FOR
APPROPRIATE BURY DEPTH
CONC. FILL TUBE, DOMECONC. CAP
8" PIPE x 1/4" GALVANIZED STL.PIPE W/ POWDER COAT FINISH.DARK BRONZE
AC PAVING/CONCRETESEE PLANS
CONCRETE FOOTING
DOMED CONCRETE FILLAT TOP OF BOLARD
4'-0"4'-0"3"1/2" EXPANSIONMATERIAL
6"6" 8" 6"
1'-8"5'-6"6"ARENA TOPPING
COMPACTED SUBGRADE
6"x4"x3/8" STEEL TUBE POST,CONCRETE FILLED
1000# HEAVY DUTY HINGESWELDED TO STEEL
POST, TYP.
COMPACTED CLAY
1" DIA. STEEL DROPROD AT EXTERIOR OF
EACH GATE
CHAIN LATCH WITH3'-0" OF CHAINWELDED TO GATE
8"x3/4"x8" STEEL PLATE W/(8) 5/8"x24" D.B.A.(2 ROWS OF 4)
5/16TYPICAL
GEOTEXTILE FABRIC(EQUIVALENT TO MIRAFI 180N)
8'-2 27/32"8"8'-2 27/32"8"
2"
1/8" STEEL PLATE INFILL BTWN BOTTOMGATE RAILS TYP. @ ALL ARENA GATES
A8-2
M
A8-2
L
2-1/4" O.D. STEEL PIPE RAIL
1/4" BENT STEELPLATE, FULL HEIGHT OF POST
STEEL PIPEGATE
STEEL ANGLE
HINGE
4" x 6"x1/4" STEEL TUBEPOST,CONCRETE FILLEDEXTERIOR
INTERIOR OF ARENA
3/4" CHAMFERED EDGESTYPICAL 3"2'-6"3'-3"1'-0"1'-4"10'-2"8"ORNAMENTAL FENCE - TOMATCH EXSISTINGORNAMENTAL FENCE ONFAIRGROUNDS (AMERISTAR -MONTAGE II)Event Level0' - 0"
CA8-4 3"1'-8"2"2"2"1"3/4"4"7'-4"PRECAST CAPABOVE, SLOPEDw/ DRIP EDGE8x8x16 CMU -ALTERNATE EACHCOURSE FORPATTERNORNAMENTAL GATEJA8-4 Sim
10 3/4"12"FREEZE PROOFHYDRANT
6"X6" 1/4" STEEL WITHBOLT FLANGE
EXPOXY ANCHORBOLTS IN CONC. BASE
3/4" CHAMPER ONCONCRETE BASE
8 1/2"
SLOPE
SLOPESLOPECHAINLINKFENCE
3'-6"3'-6"1'-2 1/2"1'-3 1/2"1'-0"1'-0"*MIRROR PEDESTAL
AND BOLLARD TO
OPP. SIDE OFCENTERLINE
ELECTRICALPEDESTAL, RE:ELEC.
CONC. FILL
Event Level0' - 0"DASH INDICATES
SOLID INFILL 1/8"
PLATE
1" ROUND TUBE14GA. MIN. TYP
(4) @ 1000# - HEAVY DUTY
BARREL HINGES. GATE TO
SWING
SECURITY LOCK WITH KEYED
CYLINDER AND STRIKER PLATE
1" DIA CANE BOLT WITH SLOT
PER DETAIL L/A8-2. PROVIDE
ADDITIONAL SLOT FOR
CANEBOLT IN OPEN POSITION
5'-8"R 3' - 2"R 2' - 0"
R 1' - 2 1/2"R 1' - 7 1/4"
R 3' - 6"R 7' - 6"6" x 6" STL. POST, COOR.CONC. FOOTING WITH WALLFOOTING5'-8"PLATE ATTACHED TOCMU, TYP. AT EACHSIDEMETAL CAP @ TOP OF POST- TYP. FLUSH W/ CONT.WELD.
2" x 3" TUBE, MITER CORNER
w/ CONT WELD, 14GA.
1" x 2" SQ. TUBE 14 GA.
WELD PLATE EMBED - COORD. WITH
STRUCTURAL FOR FOUNDATION
8" x 3/4" x 8" PLATE- EMBED FLUSHWITH CONC.(8) 5/8" X 36" DBA(2 ROWS OF 4)CA8-48x8x16 - CMU, ALTERNATEEACH COURSE FOR PATTERNRE: STRUCTURAL FORFOOTING3"FILL CELLS WITH GROUTAND STEEL REINF. RE:STRUCTPRECAST CAP ABOVEORNAMENTAL FENCEBOLLARD, RE: H/A8-42"ORNAMENTAL GATEROLLER GUIDE POST11 1/2"6 1/2"10"ROLLER TRACKPRECAST CONCRETECAP, SLOPED w/ DRIPEDGE
1'-8"1'-8"
PILASTER BELOW
ORNAMENTAL
FENCE
YARD HYDRANT,
RE: L/A8-41'-0"3/8"x3"x4"x0'2" STEEL
ANGLE WELDED TO
RAILS
EXPANSION
ANCHOR TO WALL
1"DIA STEEL RUNG
@ 1'-0", O.C. w/ANTI SLIP
SURFACE, TYP.
1/2"X2 1/2" STEEL BAR
PLAN VIEW
EXPANSION ANCHOR
TO CONCRETE SLAB
3"x8"x3/8" STEELANGLES WELDED TO
RAILS
3" 7"AS REQUIRED2'-0"
ELEVATION
2" X 1/2" PLATE FULLYWELDED TO GATE POST(2) EXP. ANCHORSINTO GROUTED BLOCK2 1/2"3"H x 5"L x 1/2" PLATE
PROJECT NO.
Copyright C
ISSUED BY:
ISSUED DATE:
SHEET TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Architecture, Planning,Interiors, Programming300 Wyandotte, Suite 200Kansas City, Missouri 64105816/ 221-1500 ®
TM
®
®2/20/20143:33:44PMGrady County Fairgrounds Rodeo Arena500 East ChoctawChickasha, Oklahoma 73018Structural EngineerKirkpatrick Forest Curtis PCMechanical, Electrical, PlumbingHorner and Associates Engineers Inc.Civil EngineerLandes EngineeringConstruction ManagerCMS Willowbrook
100% FINAL REVIEW
02/18/2014
Metal Working Details
A8-4
12.3560.20
02/28/14
2014
205 NW 63rd, Suite 390Oklahoma City, OK 73116405/ 528-45961306 Commerce Dr.Norman, OK 73071405 / 801-2528903 E. 35th P.O. Box 1032Shawnee, Oklahoma 74802-1032405 / 275-53883108 South Ninth St.Chickasha, OK 73018405 / 224-1554
3/4" = 1'-0"A8-4
A W1 - RAIL DETAIL
3/4" = 1'-0"A8-4
B TYPICAL GATE SECTION
3/4" = 1'-0"A8-4
D W1 - ENLARGED RAILING ELEVATION
1 1/2" = 1'-0"A8-4
PHYDRANT SECTION DETAIL
3/4" = 1'-0"A8-4
GBOLLARD DETAIL
3/4" = 1'-0"A8-4
E GATE ELEVATION
1 1/2" = 1'-0"A8-4
KGATE DETAIL
3/4" = 1'-0"A8-4
C Entry Fence Elevation Detail
3/4" = 1'-0"A8-4
FOrnamental Fence Section
1 1/2" = 1'-0"A8-4
NDetail at Hydrant
3/4" = 1'-0"A8-4
MEntry Gate - North
1" = 1'-0"A8-4JPILASTER DETAIL
1" = 1'-0"A8-4
HPILASTER DETAIL
3/4" = 1'-0"A8-4
LTYP. ACCESS LADDER
NO. DATE DESCRIPTION
4" SQUARE x 1/4" WALLSTEEL TUBE POSTS @10'-0" O.C.
1/4" CLOSUREPLATE WELDED TOTOP OF 4" SQUAREPOSTS, TYPICAL
6"x3/4"x6" STEEL PLATE W/ (6)5/8"x24" D.B.A.(ARRANGED IN 2 ROWS OF 3)6'-0"EQEQEQ2" NPS STEEL PIPERAIL WELDED TOPOST
CONCRETE STEM WALL(SMOOTH FINISH)RE: STRUCTURAL
CONCRETE FOOTINGRE: STRUCTURAL
GEOTEXTILE FABRIC(EQUIVALENT TOMIRAFI 180N)
COMPACTED CLAY 8"1'-8"CONCRETE TIEBEAM BEYONDRE: STRUCTURAL
5/16
3/4" CHAMFERED EDGES,TYPICAL
1-1/2"x1/2" DEEP REVEAL,CONTINUOUS
ARENA TOPPING1'-0" DEEP
1088.40 ARENASURFACE@ PERIMETER
DUMBELL WATERSTOP,CONTINUOUS
WELD RAIL TO POST,CONTINUOUS , BOTHSIDES
4"x8" DRAINAGE SCUPPERBEYOND, LOCATE EVERY 10' - TYP.
10"
EMBEDS
4"x6"x3/8" WALLSTEEL TUBE POST4"x6"x3/8" STEEL TUBEPOST, CONCRETE FILLED6'-0"EQEQEQCONCRETE FOOTINGRE: STRUCTURAL
GEOTEXTILE FABRIC(EQUIVALENT TO
MIRAFI 180N)
3/4" GRAVEL COMPACTED 2'-4"CONCRETE TIE BEAMBEYOND RE: STRUCTURAL
ARENA TOPPING1'-0" DEEPARENA SURFACE@ PERIMETER
DUMBELL WATERSTOP,CONTINUOUS
2" NPS STEEL PIPERAIL WELDED POST (BEYOND)STEM WALLBEYOND1/4" BENT STEELPLATEHINGES, TYPICAL.GATE OMITTEDFOR CLARITY
10"
STAGGER EXPANSIONSLEEVES
2" NPS STEEL PIPE
4" SQUARE STEELPOSTS @ 10'-0" O.C., TYP.EXPANSION SLEEVE.
CONCRETE STEMWALLWITH SMOOTH FINISH
1-1/2"x1/2" DEEPREVEAL,CONTINUOUS
ARENA TOPPING
COMPACTEDCLAY
CONCRETE FOOTINGBEYOND
NOTE: PROVIDE EXPANSION SLEEVESAT 50'-0" ON CENTER MAXIMUM
COMPACTED SUBGRADE
GEOTEXTILE FABRIC(EQUIVALENT TOMIRAFI 180N)
1088.40 ARENASURFACE@ PERIMETER
4"x8" DRAINAGESCUPPER, 10' O.C. TYP.AROUND ARENA WALLCENTERED BETWEEN POSTS
FREEZE PROOF HYDRANT.WOODFORD MODEL Y30 OREQUIVALENT
DRAIN, TIE INTO SANITARYSEWER.RE: CIVIL FOR CONTINUATION
7"1'-2"1'-9"2'-10"CONCRETE.SLOPE TO DRAIN2'-2"6"x6"x1/4" SQUARE STEEL TUBEW/ CAP AND BOLT FLANGE.POWDER COAT FINISH - COLOR TBDCL
VALVE BODY.RE: PLUMBING FOR
APPROPRIATE BURY DEPTH
CONC. FILL TUBE, DOMECONC. CAP
8" PIPE x 1/4" GALVANIZED STL.PIPE W/ POWDER COAT FINISH.DARK BRONZE
AC PAVING/CONCRETESEE PLANS
CONCRETE FOOTING
DOMED CONCRETE FILLAT TOP OF BOLARD
4'-0"4'-0"3"1/2" EXPANSIONMATERIAL
6"6" 8" 6"
1'-8"5'-6"6"ARENA TOPPING
COMPACTED SUBGRADE
6"x4"x3/8" STEEL TUBE POST,CONCRETE FILLED1000# HEAVY DUTY HINGESWELDED TO STEELPOST, TYP.
COMPACTED CLAY
1" DIA. STEEL DROPROD AT EXTERIOR OFEACH GATECHAIN LATCH WITH3'-0" OF CHAINWELDED TO GATE 8"x3/4"x8" STEEL PLATE W/(8) 5/8"x24" D.B.A.(2 ROWS OF 4)5/16TYPICAL
GEOTEXTILE FABRIC(EQUIVALENT TO MIRAFI 180N)
8'-2 27/32"8"8'-2 27/32"8"2"1/8" STEEL PLATE INFILL BTWN BOTTOMGATE RAILS TYP. @ ALL ARENA GATESA8-2MA8-2L
2-1/4" O.D. STEEL PIPE RAIL
1/4" BENT STEELPLATE, FULL HEIGHT OF POST
STEEL PIPEGATE
STEEL ANGLE
HINGE
4" x 6"x1/4" STEEL TUBEPOST,CONCRETE FILLEDEXTERIOR
INTERIOR OF ARENA
3/4" CHAMFERED EDGESTYPICAL 3"2'-6"3'-3"1'-0"1'-4"10'-2"8"ORNAMENTAL FENCE - TOMATCH EXSISTINGORNAMENTAL FENCE ONFAIRGROUNDS (AMERISTAR -MONTAGE II)Event Level0' - 0"CA8-4 3"1'-8"2"2"2"1"3/4"4"7'-4"PRECAST CAPABOVE, SLOPEDw/ DRIP EDGE8x8x16 CMU -ALTERNATE EACHCOURSE FORPATTERNORNAMENTAL GATEJA8-4 Sim
10 3/4"12"FREEZE PROOFHYDRANT
6"X6" 1/4" STEEL WITHBOLT FLANGE
EXPOXY ANCHORBOLTS IN CONC. BASE
3/4" CHAMPER ONCONCRETE BASE
8 1/2"
SLOPE
SLOPE SLOPECHAINLINKFENCE
3'-6"3'-6"1'-2 1/2"1'-3 1/2"1'-0"1'-0"*MIRROR PEDESTAL
AND BOLLARD TO
OPP. SIDE OFCENTERLINE
ELECTRICALPEDESTAL, RE:ELEC.
CONC. FILL
Event Level0' - 0"DASH INDICATESSOLID INFILL 1/8"PLATE1" ROUND TUBE14GA. MIN. TYP(4) @ 1000# - HEAVY DUTYBARREL HINGES. GATE TOSWINGSECURITY LOCK WITH KEYEDCYLINDER AND STRIKER PLATE 1" DIA CANE BOLT WITH SLOTPER DETAIL L/A8-2. PROVIDEADDITIONAL SLOT FORCANEBOLT IN OPEN POSITION5'-8"R 3' - 2"R 2' - 0"R 1' - 2 1/2"R 1' - 7 1/4"R 3' - 6"R 7' - 6"6" x 6" STL. POST, COOR.CONC. FOOTING WITH WALLFOOTING5'-8"PLATE ATTACHED TOCMU, TYP. AT EACHSIDE METAL CAP @ TOP OF POST- TYP. FLUSH W/ CONT.WELD.2" x 3" TUBE, MITER CORNERw/ CONT WELD, 14GA.1" x 2" SQ. TUBE 14 GA.WELD PLATE EMBED - COORD. WITHSTRUCTURAL FOR FOUNDATION 8" x 3/4" x 8" PLATE- EMBED FLUSHWITH CONC.(8) 5/8" X 36" DBA(2 ROWS OF 4)CA8-4 8x8x16 - CMU, ALTERNATEEACH COURSE FOR PATTERNRE: STRUCTURAL FORFOOTING3"FILL CELLS WITH GROUTAND STEEL REINF. RE:STRUCTPRECAST CAP ABOVEORNAMENTAL FENCEBOLLARD, RE: H/A8-42"ORNAMENTAL GATEROLLER GUIDE POST11 1/2"6 1/2"10"ROLLER TRACKPRECAST CONCRETECAP, SLOPED w/ DRIPEDGE1'-8"1'-8"PILASTER BELOWORNAMENTALFENCEYARD HYDRANT,RE: L/A8-4 1'-0"3/8"x3"x4"x0'2" STEEL
ANGLE WELDED TO
RAILS
EXPANSIONANCHOR TO WALL1"DIA STEEL RUNG@ 1'-0", O.C. w/ANTI SLIPSURFACE, TYP.1/2"X2 1/2" STEEL BARPLAN VIEW
EXPANSION ANCHOR
TO CONCRETE SLAB
3"x8"x3/8" STEELANGLES WELDED TORAILS3" 7"AS REQUIRED2'-0"
ELEVATION
2" X 1/2" PLATE FULLYWELDED TO GATE POST(2) EXP. ANCHORSINTO GROUTED BLOCK2 1/2"3"H x 5"L x 1/2" PLATE
PROJECT NO.
Copyright C
ISSUED BY:
ISSUED DATE:
SHEET TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Architecture, Planning,Interiors, Programming300 Wyandotte, Suite 200Kansas City, Missouri 64105816/ 221-1500 ®
TM
®
®2/20/20143:33:44PMGrady County Fairgrounds Rodeo Arena500 East ChoctawChickasha, Oklahoma 73018Structural EngineerKirkpatrick Forest Curtis PCMechanical, Electrical, PlumbingHorner and Associates Engineers Inc.Civil EngineerLandes EngineeringConstruction ManagerCMS Willowbrook
100% FINAL REVIEW
02/18/2014
Metal Working Details
A8-4
12.3560.20
02/28/14
2014
205 NW 63rd, Suite 390Oklahoma City, OK 73116405/ 528-45961306 Commerce Dr.Norman, OK 73071405 / 801-2528903 E. 35th P.O. Box 1032Shawnee, Oklahoma 74802-1032405 / 275-53883108 South Ninth St.Chickasha, OK 73018405 / 224-1554
3/4" = 1'-0"A8-4
A W1 - RAIL DETAIL
3/4" = 1'-0"A8-4
B TYPICAL GATE SECTION
3/4" = 1'-0"A8-4
D W1 - ENLARGED RAILING ELEVATION
1 1/2" = 1'-0"A8-4
PHYDRANT SECTION DETAIL
3/4" = 1'-0"A8-4
G BOLLARD DETAIL
3/4" = 1'-0"A8-4
E GATE ELEVATION
1 1/2" = 1'-0"A8-4
K GATE DETAIL
3/4" = 1'-0"A8-4C Entry Fence Elevation Detail 3/4" = 1'-0"A8-4F Ornamental Fence Section
1 1/2" = 1'-0"A8-4
NDetail at Hydrant
3/4" = 1'-0"A8-4M Entry Gate - North 1" = 1'-0"A8-4J PILASTER DETAIL 1" = 1'-0"A8-4H PILASTER DETAIL
3/4" = 1'-0"A8-4
L TYP. ACCESS LADDER
NO. DATE DESCRIPTION
SW Washington Equine Center — Summer 2025
05 Equine Venue Design
Grady County Fairgrounds Outdoor Arena
SW Washington Equine Center — Summer 2025
05 Equine Venue Design
Arena Cover: 140' x 300'
Renovated Warm-Up Arena: 150' x 160'
Existing Stalls: 82
Phase 01 - Arena CoverSW Washington Equine Center — Summer 2025
05 Equine Venue Design
Arena Cover: 140' x 300'
Renovated Warm-Up Arena: 150' x 160'
Existing Stalls: 82
Phase 01 - Arena CoverSW Washington Equine Center — Summer 2025
05 Equine Venue Design
SW Washington Equine Center — Summer 2025
05 Equine Venue Design
Arena Cover: 140' x 300'
Renovated Warm-Up Arena: 150' x 160'
Existing Stalls: 82
New Stalls: 56
Total Stalls: 138
Alt. 01 - Stall WingSW Washington Equine Center — Summer 2025
05 Equine Venue Design
Arena Cover: 140' x 300'
Renovated Warm-Up Arena: 150' x 160'
Existing Stalls: 82
New Stalls: 56
Total Stalls: 138
Alt. 01 - Stall WingSW Washington Equine Center — Summer 2025
05 Equine Venue Design
Arena Cover: 140' x 300'
Renovated Warm-Up Arena: 150' x 160'
Existing Stalls: 42
New Stalls: 56
Total Stalls: 98
Alt. 02 - PlazaSW Washington Equine Center — Summer 2025
Sou th w e s t W a s h ington Fairgrounds
05 Equine Venue Design
SW Washington Equine Center — Summer 2025
COVERED ARENA
140X300
500 SPECTATOR SEATS
ARENA PLAZA
FOOD TRUCKS
WARM-UP ARENA
140X110
FOOD TRUCKS
56 STALLS
05 Equine Venue Design
SW Washington Equine Center — Summer 2025
06 Livestock Area Improvements
SW Washington Equine Center — Summer 2025
06 Livestock Area Improvements
New Covered Pavilion
Relocated Judging Pavilion
Food Truck Park
SW Washington Equine Center — Summer 2025
TIE RAIL
HYDRANT
RETAINING WALL
NEW COVERED PAVILION DAIRY BARN
4-H BARN
RAMP
06 Livestock Area Improvements
SW Washington Equine Center — Summer 2025
WASH BAYS
NEW
COVERED
PAVILION
DAIRY BARN
4-H BARN 4-H BARN
SHOW RING
RELOCATED JUDGING PAVILION
BLUE PAVILION
FAIR OFFICE
FOOD TRUCK
PARK
GATE
GATE
GATE
GATETRAILER PARKINGTRAILER PARKINGTIE
OUTS
OLD JUDGING PAVILION4-H HALL
SWINE BARN
BATHROOMS
COMMUNITY EVENTS
GUEST
SERVICES
OFFICE PARKING
MILKING BARN
40 YARD CONTAINERS
RAMP
BLDG
BLDG
WASH
STATION
WASH BAYS
TIE
OUTS
GATE
06 Livestock Area Improvements
SW Washington Equine Center — Summer 2025
06 Livestock Area Improvements
SW Washington Equine Center — Summer 2025
06 Livestock Area Improvements
SW Washington Equine Center — Summer 2025
Thank You