SW1230602_Plansheet - Field Surfacing_20230705 (2)

PROJECT:
36'
N 14"44'41'• E 795.48 (TOTAL)
N 14"17'47" E
1200.78' (TOTAL) LEGACY
EST, S0CCER PARK2024
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ADDRESS: 520 PINEY RIDGE ROAD I FOREST
CITY I RUTHERFORD COUNTY I NC 1 28043
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NATURAL GRASS
FIELD x X
x I CLIENT:
' NATURAL GRASS
ARTIFICIAL INFILL I x FIELD
TURF FIELD I ' x
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1 1 '` 1 1 ^b:: ' Fiel 4) I I !
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�/M LEGACY
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x CONTACT: TERRY HINES, EXECUTIVE
DIRECTOR 828.202.4630
ADDRESS: P.O. BOX 352 1 RUTHERFORDTON I
s x RUTHERFORD COUNTY I NC 1 28139
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LANDSCAPE ARCHITECT:
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ARTIFICIAL INFILL ARTIFICIAL
TURF FIELD (Mini INFILL !' JU D E TINATION
a TURF FIELD
I I 1 Field 1 v
(Mini Field 2
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BY
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NATURAL GRASS G)m D
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FIELD ARTIFICIAL INFILL ' o w
FIETURF FIELD (Mini NATURAL o
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,Field,3) x A
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f; o ADDRESS: 136 FURMAN ROAD, SUITE 6 1
BOONE I WATAUGA COUNTY I NC 1 28607
4vH SEAL:
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LEGEND U 05/10/2023
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ARTIFICIAL INFILL TURF FIELD REVISIONS DATE
X
SCM
WET POND x ._ NATURAL GRASS
x FIELD
I ' NATURAL GRASS FIELD '
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NOTES:
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1. ARTIFICIAL INFILL TURF SURFACE SHALL
DEMONSTRATE AN INFILTRATION RATE x
OF AT LEAST 50 INCHES PER HOUR X
USING A HEAD LESS THAN OR EQUAL TO
4 INCHES. �z
2. SUBSURFACE DRAINAGE SYSTEM SHALL
DEWATER THE DESIGN VOLUME TO THE TIFWAY 419 BERMUDA SOD 0 !+
L - BOTTOM OF THE SUBGRADE SURFACE �v
WITHIN 72 HOURS. 1.33% SLOPE MAX. 1.33% SLOPE MAX.
` 3. CONCRETE EDGE RESTRAINT WITH (SEE GRADING PLAN) (SEE GRADING PLAN)
DFTDR= _ F NAILER BOARD SHALL BE PROVIDED GEOTEXTILE FABRIC PROJECT MANAGER: CAG
12" SAND BASE
AROUND PERIMETER OF TURF SURFACE. x! x
`eeNTeROF F1eLD 'a v z 4. AFTER INSTALLATION,THE TURF 6" #57 STONE - DRAWING BY: CAG
oNGP TE SURFACE SHALL BE PROTECTED FROM SUBGRADE -I I 12" PERFORATED
a I I- - - - - - - - - - - - - - - COLLECTOR PIPE FOREST CITY NC
GDR=\ nI R o.sT Tove s sroNE 075%5S FE 0.75&SLOFE_ DTUF ■� A SEDIMENT DEPOSITION UNTIL THE SITE _ - - - - - -I :1.ti-.+.':. �:::'.:.•. a: ::, .,.;'-.;.;.. :,.':::..;-:',:.:.,:: � JURISDICTION: ,
_ ,.
L IS COMPLETED AND STABILIZED. AFTER - ,-1 I II I I(I 111 111 111 II I I-III-III I-III-I 111 111 111 I II I I I I„I I-1 - ::''•. ':: ,::
09/20/22
•I I-(� DATE
5. THE SITE IS STABILIZED, AN IN-SITU � b b a� a�
�w ,1• P PERMEABILITY TEST SHALL BE SHEET TITLE:
_ CONDUCTED AND CERTIFIED ON THE
0 O o
TURF SURFACE.
F.FE DF.a1NNG-TD%L
I2'FEiF ,R TED GOLLEGTDR
`',LO,EFJ @ 0.34f ff.-F.TrI LINFR v
\`FREE DMINING STONE
TRENCH-DING PALL 5ID-= UNDISTURP�ED SUEGRgDEJ N
Draw Down Time(15A NCAC 02h.1055) NOTES: ATHLETIC FIELD
ZO Hydraulic 1. FIELD TO BE CONSTRUCTED TO ASTM F2396 STANDARDS (STANDARD o _
H Design stone Factorof Draw Down Conductivity MioReq. GUIDE FOR CONSTRUCTION OF HIGH PERFORMANCE SAND-BASED D
W Area(sgft) Area(ac) Depth(in) Rv DV(cf) Depth(ft) safety Time(hrs) (in/hr(" sA(5gft) ROOTZONES FOR ATHLETIC FIELDS). SURFACING DETAILS
_ Championship Field4 1Os300 142 1 0.95 8336.25 0.42 z 72 8.33 6.95 2. SAND BASE TO BE COMPRISED OF SAND AND PEAT MOSS MIXTURE.
U) - Mini Field 1 4436.35 0.10 1 0.95 351.211 0.42 2 72 8.33 0.29
Mini Field 2 2958.45 0.07 1 0.95 234.2106 0.42 2 72 8.33 0.20
MIXTURE RATIO TO BE 8:2. SHEET NUMBER:
U - Mini Field 3 7622.13 0.17 1 0.95 603.4186 0.42 2 72 8.33 0.50 L G 0
Calculations based on NCDEQ 2017 Stormwater Manual V■
'Hydraulic Conductivity is based on the permeability specifications provided by the synthetic turf manufacturer(Sports Labs).
a
g W The hydraulic conductivity of the underlying sub-grade base(No 57 stone)exceeds the turf rate used in this calculation.
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n • SCALE: 1n = 60'
CAD(SR 21 60 30 0 60 120
-71 -.7 .
RHI
E7
0
1 ARTIFICIAL INFILL TURF FIELD 2 )_NATURAL GRASS FIELD SCALE IN FEET
ow what's below SCALE
NUMBER: 2020
Call before you dig