HomeMy WebLinkAbout2102 S Flower St- New Aquatic Center Bldg - DEF - PlanWATERSLIDE COMPLEX
FOR
MEMORIAL PARK
SANTA ANA, CALIFORNIA
[ISSUED FOR CONSTR
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S1.0
PAGE DRAWING INDEX
GENERAL NOTES
S1.1-1.2 SLIDE PLAN & SCHEDULE
S2.0-2.2 FOUNDATION PLAN & DETAILS
S3.0 COLUMN DETAILS
S4.0-4.1 COLUMN LAYOUT SCHEDULE & DETAILS
S5.0-5.2 ARM SCHEDULE & DETAILS
S6.0-6.1 STAIR PLAN & DETAILS
S7.0-7.1 TOWER FRAMING & DETAILS
S8.0 STAIR & RAILING DETAILS
S9.0 ENTRY/EXIT & SLIDE PART DETAILS
04/15/2025
DATE DESCRIPTION
ISSUED FOR APPROVAL
401 N. East Street • Paola, Kansas 66071 • P 800.844.5334 • F 913.294.2496
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
®
06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
08/14/25
DESIGN SPECIFICATIONS: ANSI/AISC 360-16 (15th ED); ACI 318-19; ASCE 7-16; ASTM F2376 (LATEST)
GOVERNING BUILDING CODE: 2022 CALIFORNIA BUILDING CODE (2021 IBC)
GRAVITY LOADING:
WATER SLIDE:
DEAD LOAD
42" OPEN FLUME = 50 plf
WATER LOAD
42" OPEN FLUME = 15 plf
RIDER (LIVE) LOAD
42" OPEN FLUME = 400 lbs
SNOW: GROUND SNOW LOAD = 0.0 psf
RISK CATEGORY = II
IMPORTANCE FACTOR = 1.0
STAIRS AND LANDINGS
DEAD LOAD = 15 psf
LIVE LOAD = 100 psf
SEISMIC DESIGN FACTORS:
SDS = 0.857g SS = 1.285g
SD1 = 0.846g S1 = 0.460g
SITE CLASS DEFINITION = D
SEISMIC DESIGN CATEGORY E
AMUSEMENT STRUCTURE NON BUILDING
R= 2.0
RISK CATEGORY = II
WIND DESIGN
UNOCCUPIED ULTIMATE WIND VELOCITY (RISK CAT. I) = 89 MPH (3 SECOND GUST)
UNOCCUPIED ASD WIND VELOCITY (RISK CAT. I) = 69 MPH (3 SECOND GUST)
OCCUPIED ULTIMATE WIND VELOCITY (RISK CAT. II) = 95 MPH (3 SECOND GUST)
OCCUPIED ASD WIND VELOCITY (RISK CAT. II) = 74 MPH (3 SECOND GUST)
EXPOSURE CATEGORY = C
GENERAL CONSTRUCTION NOTES:
1.ALL WORK SHALL COMPLY WITH THE GOVERNING LOCAL BUILDING CODE.
2.REFERENCE STANDARD: UNLESS OTHERWISE NOTED (U.O.N.), ALL STANDARDS SHALL BE CURRENT EDITION, WITH
LATEST ADDENDA, IF APPLICABLE.
3.THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR
TO STARTING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.
4.GROUNDING OF SLIDE STRUCTURE AND SUPPORTS SHALL BE DONE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS AND THE LOCAL BUILDING CODE. GROUNDING NOT BY SPLASHTACULAR.
FOUNDATIONS:
1.FOUNDATIONS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE
REPORT BY CONVERSE CONSULTANTS (CONVERSE PROJECT NO. 23-32-142-01, DATED JULY 30, 2024). INDIVIDUAL
SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON TESTED AND APPROVED NATIVE SOIL OR ENGINEER FILL WITH A
NET ALLOWABLE BEARING PRESSURE OF 2500 PSF. REFER TO THE SOILS REPORT FOR ADDITIONAL INFORMATION AND
REQUIREMENTS. CONTRACTOR SHALL VERIFY THE SOIL BEARING PRESSURE PRIOR TO FOOTING CONSTRUCTION. THE
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR ALL REQUIREMENTS AND RECOMMENDATIONS
PERTINENT TO THIS PROJECT. PLEASE ALSO REFER TO SECTION 10.12 FOR GROUND IMPROVEMENT AND LIQUEFACTION
MITIGATION MEASURES.
2.ANCHOR BOLTS SHALL BE LOCATED BY MEANS OF A TEMPLATE. PROVIDE A NUT ABOVE AND BELOW TEMPLATE TO
ASSURE PROPER VERTICAL ALIGNMENT. TEMPLATE PATTERN PROVIDED BY SPLASHTACULAR.
3.ALL FOUNDATIONS SHALL BE SQUARE AND LEVEL.
4.GROUT BELOW COLUMN BASES PLATES. GROUT SHALL BE DRY AND STIFF TO PREVENT SHRINKAGE, WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI. THOROUGHLY COMPACT GROUT BENEATH BASE PLATE. CONTRACTOR TO
PROVIDE (2) 1
2" Ø WEEP HOLES BETWEEN COLUMN BASE PLATE AND CONCRETE PEDESTAL TO ALLOW FOR DRAINAGE OF
COLUMN. (NOT BY SPLASHTACULAR CREWS)
EXCAVATION AND BACKFILL NOTES:
1.EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
2.BACKFILL AND COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED GEOTECHNICAL ENGINEER.
3.FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO ENSURE MINIMUM CONCRETE OVER A
FOOTING REINFORCEMENT FOR FOOTING DEPTH.
CONCRETE AND REINFORCING STEEL:
1.CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (ACI) CODES AND SPECIFICATIONS,
LATEST EDITION.
ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"
ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
2.ALL CONCRETE FOR FOUNDATIONS SHALL BE NORMAL WEIGHT (150 PCF), 4000 PSI, 28 DAY COMPRESSIVE STRENGTH
WITH 5% TO 7% AIR ENTRAINMENT.
3.ALL CAST-IN-PLACE CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY. SEE PROJECT
SPECIFICATIONS FOR REQUIREMENTS. CONTRACTOR SHALL RETAIN TEST RESULTS FOR DURATION OF CONSTRUCTION.
4.ALL CAST-IN-PLACE CONCRETE SHALL HAVE REACHED ITS DESIGN COMPRESSIVE STRENGTH PRIOR TO SLIDE STRUCTURE
INSTALLATION . CONTRACTOR TO PROVIDE TESTING RESULTS IF REQUESTED BY SPLASHTACULAR.
5.ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED, BILLET-STEEL ASTM A615. U.O.N. .
6.CLEAR CONCRETE COVERAGE FOR ALL REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE
DRAWING:
CONCRETE CAST ON SOIL 3"
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2"
7.BARS MARKED CONTINUOUS AND ALL VERTICAL STEEL SHALL BE LAPPED OR EMBEDDED TO DEVELOP THE FULL TENSILE
CAPACITY OF THE BAR. LAPS SHALL BE AS SPECIFIED BELOW OR AS NOTED ON THE DESIGN DRAWINGS.
#3 25" LAP 8" HOOK
#4 25" LAP 8" HOOK
#5 25" LAP 10" HOOK
#6 37" LAP 12" HOOK
#7 54" LAP 14" HOOK
8.ALL BARS ARE TO BE SUPPORTED IN FORMS AND SPACED WITH WIRE BAR SUPPORTS PER ACI "MANUAL OF STANDARD
PRACTICE FOR DETAILING CONCRETE STRUCTURES" (LATEST EDITION). BARS SHALL BE SECURELY WIRED PER LATEST
EDITION OF CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. ACCESSORIES FOR EXPOSED CONCRETE
SHALL BE PLASTIC OR SHALL HAVE PLASTIC TIPPED FEET.
9.CONCRETE PLACE DURING COLD WEATHER SHALL CONFORM TO THE REQUIREMENTS OF ACI 306. COLD WEATHER IS
DEFINED AS A PERIOD WHEN, FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40
DEGREES FAHRENHEIT.
10.CONCRETE PLACED DURING HOT WEATHER SHALL CONFORM TO THE REQUIREMENTS OF ACI 305.
11.ALL EDGES OF FORMED CONCRETE SHALL HAVE A 3
4" CHAMFER U.N.O.
STRUCTURAL STEEL:
1.ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
W SHAPE STEEL ASTM A992 GRADE 50
CHANNELS, ANGLES, PLATE, & MISC STEEL ASTM A36
STRUCTURAL TUBING RECTANGULAR SECTIONS ASTM A500, GRADE C (FY = 50 KSI)
STRUCTURAL TUBING HSS16.00 CIRCULAR ASTM A500, GRADE C (FY = 46 KSI)
STEEL PIPE AND 24" DIA x 0.25 ASTM A53, GRADE B (FY = 35 KSI)
BOLTS, STEEL TO STEEL A325N (SNUG TIGHT), A307N (SNUG TIGHT)
BOLTS, STEEL TO STEEL A325SC (FULLY PRETENSIONED), WHERE NOTED
ANCHOR BOLTS ASTM F1554 (FY = 36 KSI)
2.BOLT HOLES SHALL BE 1
16" GREATER THAN BOLT SIZE (STANDARD HOLES), UNLESS NOTED OTHERWISE (U.N.O.). ALL BOLT
HOLES LARGER THAN THE STANDARD HOLE SHALL BE CONSIDERED OVERSIZED OR SLOTTED AND REQUIRE THE
INSTALLATION OF A WASHER. ALL BOLTS, NUTS, WASHERS AND STRUCTURAL STEEL SHALL BE HOT-DIP GALVANISED.
3.HARDENED WASHERS SHALL BE INSTALLED OVER ALL OVERSIZED OR SLOTTED HOLES.
4.WELDING SHALL CONFORM TO THE LATEST PUBLICATION OF APPLICABLE CODES SET FORTH BY THE AMERICAN
WELDING SOCIETY. WELDING ELECTRODES SHALL BE ER70S-6.
5.EXPANSION ANCHORS: SHALL BE HILTI "KWIK BOLT TZ" OR APPROVED EQUAL. INSTALL ANCHORS IN CONFORMANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
6.ADHESIVE ANCHORS SHALL BE HILTI "RE 500 V3" OR APPROVED EQUAL. INSTALL ANCHORS IN CONFORMANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
7.ERECTOR AND FABRICATOR SHALL FOLLOW ALL AISC STANDARDS AND PRACTICES WHICH PERTAIN TO THE WORK
HEREIN.
TREADS, LANDINGS, AND PLATFORM DECKING:
1.GRATING/DECKING FOR TREADS, LANDINGS AND PLATFORMS SHALL BE 1 5
8" THICK WITH A NON SLIP WALKING
SURFACE. SEE SEPARATE SUBMITTAL FOR ADDITIONAL DETAILS.
PLATFORM COVER/CANOPY: (SEE CONTRACT FOR INCLUSION OR EXCLUSION OF THE SLIDE CANOPY)
1.CANOPY SHALL BE PROVIDED OVER SLIDE ENTRY PLATFORMS. COVER SHALL BE A PIPE FRAME WITH ACRYLIC FABRIC OR
WOVEN VINYL IMPREGNATED POLYESTER YARN. FABRIC SHALL BE ATTACHED TO PIPE FRAME USING WHITE STRAPS
AND SPRING CLIPS.
2.BOTTOM OF SHADE SHALL BE 7'6" ABOVE THE ENTRY TUB.
3.CANOPY LEGS SHALL FIT INTO SLEEVES AT CORNERS OF THE DECK.
4.CANOPY DESIGN TO BE IN CONFORMANCE WITH IBC SECTION 3105.
5.FABRIC CANOPIES SHALL BE REMOVED DURING WINTER MONTHS. CANOPIES ARE NOT DESIGNED FOR SNOW LOADING.
STRUCTUAL STEEL COATING:
1.ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED.
2.ON ALL PAINTED PROJECTS, THE STRUCTURAL STEEL WILL HAVE A POWDER COATED FINISH.
SPECIAL INSPECTIONS:
1.THE OWNER, ARCHITECT OR THE ENGINEER OF RECORD ACTING AS THE OWNERS AGENT SHALL EMPLOY ONE OR MORE
SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR:
1.1.CONCRETE
1.1.1.CONTINUOUS: ANCHOR BOLT, TEST SAMPLE, SLUMP, TEMPERATURE
1.1.2. PERIODIC: REINFORCING STEEL, PLACEMENT, DESIGN MIX, CURING, FORM WORK
1.2.STEEL (AS REQUIRED TO MEET STATE/CITY BUILDING CODE AND QUALITY REQUIREMENTS)
1.2.1. CONTINUOUS: SLIP CRITICAL CONNECTION, FULL PENETRATION WELD
1.2.2.PERIODIC: IDENTIFICATION MARK, MANUFACTURER'S CERTIFICATION, BEARING TYPE CONNECTION, FILLET
WELDS
1.3.SOIL
1.3.1.CONTINUOUS: BEARING CAPACITY
1.3.2. PERIODIC: FOUNDATION DEPTH
2.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE
SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE ITEMS LISTED ABOVE.
3.THE SPECIAL INSPECTOR SHALL FURNISH AND SUBMIT A FINAL INSPECTION REPORT TO THE BUILDING OFFICIAL, THE
ENGINEER OR ARCHITECT OF RECORD.
4.ANY COST ASSOCIATED WITH PROVIDING THE ABOVE INSPECTIONS INCLUDING SHOP INSPECTIONS AND MATERIAL
TESTING SHALL BE BY THE OWNER, ARCHITECT OR ENGINEER ACTING AS THE OWNER'S AGENT. NOT BY
SPLASHTACULAR.
FIBERGLASS FASTENER SPECIFICATIONS:
2. 3/8" x 1 1/2" S.S. FASTENERS AT ALL FLUME SECTION JOINTS
3. 1/2" x 3" GALVANIZED FASTENERS AT FLUME ARM MOUNTING PLATES
FIBERGLASS FLUME SPECIFICATIONS:
1. 20 MILS MIN OF SPRAY LAY-UP ISOPHTHALIC NEOPENTYL GLYCOL (ISO-NPG) GEL COAT W/ UV INHIBITORS, INTERIOR &
EXTERIOR
2. LAMINATE THICKNESS OF 1/4" NOMINAL SPRAY/CHOP LAY-UP THROUGHOUT ENTIRE BODY
3. GLASS-TO-RESIN RATIO OF APPROXIMATELY 35 TO 65
4. FLANGE THICKNESS OF 1/4" NOMINAL
5. ONE (1) LAYER OF 18 OZ. WOVEN ROVING THROUGHOUT THE BODY OF FLUME AND BETWEEN LAYERS OF CHOP
6. REVERSE SIDES SANDED TO BE FREE OF BURRS AND SPRAYED TO A NON-POROUS FINISH WITH AN ISO-NPG GEL COAT
CONTAINING A HI-GLOSS GEL COAT ADDITIVE (DURATEC)
7. ALL EDGES WET-TRIMMED AND HAND-SANDED TO DULL, ROUNDED EDGE AND FINISH WITH AN ISO-NPG GEL COAT
CONTAINING DURATEC
FIBERGLASS STARTER TUB SPECIFICATIONS:
1. ALL OF THE ABOVE FLUME SPECIFICATIONS APPLY, EXCEPT AS NOTED
2. STARTER TUB LAMINATE THICKNESS IS 1/4" TO 5/16" OF SPRAY/CHOP LAY-UP THROUGHOUT THE ENTIRE BODY
3. FLOOR AND RIDING SURFACE ONLY IS REINFORCED WITH A NON-COMPRESSING CORE MATERIAL, OF NOT LESS THAN
3/8" THICK TO WITHIN 4" OF THE ATTACHMENT FLANGE, AND COVERED WITH NOT LESS THAN 1/8" SPRAY/CHOP
LAMINATE.
TITLE:
DATE:
SCALE:
GENERAL NOTES
NTS S1.0
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
GENERAL NOTES
08/14/25
No.Description Date
Sheet No.
Project Number:
Ground Improvement Engineer:
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SEALED USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Use of Proposals and Designs
Designs, sketches, specifications, and/or proposals
("Designs") prepared by Keller North America ("KNA")
and/or it's employees have been prepared for exclusive
use by KNA and based upon, and in anticipation of, KNA
performing the work called for in such Designs. KNA
makes no warranties or guarantees as to the suitability of
the Design for use by others. The Designs are subject to
protection under the Copyright Act of 1976 and
Architectural Works Copyright Protection Act of 1990.
Use, control, reproduction, publication, or dissemination
of such Designs without the prior written consent of an
authorized representative of KNA is strictly prohibited.
KNA is, and shall continue to be, the sole owner of the
Designs.
Date:
Cr
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Drawn by:
Design by:
Checked by:
Approved by:
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17461 DERIAN AVENUE
SUITE 106
IRVINE, CA 92614
909-393-9300
California
0 FOR SUBMITTAL 12/20/2024
1 REV.1 SUBMITTAL 02/20/2025
2 REV.2 SUBMITTAL 05/21/2025
REV.3 SUBMITTAL 06/11/2025
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12x12
12x12
12
x
1
2
12x12
U
25M X 25 YD
COMPETITION POOL
ACTIVITY POOL
EXISTING
PARKING LOT
WET POOL
STORAGE
ENTRY
PROTECT (E) PLAYGROUND
UTILITY YARD
(E) MURAL
CUT
69' - 4" HOSE LENGTH
TOTAL: 141' - 10"
70' - 10" HOSE LENGTH
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BIOSWALE, S.C.D. AND S.L.D.BIORETENTION PLANTER,
S.C.D. AND S.L.D.
BH-08
CPT-2
BH-05
BH-03
BH-07
BH-01
BH-06
BH-02
BH-04
CPT-1
KCPT-1
KCPT-2
N
No.Description Date
Sheet No.
Project Number:
Ground Improvement Engineer:
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SEALED USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Use of Proposals and Designs
Designs, sketches, specifications, and/or proposals
("Designs") prepared by Keller North America ("KNA")
and/or it's employees have been prepared for exclusive
use by KNA and based upon, and in anticipation of, KNA
performing the work called for in such Designs. KNA
makes no warranties or guarantees as to the suitability of
the Design for use by others. The Designs are subject to
protection under the Copyright Act of 1976 and
Architectural Works Copyright Protection Act of 1990.
Use, control, reproduction, publication, or dissemination
of such Designs without the prior written consent of an
authorized representative of KNA is strictly prohibited.
KNA is, and shall continue to be, the sole owner of the
Designs.
Date:
Cr
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a
t
e
d
B
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:
Drawn by:
Design by:
Checked by:
Approved by:
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17461 DERIAN AVENUE
SUITE 106
IRVINE, CA 92614
909-393-9300
California
0 FOR SUBMITTAL 12/20/2024
1 REV.1 SUBMITTAL 02/20/2025
2 REV.2 SUBMITTAL 05/21/2025
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SCALE IN FEET
0"24'-0"12'-0"
LEGEND:
Ø36" NOMINAL VIBRATORY STONE COLUMN, TO A DEPTH OF 23 FEET FROM A WORKING
GRADE ELEVATION OF +50 FT.
PROPOSED POST-CPT LOCATIONS
TYPICAL VSC LAYOUT:
KCPT-#
#
10'
TYP.
10'
TYP.
Slide Type:
Open:
Enclosed:
Runout:
Splashout:
Total:
42" Open Body Slide
98.20 ft 24 parts
--
--
--
98.20 ft 24 parts
Slide-A Length & Quantity
X
A1 A2 A3 A4 A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20 A21 A22 A23 A24
AA
1
5
AA17
AA13
AA5
AA7
AA
9
AA11
AA
3
C6
C4 C5
C1
C2
C3
NOTES:
1.1 , 2 , ETC. ARE FOR FIBERGLASS PARTS LABELS.
2.SEE SHEETS S3 FOR COLUMN SUPPORT DETAILS.
3.SEE SHEETS S4 FOR COLUMN SCHEDULE AND COLUMN ELEVATIONS.
4.SEE SHEETS S5 FOR ARM DETAILS.
5.SEE SHEETS S6 FOR STAIR PLAN AND DETAILS.
6.SEE DETAIL 03S9.0 FOR MECHANICAL SCHEMATIC DETAIL.
7.SEE SHEET S9.0 FOR FIBERGLASS DETAILS AND NOTES.
8."EDGE OF POOL WALL" IS THE POOL SIDE FACE OF WALL AT WATER SURFACE
ELEVATION.
9.COLUMN WELDMENTS, BASE AND CAP PLATE ORIENTATIONS, AND BOLT
PATTERNS SHALL BE ALIGNED USING THE REFERENCE DIRECTION AS A GUIDE.
10.SPLASHTACULAR TOP OF DECK ELEVATION 100.00' = ELS ARCHITECTURE +
URBAN DESIGN DECK PLAN (DP-1) TOP OF DECK ELEVATION = 50.98'.
TOP OF DECK
EL. = 100.00'
TOP OF DECK
EL. = 100.00'
TOP OF DECK AT BASE OF
STAIRS EL. = 100.00'
SLIDE START TUB
SEE DETAIL SHEET S9.0
SLIDE FDN. COORDINATE
REFERENCE LOCATION;
SEE FDN. SCHEDULE ON
SHEET S2.1 FOR POINT
COORDINATES
Y
REFERENCE
DIRECTION
PLUNGE POOL
EXTENTS
EDGE OF
POOL WALL4'
-
1
1
7 8"
CL
E
A
R
5'
-
0
"
CL
E
A
R
7'
-
1
9 16
"
7'
-
1
11 16
"
20'-6"
14
'
-
3
1 4"
PLUNGE AREA
WATER SURFACE
ELEV. = 100.063'
WATER DEPTH
= 3'-0" - 3'-6"
PLUNGE POOL
EXTENTS
℄ 42" Open
Flume
11
3 8"
938"
2
S9.0
TITLE:
DATE:
SCALE:
SITE LAYOUT PLAN
AS NOTED S1.1
1
S1.0
SLIDE LAYOUT PLAN
SCALE: 3/8" = 1'-0"
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
08/14/25
SLIDE COMPONENT SCHEDULE (HELICAL) FOR SLIDE-A
Part No.Part ID Part Description Length Slope (%)Slope (deg)X Coord Y Coord Z Coord Support Bracket Height Bracket Angle Detail Part Note
1 4204EN Entry Tub 4.000'0.00 %0.00°-10.765'-0.097'114.099'01S9.0 -
2 4208CX-S 8' Radius, Lo, Convex, 12.55 deg 1.753'22.27 %12.55°-9.026'-0.097'113.908'--
3 4205TR Hi-wall Trans, Right, 5.000'5.000'22.27 %12.55°-4.146'-0.097'112.822'AA3 / C3 6.63"102.55°--
4 4225CV-S 25' Radius, Hi, Concave, 3.75 deg 1.636'15.49 %8.80°-2.538'-0.097'112.518'--
5 4210CL 10' Radius, Curve Left, 30.00 deg 5.275'15.49 %8.80°2.462'1.243'111.708'AA5 / C3 6.63"98.80°--
6 4206CL 6' Radius, Curve Left, 45.00 deg 4.748'15.49 %8.80°5.258'4.886'110.978'--
7 4206CL 6' Radius, Curve Left, 45.00 deg 4.748'15.49 %8.80°4.658'9.439'110.248'AA7 / C3 6.63"98.80°--
8 4206CL 6' Radius, Curve Left, 45.00 deg 4.748'15.49 %8.80°1.015'12.235'109.518'--
9 4206CL 6' Radius, Curve Left, 45.00 deg 4.748'15.49 %8.80°-3.538'11.635'108.789'AA9 / C3 6.63"98.80°--
10 4206CL-S 6' Radius, Curve Left, 30.00 deg 3.165'15.49 %8.80°-5.734'9.439'108.302'--
11 4205TL Hi-wall Trans, Left, 5.000'5.000'15.49 %8.80°-8.205'5.160'107.537'AA11 / C3 6.63"98.80°--
12 4205TL Hi-wall Trans, Left, 5.000'5.000'15.49 %8.80°-10.675'0.881'106.772'--
13 4203HS-S Hi-wall Straight, 2.000'2.000'15.49 %8.80°-11.664'-0.831'106.466'AA13 / C2 6.63"98.80°--
14 4210CR 10' Radius, Curve Right, 30.00 deg 5.275'15.49 %8.80°-15.324'-4.491'105.655'--
15 4206CR 6' Radius, Curve Right, 45.00 deg 4.748'15.49 %8.80°-19.877'-5.091'104.925'AA15 / C2 6.63"98.80°--
16 4206CR 6' Radius, Curve Right, 45.00 deg 4.748'15.49 %8.80°-23.520'-2.295'104.195'--
17 4206CR 6' Radius, Curve Right, 45.00 deg 4.748'15.49 %8.80°-24.119'2.258'103.466'AA17 / C2 6.63"98.80°--
18 4206CR 6' Radius, Curve Right, 45.00 deg 4.748'15.49 %8.80°-21.324'5.901'102.736'--
19 4215CR 15' Radius, Curve Right, 30.00 deg 7.913'15.49 %8.80°-13.824'7.911'101.520'C4 6.63"98.80°--
20 4203HS-S Hi-wall Straight, 2.500'2.500'15.49 %8.80°-11.353'7.911'101.137'--
21 4225CV-S 25' Radius, Hi, Concave, 3.80 deg 1.659'8.75 %5.00°-9.706'7.911'100.938'--
22 4203HS-S Hi-wall Straight, 2.500'2.500'8.75 %5.00°-7.216'7.911'100.720'C5 6.63"95.00°--
23 4205TR Hi-wall Trans, Right, 5.000'5.000'8.75 %5.00°-2.235'7.911'100.284'--
24 4203EC Pool End Cap 2.542'8.75 %5.00°0.297'7.911'100.062'02S9.0 -
TITLE:
DATE:
SCALE:
SLIDE A SCHEDULE
NTS S1.2
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
08/14/25
℄
ANCHOR
BOLTS
SEE TYPICAL ANCHOR
BOLT DETAIL 03S2.2
PER SCHEDULE
1/2" EXPANSION JOINT
MATERIAL WITH CAULK T.O.C. ELEVATION
PER SCHEDULE
3"
CL
R
VERTICAL REINFORCING
WITH HOOK BTM PER
FOUNDATION SCHEDULE
HORIZONTAL TIES PER
FOUNDATION SCHEDULE,
EXCEPT TOP 3 TIES
@ 1 1 2" SPACING
REINFORCING PER
FOUNDATION SCHEDULE
FINISH GRADE OR DECK. SEE
POOL PLANS FOR ELEVATION
PE
R
SC
H
E
D
U
L
E
FOOTING BEARING
ELEVATION
PER SCHEDULE
2"
CL
R
VARIES - PER SCHEDULE
2"
CLR
2"
3'
-
6
"
2" NON-SHRINK GROUT WITH
(2) Ø1/2" WEEP HOLES NOT BY
SPLASHTACULAR CREWS
1/6
S2.2
2" CLR.
HORIZONTAL TIES PER
FOUNDATION SCHEDULE, EXCEPT
TOP 3 TIES @ 1 1 2" SPACING
1/2" EXPANSION JOINT
MATERIAL WITH CAULK
FINISH GRADE OR DECK.
SEE POOL PLANS AND
SCHEDULE FOR ELEVATION
CONCRETE MOUNTING BRACKET
SEE DETAIL 02S2.2
*PROVIDE 3 4"Ø ALL THREAD W/ 6 NUTS
AND 4 WASHERS. CUT TO LENGTH IN
FIELD. PROVIDE 6" MIN. EMBED.
3'
-
6
"
M
I
N
.
FO
R
F
R
O
S
T
P
R
O
T
E
C
T
I
O
N
3"
C
L
R
REINFORCING PER
FOUNDATION SCHEDULE
PE
R
SC
H
E
D
U
L
E
2"
C
L
R
VARIES - PER SCHEDULE
VERT. REINFORCING W/
HOOK TOP PER SCHEDULE
VERTICAL REINFORCING
WITH HOOK BTM PER
FOUNDATION SCHEDULE
±8
"
FOOTING BEARING
ELEVATION
PER SCHEDULE
TOP OF FIRST POUR
PER SCHEDULE
T.O.C. FINISHED DELAYED
POUR ELEVATION
PER SCHEDULE
NOTES:
1.COORDINATE CONCRETE PAD W/ SITE
CONCRETE (NOT BY SPLASHTACULAR)
2.F.B.E. = FOOTING BEARING ELEVATION
3.T.O.C. = TOP OF CONCRETE PEDESTAL
ELEVATION
4.O.C. = ON CENTER
5.PROVIDE DELAY POUR.
-31.419'-3.097'
-16.431'0.237'
-3.334'4.172'
100.967'-13.685'7.911'
100.168'-7.056'7.911'
-27.431'2.320'
FOUNDATION SCHEDULE
Col No.Foundation Type Detail T.O. First
Pour (ft)
T.O.C. Elev
(ft)
T.O.D. or T.O.G.
Elev (ft)
F.B.E. Elev
(ft)
Footing Dimensions (A x B x
Thickness)Footing Reinforcement
Concrete
Pedestal
Dia (in)Size Qty
Vertical Reinf.
Size Spc
Vertical Ties
X Coord Y Coord Notes
C1 Spread Footing 01S2.1 100.000'100.000'95.500'04S2.2 x 18.00"#6 @ 9" o.c. - Each Way - Top & Bottom 42"#6 32 #3 8"o.c.-
C2 Spread Footing 01S2.1 101.000'100.000'95.500'10'-0" x 10'-0" x 18.00"#6 18 #3 8"o.c.-
C3 Spread Footing 01S2.1 101.000'100.000'95.500'05S2.2 x 18.00"#6 18 #3 8"o.c.-
C4 Pier on Spread Footing 02S2.1 100.300'100.000'95.500'4'-0" x 4'-0" x 18.00"5 - #6 Equal Spacing - Each Way - Top & Bottom 30"#6 12 #3 8"o.c.5.
C5 Pier on Spread Footing 02S2.1 99.501'100.000'95.500'05S2.2 x 18.00"30"#6 12 #3 8"o.c.5.
C6 Spread Footing 01S2.1 101.000'100.000'95.500'04S2.2 x 18.00"#6 18 #3 8"o.c.-
30"
30"
30"
-
-
-
-
12 - #6 Equal Spacing - Each Way - Top & Bottom
#6 @ 9" o.c. - Each Way - Top & Bottom
#6 @ 9" o.c. - Each Way - Top & Bottom
#6 @ 9" o.c. - Each Way - Top & Bottom
TITLE:
DATE:
SCALE:
FOUNDATION SCHEDULE & DETAILS
AS NOTED S2.1
1
S2.1
SPREAD FOOTING DETAIL
SCALE: 3/4" = 1'-0"
2
S2.1
PIER ON SPREAD FOOTING DETAIL
SCALE: 3/4" = 1'-0"
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
08/14/25
Min. 6" clear from
edge of footing to
back of pool wall.
ADG
Contractor to coordinate sequence of
construction of slide footings and pool shell.
Contractor to coordinate slide footings and
aggregate pier locations.
ADG
Min. 6" clear from top
of footing to bottom
of pool wall / gutter.
ADG
A
B ℄ FTG &
PEDESTAL
1
S2.1
1'-10"
℄ F
T
G
&
PE
D
E
S
T
A
L
R11
"
45
.
0
°
90.0
°
(
T
Y
P
)
REFERENCE
DIRECTION
(8)-1"Ø ANCHOR BOLTS EQUALLY
SPACED ON A 22"Ø BOLT CIRCLE.
DOUBLE NUT. USE TEMPLATE TO
MAINTAIN ANCHOR BOLT ALIGNMENT
DURING CONCRETE POUR.
Ø2'-6
"
16"Ø COLS 4"
2"
214"
658"
RIDE SURFACE
SEE COLUMN SCHEDULE
FOR BRACKET ANGLE
1 4" BENT PLATE
SIMILAR TO PLATE IN
DETAIL 04S5.2 EXCEPT
AS SHOWN, PROVIDE
BACKUP PLATE PER
DETAIL 05S5.2 AT
EACH LOCATION.
10
"
2"
5"
4"
11
2"
2"
7 8"Ø HOLE
(TYP)
ANG
L
E
2"
6"
PR
O
J
.
3'
-
6
"
E
M
B
E
D
F
O
R
Ø
1
"
B
O
L
T
S
4'
-
0
"
2"
2"
3"
MI
N
COLUMN BASE PLATE
T.O.C. ELEVATION
SEE SCHEDULE
1"-8 ALL THREAD
GALVANIZED ANCHOR
BOLT PER ASTM F1554
(2) 1"-8 HEX NUT
WITH FLAT WASHER
LEVELING NUT
1"-8 HEX NUT
WITH WASHER
(2) 1"-8 HEX NUT
WITH FLAT WASHER
TOP OF FOOTING
NON-SHRINK GROUT
C5
C3
2'-0"2'-0"
2'
-
0
"
2'
-
0
"
4'-011
16"
8'-011
16"
3'
-
0
"
3'
-
0
"
2'
-
8
7 8"
4'
-
8
7 8"
2'-011
16"
8'
-
8
7 8"
3'-8"2'-4"
C6
C1
4'
-
0
"
4'
-
0
"
4'-0"4'-117
8"
12'-117
8"
5'
-
0
"
5'
-
0
"
4'
-
5
"
6'
-
5
"
5'-0"2'-117
8"
14
'
-
5
"
4'-0"
5'-0"
A
B ℄ FTG &
PEDESTAL
1
S2.1
℄ F
T
G
&
PE
D
E
S
T
A
L
90.0
°
(
T
Y
P
)
REFERENCE
DIRECTION
(12)-1"Ø ANCHOR BOLTS EQUALLY
SPACED ON A 30"Ø BOLT CIRCLE.
DOUBLE NUT. USE TEMPLATE TO
MAINTAIN ANCHOR BOLT ALIGNMENT
DURING CONCRETE POUR.
30.0°
T
Y
P
.
2'-6"
R1'-
3
"
Ø3'-6
"
24"Ø COLS
TITLE:
DATE:
SCALE:
FOUNDATION DETAILS
AS NOTED S2.2
3
S2.2
ANCHOR BOLT DETAIL
SCALE: 2" = 1'-0"
2
S2.2
CONCRETE MOUNTING BRACKET
SCALE: 1-1/2" = 1'-0"
1
S2.2
ANCHOR BOLT LAYOUT
SCALE: 3/4" = 1'-0"
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
4
S2.2
COMBINED FOOTING
SCALE: 3/8" = 1'-0"
5
S2.2
COMBINED FOOTING
SCALE: 3/8" = 1'-0"
6
S2.2
ANCHOR BOLT LAYOUT
SCALE: 3/4" = 1'-0"
08/14/25
3/8
3/16 TYP
1"
9"
41
2"
R1'
-
1
"
R11"
312"
TY
P
CB
CB
"X"
"Y"
CE
"Y"
"X"REFERENCE
DIRECTION
CE
3 8" PLATE
3 8"Ø HOLE FOR GROUNDING WIRE
CONNECTION. CONNECTION BY
POOL CONTRACTOR
***NOT BY SPLASHTACULAR***
HOLES EQUALLY
SPACED; SEE SCHEDULE
FOR SIZE AND QTY.
BASE PLATE;
SEE SCHEDULE
HOLE IN BASE
PLATE TO BE 1"
SMALLER THAN
COLUMN Ø
1 2"Ø WEEP
HOLE ATE BASE
OF COLUMN
NOTE:
11 4"Ø HOLE FOR 1"Ø
ANCHOR BOLTS.
USE 11 2"Ø HOLES
FOR 11 4"Ø BOLTS.
FINS EQUALLY
SPACED LOCATED
BETWEEN HOLES
DI
M
'
B
'
SE
E
S
U
P
P
O
R
T
C
O
L
S
C
H
D
U
L
E
DI
M
'
A
'
SE
E
S
U
P
P
O
R
T
C
O
L
S
C
H
E
D
U
L
E
TOP OF CD
TOP OF ARM
TOP OF DB
KICKER
SEE KICKER TAB
CONNECTION DETAILS
SUPPORT
ARM
PIPE COLUMN
SEE ARM/KICKER TAB
ORIENTATION DETAIL
SEE COLUMN
CAP DETAIL
KICKER
SUPPORT ARM
SEE ARM TAB
CONNECTION DETAILS
SEE COLUMN
BASE PLATE/ CAP
FIN (CE) DETAILS
USE OF SHIM PLATES
SHALL BE APPROVED
BY THE ENGINEER
SEE KICKER TAB
CONNECTION DETAILS
COLUMN BASE ELEVATION
(SEE COLUMN SCHEDULE)
OPEN
FLUME SLIDE
"X"REFERENCE
DIRECTION"X"
"Y"
"Y"
PIPE COLUMN
C
BEARING ANGLE COUNTER
CLOCKWISE FROM REFERENCE
DIRECTION, DISTANCE 'C'
MEASURED AT FACE OF
COLUMN; SEE SUPPORT
COLUMN SCHEDULE
21
2"
3/16
5"
1"21
4"
3"
CO
L
U
M
N
R
A
D
I
U
S
SE
E
S
C
H
E
D
U
L
E
5"
5"
212"
COLUMN
RADIUS
R212"
3/16
5"
160.0°
31
4"
134"
20
.
0
°
31
4"
134"
45
.
0
°
1"
1
8"
TRIM
DB
PIPE COLUMN
DAKICKER
PIPE COLUMN
(KICKER ABOVE)
PIPE COLUMN
(KICKER BELOW)
KICKER
KICKER
1"Ø x 21 2" A325 BOLT
W/ 2 HARDENED
FLAT WASHERS
DB
DA
DB
DA
1"Ø x 21 2" A325 BOLT W/ 2
HARDENED FLAT WASHERS
1 4" PLATE
DA
3 8" PLATE
DB
11 16"Ø HOLE
90.0°
512"
TY
P
312"
TYP
45
.
0
°
R11"
R1
'
-
1
"
"X"
"Y"
"Y"
"X"
TA
3 4" PLATE
REFERENCE
DIRECTION
(4) - 13 16"Ø HOLES
EQUALLY SPACED
HOLE IN CAP PLATE
TO BE 1" SMALLER
THAN COLUMN Ø
(CE) SPACED
AS SHOWN - 4 EACH
3/16 CC
1 4" CAP PLATE
MATCH COL. Ø
PROVIDE 2"
HOLE FOR
GALVANIZING
3"
CO
L
U
M
N
R
A
D
I
U
S
SE
E
S
C
H
E
D
U
L
E
5"
4
3 16
"
3 16
"
CL
R
4"
4"
COLUMN
CD
HORIZONTAL
ARM
CD
PIPE COLUMN
1"Ø x 7" A307 BOLT
W/ 2 OVERSIZED
FLAT WASHERS
CD
11 16"Ø HOLE
3 8" PLATE
COLUMN
RADIUS
R212"
5"
212"
HORIZONTAL
ARM
3/16
TITLE:
DATE:
SCALE:
COLUMN DETAILS
AS NOTED S3.0
1
S3.0
COLUMN/ARM ARRANGEMENT DETAIL
SCALE: 1/2" = 1'-0"
2
S3.0
ARM/KICKER TAB ORIENTATION DETAIL
SCALE: 1" = 1'-0"
4
S3.0
COLUMN BASE PLATE DETAIL
SCALE: 1" = 1'-0"
5
S3.0
PLATFORM COLUMN CAP PLATE DETAIL
SCALE: 1" = 1'-0"
3
S3.0
COLUMN CAP PLATE DETAIL
SCALE: 1" = 1'-0"
7
S3.0
ARM TAB CONNECTION DETAILS
SCALE: 1 1/2" = 1'-0"
6
S3.0
KICKER TAB CONNECTION DETAILS
SCALE: 1 1/2" = 1'-0"
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
08/14/25
118.146'-31.419'-3.097'
113.281'-16.431'0.237'
112.644'-3.334'4.172'
100.967'-13.685'7.911'
100.168'-7.056'7.911'
113.281'-27.431'2.320'
SUPPORT COLUMN SCHEDULE
Col No.Column Type Detail Column
Elev
Column Size (Dim x
Wall)Pedestal (Dia)Base Plate (Thick x
Dim)Dia Embed Qty
Anchor Bolts X Coord Y Coord Bracket
Height Bracket Angle Column Supports
C1 Steel Monopole 01S7.1 24"Ø x 1/4"42"Ø 1" x 34"Ø 1"42"12 --TW1
C2 Steel Monopole 01S4.1 16"Ø x 1/4"30"Ø 1" x 26"Ø 1"42"8 --TW1, AA15, AA17, AA13
C3 Steel Radial Arm 02S4.1 16"Ø x 1/4"30"Ø 1" x 26"Ø 1"42"8 --AA5, AA7, AA9, AA11, AA3
C4 Concrete Monopole 02S2.1 30"Ø -----6.625 98.84°A19
C5 Concrete Monopole 02S2.1 30"Ø -----6.625 95.00°A22
C6 Steel Monopole 03S4.1 16"Ø x 1/4"30"Ø 1" x 26"Ø 1"42"8 --TW1
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
COLUMN LAYOUT SCHEDULE
NTS S4.008/14/25
Y
270°
Y
90°
0°X
X
180°REFERENCE
DIRECTION
℄ OF
SUPPORT
ARM
COLUMN
BASE PLATE
1/4"
TA
05S3.0
TOS 113.865'
7.75"
04S3.0 3.00"
EL 113.281'
EL 101.000'
EL 100.000'
14
3
.
6
3
"
16Ø x 1/4" WALL
COLUMN C6
1/2" = 1'-0"
3
S4.1
COLUMN C3
1/2" = 1'-0"
2
S4.1
AA7
34.219°
4.78"
KA7 = 46.88"
AA7 = 97.35"
AA9
92.517°
12.92"
92
.
5
1
7
°
12
.
9
2
"
KA9 = 118.78"
AA9 = 79.84"
AA11
170.043°
23.74"
17
0
.
0
4
3
°
23
.
7
4
"
KA11 = 87.24"
AA11 = 64.82"
AA3
260.772°
36.41"
26
0
.
7
7
2
°
36
.
4
1
"
KA3 = 114.18"
AA3 = 128.23"
AA5
334.204°
46.66"
KA5 = 85.25"
AA5 = 114.87"
REFERENCE
DIRECTION
0.
0
0
°
R
E
F
E
R
E
N
C
E
0.
0
0
"
D
I
R
E
C
T
I
O
N
36
0
.
0
0
°
50
.
2
7
"
AB
3.00"04S3.0
EL 112.644'
EL 101.000'
EL 100.000'
13
6
.
7
3
"
16Ø x 1/4" WALL
34
.
2
1
9
°
4.
7
8
"
33
4
.
2
0
4
°
46
.
6
6
"
COLUMN C2
1/2" = 1'-0"
1
S4.1
AA17
164.268°
22.94"
16
4
.
2
6
8
°
22
.
9
4
"
KA17 = 58.71"
AA17 = 15.96"
AA13
345.806°
48.28"
KA13 = 34.29"
AA13 = 51.96"
AA15
235.920°
32.94"
23
5
.
9
2
0
°
32
.
9
4
"
KA15 = 65.40"
AA15 = 33.47"
REFERENCE
DIRECTION
0.
0
0
°
R
E
F
E
R
E
N
C
E
0.
0
0
"
D
I
R
E
C
T
I
O
N
36
0
.
0
0
°
50
.
2
7
"
AB
3.00"
1/4"
TA
05S3.0
TOS 113.865'
7.75"
04S3.0
EL 113.281'
EL 101.000'
EL 100.000'
14
3
.
6
3
"
16Ø x 1/4" WALL
34
5
.
8
0
6
°
48
.
2
8
"
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
COLUMN DETAILS
AS NOTED S4.1
4
S4.1
SUPPORT ARM/AXIS ORIENTATION
SCALE: 1/2" = 1'-0"
08/14/25
SUPPORT ARM SCHEDULE FOR SLIDE-A
Arm No.Arm Type Detail Elevation Bearing Off-Axis Arm Length Radius Length H-Distance T-Distance Bolt to Bolt Length Vertical Offset Kicker Number K Position K Length K Angle Bracket Height Bracket Angle Arm Note
AA3 Typical Arm 02S5.1 112.269'260.77°0.00°56.15"51.90"23.40"18.75"22.15"-KA3 Kicker - Below (Tube)20.19"30.00°6.63"102.55°-
AA5 Typical Arm 02S5.1 111.155'334.20°0.00°83.10"78.85"50.35"18.75"49.10"-KA5 Kicker - Below (Tube)51.31"30.00°6.63"98.80°-
AA7 Typical Arm 02S5.1 109.696'34.22°0.00°119.22"114.97"86.47"18.75"85.22"-KA7 Kicker - Below (Tube)93.01"30.00°6.63"98.80°-
AA9 Typical Arm 01S5.1 108.236'92.52°0.00°93.06"88.81"60.31"18.75"59.06"-KA9 Kicker - Above (Plate)67.06"30.00°6.63"98.80°-
AA11 Typical Arm 01S5.1 106.985'170.04°0.00°64.45"60.20"31.70"18.75"30.45"-KA11 Kicker - Above (Plate)34.02"30.00°6.63"98.80°-
AA13 Typical Arm 02S5.1 105.914'345.81°0.00°62.40"58.15"29.65"18.75"28.40"-KA13 Kicker - Below (Tube)27.41"30.00°6.63"98.80°-
AA15 Typical Arm 01S5.1 104.373'235.92°0.00°80.91"76.66"48.16"18.75"46.91"-KA15 Kicker - Above (Plate)53.03"30.00°6.63"98.80°-
AA17 Typical Arm 01S5.1 102.913'164.27°0.00°99.65"95.40"66.90"18.75"65.65"-KA17 Kicker - Above (Plate)74.67"30.00°6.63"98.80°-
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
ARM SCHEDULE
NTS S5.008/14/25
ARM LENGTH PER SCHEDULE
2'-83
4"
TYP
13
4"
1'-2"RADIUS LENGTH PER SCHEDULE
2"
4"
BOLT-TO-BOLT LENGTH
PER SCHEDULE
11
4"
PER
SCHEDULE
3"3"
RADIUS LENGTH
1'-9"
℄ OF FLUME
FACE OF COLUMNVARIES
℄ O
F
C
O
L
U
M
N
1 4
KICKER (SEE
ABOVE ARM
DETAIL 01S5.2)
AB1
AC
AC
11 16"Ø HOLE IN BOTH
WALLS OF TUBE 7 8" WIDE SLOT
PIPE COLUMN
AD
1"Ø x 21 2" A325 BOLT
FLUME MOUNTING BRACKET
W/ BACKING PLATE; SEE SLIDE
MOUNTING BRACKET DETAILS
WASHER PLATE (BB)
3 4"Ø x 21 2" A325N
BOLT W/ LOAD WASHER
KICKER (SEE BELOW
ARM DETAIL 02S5.2)
3'-6"
OPEN FLUME
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
SUPPORT ARM DETAILS
AS NOTED S5.1
1/2
S5.1
TYPICAL ARM-KICKER ABOVE/BELOW
SCALE: 3/4" = 1'-0"
08/14/25
4"
K-LENGTH PER ARM SCHEDULE
KA
13
4"
3"
11 16"Ø HOLE 3 4" CHAMFER
3 8" x 3" PLATE
KB
TYP 3 16
3 16
K ANGLE
PER SCHEDULE
TRIM 1 8" CLEAR
K ANGLE
PER SCHEDULE
4"
3 8"
MIN. RADIUS ON BEND
KB
81
4"
REF.
134"
312"
RE
F
.
R1
34"
4"21
2"
112"
1 2"
1 4" CHAMFER
3 8" PLATE
11 16"Ø HOLE
31
2"2"
1 4" CHAMFER 12 GA. PLATE
AD
3"
9"112"
3"
3 8" PLATE
13 16"Ø HOLE
1 4" CHAMFER
BB
11 16"Ø HOLE
1" CHAMFER
21
2"
5"
212"
412"
3 8" PLATE
AB1
1 4" CHAMFER
134"
312"
13
4"
31
2"
5 8"Ø HOLE
AC
1 4" CHAMFER 134"
312"
13
4"
31
2"
7/8"Ø HOLE
SHIM PACK
SHIM PACK TO INCLUDE
THE FOLLOWING PROVIDE
ONE PACK PER SLIDE
2 - 1" THICK PLATES
2- 1
2" THICK PLATES
3 - 1
4" THICK PLATE
PROVIDE 3
4" DIA A325 x 5"
FULL THREAD BOLT.
R1
'
-
9
11
16
"
R1'
-
1
0
916
"R1'-1
1
716"
18.54°
37.08°
5.0°
10.0°
5 8"Ø HOLE
3-REQ'D.
11 4"Ø HOLE
2-REQ'D.
R14"
7 8"Ø HOLE
TOP VIEW
5"
10"
4"
2"
FRONT VIEW
10"
4"
5"
SIDE VIEW
R1'-
1
0
916
"
R1
'
-
9
11
16
"
1'
-
8
13 16
"
FL
U
M
E
P
A
T
H
614"
212"
538"
℄ PLATE
R14"
5.0°
10.0°
11 4"Ø HOLE
4-REQ'D.
5 8"Ø HOLE
3-REQ'D.
UBOLT BRACKET TO SLIDE W/ 3-1 2"Ø
x 3" A307 BOLTS W/ 2 STANDARD
WASHERS AND LOCK WASHER
SEE SLIDE/ARM SCHEDULE
FOR BRACKET ANGLE
ANG
L
E
658"
RIDE
SURFACE
212"
4"
2"
1 4" BENT
PLATE
4"
K ANGLE
PER SCHEDULE
4"3 8"
MIN. RADIUS ON BEND
KB KC
4"3 8"41
4"
81
4"
REF.
134"
312"
RE
F
.
R1
34"61
2"
3 8" PLATE 11 16"Ø HOLE
4"
K-LENGTH PER ARM SCHEDULE
HSS 3 x 3 x 3 16"
KB
TYP 3 16
3 16
K ANGLE
PER SCHEDULE
TRIM 1 8" CLEAR
3 16
3 16 TYP
KC
90.00°
THIS END ONLY
81
4"
REF.
134"
312"
RE
F
.
R1
34"112"
1 2"
3 8" PLATE
11 16"Ø HOLE
4"21
2"
112"
1 2"
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
SUPPORT ARM DETAILS
AS NOTED S5.2
1
S5.2
ARM-ABOVE KICKER DETAIL
SCALE: 1-1/2" = 1'-0"
3
S5.2
ARM TAB CONNECTION DETAILS
SCALE: 1-1/2" = 1'-0"
2
S5.2
ARM-BELOW KICKER DETAIL
SCALE: 1-1/2" = 1'-0"
4
S5.2
SLIDE MOUNTING BRACKET
SCALE: 1-1/2" = 1'-0"
5
S5.2
SLIDE MOUNTING BACKING PLATE
SCALE: 1-1/2" = 1'-0"
08/14/25
NOTES:
1.SEE SHEET S7.0 FOR LANDING FRAMING.
2.SEE SHEET S8.0 FOR GUARDRAIL DETAILS.
3.SEE DETAIL S7.0 FOR STAIR TREAD DETAILS.
4.SEE DETAILS 01S8.0 & 02S8.0 FOR GUARDRAIL
DETAILS AROUND SLIDE PLATFORM.
5.SEE DETAIL 03S8.0 FOR HANDRAILS.
(7
)
R
I
S
E
R
S
@
7
"
=
4
'
-
1
"
(4
9
"
R
I
S
E
)
(1
6
)
R
I
S
E
R
S
@
7
"
=
9
'
-
1
1
"
(
1
1
2
"
R
I
S
E
)
14
'
-
0
"
LANDING 2
TOP OF GRATING EL. = 104.083'
TOP OF STEEL EL. = 103.948'
DECK EL. = 100.000'
PLATFORM
TOP OF GRATING EL. = 114.000'
TOP OF STEEL EL. = 113.865'
01S6.1
02S6.1
C1 C6 C2
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
1
S6.0
SPIRAL STAIR ELEVATION
SCALE: 3/4" = 1'-0"
TITLE:
DATE:
SCALE:
STAIR PLAN & DETAILS
AS NOTED S6.008/14/25
1 2
3
4
5
78
9
10
11
12
L
REFERENCE
DIRECTION
18.0°
T
Y
P
.
72.
0
°
L
a
n
d
i
n
g
START
STAIR-UP
109.
7
°
90.0
°
TOP OF GRATING EL. = 104.083'
TOP OF STEEL EL. = 103.948'
TOP OF DECK
EL. = 100.00'
GATE G1
SEE 01S8.0
C1
6
C6
C2
C1
13
14
15
16
17 18
19
20
21
22
20'-0"
7'
-
0
"
5'-0"11'-0"4'-0"
3'
-
0
"
4'
-
0
"
1'
-
7
"
4'
-
5
"
3'
-
8
"
3'
-
4
"
TOP OF GRATING EL. = 114.000'
TOP OF STEEL EL. = 113.865'
REFERENCE
DIRECTION
DECKING SPAN
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
2
S6.1
SECTION 1
SCALE: 3/4" = 1'-0"
TITLE:
DATE:
SCALE:
STAIR PLAN & DETAILS
AS NOTED S6.1
1
S6.1
SECTION
SCALE: 3/4" = 1'-0"
08/14/25
C6
C2
20'-0"
2'-0"2'-0"3'-0"3'-0"2'-6"2'-6"2'-6"2'-6"
12'-4"
7'
-
3
1 8"
1'
-
7
"
2'
-
1
"
3'
-
4
"
7'
-
0
"
LA
LA
R1'
-
3
"
135
.
0
°
TYP
81
8"
818"
C6x8.2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6x8.2
HS
S
6
x
4
x
3
16
"
HSS6x4x3 16"
HSS6x4x3 16"
HSS6x4x3 16"
HS
S
6
x
4
x
3
16
"
C1
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
CANOPY POST BRACKET,
SEE DETAIL 07S7.0
C6
x
8
.
2
C6
x
8
.
2
C6
x
8
.
2
HS
S
6
x
4
x
3
16
"
HSS6x4x3 16"
C6
x
8
.
2
HSS6x4x3 16"
(CL CANOPY POST)
(C
L
C
A
N
O
P
Y
P
O
S
T
)
PROVIDE WEEP HOLES IN BOTTOM
OF TUBE FOR GALVANIZING PROCESS
3 16
3 16
3 16
3 16
3 16
3 16
TUBE
CHANNEL
PROVIDE WEEP HOLES IN BOTTOM
OF TUBE FOR GALVANIZING PROCESS
3 16
3 16
3 16
3 16
CHANNEL
3 16
CHANNEL
HSS6x4 TO HSS6x4
HSS6x4 TO C6
C6 TO C6
CORNER C6 TO C6
3 16
3 16
3 16
3 16
3 16
3 16
3 16
C6x8.2 HSS6x4x3 16
6"
4"
112"
3"
112"
45.0°
PL - 1" X 26" DIA LA
NOTES:
1.CONNECTION, WELD & TYPICAL DETAILS SHOWN ON THIS PLAN APPLY
TO ALL LANDINGS & PLATFORMS.
2.FOR GUARDRAIL BOLT HOLES, SEE DETAILS SHEET S8 AND PLANS ON S6.
3.SEE SHEET S4 FOR COLUMNS.
(4) - 13 16" Ø x 1 7 8" SLOTS
ON 22" Ø BOLT CIRCLE FOR
3 4" Ø x 3 1 2" A325 BOLTS
W/ LOAD INDICATING
WASHER. PROVIDE 5 16"
PLATE WASHER OVER
SLOTTED HOLE.
3/16
TYP.
3/16
TYP.
TYPICAL TREAD SECTION
158"
7"
1'-101
2"
86.
0
°
SPIRAL STAIR
FIBERGLASS TREAD
PROVIDE 2 - 1 2"Ø
WEEP HOLES TYP
CUT END
OF TREAD;
SEE 04S7.0
ST
A
I
R
UP
3'-7 7
16"
43" STANDARD CCW TREAD
R1'-01
4"
114"
4
9 16
"3
8"
3'-714"
1'
-
4
916
"1'
-
4
1 2"
1'
-
5
15 16
"
2"
25
8"
DECKING SPAN
158"
FINISHED PANEL
EDGE/STAIR RISER
18
.
0
°
BENT
RISER
PLATE
11"
11"
11"
3'-714"
5 16"Ø HOLES FOR 1 4"x21 4"
BUTTON HEAD SS BOLTS
(TYP.)
3'-7 7
16"
114"
TREAD SUPPORT
FROM RAILING
STD. FIBERGLASS
TREAD INSERT
NOTE: REFER TO THE CONTRACT FOR THE INCLUSION OR EXCLUSION OF THE SLIDE
CANOPY. ALL EXTERIOR SLIDE TOWERS WILL HAVE THE HOLES DRILLED FOR
CANOPY BRACKETS.
6 5
16"
1
9 16
"
21
2"
77
8"
3 8"21
4"
STD 2" PIPE
(2)- 13 16" Ø HOLE FOR
3 4" x 2" A325 BOLT
STD 2 1 2" PIPE
811
16"
1 9
16"5 9
16"
1
9 16
"
11
G
A
23
4"
2"
(2) 5 16"Ø HOLE FOR 1 4"Ø x 21 4"
A307 CARRIAGE HEAD BOLT
213
16"
EDGE OF
RAILING
EDGE OF
PLATFORM
3"
512"
21
2"21
4"1 9
16"
114"
114"
3
4"
3 4"
213
16"2"1 9
16"
ED
G
E
O
F
FR
A
M
I
N
G
C6
ED
G
E
O
F
RA
I
L
I
N
G
1 9
16"
GUARDRAIL TOP BAR - SEE
SHEET S8.0
234"
3/16
3/16
1/8
1/8
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
TOWER FRAMING & DETAILS
AS NOTED S7.0
1
S7.0
PLATFORM FRAMING PLAN
SCALE: 3/4" = 1'-0"
3
S7.0
WELDING DETAILS
SCALE: 1-1/2" = 1'-0"
2
S7.0
FRAMING MEMBER DETAILS
SCALE: 3" = 1'-0"
5
S7.0
FIBERGLASS TREAD DETAILS
SCALE: 3" = 1'-0"
4
S7.0
FIBERGLASS TREAD PLAN
SCALE: 1" = 1'-0"
6
S7.0
FIBERGLASS SUPPORT FRAME DETAILS
SCALE: 1" = 1'-0"
7
S7.0
CANOPY BRACKET DETAIL - STANDARD
SCALE: 3" = 1'-0"
08/14/25
1/4
7"
158"
TOP OF
TAB (TYP.)
PL 1 4"x10" STAIR
STRINGER (TYP.)
STAIR TAB
SEE TAB
DETAIL
18
.
0
°
(T
Y
P
.
)
STAIR REFERENCE ANGLE
TO FACE OF STAIR TAB
0.00°
0.00"
REFERENCE
DIRECTION
TOP OF
GRATING
112"
13
4"
7"
112"
10
"
3'-71
2"
TYPICAL SPIRAL LANDING STRINGER
43" SPIRAL PLATE
11
2"
3
4"
1"
1"
6"
7 8"Ø HOLE
(TYP.)
3'-71
2"
1 4" PL.
5 8"Ø x 1" SLOTTED
HOLE (TYP.)
NOTCH PLATE
AS SHOWN
7.3
°
BEND SQR. TO END
OF GUARDRAIL
ST
A
I
R
U
P
3'-01
2"
63
8"11"11"
3 8"Ø HOLE
(TYP.)
2"
7 8"
3'-01
2"
81
8"
7"
1"
1"
31
4"
4"4"
7"
1"
11"(3) - 1 2"Ø HOLES @ 11"
3'-71
2"
PLATFORM TREAD SUPPORT PLATE
2"
TYP.
COPE FLANGE TO
CLEAR STAIR TREAD.
TYP. EACH END
FLUSH W/ TOP
OF PLATFORM14" PL.
BEND SQR. TO END
OF GUARDRAIL
3'-71
2"
13
4"
7.3
°
ST
A
I
R
U
P
314"
2'-11"
7 8"Ø HOLE
(TYP.)
112"
13
4"
7"
112"
10
"
31
2"
3'-71
2"
TYPICAL SPIRAL STRINGER
43" SPIRAL PLATE
5 8"Ø x 1" SLOTTED HOLE (TYP.)
NOTCH PLATE
AS SHOWN
11
2"
3
4"
512"
218"
3 8"
11"11"11"
6"
6"
63
8"11"11"81
8"
TOP OF
STRINGER
2"
2"
5"
11"11"11"
1"
3'-71
2"
112"
7"
112"
2"
4"
10
"
1'-2"
1 4" PL.
℄ COLUMN
7 8"Ø HOLE
(TYP.)
22.5°
45.0
°
22
.
5
°
90.0
°
R1
'
-
0
"
R1'-3
"
R1'-5"
7 8" x 21 2"
SLOTTED
HOLE
PLATE LA1
3/8"Ø HOLE FOR GROUNDING WIRE CONNECTION. CONNECTION BY
POOL CONTRACTOR -- NOT BY SPLASHTACULAR.
*
3/8
PL 1" x 34"Ø
30.0
0
°
30.00°
(TYP.)
12-11
4"x21 2" SLOTTED HOLE
EQUALLY SPACED ON A 30"
DIA. BOLT CIRCLE. PROVIDE
5 16" PLATE WASHER TO
COVER SLOTTED HOLE.
1/2"Ø HOLE AT BASE OF
COLUMN TO ALLOW FOR
DRAINAGE OF COLUMN
R1'-
3
"
"X"
"Y"
"Y"
"X"
SPIRAL STAIR BASE PLATE
3/16 TYP
FIN CE PLACED
AS SHOWN.
SEE DETAIL 04S3.0
22"Ø HOLE
15
.
0
0
°
*
REFERENCE
DIRECTION
36
0
.
0
0
0
°
75
.
4
0
"
51
.
3
8
"
PLATFORM
TOS EL. 113.865'
6.00"
23
R
I
S
E
R
S
x
7
=
1
3
.
4
2
'
(
1
6
1
"
)
2.375"
54
.
0
0
0
°
11
.
3
1
"
16
3
.
3
8
"
25
2
.
0
0
0
°
52
.
7
8
"
44
.
3
8
"
0.
0
0
°
R
E
F
E
R
E
N
C
E
0.
0
0
"
D
I
R
E
C
T
I
O
N
36
0
.
0
0
°
75
.
4
0
"
21
4
.
7
5
"
3.00"
PROVIDE CAP PLATE
SEE DETAIL 5S3.0
02S7.1
EL 118.146'
EL 100.000'
24Ø x 1/4" WALL
PLATFORM
GRATING
1" PLATE LA1 W/ 3-PLATE
CE. SEE COLUMN CAP/FIN
DETAIL BOLT TO BOTT.
PLATFORM PROVIDE
SLOTTED HOLES
TOS EL. 103.948'
LANDING
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
2
S7.1
SPIRAL STAIR BASEPLATE
SCALE: 1" = 1'-0"
3
S7.1
STAIR TAB REFERENCE
SCALE: 1-1/2" = 1'-0"
4
S7.1
STRINGER CONNECTION
SCALE: 1-1/2" = 1'-0"
5
S7.1
DETAIL
SCALE: 1-1/2" = 1'-0"
6
S7.1
STAIR STRINGER DETAILS
SCALE: 1-1/2" = 1'-0"
TITLE:
DATE:
SCALE:
TOWER FRAMING & DETAILS
AS NOTED S7.1
1
S7.1
SPIRAL STAIR
SCALE: 1/2" = 1'-0"
08/14/25
AT TOWER STAIR BASE AT TOWER LANDING
3'
-
6
"
M
I
N
.
7"
31
2" CLR. MAX
TREAD SUPPORT
∠2x2x1 4
3 8"x11 2"
PLATE TYP.
(4) - 1 2"Ø BOLTS (TYP.)
PROVIDE PLASTIC CAPS
AT BOLT END.
3 8"x11 2"
PLATE TYP.
LANDING
112"
7"
DRILL 3
4"Ø HOLE IN PLATE FOR
1
2"Ø x 5" ALL THREAD TO BE
EMBEDDED IN DECK POUR.
3'
-
6
"
M
I
N
1'-0" MINFACE OF
TREAD
(2) 11
2" x 4" 14 GA. SS BENT PLATES.
BOLT TO UNDERSIDE OF TREAD AND
TOGETHER W/ 4-#10 BOLTS EA.
3 8"x11 2"
PLATE TYP.
TREAD SUPPORT
∠2x2x1 4
(4) - 1 2"Ø BOLTS (TYP.) PROVIDE
PLASTIC CAPS AT BOLT END.
* PROVIDE
LOCKABLE
GATE AT BASE
OF STAIR.
31
2" CLR.
MAX
AT SLIDE PLATFORM
4'
-
3
"
M
I
N
.
PLATFORM (SEE PLAN)
HSS 11 2"x11 2" POST
HSS 21 2"x11 2" POST
BOLT TO 3 8"x11 2"
PLATE OF PERP.
GUARDRAIL
1'-0"
U.O.N.
1'-0"
U.O.N
TREAD
SUPPORT ∠
C6x133"
112"
112"
3 8" x 1 1 2" PLATE
W/ (3)- 1 2" Ø x 2 3 4"
BOLTS, MIN.
HSS 1 1 2 x 1 1 2 x 1 8"
1 8" END CAP
HSS 1 1 2 x 1 1 2 x 1 8"
PLAN AT CORNER
1'-0"
3 16
TYP
HSS 1 1 2 x 1 1 2 x 1 8"
3 8" x 1 1 2" PLATE
HSS 2 1 2 x 1 1 2 POST
(3)- 1 2" Ø x 2 3 4"
A307 BOLTS, MIN.
OPTIONAL SPLICE
4"
1"
1"
11
2"
33
4"
11
2"
3 16
3 8" CHAMFER
TYP.
1" x 5 8" SLOT
1'-35
8"11
2"
PLAN
HSS 11 2"x11 2" POST 3 8"x11 2" PL.TREAD SUPPORT ∠
43" SPIRAL
STAIR TREAD
STAIR STRINGER
BELOW
SEE PLAN FOR STAIR RUN
1'-11
2"
1'-0"
MIN.
**
SE
E
P
L
A
N
F
O
R
ST
A
I
R
R
I
S
E
** = HORIZONTAL TO NEAREST POST
AT LANDINGS, END OF RAIL AT GATE.
111
4"
111
4"
NOTE:
ALL HANDRAIL GALVANIZED STEEL
1 1 4" STANDARD
PIPE
SECTION A-A
BOLT TO GUARDRAIL POST
SEE GUARDRAIL DETAILS
R = 1 1 2"
A A
NOTES:
1.VIEWS ARE FROM EXTERIOR OF LANDING.
2.FOR DIMENSIONS NOT SHOWN SEE RAILING DETAILS (THIS SHEET).
3.ADJUST DIMENSION FOR INTERSECTION WITH PERPENDICULAR RAIL.
9"
2'-3"2'-3"
4"
5 8" DIA. HOLE FOR SLIDE
CONNECTION (TYP. EACH
SIDE).
℄ O
P
E
N
F
L
U
M
E
SL
I
D
E
42" OPEN FLUME
4'
-
9
3 8"
158"
2'-9"
9"
4'
-
9
3 8"
2'-9"
6"
AT STAIR AND LANDING
HSS 11 2"x11 2"x3 16" POST
10
"
158"
BOLT 1 4" PL W/ (2)- 3 8" A307
BUTTON HEAD BOLTS. 7 16" Ø
HOLE IN 1 4" PL & 1 2" HOLE IN
TUBE. PROVIDE OVERSIZED
WASHER W/ PLASTIC END CAPS.
3 16
1 2" RND. BAR
MAX CLEAR
OPENING 3 1 2"
1 2" ROD
1 1 4" Ø STD. PIPE HANDRAIL
3 16
TYP
TREAD SUPPORT ∠2x2x1 4
1
4"x10" PL.
(2)- 1 2" Ø x 2 1 2"
A325 BOLTS
7"
3'
-
9
1 8"
112"
212"
3 8"x11 2" PLATE TYP.
VARIES -
23 4" MIN.
3'
-
6
"
M
I
N
.
FR
O
M
T
O
P
O
F
T
R
E
A
D
4'
-
1
3 4"
4'
-
9
3 8"
112"
112"
3"
4'
-
3
3 8"
158"
L 1 3 4 x 1 3 4 x 1 4"
1 2" RND. BAR
MAX CLEAR
OPENING 3 1 2"
(2)- 1 2" Ø x 2 1 2"
A325 BOLTS
C6 x 13 TYP.
HSS 2 1 2 x 1 1 2 x 1 8"
POST
HSS 1 1 2 x 1 1 2 x 1 8"1 8" CAP PLATE
3 16
TYP
AT SLIDE PLATFORM
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
TITLE:
DATE:
SCALE:
STAIR & RAILING DETAILS
AS NOTED S8.0
1
S8.0
GUARDRAIL ELEVATIONS
SCALE: 1" = 1'-0"
4
S8.0
RAILING TAB DETAIL
SCALE: 1" = 1'-0"
3
S8.0
HANDRAIL DETAILS
SCALE: 1" = 1'-0"
5
S8.0
GUARDRAIL AT SLIDE OPENINGS
SCALE: 1" = 1'-0"
2
S8.0
GUARDRAIL SECTIONS
SCALE: 1" = 1'-0"
08/14/25
3'-6"5'-0"3'-6"
PER SCHEDULE3'-6"
30-3 8"Ø SS
FASTENERS
30-3 8"Ø SS
FASTENERS
23-3 8"Ø SS
FASTENERS
3"
42" OPEN FLUME SLIDE
ED
G
E
O
F
PL
A
T
F
O
R
M
TOP OF DECK
ED
G
E
O
F
PL
A
T
F
O
R
M
4'-01
4"
1'
-
9
"
1'
-
9
"
10"81
2"
3"
118"10"
6" SUPPLY PIPE
DECK TO EXTEND
UNDER SLIDE
START TUBRIDE
SURFACE
SUPPLY PIPE CONNECTION
BELOW START TUB SURFACE
NOTE:
CONNECT START TUB
TO GUARDRAIL W/
(2)- 1 2"Ø x 3" BOLTS
℄ 6" PIPE
℄ 6" PIPE
℄ FLUME
℄ PIPE
3'
-
0
"
-
3
'
-
6
"
WATER LEVEL
EL. 100.063'
NOTE:
ALL PIPING SUPPORT
HARDWARE SHALL
BE HOT-DIPPED
GALVANIZED
SLIDE PLATFORM
COLUMNSUPPLY PIPING. PER POOL
ENGINEER DRAWINGS.
(NOT BY SPLASHTACULAR)RISER STYLE PIPE
CLAMPS TO
COLUMN. (NOT BY
SPLASHTACULAR)
6"
S
U
P
P
L
Y
6"
S
U
P
P
L
Y
42" OPEN FLUME SLIDE
800 TO 1000 GPM
BUTTERFLY VALVE W/
HANDWHEEL OPERATOR.
LOCATE ON DISCHARGE
SIDE OF PUMP AS REQUIRED.
(NOT BY SPLASHTACULAR)
SUPPLY PIPING SIZE PER POOL
ENGINEER. SEE POOL DRAWINGS.
(NOT BY SPLASHTACULAR)
The Structural Support System,
foundations, decking/treads,
fiberglass components including a
finite analysis of the ride path
depicted on these drawings were
designed under the direction of the
Professional Engineer who's seal
and signature are affixed to this
drawing. Any structural design
connections of the slide
components that are connected to
a building are not by Splashtacular.
This document is the intellectual
property of Splashtacular, LLC, which
has exclusive rights to proprietary
trade secrets and confidential
information contained herein. Receipt
of permission to use this document
does not convey any rights to use the
information contained herein without
prior written consent of
Splashtacular, LLC.
REVISION HISTORYDATEMARK APPROVED
04/15/2025 ISSUED FOR APPROVAL
1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1
2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2
07/25/2025 ISSUED FOR CONSTRUCTION
C
PROJECT NUMBER:
TITLE:
PROJECT:
DATE:
STATE:
COUNTRY:
APPROVED:CHECKED:CITY:
DESIGNER:SCALE:
MEMORIAL PARK
11525 USA
CA
SANTA ANA
03/27/2025
GLC
DBG/DAR RRR
2025 - Splashtacular, LLC - All Rights Reserved.
W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s
401 N.East Street • Paola, Kansas 66071
P 800.844.5334 • F 913.294.2496
®
1
S9.0
SLIDE START TUB DETAILS
SCALE: 1/2" = 1'-0"
2
S9.0
SLIDE EXIT POOL DETAILS
SCALE: 1/2" = 1'-0"
3
S9.0
MECHANICAL SCHEMATIC
SCALE: 1/2" = 1'-0"
4
S9.0
42" OPEN FLUME SLIDE TYPICAL SECTION DETAILS
SCALE: 1/2" = 1'-0"
TITLE:
DATE:
SCALE:
SLIDE ENTRY, EXIT & PART DETAILS
AS NOTED S9.008/14/25