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AT TOWER STAIR BASE AT TOWER LANDING <br />3' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />7" <br />31 <br />2" CLR. MAX <br />TREAD SUPPORT <br />∠2x2x1 4 <br />3 8"x11 2" <br />PLATE TYP. <br />(4) - 1 2"Ø BOLTS (TYP.) <br />PROVIDE PLASTIC CAPS <br />AT BOLT END. <br />3 8"x11 2" <br />PLATE TYP. <br />LANDING <br />112" <br />7" <br />DRILL 3 <br />4"Ø HOLE IN PLATE FOR <br />1 <br />2"Ø x 5" ALL THREAD TO BE <br />EMBEDDED IN DECK POUR. <br />3' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />1'-0" MINFACE OF <br />TREAD <br />(2) 11 <br />2" x 4" 14 GA. SS BENT PLATES. <br />BOLT TO UNDERSIDE OF TREAD AND <br />TOGETHER W/ 4-#10 BOLTS EA. <br />3 8"x11 2" <br />PLATE TYP. <br />TREAD SUPPORT <br />∠2x2x1 4 <br />(4) - 1 2"Ø BOLTS (TYP.) PROVIDE <br />PLASTIC CAPS AT BOLT END. <br />* PROVIDE <br />LOCKABLE <br />GATE AT BASE <br />OF STAIR. <br />31 <br />2" CLR. <br />MAX <br />AT SLIDE PLATFORM <br />4' <br />- <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />PLATFORM (SEE PLAN) <br />HSS 11 2"x11 2" POST <br />HSS 21 2"x11 2" POST <br />BOLT TO 3 8"x11 2" <br />PLATE OF PERP. <br />GUARDRAIL <br />1'-0" <br />U.O.N. <br />1'-0" <br />U.O.N <br />TREAD <br />SUPPORT ∠ <br />C6x133" <br />112" <br />112" <br />3 8" x 1 1 2" PLATE <br />W/ (3)- 1 2" Ø x 2 3 4" <br />BOLTS, MIN. <br />HSS 1 1 2 x 1 1 2 x 1 8" <br />1 8" END CAP <br />HSS 1 1 2 x 1 1 2 x 1 8" <br />PLAN AT CORNER <br />1'-0" <br />3 16 <br />TYP <br />HSS 1 1 2 x 1 1 2 x 1 8" <br />3 8" x 1 1 2" PLATE <br />HSS 2 1 2 x 1 1 2 POST <br />(3)- 1 2" Ø x 2 3 4" <br />A307 BOLTS, MIN. <br />OPTIONAL SPLICE <br />4" <br />1" <br />1" <br />11 <br />2" <br />33 <br />4" <br />11 <br />2" <br />3 16 <br />3 8" CHAMFER <br />TYP. <br />1" x 5 8" SLOT <br />1'-35 <br />8"11 <br />2" <br />PLAN <br />HSS 11 2"x11 2" POST 3 8"x11 2" PL.TREAD SUPPORT ∠ <br />43" SPIRAL <br />STAIR TREAD <br />STAIR STRINGER <br />BELOW <br />SEE PLAN FOR STAIR RUN <br />1'-11 <br />2" <br />1'-0" <br />MIN. <br />** <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />F <br />O <br />R <br />ST <br />A <br />I <br />R <br /> <br />R <br />I <br />S <br />E <br />** = HORIZONTAL TO NEAREST POST <br />AT LANDINGS, END OF RAIL AT GATE. <br />111 <br />4" <br />111 <br />4" <br />NOTE: <br />ALL HANDRAIL GALVANIZED STEEL <br />1 1 4" STANDARD <br />PIPE <br />SECTION A-A <br />BOLT TO GUARDRAIL POST <br />SEE GUARDRAIL DETAILS <br />R = 1 1 2" <br />A A <br />NOTES: <br />1.VIEWS ARE FROM EXTERIOR OF LANDING. <br />2.FOR DIMENSIONS NOT SHOWN SEE RAILING DETAILS (THIS SHEET). <br />3.ADJUST DIMENSION FOR INTERSECTION WITH PERPENDICULAR RAIL. <br />9" <br />2'-3"2'-3" <br />4" <br />5 8" DIA. HOLE FOR SLIDE <br />CONNECTION (TYP. EACH <br />SIDE). <br />℄ O <br />P <br />E <br />N <br /> <br />F <br />L <br />U <br />M <br />E <br />SL <br />I <br />D <br />E <br />42" OPEN FLUME <br />4' <br />- <br />9 <br />3 8" <br />158" <br />2'-9" <br />9" <br />4' <br />- <br />9 <br />3 8" <br />2'-9" <br />6" <br />AT STAIR AND LANDING <br />HSS 11 2"x11 2"x3 16" POST <br />10 <br />" <br />158" <br />BOLT 1 4" PL W/ (2)- 3 8" A307 <br />BUTTON HEAD BOLTS. 7 16" Ø <br />HOLE IN 1 4" PL & 1 2" HOLE IN <br />TUBE. PROVIDE OVERSIZED <br />WASHER W/ PLASTIC END CAPS. <br />3 16 <br />1 2" RND. BAR <br />MAX CLEAR <br />OPENING 3 1 2" <br />1 2" ROD <br />1 1 4" Ø STD. PIPE HANDRAIL <br />3 16 <br />TYP <br />TREAD SUPPORT ∠2x2x1 4 <br />1 <br />4"x10" PL. <br />(2)- 1 2" Ø x 2 1 2" <br />A325 BOLTS <br />7" <br />3' <br />- <br />9 <br />1 8" <br />112" <br />212" <br />3 8"x11 2" PLATE TYP. <br />VARIES - <br />23 4" MIN. <br />3' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />FR <br />O <br />M <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />T <br />R <br />E <br />A <br />D <br />4' <br />- <br />1 <br />3 4" <br />4' <br />- <br />9 <br />3 8" <br />112" <br />112" <br />3" <br />4' <br />- <br />3 <br />3 8" <br />158" <br />L 1 3 4 x 1 3 4 x 1 4" <br />1 2" RND. BAR <br />MAX CLEAR <br />OPENING 3 1 2" <br />(2)- 1 2" Ø x 2 1 2" <br />A325 BOLTS <br />C6 x 13 TYP. <br />HSS 2 1 2 x 1 1 2 x 1 8" <br />POST <br />HSS 1 1 2 x 1 1 2 x 1 8"1 8" CAP PLATE <br />3 16 <br />TYP <br />AT SLIDE PLATFORM <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 />TITLE: <br />DATE: <br />SCALE: <br />STAIR & RAILING DETAILS <br />AS NOTED S8.0 <br />1 <br />S8.0 <br />GUARDRAIL ELEVATIONS <br />SCALE: 1" = 1'-0" <br />4 <br />S8.0 <br />RAILING TAB DETAIL <br />SCALE: 1" = 1'-0" <br />3 <br />S8.0 <br />HANDRAIL DETAILS <br />SCALE: 1" = 1'-0" <br />5 <br />S8.0 <br />GUARDRAIL AT SLIDE OPENINGS <br />SCALE: 1" = 1'-0" <br />2 <br />S8.0 <br />GUARDRAIL SECTIONS <br />SCALE: 1" = 1'-0" <br />08/14/25