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A <br />B ℄ FTG & <br />PEDESTAL <br />1 <br />S2.1 <br />1'-10" <br />℄ F <br />T <br />G <br /> <br />& <br />PE <br />D <br />E <br />S <br />T <br />A <br />L <br />R11 <br />" <br />45 <br />. <br />0 <br />° <br />90.0 <br />° <br /> <br />( <br />T <br />Y <br />P <br />) <br />REFERENCE <br />DIRECTION <br />(8)-1"Ø ANCHOR BOLTS EQUALLY <br />SPACED ON A 22"Ø BOLT CIRCLE. <br />DOUBLE NUT. USE TEMPLATE TO <br />MAINTAIN ANCHOR BOLT ALIGNMENT <br />DURING CONCRETE POUR. <br />Ø2'-6 <br />" <br />16"Ø COLS 4" <br />2" <br />214" <br />658" <br />RIDE SURFACE <br />SEE COLUMN SCHEDULE <br />FOR BRACKET ANGLE <br />1 4" BENT PLATE <br />SIMILAR TO PLATE IN <br />DETAIL 04S5.2 EXCEPT <br />AS SHOWN, PROVIDE <br />BACKUP PLATE PER <br />DETAIL 05S5.2 AT <br />EACH LOCATION. <br />10 <br />" <br />2" <br />5" <br />4" <br />11 <br />2" <br />2" <br />7 8"Ø HOLE <br />(TYP) <br />ANG <br />L <br />E <br />2" <br />6" <br />PR <br />O <br />J <br />. <br />3' <br />- <br />6 <br />" <br /> <br />E <br />M <br />B <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />Ø <br />1 <br />" <br /> <br />B <br />O <br />L <br />T <br />S <br />4' <br />- <br />0 <br />" <br />2" <br />2" <br />3" <br />MI <br />N <br />COLUMN BASE PLATE <br />T.O.C. ELEVATION <br />SEE SCHEDULE <br />1"-8 ALL THREAD <br />GALVANIZED ANCHOR <br />BOLT PER ASTM F1554 <br />(2) 1"-8 HEX NUT <br />WITH FLAT WASHER <br />LEVELING NUT <br />1"-8 HEX NUT <br />WITH WASHER <br />(2) 1"-8 HEX NUT <br />WITH FLAT WASHER <br />TOP OF FOOTING <br />NON-SHRINK GROUT <br />C5 <br />C3 <br />2'-0"2'-0" <br />2' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />4'-011 <br />16" <br />8'-011 <br />16" <br />3' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br />2' <br />- <br />8 <br />7 8" <br />4' <br />- <br />8 <br />7 8" <br />2'-011 <br />16" <br />8' <br />- <br />8 <br />7 8" <br />3'-8"2'-4" <br />C6 <br />C1 <br />4' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />4'-0"4'-117 <br />8" <br />12'-117 <br />8" <br />5' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />4' <br />- <br />5 <br />" <br />6' <br />- <br />5 <br />" <br />5'-0"2'-117 <br />8" <br />14 <br />' <br />- <br />5 <br />" <br />4'-0" <br />5'-0" <br />A <br />B ℄ FTG & <br />PEDESTAL <br />1 <br />S2.1 <br />℄ F <br />T <br />G <br /> <br />& <br />PE <br />D <br />E <br />S <br />T <br />A <br />L <br />90.0 <br />° <br /> <br />( <br />T <br />Y <br />P <br />) <br />REFERENCE <br />DIRECTION <br />(12)-1"Ø ANCHOR BOLTS EQUALLY <br />SPACED ON A 30"Ø BOLT CIRCLE. <br />DOUBLE NUT. USE TEMPLATE TO <br />MAINTAIN ANCHOR BOLT ALIGNMENT <br />DURING CONCRETE POUR. <br />30.0° <br />T <br />Y <br />P <br />. <br />2'-6" <br />R1'- <br />3 <br />" <br />Ø3'-6 <br />" <br />24"Ø COLS <br />TITLE: <br />DATE: <br />SCALE: <br />FOUNDATION DETAILS <br />AS NOTED S2.2 <br />3 <br />S2.2 <br />ANCHOR BOLT DETAIL <br />SCALE: 2" = 1'-0" <br />2 <br />S2.2 <br />CONCRETE MOUNTING BRACKET <br />SCALE: 1-1/2" = 1'-0" <br />1 <br />S2.2 <br />ANCHOR BOLT LAYOUT <br />SCALE: 3/4" = 1'-0" <br />The Structural Support System, <br />foundations, decking/treads, <br />fiberglass components including a <br />finite analysis of the ride path <br />depicted on these drawings were <br />designed under the direction of the <br />Professional Engineer who's seal <br />and signature are affixed to this <br />drawing. Any structural design <br />connections of the slide <br />components that are connected to <br />a building are not by Splashtacular. <br />This document is the intellectual <br />property of Splashtacular, LLC, which <br />has exclusive rights to proprietary <br />trade secrets and confidential <br />information contained herein. Receipt <br />of permission to use this document <br />does not convey any rights to use the <br />information contained herein without <br />prior written consent of <br />Splashtacular, LLC. <br />REVISION HISTORYDATEMARK APPROVED <br />04/15/2025 ISSUED FOR APPROVAL <br />1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1 <br />2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2 <br />07/25/2025 ISSUED FOR CONSTRUCTION <br />C <br />PROJECT NUMBER: <br />TITLE: <br />PROJECT: <br />DATE: <br />STATE: <br />COUNTRY: <br />APPROVED:CHECKED:CITY: <br />DESIGNER:SCALE: <br />MEMORIAL PARK <br />11525 USA <br />CA <br />SANTA ANA <br />03/27/2025 <br />GLC <br />DBG/DAR RRR <br />2025 - Splashtacular, LLC - All Rights Reserved. <br />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 <br />401 N.East Street • Paola, Kansas 66071 <br />P 800.844.5334 • F 913.294.2496 <br />® <br />4 <br />S2.2 <br />COMBINED FOOTING <br />SCALE: 3/8" = 1'-0" <br />5 <br />S2.2 <br />COMBINED FOOTING <br />SCALE: 3/8" = 1'-0" <br />6 <br />S2.2 <br />ANCHOR BOLT LAYOUT <br />SCALE: 3/4" = 1'-0" <br />08/14/25