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℄ <br />ANCHOR <br />BOLTS <br />SEE TYPICAL ANCHOR <br />BOLT DETAIL 03S2.2 <br />PER SCHEDULE <br />1/2" EXPANSION JOINT <br />MATERIAL WITH CAULK T.O.C. ELEVATION <br />PER SCHEDULE <br />3" <br />CL <br />R <br />VERTICAL REINFORCING <br />WITH HOOK BTM PER <br />FOUNDATION SCHEDULE <br />HORIZONTAL TIES PER <br />FOUNDATION SCHEDULE, <br />EXCEPT TOP 3 TIES <br />@ 1 1 2" SPACING <br />REINFORCING PER <br />FOUNDATION SCHEDULE <br />FINISH GRADE OR DECK. SEE <br />POOL PLANS FOR ELEVATION <br />PE <br />R <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />FOOTING BEARING <br />ELEVATION <br />PER SCHEDULE <br />2" <br />CL <br />R <br />VARIES - PER SCHEDULE <br />2" <br />CLR <br />2" <br />3' <br />- <br />6 <br />" <br />2" NON-SHRINK GROUT WITH <br />(2) Ø1/2" WEEP HOLES NOT BY <br />SPLASHTACULAR CREWS <br />1/6 <br />S2.2 <br />2" CLR. <br />HORIZONTAL TIES PER <br />FOUNDATION SCHEDULE, EXCEPT <br />TOP 3 TIES @ 1 1 2" SPACING <br />1/2" EXPANSION JOINT <br />MATERIAL WITH CAULK <br />FINISH GRADE OR DECK. <br />SEE POOL PLANS AND <br />SCHEDULE FOR ELEVATION <br />CONCRETE MOUNTING BRACKET <br />SEE DETAIL 02S2.2 <br />*PROVIDE 3 4"Ø ALL THREAD W/ 6 NUTS <br />AND 4 WASHERS. CUT TO LENGTH IN <br />FIELD. PROVIDE 6" MIN. EMBED. <br />3' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />FO <br />R <br /> <br />F <br />R <br />O <br />S <br />T <br /> <br />P <br />R <br />O <br />T <br />E <br />C <br />T <br />I <br />O <br />N <br />3" <br /> <br />C <br />L <br />R <br />REINFORCING PER <br />FOUNDATION SCHEDULE <br />PE <br />R <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />2" <br /> <br />C <br />L <br />R <br />VARIES - PER SCHEDULE <br />VERT. REINFORCING W/ <br />HOOK TOP PER SCHEDULE <br />VERTICAL REINFORCING <br />WITH HOOK BTM PER <br />FOUNDATION SCHEDULE <br />±8 <br />" <br />FOOTING BEARING <br />ELEVATION <br />PER SCHEDULE <br />TOP OF FIRST POUR <br />PER SCHEDULE <br />T.O.C. FINISHED DELAYED <br />POUR ELEVATION <br />PER SCHEDULE <br />NOTES: <br />1.COORDINATE CONCRETE PAD W/ SITE <br />CONCRETE (NOT BY SPLASHTACULAR) <br />2.F.B.E. = FOOTING BEARING ELEVATION <br />3.T.O.C. = TOP OF CONCRETE PEDESTAL <br />ELEVATION <br />4.O.C. = ON CENTER <br />5.PROVIDE DELAY POUR. <br />-31.419'-3.097' <br />-16.431'0.237' <br />-3.334'4.172' <br />100.967'-13.685'7.911' <br />100.168'-7.056'7.911' <br />-27.431'2.320' <br />FOUNDATION SCHEDULE <br />Col No.Foundation Type Detail T.O. First <br />Pour (ft) <br />T.O.C. Elev <br />(ft) <br />T.O.D. or T.O.G. <br />Elev (ft) <br />F.B.E. Elev <br />(ft) <br />Footing Dimensions (A x B x <br />Thickness)Footing Reinforcement <br />Concrete <br />Pedestal <br />Dia (in)Size Qty <br />Vertical Reinf. <br />Size Spc <br />Vertical Ties <br />X Coord Y Coord Notes <br />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.- <br />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.- <br />C3 Spread Footing 01S2.1 101.000'100.000'95.500'05S2.2 x 18.00"#6 18 #3 8"o.c.- <br />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. <br />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. <br />C6 Spread Footing 01S2.1 101.000'100.000'95.500'04S2.2 x 18.00"#6 18 #3 8"o.c.- <br />30" <br />30" <br />30" <br />- <br />- <br />- <br />- <br />12 - #6 Equal Spacing - Each Way - Top & Bottom <br />#6 @ 9" o.c. - Each Way - Top & Bottom <br />#6 @ 9" o.c. - Each Way - Top & Bottom <br />#6 @ 9" o.c. - Each Way - Top & Bottom <br />TITLE: <br />DATE: <br />SCALE: <br />FOUNDATION SCHEDULE & DETAILS <br />AS NOTED S2.1 <br />1 <br />S2.1 <br />SPREAD FOOTING DETAIL <br />SCALE: 3/4" = 1'-0" <br />2 <br />S2.1 <br />PIER ON SPREAD FOOTING DETAIL <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 />08/14/25 <br />Min. 6" clear from <br />edge of footing to <br />back of pool wall. <br />ADG <br />Contractor to coordinate sequence of <br />construction of slide footings and pool shell. <br />Contractor to coordinate slide footings and <br />aggregate pier locations. <br />ADG <br />Min. 6" clear from top <br />of footing to bottom <br />of pool wall / gutter. <br />ADG