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RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06�� 7�20
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+++ 70X Liqht 6rey md 30% Black No Fault Poured in Place TPV Rubber Safety Surface or opp-oved equal.
+++ Surface to be installed per Mmufacturer's Specificaticns.
������ CONTACL JUSTIN M005, PLAY PROS. PFlONE: 317-2q2-7W6
+++ SEE DETAILS ON SNEETS C207-C209.
CONTRACTOR TO SUBMIT COLOR SAMPLES FOR APPROVAL.
�70% Teal md 30% Black No Fault Poured in Place TPV Rubber Safety 5urfae or approved equal.
Surface fn be insWlled per Mmufacturer's Specificaticns.
CONTACT: JUSTIN M005� PL4Y PR05. PFlONE: 317-292-7W6
SEE DETAILS ON SREETS C207-C20q.
CONTRACTOR TO SUBMIT COLOR SAMPLES FOR APPROVAL.
70% Light Green and 30% Block No Fault Poured in Place TPV Rubber Safety Surface or apProved eqyal.
Surface ta be installed per MmufacWrer's Specificaticns.
CONTACT: JUSTIN M005, PLAY PROS. PFlONE: 317-292-70G6
SEE DETAILS ON SNEETS C207-C209.
CONTRACTOR TO SUBMIT COLOR SAMPLES FOR APPROVAL.
NOTE:
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ENOU6N
SURFACING TNICKNESS TO MATCN MANUFACTURER'S
REQUIREMENT FOR FALL NEIGNTS OF PLAYGROUND.
CONTRACTOR IS RESPONSIBLE FOR GOORDINATING TNIS
AND WILL SUBMIT TNICKNESSES IN SNOP DRAWINGS
DURING CONSTRUCTION.
NOTE:
PLAYGROUND SURFACE W57ALLER IS RESPONSIBLE FOR
VERIFYING DEPTN, COMPACTION AND GRADING OF GRAVEL
SUB BASE.
Nb� lt ���
NO FAULT SAFETY SURFACE
1. DEPTH
4" minim�m thiclmcsa - ro bc detcrmmcd by lucal suil condrtiona
2. SLOPE
Stone elevation shall maintain slope to drains or �oward low end. Base musi exhibii positive drainage in all areas.
3. COMPACT[ON
Density requiremen[ is 90% compaction wi[h final condition of s[one as level and s[able so as no[ [o shiR when
tcaveled on or dunng s�cface installation process. A compac(ion te�l is reyuired and mus� be submitted m No
Faul! Sparl Group prior m insm(/ation.
4. POROSITY
Stone base couese shall maintain pomsity foe direct drainage Care musl be mken nol lo clwke off pomsity.
5. ENCLOSURE
Smne base co�rse shall 6e surtounded by a retaining curb.
Example NL Fo� a 2" system, top-ofcu�b eleva[iou s'hull be 2" above lop-ofcompxcled stoue elevulion.
NOTE As [he No Faul[ Safery Sort'ace dep[h changes, so sha0 [he difference between top of w�b and mp of
wmpactcd sro�c
Example k2. If the No Fault Safery Sonc�e ie ro cove� the �etaining curb, rhe rompacted sro�e base shall be
Fluah/even withthetop ofthe ourb.
6. DRAINACE
Subaurtace dral�age is recomme�ded unde� and arou�d a srone base. Ped�o�a[ed pfpe or slmilar system is
acccptablc. Posi[ivc dcai�agcin alI arcasis rcq�iccd.
7. STONE SELECTION (I[ is ecitical that [he uae of different emne sizes deseribed below is etnetly adhe�ed m).
Stone shall be unifortnty mixeA in an epproving pugmill oe on a mixing table or by othec mechaniwl meens (such
as qua�ry blcnding operatio�s) p�io� to placcmcn[ on thc subgradc. Tcet samplcs will bc takcn aftc� mixing, and
the matenal shall conform ro specified requirements prior ro placement on the subgrade. The matenal shall be
we[[ed du�iug mixing ope�atious if uecessary Po� pmpe� blevdivg.
ft. STONE GRADATION U.S. Sieve Percent Passine
I" 100
3/4" 90-100
No. 4 35 - 60
No.30 10- 30
Na 200 2 - 9
h'OTE: Aflhaugh.No Faid! SpaM Croup sha(! advise owneranA/orprimr rnnrcacror ifa Aefieiency in worh-byorhrrs is
discovervd,NoFauttaaep[snor �nsibi6ryforvrork-byuthes.ltistl�eawneran�rpr'onemnrca�arSr �nsibifitym
en.suretheaeaumeyoJxrcrrknoterecuredDyhbFaultSpoHGroup. PrimeCnntmrMrandOwnrraRree(orelea.reNoFaull
Sport Group from rer �nsib]iry m r�r defeeis thot are tl�e rerub ofdefaas in tlie bas� ubynaLe
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ROVew.� S µif.µai� V F: "'S T�ex,� PLn�nAfi6fil]-]fi]Rpnll4ee�
i11R1'allut['mukl)n�v[IeC VUPeII]'••HUIiI1LkSiLlF11 fat:fl]9-MIdAEll�nllirc[)
Ruino rzuwe,lA 1UtlUR \o Fneti*^RuearnMau'x(PIPj wnn.naYaoltenm
VOF�o�i"'SvociFtaoa
No. -
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STATE OF
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Schneider
(i�fOMATICS
a division of
rne s�n�eree� camo�otro�
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Tel eph on e: 317826 J100
ww w. sch n eid ercorp. com
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PLAYGROUND SURFACING PLAN
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