20131200 Ver 2_Stormwater Info_20140909

TRYON INTERNATIONAL EQUESTRIAN CENTER
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STORMWATER TREATMENT
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VICINITY MAP MC NUMMs.
M9 I 301 7
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� [Z ADDITIONAL CB #5 RW RIM = 897.5
RIM V - 892.5 z° �o ADDITIONAL CB INV = 894.5 AS G —�
_ m RIM = 896 5 #4A GAS GAS GAS GAS GAS GAS GAS GAS G
893.5 �� G
/ INV = NEW 6
Lu
LL
- 1T.* ---
14' GOLF CART PATH
/ Q O
14' ELF CA T PATH
8' CONCRETE WALKWAY
I.
,G\NG I 5WALE I
J I I — VOM
I I \ g \ 0°J
'
78' X 125' 1 78 X 2C5' DEPRE55ED 4
I " I C21 6 � I D I T _--------- __ - - -- � �' FF�- �9 � ? 5 � # � � 0 SCHOOLING I S h O W A f�E N A # I °
-- _
83 LFof 15" 1DPE INV 8 co n 0 A
ARENA
899.00
INV = 893.5
FFE = 899.00
O #3 0� ° NEW 5
RW RW W RW RW RW RW RW RW RW RW RW RW W RW RW RW RW RW RW RW RW RW RIM 8 6.0,
� I
-
IN - 93.0. 't
` t ; 5WALE
GAS GAS G AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS '
�, RW RW RW RW RW RW RW RW IEWIN COVERED VIFUK- . VIEW G BERN
RW RW RW RW RW RW RW RW RW - '•
• lamer STAND = 9�' K�O
RW Rw �� o — L, planter STAND A — — — — — — — --�
Ln J— -- — -- —
\ �I _ . E2
\ J�
WALE
z WALL FOUNDATION
Q
RIM = g95 5 T) m
- L , y
125 I 1 7 81 X 2G5' D E P RE 5 5 E D 4'
892.0 A I
j V
\L
r,, INV / / - -- - -- - -- 0 LLJ SCHOOLING I SHOW ARENA #2
Cc
10' CONCRETE NEW 4 `r' �� I EFE = 899.00
ARENA
EFE — 899.00
G COURTYARD
(TYP) Lu
INV BWALE
20 = 89 ` -7 (y
Q
o �,y
X
° — — — — — — — — — — — — — —
IEWIN COVEEWAYMM BEKNb
ZZ
\ 1n °{ 2� planteerr STAND — planter— — 5TArdQ _9 3.O0 planter —
PAVERS 1
000� 5WALE
/
\ ✓ I =0 ,5 ,5•5 Q WALL FOUNDATION
��M - be-7 , egg . C
I
� � DEPRE55ED 4
� � I 1 8 X 2G5
w - — 178 X 1 25' 7 1
I Ln NEW 3 0 0
\ X SCHOOLING I SNOW ARENA #3
\ m �. 2�,�� I P` oo EEE = 899.00
vO gb5. �� Z I J ARENA
- - o acv z cal =
� FEE 899.00
101 LFof 12 " HOPE _ TKf\lNEK VIEWING (TYP)
\ h
\\ c() A I NG�TE (TYP) 5WALE
COVERED V1 l� lEWI BERM
\, o cD5e-7. O IEWIN o
S. I lamer planter STAND 90�
STAN D
9
O
FUELTANK5 AND FUMP5 5WALE
l x I
I VEHICLE WASH DOWN AREA WALL FOUNDATION
I / � OFFICE TRAILERS (2)
� 1
1 - — I �5 �R 1761 X 2G5' DEPRESSED 4'
6# 2 °° 0 - - - - -- -- — — n o
9g _ -- .� _ Q SHOW ARENA #4
50 ,� _ SCHOOLING
— P24 899.00
ARENA
—
o PEE 899.00
3 1 # Z°\ I NEW 2 be
Nv 89 05# 802 0 I I e
?_0
1 HOPE \w b e5 0
74 LF of 5" 10 LI of 15" 3 LF of 5" O
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e
} }
i + + + + + +
�•.. + + + } + } } + + + + + + + } } + + Al + + + } k + +
L
+ + + + + + + + + + } + } } + +
� }+ k+ + }+ ++ + kF�25 } k }} Al + ++ }} + k + } + } + k + k + }k + +k + }+ } }{ } k + }+
1 RAM , 8 8� J O + + + + + + + + + + /� j� j + + t + + + { + + + } + k + + +
1l� _ k +k +} k + k ++ + +�"— }f+�A' }� TK} tL } Al + +
/ y + + + + + + + + + + + + + + + + A. + + + + + A. + Al + + + + + ++ + + A, + + + + + + Al
n Q x (I I + } ++ k ++ } } ++ }} + -t+ } +k k }k+ +} A- k ++ + } }+ +} +} }i} +kt +} }} }k }+ } }} }} } }+ +} + }J }} �Y Jr
20A _ +
II II I I ° z° 8� --
8
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v g9 � .0 Nv . be \
o I �I �� �`M 25 — � A /„ 7 / �y 2 2' BRIDLE PATt1
10' CONCRETE WALKWAY
V
I z — —
_ _ 7 I BARN
' I w 123' X 239
Q
F.F.E. 696.75 20G 205 ,� Q T
Zoe ��M beb 25 �, 10' CONCRETE
— — — I 0� I I G M �g� '23 ENV �9 c I WALK (TYP) . E . I . BARN
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EX�SPE o N I wv X93 I Wets s I COURTYARD 10 3.5' X 2 9 5' 1
0 JI _
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11 COUR RUBBER ,�
LL- > - - T/7 898 2 243 LF of 5" 11DPE •• • L I (TYP) PAVERS I n Lu
11 ENV 49 LF of 5 t1DPE •+ + {— — 3 F F E 8 9 8. 7 5
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1 r I /yam/ y +� •+. • 1 359 � 8`3 NCE FENS F N C6. X 8g NCE � I�
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JOB NUMBER:
13017
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PLAN AND SPECIFICATION
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A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: 1 " = 50'
DATE: 09/04/14
DRAWN BY: JCW
CtIECKED BY: DWO
PROJECT MGR: DWO
SHEET:
3 Of 12 0

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.h ARENA
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FFE 899.00 I � X
-7
G�# 59� 0 I �M X58 ° I E NEW 2 I I
Cz\ v 593.8 - I Nv �9 G6# 202 0
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74 LP of 15" HDPE I 10 LF of 1 5" 11DPE
3 LF of 5_hDPE
0. } + k "�" t } } -} k } Al k k '�" +
"f + k + } k k + + } '+- + k Al k } } k "F t Al t } + '� + + t 26, 'f t k + } + k k } + t t }
5 -�F 0 (� } t+ A- P25 -r }} A- } } k Al + }
iJ9 \ O k * Al k Al + t k t� t + k } k k + } + t kt + Al Al k } k , +� k + + } + + H A- k }
k+ t} + t t k t+ + f COQ Til tL t t} t t t t+ t t, \�,/� t
\ I + + + } + + t -r + k } } k Al k + k + } } + + + + + k } + + t + + + } ) k t
Al A- k t ++ + } t + k t t k } } k Al t -,' } } } } + + '+" } -+- k } } + + + Ar
'F } + t + k 'F } k + k } + k
• Q _ I II + t } } t t Al t Al A-
5 + t + t } t + t + + } k + t + + } } + t t + } + + t k } } } + + t k t k
# 2 °�
28.2 G 898.25 CD
5 F-0 59A.0 cz`v 895.25 - ! 22' BRIDLE,PATH ;
�I N \� ,L
z I .• 10' CONCRETE WALKWAY 8' CONCRETE
BARN E
0 ' I W 123' X 239
8.75
Ln l0000
F.F.E. 89 r�
206 TIE TO EXISTI
0 o I c"e) 2,5 `L �, 10' CONCRETE L MANHOLE
= J I �# 20� 5 Cz \v 5.25 I co z
208 I m \\� g9 c I WALK (TYP) E . E . 1 . BARN KING
N I \�v s I� O
�X \yP� I Wets I TYARD 1 03.5' X 2 9 5' '
P COUR u- 113 X 230
\N5 ° �I _ _ � RUBBER I � �
(z \M �� .2
\\1v 49 LF of 1 5"
HD 243 LF of 15" 11DPE ,•• •' -i I (�P) EEE 898.7 5 PAVERS I o I FFE\898 , 0
I• •••.`• • ••` ` - x � -� 5 DIT 1
1 x I o LUNGING
x GKAZIN 109' X 5 7
8960 \ I I W N Ef=E 898.0
56 �� 5
f -0 ; 92.8b ?-\\A gg� '7 /
• / I
� \Z\ � , 583 � 5 � � �►
174 LF of 15 NDPE \ c He \
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Q bro 1 X
S nch X�x x -- x x x x x x x x x x x` x
x -X
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\ 0,5-7G 565.0
?- �g5 \0
? \�\G G )g 75
• \NV NG C, # 5
pp \
jo �
e90
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8�s
\ .0
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\ 8�s JB #G �� 1
\ \ RIM 830.5 CB #5 100
c'5- INV. 821.9 RIM = 819.5 813.7
55� 0 40LF of NV = 8 14.0
\55_ 3I /
A 0 DETENTION NDPE /
MANHOLE CONTROL BOX 29LF
RIM = 828. °f 36" NDPE 100
SU- 828.0 INV = 822 �
MP INV = 820.0 d
/ o\ 3G NOP� �he
25 LF of 36" �
0
DIVE 11DPE / \
RIM R gRg OX / / 820 1
_
INV
822. 5 00
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92 LF of 24" \ \
y , HDPE
99
8f• 8 .♦ FF ♦♦ Shed Z7
♦X24 0 ♦ op
/ �� ♦ ♦♦ ♦ ♦ 9' �� Z'
/ o
1 HDPE
380. q4S(`�
FF \
J B #4 g0 / ♦ ♦ ♦ 0
RIM 83 1.5 V rEo • ,moo
/ NV. 822,25 ♦ / ' \�
RIM 828.5 73 L F
♦ ♦ � VAS
INV. 821 E
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79 LF of 24" A
\ / NDPE �.. INV. \
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RIM 82 7.0 ► M. ♦ ���� ��
l 820.8 INV.
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JOB NUMBER:
13017
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PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: 1" = 50'
DATE: 09/04/14
DRAWN BY: JCW
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
4 Of 12 0

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17(5 X 1 2 5'
SHOW ARENA # I o '.
• - _ Cg #G I C5 #60
T) ° SCHOOLING I _ '
X ••`• N -`.• •• � - = 901.0 RIM = 894.5
\� �i - - - - � � � �'�' EFE - 899.00 TICKET BOOTH - R I 99 LF of 24" RCP INV = 878.6
• ` c� ` ' m 50' X 24' •- . x• V = 879.
ARENA I m -= •: Q -
FEE = 899.00 x ` -
w � cg #G2 �� � � I
NEW 5 `0 ; RIM = 901.0 +- /
C
I - ,NV = 880.0 �. /
Nfw - GAS �'� SWALE •,•• KIM
Jg #I00 0 do ,NV = 887.5
• o IEWIN o COVERED VIES VIEW G BERN
� wP��
planter5TAND planter STAND - - - - - --�
4 I
i p
-
z CD #513
- = 894
Lc)
bWALE V = 877.
m ' ' RIM
V,
WALL FOUNDATION
I ,
m
-
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_ w I Q -
N 1 781 X 265' DEPRESSED 41 w g
1 u-- - -- - -- 1 78' X 1 2 5 1
'I ♦ 2 � • -�' 30' PATIO (903.0) � :.
. -------- - -.__- - :.. ° ° SCHOOLING I 51-10W ARENA #2 ;
12 PATIO (901 .0) Cg #55 }- N
10' CONCRETE NEW 4 �' �K ARENA I EFE = 899.00 1 2' PATIO (899.0) RIM = 9Q1.0 1
INV = 8%.2 w I o
IT `� 12' PATIO (897.0) LL 1 0
/ = I =
" FEE 899.00
^ Gg # 19 COURTYARD 1 I • w cg #52 O I N
00 0.1 ` �\N� 897.0 (TYP) I Q I o
w RIM =893. I R M 9 897.0 W I RIM = 890.0 it I
` INV = u, INV = 893.8 U ' -� INV = 887.0 I z 1 J >
0` Q SWALE
-7F � eR 5 6 I P6 Q D 0
6 LF of 5" HDPE o U _
IEWIN COVPA� BER lamer I I I W
\� L/ plantPr TAND planter DTA = 90,3 .00 p C5 #54 CL
0895.5 \� �� / #/I I 13-1
RIM G6 R -� NV = 93.5 RIM = 901 ..
X = 892.5 = 97.0
2501
NV = 895 2
INV 8 PAVER5 O I A LL 3
RN = 593 .0 '': �.
0 SWALE I-
I �N RENA N
NDATO .J IN
Q
WALL! FOUNDATION Q x W
z
w 'T 1 I C5 #58
�u w RIM =894.5
I
178 X 2G5' DEPRESSED 4' `�I` f
I ° � = INV = 876.5
I
1 _ NEW 3 o W - 178 X 125 I ARENA #3 -
►� n o SHOW o f I o 1
1 -_ ° Cc
SCHOOLING I = 899.00 I I�
Itz - r' ° ARENA I FFE 2 N P7 _ I�
z N m �: ° FFE = 899.00 I #51 Im
LL- �/
TRfINER VIEWING (TYP).`. I RIM =8900
INV = 884.9 � LL-
LA--j I WALKWAY
24" HDPE
CO I N G TE (TYP) SWALE I 7 LF of -
6 LF _f 24" HD >
ti I - g�ILF f 24" HDPE
cz
r IEWI BERM m 1 ur Cg #67 0
OEM N COVERED VI ENS m c^ RIM - g95.9
' lante�r planter STAND Tq 9017' z -: o M = RIM c90 5.0 U 1 INV = 87
p STAND P1 PE E5TRI N != RINV = 884.1 INV = 883 G
" I C5 #43 P8 cz
". LKWAY
G6 #20 1 -`• �e:�i- � RIM = 890.0 � Cg #4
= 97.0 •' P1 A I INV = 881 .7 RIM = 892.0 m
8 SWALE
RIM I > J INV = 88I I CV o
X I INV = 893.5 # 3 I AT I O N
89? WALL FOUND o I l I PATH
SFIADE CF I �
9 LF of 5" hDP i 834. 1 <9 m
N G CAR AT I o
Q x 129 LF of 1 5>_HDP� - i 3�' N / I Oi T P CD #57
Gg #13 0 ,5,5 �� #22 o I ' DEPRESSED 41 w ( - C5 #G3 AVF °f/ / I RIM =
97.0 = o RI - 1 1 78 X 2 6 5 I •`•'. _ \\ 894 -G
RIM 8 � FF Cg #G4 890.0 / �N INV = 875...
V = 89 I .2 N 1 J = g 8 17(5'X 1 25' I ' IM = 890.0 RIM = 885.4 / Cg #45 `w
'N SHOW ARENA #4 HOOLI� c� I' -" 1- � � R INV RIM = 893.0
� 4� LF /o 15' 1DPE X Q SCHOOLING 1 NV = 8g6.3 INV = 880.7
�� I � _ _ - - - - -- - P2 cl
EFE = 899.00 "00,
ARENA I
c5#14 CD #
N A�RENA
897.0 1 _ 6,3 .2 \ FFE = 899.00 I ; <L �
RIM = RIM =
INV = 890.9 INV NEW 2 x
1 ��E 89 1 .00
1W
- w 1 e • �i
'• I L g #4 �, 5.0 s
1 1 •' 89 N�� g9 �0 I
e O N
LL-
- N 1 i1 -� } + k + + }
L1 J + } + } } k } } } k } } } + } } } + -/2- } } + + } + VV
} + } } } } + } k } k k } + }
e } k } } } } + } } + + } + } + + } + k } 46
LL- I + } + } + } } k Al } } + } } k + k } } + } } + } \ W C5 #
J J k+ k} + k k }} k Al + + + k+ k} } + k+ k} k k k k k C� Q RIM = 893.5
- + } + } k }+ k + + Al } Al }k + } } k k + k + k } k } k + + k + k } Al + k } 'k- + k = INV = 880.
xOQ T�-t L- I I 0
-� + + + + + + } } + k } k } + } k } + + + } k } + k + } } } '� k } } } }_ ) } -�I k k �D DIVER _ .BOX
_ } + + A- } A. + } } 'r k } } '� + + } + '�" + } + + + .Y + Gg #65 1 I � 99.
'F k } + } } + + } } } + + } k + } + + k + k + + k } k + k + + k + + + } } } 90.0 m RIM = m 79.7
_ ('�� "F + + Al + + k } + } + } k } + } + k } } ' + } "� + RIM = 8 `D INV =
L� W + + } + } } } + } k k } k k k k k k k + + k 0
n } k k k } } } } + } + } } + k k } } + } + + + + } } } + } k k + INV = 887 _
• \ I I k + } }+ } }} A-
A- }} +
} RIM = 878.0 '
tt- `Y 1 LJ I NV IN = 873.0 5� F - o
� � - - - -- ! � 22' BRIDLE PATH 7�/ / , � ALKWA � I ENV OUT 859.0
# \� #47
CONCRETE WALKWAY 8' CONCRETE W
P LL-
" I / G #41
Q /
RIM = 94.5
-- ° INV = 83'
G5 #31
lL
C5#17 #31
g # 17
C6 # Ln RIM = 897.0 :BETE RIM = 897.0
• C5 #24 - IIVI CO
RIM _ 897.0 $ 897. I INV = 894.0 . P) 1- . E . I BARN NV = 894.0 z RI N G
Cg # 1 5 m O
897.0 I W ' INV = 892. � 1 0 co
�'Q INV 6
= COURTYARD 103.5'X 295' - 11 1 3� X 2301
INV = 889.5 w w RUBBER u- # 3 0 LL tL
� 6 3
LF of 1D Cg #25 o o (TYP) FFE 898.7 5 PAVERS LL
�N -g93.� , EFE\898.0 a�
� _ RIM = 897
�I
'�- - = 893.0 LL
62�Fof 33 LF of 1 5" HDPE 98 75 INV 1 I o - #'345,D-7.0 /
h� ° 1 ���,8 I - Cg #30 I RM ; °
C5 #26 I Cg #27 NV
X• x - " -X- G6 #248 p 80 �F� RIM = 897.0 897.0 RIM = 6137.0
RIM = 4 26 of 15" HDPE �
x RIM = 897.0 J °f 24„ �� INV = 888.4 NV = 888. I INV = 893. -ti DI h
INV 889 I PE 5 LF of 136 HDPE O - LUNGING Cg #40
u- I I I RIM = 89G.5
IL- O. x GRAZI�I� 109 X 57' INV = 883.8 /
°I Cg #29 �� / W N Gg #35 0 F I E (59(5-0 ±
RIM INV = 8860 . - Ii M
= 25 LF of 36" HDPE �
LF of 36" HDPE o{ 3 j
3
897, i
5b- . ��� �► 14,E / �► �► C, #35597.0
\ C 36 h\ RIM i g85
�� lo\ 3 N
� F
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896.5 X �x
branch A IIN _ 887 . I, x -- x x x x x x x x x
OF
I�c ao �F \� 2 , = 8 A. 48" RCPT �� 36" HDPE
7.0 - 22
847.0
32 Lff of 32 LF of 48" RCP s
N
J6 #486 48" RCP
50
PIM 555 847.2 NOTE
INV IN =
INV OUT 847. I GO" PIPE5
ALL 48" _
J5 #48A TO HAVE COLLARS
RIM = 6G4.0 IN5TALLE0
INV IN = 657'5
INV OUT 848.0
DETENTION
CONTF,OL
BOX
PIM = 895.0
INV = 879.7
02'
ROF05ED DERE3
�1 LAYING FIELD E
CROWN @ 897-
SIDELINES @ 89
JOB NUMBER:
13017
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13017
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PLAN AND SPECIFICATION
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ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: 1" = 50'
DATE: 09/04/14
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CHECKED BY: DWO
PROJECT MGR: DWO
5HEET:
5 Of 12 0

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0� 'I #410
� x NV T JB RIM = 902.58
I I R E RI T FIELD VERIFY
178 X 2G5 DEFKE55ED 4
� I 12 5' •••- I 90 .0 WITH PAVERS
�5 v� , 178 X I 0 IN
= 8. • • CAROUSEL
9g W 51-10W ARENA # I '
° Q SCHOOLING a
cB #
� = 90 I y
= RIM _ `••`
X FFE = 899.00 ••
I INV = 89 LF " N PE . , +• `• TICKET BOOTH - - - -
,�
ARENA � N •,� 50' X 24' +- [ `
�r � `n N
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FFE - 899.00 -`
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ARENA 0898 0 5WALE
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INV - 893.24 - • .
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a _
o VAN WIN C3 _ COVERED VIE III VIEW D RN =,,�96
lamer D planter U) = STAND = 9� �r NV - CB #39A
p -a = 901 .0
J - r RIM 0
� - h �- ARENA 0898 0 - NV_898
893.08
I RIM .� • •• f 5" hDPE
bWALE
WALL FOUNDATION
cn
U \ I Jx \
N J 170 -1 X 2G5' DEPRESSED 4'
1 w
i T
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� 1•
SCHOOLING
10' CONCRETE �� 0 1 FEE = 899.00
• , NEW 4 - ARENA
A
L h - 0I �N
FFE 899.00
I J
G COURTYARD I X
�G \A (TYP) ►ij I I
w�
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-7u INV = 892.22 a
\2 9g�5T6 a. --
- IEWIN COV IPA�V FERN '• o
plant planter laannter � STA = 9 3.00 planter CB #38
STAND p � - - - - -
�/ p _ _
CB � N o RIM = 901 .0 0
x / ARM 898.0 INV = g95;2
kQ
X
7
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iii
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PAVERS 0 INV ° 892'06 1 A
w v I 5WALE N
Q WALL FOUNDATION N c
QX
s
• ' • D3. •
■ lZ FATIO 9• •
■ 1Z PATIO •
- PA • ((597.0) -
5' 5W PEE L, 6� W P0-
250'X 3100'
MAIN ARENA
z W�
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I /0.5 I X 2 G 5' D E P KE 5 5 E D 4' •.�• =
691,00
E
NEW 3 o w 178'X 125'
0o
SHOW ARENA #3
's? �° SCHOOLING J I = 899,00
'DID ARENA 0 I FEE 2
IJ N -
FFE - 899.00 I =
CIO r TIC INEf� VIEWING (TYP) ,
ARENA 898.0
h
= h J
- -�- RIM = 20 R WALKWAY
INV = 891. 1 v = CO I GATE (TYP) 5WALE
----------- - - -- w -
-- - - - -- -- =W - -- -- -- CZ CO
.A r IEWIN �c COVERED VI MA f� lEWI BERM Q
0= AND = 90� z
' la�nter J
- planter STAND p 0 ST C ° P1 PE ESTRI N w
E RIM 898 RIM = 902 I ,�, I P8
INV = 891.04 I a INV = 892.0 .• '•'Qi ..� °e LKWAY c -(37 S
• P1A �I
\ 5WALE CB #37 /a� ae� v
WALL FOUNDATION RIM = 902 ° �� o QI
��
INV = 890'0 �� (n 5IIADE
Ur
W I CONVERT TO F 0 �I
D d JUNCTION .. x - - -
-�9� -75 �� 17-,*
_,I X 265' DEPI�E55ED BOX
FF� _ 178'X 1 2 5' I I ••• `�
__ - - -- - -- __ L�)° o SHOW AIDE N A #4 S C I�iI D OLING
/
X 5CHOOLI NG
P24 ARENA I FEE = 899.00 - 00 I G
• � N RENA � N uNK ONCE
FFE = 899.00 I 'T `�
m
NEW 2 CBf36A Q -
RIM = 909 2 I E 8 I . 0 0 ��
I E n INV = 88
I ARENA 089
890.2 • 1 v
_ INV • ' `
- 207 LF of 24" HDPE
Al } } + r + + } Al } +
Ln
' } ++ k Al } + + +} + + Al } Al + } -r } } } k + k + } + + k + } + k Jr k + } } +
1, ) ,gyp® } + k -1- k k A- {��.�'".��/A- k T L*, 1r I ,SFr- + �- + + + "�- +
O K-O --T- k + k } k } '�"+ } + } + k Jr A- kV -W v Q R'+ I R \+ I L fk5 +} + }k + Jr +k A. +} } }} -1- k-�- A- k ++ Al } "�\ - } A-
C)
= I rl..J k + } + } + k Jr + } + } + -k -f } + } } k + + A, -11 + + Al } } A- + Al + k } k Al
. l k+ } } + + k + }+ } + A- .� + + Al k k + } + } + k +} + } Al } + } ++ Al A. + + + + + } +k } } A-
I + + r 11 } k
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} k } k + A-
A-
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} +k } +k } Jr +} k +" k } }}� k }} } +} } + } + + k } } k } + A- A-
+ ++ k +} } 6, k+ + +k + Al A-
} + +k } ++ k
' + +} k } +k ++ k } +} k+} A- /rk - V +TR-v L }} +i,} k ++ + ++k k }+ +k + +k i, A. �A 9 +}
+ }A- k'�" ++ A- -V +k } } } +} } +k+ Ar A- }k +} + }L }+ k} } ++ }kkkk ++ } } +} }} } k+ A- }} +k }} A, A, + + }+ } +k+ }} A- -V -V +k }k�ia, Q r� + + }+ Ar + -
}} } } k +} + } A- } +} ' +} + Al }+ } ,F+ } k+ + ++ k } k+ "�" ++ k k+ + + +k "�' A- + kk + + }} + �,k '�" Al
k + }}
k }} } k + + ++ k }} + } + + + + + } } + Ar k + k } } k + + k } } + +
'22' BRIDLE PATH
I O' CONCRETE WALKWAY 8' CONCRETE
R
CONVERT EXISTING � � CB 036
CATCH BASIN TO 0� RIM = 897.0
JUNCTION BOX. RIM �� INV = 889.0
T CONCRETE v � TO BE 3' BELOW
O I FINISHED GROUND
WALK (TYP) . E . I . DARN � o � ; KING
COURTYARD 1 03.5' X 295' I 11 3��X 230'
(TYP) RUBBER I � I ��
EFE 898.75 PAVERS m o FEE \x98.0
o = I
C5 #36AA
o RIM = 897.0
J INV = 888.5
N
o N LUNGING
I O x GRAZING 109 A 5/
N I FEE 898.0 }
- p. � 1 � ,�� +�
Y,,
0
x
J5 -I
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� RIM � o �
x x x x x x x x INV 77'70 x x x x
oX
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J5-1 00 01 Q
RIM = 878.0 F 35
INV = 87 1 .5 `LF of 36,E hD
RIP�P
T 58 HOPE IN5TALL NE
0-Ttc N INV. LF 0 A8 JUNCTION gOX
CT10 INV IN 67 1.40
PR WIOTN @ OUT INV OUT 867.0
P12 OONGT 866.9 RIM TO BE FILED
30, ENO LOCATED
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- CROWN ELE I. 896.0
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= I
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PLAN AND SPECIFICATION
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SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
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SCALE: 1" = 50'
DATE: 09/04/14
DRAWN BY: JCW
CHECKED BY: DWO
PROJECT MGR: DWO
5H EET:
7 Of 12 0

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RAFFIC
2 pO 2
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r G\# 835.5 - I w 932 • \ 0
1 \M g32 3 \ 0 \
DETENTION CONTROLRIM =
Box 897.0
INV = 889.7 9 \0
G \ #3 935 5 A \ 0
6
K \N` 93 \ .5 I 5 � V O� i�#9 g2�3 \ 0
/ 1NV 5\N e \\\\\v g 2 3 G/
F-0 \ 0
\NV•923 V I I I \0 5 O
LOADING ZON
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\ \3
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#3 o v I I VOLLEYBALL I PADI \ #5 ti��� \ O1 �\W 9 \ A A do Np 3 --
J� 0 I C 5 \ • 2� TANDA 5e C I �Nv \ G \# \ 9 5 C�#Z5 N HC kAg H C
/ 0 �o "Q \ \z \M A5 10 -A L
C \ #7 y \ \1d� . 9\ \NV 9
9? .5 � 02
it z w I R� , 923'\ �' \ G \ #29 \3.5 C \ #2\ 5 4
�\o 1M 5 0Q_ 9 0 \M 9 A
DIVERTER BOX 2� � Oe \z \M 595 \NV N�' g06 6� INV ° 889.7 � �\N� 59 I OUTDO RGRILL
V \ POOL AREA
JB #2 G 5
/S „\
\
RIM = 896.0 a8 2 � - - - - - J 7�
INV = 889
.9
°
20' C \ # \2 G�190 �5
�� 36 `y G\ #32 5 ,E BALL _ _ DECK 5 r \ IV �� \ \ v g0
ADDITIONAL 895 6 `c ok s� ` f oAF CF R� 959 .5 C �L Z� ] 1�NM 9\ A 3 G \#
RIM - v v � \ \
INV. 887.8 INV = 890.222 ��� `�� /S
of 36 NDP C �Z 1� GLUBtiOUSE \ \M 91 5\
E 9 \A• \3.5 of O
INV. 889.28 SHUFFLEBOARD =e = 9I s.o \N� /Q / \M c \ 0.3 /S hDP v \
y0 fir,
G \ #3 910 0 C \ #3 9\ 3 5 909 .
JDITIONAL CB # °f \ 5 5 h / G \ #23 5�\ O
RIM = 895.8 N o 36 CZ\N 902 `' RN 902.9 \M
INV = 891-125 9 \ k g �G.3
yOoF \NV . o CL \M g \ O . \ NV g tL F CART
` / \VN ' G \# \ 9 O GOLF CART PARKING-
ADDITIONAL CB # ADDI110NAL CB #3 _S4)-of I I �F (�A � \M 909.5 I_� \
� 441� IV
2 N 2 ; RIM = 895.5 90G.\
RIM = 91.468 INV = 14' GOLF CAS \W-
INV = 891.468 892.1 „hDP I r1 \ G
42 LF of 15" � E -
HDPE 248HF of _ NQe� J LOADING ZONE
_� �pF 3G / P
ADDITIONAL RIM = CI #4 ,„ D � 0k V �CF 148 Lf of 24" HDPE SERVICE COURT
RIM = 896.5 a 'J N a _ �5 N ADDITIONAL
8` of 36 I I I I 2Of
INV = 893.5 ';n � 2 31 LF of �F o{ RIM T10NAL CB 7 hDP \ 5
° � W 76 897.8 # 86 Lf of 36" HDPE 8G LF of 36" HDPE /'F G \# 5 I -
.,MA x F o 24" HDPE � INV = 894.8 F-0 9 p5.5
I
ADDITIONAL CB #5A = \NV• 9
RIM = 895.5
y �� G\ #29
INV = 891.8 L iL -R M ITIONAL B #4 R` °t (z\M 9 p3.A C\ #25 G\ #3 0 G\ # \-7 A.5
�3 04 ] INV = 891.9 ;g, AL Cav# p02 \NM 903 9 N \ 90A •A M C \# \ 2 �N 9gp5 T1 I I I
:�
■ _ y�A App►TION 5 v I \z\ g0A g �p00
Lai : to cu F M ° g93,5 I App1�ONAL 51 #1p01 1 iNV I I App��Ogpp,St # iT
o I W N - 899. RIM 8g7.5
_ ■ . ■ . ■ o_ - � ; RI V : g95.5 ENV
pFTICE = rADDITIONAL CB #4B 164 LF of p I IN
o I ® t rg= " (CV B RIM = 89 .9 18 HDpE He He He He He He HC HC -
INV =
LL ° WHOSE 0 18 LF Of- HDPE'
i n
J o _- `L.A:' 220 LF of 15" HDPE - RW \
5 00 �° J
W W RW P
I RW ADDI110NAL CB #8 �W Q----ta •
ADDITIONAL CB #5 'n RW RIM = 897.5 \ • ,
GAS AS GA GAS MILLING 5 U I�FAC E 3 G S GAS GAS
RIM = 895.5 �° 6? • INV = 894.5 -� MILLING 5 U f�FAC E
INV = 892 5 < ADD1110NAL CB #4q CART DAf�KI N G
Q 00 RIM = 896.5 GAS GAS GAS GAS GAS GAS GAS GAS GAS G Q Af�K1 N G GOLF C
O L INV = 893.5 GOLF CAIN P _ -- Gam• ----� � -�-�� 14' GOLF CA
LL_ NEW 6
-P G RW -. RW RW �777
RW RW 1 4' GOLF CART PATH
14'CAPLf CA PATH N C BETE WALKWAY '- ----
Ti
0
\\VG `• I 5WALE I 92'x 40'
/ w� �•• 92'x40'
�\NG
G5 I • • Q X
G 1 781 X 2651 DEDRE55ED 4 •` �`�
�5 �� • 178' X 1 2 51 I •` • CAROUSEL
SCHOOLING I SNOW ARENA # I _ ••.•'
cc
�r - - - --■ �_� FFE = 899.00 N - - --
A TICKET BOOTH
`` ADEN I �I ••,�� 50'X 24' •. -1:k ��.• /
'0 x
899.00
NEW 5 �
- - W RW - RW RW ro / I I +
W RW RW RV� R �.
5WALE • ; 'x
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
RW RW �'' o IEWIN COVERED VIEMN VIEW G BERT\ -
19 AND = 905.0o
planter TAN D p anter - ST - - - - _
Ln
Lim
i3\A/ALE l�
z WALL FOUNDATION �• - I wou " E p
Dz C0
Coe
2 5' DEDI�E55ED 4' '
LL_ -- 1761 125' 178�X 6 3
7 151­10W A f�E N A# 2 � ••�` 30' PATIO (903.0)
o° S C H O O L I N G 1 2' PATIO (90 1 .0)
I O' CONCRETE NEW 4 bx _ �� ARENA I FFE = 899.00 1 2' PATIO (899.0)
X 1 2' PATIO (897.0) / I Q Q
= FFE = 899.00
COURTYARD- I I It O
vo
G\�G (TYP) I L) U C� IV
JOB NUMBER:
13017
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PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: 1 " = 50'
DATE: 09/04/14
DRAWN BY: JCW
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
6 Of 12 0

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v — — — — — — — — — I
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FFE = 940.0
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