HomeMy WebLinkAboutSW6231106_Plansheet - Grading/Drainage Plan_20240228 ....................................................................................... .................................................................................... ............. ............................... ....................... ...................................................................................................................................................................................................
��
BEFORE YOU DIG, AREA 1 00 co
CALL 0 (y)
;0
(SR 17 201(p x
OF USLIC R/\NAJO
A
0 Ifl -- I- 1 1-1 0 Lc)
0 PG 26 M
0 PS 200
mcr�nv&,= 0
ca-M N
> Lr)
WAW� CN
v
NORTH CAROLINA r NO TE. z
0
ONE CALL CENTER
www.ncocc.org MAX GRADING WITHIN ROW IS 2. 0%
BU
2n' LANDSCAVL- rQ
------ X1.
a. Xta I_i0
is
W A 0, W 0
2
————————--————— jvM
II
LL,
LLJ
v
a, C5
>
LLI
14� ---------7,./'/ U)
I SM. . I I — y
au- 0
x OPEN
A tooASPS. I/ <1 \ ------SPAtE
PA, x c�
L———————-------- J0 N V V\ /I
F
LLI
Lu LLI
r
aZ A,
Lu V)
CN
z 0 LQ
f 00
_�\ \ /
C) r-
all
A N2 1A. V)
100q--
A Ld
L
V) -i—————————————— z
-k <
Ld >
1\\&11k
---wEfi: Nb\ Lu 3 V)
QesT 00 z
112
N fALL DRAINRIGHT—OF—
GE EASEMENTS OUTMDE
DGE OF WATI TIE PUBLIC RIGHT—OF—WAY AND
ALL SOM'S MALL BE THE MAINTENANCE BLN=C-1874
27s,rs r OF THE HOA
A 170,
<
/ AVI J0 A -A; 1
P
46
PAAS
\ 6 \ /' / 4 / / I J \ AP,aeon vAP ro�Ja O
"A
x
\\\ i xaw� ;4 /xE o sA "\ ���III"' �, / q ° a,A° /\ xaeo srl ,// / \ Q Aa/ Y � x si _ ♦\\ � \ O
\\ \ P
N\\&
EDGE OF WATER
7aWW� • AREA 2
a
P"1A06.100
N\\
It A.
\ 0 / aaw sr. m-te xs ¢ K \ , T, / S�¢. JP4�v' say ;,� , , %tom \ o� ,i �, }8.\\.. I O, I\ //�` / Q
POND LOT
'AN 161,698 SF
3.71 AC
q
4 x-�r ` O
< A&x1.
r. \
N—1 \ -) /A'
a
X
awn
II (o-, q'R
,C� / � Eer S / � xmo u I ate* 9� / I 1 \ /j� ,/ � \ \/ \ O
a 7
o�-
Amu&r., elz AM.q-
2 wt, ��\AaF.
Am A-
2M
tosF M a ALL DRAINAGE EASEMENTS OUTSIDE \ y
THE PUBLIC RIGHT—OF—WAY AND
ALL 90keS MALL BE THE MAINTENANCE
RESPONSIBILITY OF THE HOA.
R NP RAP OUTLET PROIEC770M
6'
10/ START WDTH
xa END WDTH- 17' \ O
\ O
LENGTH— 14'
DEPTH— is'
PA CY I
1411s
A PIL
;el,
v 10
at AN
,2 j
A& im
IF.
FA. Im
1w U2 A.
MN
V;I'J Z*
wzv .0
I OF RESMAEV
teafi x 0 r DIP 6*GA 7E VAL W
M700 V100, 4/1 7hWUST COUAR
PLUWM AAV TAPPED W1
2'&OWfF
an
NOW 0
CARO""PRO. PUMP ,,
STATION
;�bk (SEE D-08) VESS/0'1-
SEAL
013A. 19843
PRO GIN
(-lafA E L
top 111...ilia
10/16/23
OVERALL
GRADING PLAN
————————————————————————————————
-7 ————————-I REVISIONS
2/28/20 EC&PWS Comments
4/16/20 RFC - Kolter Rev.
3/7/23 30% Plot Set
",-SPACE 7/6/23 Permiting Set
9/11/23 Resubmittal
11/1/23 HRW Resubmittal
1/24/24 HRW Resubmittal
FILE NO. 2022-063
.4 t HORZ. SCALE: 1"=100'
VERT. SCALE: N
SCALE: 1 100'
OUN Y.SEE D-07
ETAILS ON CHECK VALVE
N VAULT AND ADDIEOT�: 0 100 200 250 360 1 CE-22
MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21