s INSTRUMENTS FOR YOUR PLAYGROUND CLIMBING WALL: 5' HEIGHT N.T.S. RI SE DETAIL

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Delphia Moore
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4 WALL ASSEMBLY 1. FIRST, POSITIO THE CLIMBIG WALL O THE PREPARED GRAULAR BASE COURSE. 2. MATCH AD SECURE THE STEEL FRAMES TO THE STEEL O THE BACK OF THE CLIMBIG WALL USIG THE SUPPLIED LAG BOLTS. THE STEEL WILL HOLD THE WALL AT THE APPROPRIATE AGLE (15 ) DURIG ASSEMBLY. 2.a. FASTE SUPPLIED STEEL SPACERS BETWEE THE STEEL SUPPORTS O THE GROUD AD THE AGLED STEEL. 3. SET THE WIG-WALLS TO THE LEFT AD RIGHT SIDES OF THE CLIMBIG WALL. 4. MATCH AD SECURE THE STEEL FRAMES TO THE STEEL THAT IS PRE-ISTALLED TO THE BACK OF THE WIG WALLS. THE STEEL WILL HOLD THE WALL AT THE APPROPRIATE AGLE (15 ) DURIG ASSEMBLY. 5. ALIG THE BACK OF THE WIG-WALLS TO THE BACK EDGE OF THE STEEL OF THE CLIMBIG WALL. ESURE THEY ARE ALIGED ALL THE WAY UP AD FIT SUGLY TOGETHER. 6. THE CEDAR FACADE O THE CLIMBIG WALL PORTIO SHOULD SIT APPROXIMATELY EVE WITH THE FROT FACE OF THE WIG-WALLS. 7. WITH ALL 3 WALLS I PLACE AD SUPPORTED BY STEEL FRAMIG, SECURE THE CLIMBIG WALL TO THE WIG-WALLS BY FASTEIG S.D.W.S. FASTEERS THROUGH THE PREDRILLED HOLES OF THE ISTALLATIO FRAME ITO THE WIG-WALLS. WIG-WALL 'E' STEEL (TO SIT AT A AGLE) HAS HOLES AT EQUAL DISTACE FROM THE EDS F F CLIMBIG WALL STEEL PRE-ISTALLED O THE BACK OF THE WALLS FASTEER 'E' STEEL (AGLED) STEEL SPACER 'D' STEEL (HORIZ.) FASTEER VIEW A VIEW B - SECTIO C-C - - SECTIO E-E - - SECTIO F-F - STEEL ASSEMBLY STEEL SUPPORT PRE-ISTALLED O THE BACK OF THE WALLS mm [6" - 8"] CARRIAGE BOLT WITH UT & WASHER STEEL SUPPORT PRE-ISTALLED O THE BACK OF THE WALLS 'E' STEEL SUPPORT (AGLED) 203mm [8"] LEGTH CARRIAGE BOLT WITH UT & WASHER STEEL SPACER 'E' STEEL SUPPORT (AGLED) - VIEW A - - VIEW B - 'D' STEEL SUPPORT (HORIZOTAL) COMPACTED GRAULAR BASE COURSE I-PG OF 7

5 COLLAR AD COLLAR POSTS 1. PLACE SUPPLIED COLLAR POSTS ITO THE OTCHES I THE OAK WIG-WALLS WITH THE SIT-DOW COLLAR FACIG THE FROT OF THE CLIMBIG WALL. 2. FASTE COLLAR POSTS: 2.a. 2.b. WITH 305mm [12"] S.D.W.S. FASTEERS THROUGH PRE-DRILLED HOLES I THE STEEL FRAME, THROUGH THE COLLAR POSTS AD ITO THE WIG-WALLS. WITH 152mm [6"] S.D.W.S. FASTEERS FROM THE BACK OF THE POSTS ITO THE WIG-WALLS. GEOGRID 1 "] 230mm [9 16 "] 174mm [ mm [8 1 2 "] TOP LOGS OF WIG-WALLS ARE PRE-OTCHED TO RECEIVE POSTS STEEL FRAME SECURIG CLIMBIG WALL TO WIG-WALLS GEOGRID 687mm [2'-3"] 12" SDWS SCREWS I PRE-DRILLED HOLES 6" SDWS SCREWS I PRE-DRILLED HOLES - BACK VIEW OF WALL - I-PG OF 7

6 GEO-GRID REIFORCEMET: 1. GEO-GRID REIFORCEMET WILL BE ISTALLED TO IMPROVE THE STRUCTURAL ITEGRITY OF THE SOILS BY REIFORCIG AD COFIIG FILL MATERIALS AD DISTRIBUTIG LOAD. 2. GEOGRID IS PRE-ATTACHED TO THE BACK OF THE WALL (SHIPPED ROLLED UP AD SECURED WITH ZIP-TIES). 3. DRAIAGE SAC TO BE 3 4" CLEAR GRAVEL WRAPPED I O-WOVE GEOTEXTILE FABRIC. 4. PLACE FILL AD DRAIAGE SAC UP TO THE LOWEST GEO-GRID AD COMPACT THE FILL TO 98% S.P.D.D. 5. CLIP THE ZIP-TIES O THE LOWEST GE0-GRID ROLL. PULL OUT THE FULL LEGTH (1828mm [6']) OF GEO-GRID OVER THE PREPARED DRAIAGE SAC AD COMPACTED FILL. 6. PLACE THE EXT DRAIAGE SAC AD LAYER OF FILL O THE GEO-GRID UP TO THE EXT GEO-GRID ROLL AD COMPACT TO 98 % S.P.D.D. 7. COTIUE I THIS MAER UTIL ALL OF THE GEO-GRID HAS BEE EXTEDED AD THE HILL HAS BEE BACKFILLED UP TO 165mm [6 1 2"] FROM THE TOP OF WALL. 8. GRADE THE HILL BEHID THE WALLS TO FOLLOW THE SLOPE OF THE TOP OF THE WIG-WALLS. BACKFILLIG AD DRAIAGE 9. BE SURE TO ISTALL ALL FASTEERS BEFORE BACKFILLIG. 10. ISTALL 100mm [4"] WEEPIG TILE O THE COMPACTED GRAVEL BEHID WALL. 11. WEEPIG TILE TO DRAI TO DAYLIGHT OR COECT TO STORM WATER MAAGEMET PLA FOLLOWIG LOCAL STADARDS. 12. WEEPIG TILE TO HAVE A 2% SLOPE. 13. SEPARATE DRAIAGE SACS MUST BE ISTALLED DIRECTLY BEHID THE WALLS BETWEE THE GEO-GRID LAYERS. 14. BACKFILL WITH EGIEERED FILL THAT CA ACHIEVE 98% S.P.D.D. COMPACTIO. SIT-DOW COLLAR ASSEMBLY: REFER TO "BACK VEIW OF WALL" REFER TO LAYOUT PLA FOR ADJACET MATERIALS BOTTOM OF DRAIAGE SAC AD DRAIAGE LAYER BEEATH SAFETY SURFACE TO BE I-LIE WITH EACH OTHER PROTECTIVE SAFETY SURFACE RECOMMEDED DRAIAGE OR BASE COURSE FOR SAFETY SURFACE 1524mm [5'] PRE-ISTALLED TIMBER BATTIG FULLY EXTEDED GEO-GRID 1829mm [6'] DRAIAGE SAC 1380mm [4' "] 1017mm [3'-4"] 305mm [1'] 305mm [1'] 4" Ø WEEPIG TILE COMPACTED GRAULAR BASE COURSE 203mm [8"] 2758mm [9' "] UDISTURBED EARTH / TERRA FIRMA - SECTIO D-D - GEO-GRID, SAFETY SURFACE, DRAIAGE, AD COMPACTED GRAULAR BASE I-PG OF 7

7 PLATFORM 1. THE DECK PLATFORM IS TO SIT O TOP OF THE DRAIAGE SAC ALREADY ISTALLED BEHID THE WALL. 2. ISTALL 150mm [6"] OF CRUSHED COMPACTED GRAVEL EXTEDIG FROM THE WALL DRAIAGE SAC TO 150mm [6"] BEYOD THE ED OF THE PLATFORM. 3. PLATFORM IS TO SIT 13mm [ 1 2"] LOWER THA THE CLIMBIG WALL CAP (THIS CREATES A HAD HOLD TO PULL UP OTO THE PLATFORM) 4. REMOVE THE TWO DECK BOARDS THAT ARE TACKED DOW. 5. ISTALL 4 SUPPLIED S.D.W.S. FASTEERS THROUGH THE PRE-DRILLED HOLES I THE JOISTS ITO THE CLIMBIG WALL. 6. RE-FASTE REMAIIG 2 DECK BOARDS WITH SUPPLIED DECK SCREWS. 7. ADJACET SURFACE EXT TO THE PLATFORM MUST BE FIRM AD FLUSH WITH THE ELEVATIO OF THE PLATFORM. CLIMBIG WALL CAP 13mm REMOVE 2 DECKBOARDS TO ALLOW ACCESS TO SECURE PLATFORM TO CLIMBIG WALL. REPLACE DECKBOARDS. [ 1 2 "] FASTE JOIST TO CLIMBIG WALL ASSEMBLED PLATFORM 152mm [6"] COMPACTED BASE COURSE TO SUPPORT PLATFORM DRAIAGE SAC TO COME UP TO BOTTOM OF PLATFORM COMPACTED BACKFILL STEEL SUPPORT FRAME - SECTIO E-E - CLIMBIG WALL: 5' HEGHT I-PG OF 7

8 EXAMPLE COTOURS SHOWIG MIIMUM SIZE OF HILL BEHID CLIMBIG WALL 9145 [30'] EXCAVATIO REQUIRED FOR BASE COURSE, STEEL SUPPORTS AD GEOGRID 1.00 m 1.20 m 1.40 m PROTECTIVE SAFETY ZOE 1800 [71"] 9145 [30'] FIISHED WIDTH OF WALL AD PROTECTIVE SAFETY ZOE EXAMPLE GRADIG [40'-10"] 0.80 m 0.60 m 0.40 m 0.20 m 2871 [9'-5"] EXCAVATIO REQUIRED FOR BASE COURSE, STEEL SUPPORTS, AD GEOGRID EXAMPLE GRADIG 9248 [30'-4"] - LAYOUT I-PG OF 1

RESIDENTIAL SERVICES METHODS AND REQUIREMENTS

RESIDENTIAL SERVICES METHODS AND REQUIREMENTS SCOPE: THIS STADARD SHOWS THE FOR ISTALLATIO OF UDERGROUD AD OVERHEAD SERVICES I RESIDETIAL S, ULESS OTHERWISE SPECIFIED O THE WORK ORDER DRAWIGS. GEERAL IFORMATIO: A. THIS COSTRUCTIO STADARD COVERS THE