SW1210902_Plansheet C2.0 - Grading/Drainage Plan_20211124

Pi
0
0
w
O
J
m
z
OI
Q
�z
Or
w
z CD
z_
Ory
mCD
w0
0
w
Q
0'
O
cn
0
z
Q
1
ry
F-
PROJECT DATA BLOCK
OWNER/SELLER
CAROLINAS LLC.
DUKE ENERGY
550 SOUTH TRYON STREET
CHARLOTTE, NC 28202
DEVELOPER/BUYER
MINKLES BROADPOINTE II LLC.
DAVID GIBBONS
7 CHERRYWOOD ROAD
LOCUST VALLEY, NY 11560
PERMIT NUMBER
NOT YET ASSIGNED
PROJECT LOCATION
MILLS RIVER, NORTH CAROLINA
COUNTY
HENDERSON COUNTY
PID
9642-18-7974
SITE COORDINATES
LAT:35.425583 LONG:-82.554972
PROPERTY SIZE
9642-18-7974 MINUS DUKE AREA
TOTAL: 25.07 ACRES
STREAM DISTURBANCES
88.4 LF
SOILS TYPE
BoB, BRADSON GRAVELLY LOAM, 2-7% SLOPES
Cu, COMUS (COLVARD) FINE SANDY LOAM
EnB, ELSINBORO LOAM, 0-3% SLOPES
Ro, ROSMAN LOAM
BUILT UPON AREA
5.13 AC, 223,399 SF (19.96%)
BUILDING SETBACKS
60' FRONT (OFF OTHER STREETS)
15' SIDE
20' BACK
BUILDING DIMENSIONS
260'x460' = 119,600 SF
LIGHTING REQUIREMENTS
TO BE PROVIDED BY DUKE ENERGY
TOWNSHIP
MILLS RIVER
EXISTING ZONING
MR-LI
DISTURBED AREA
7.09 ACRES
WATERSHED
FRENCH BROAD
USACE / NCDEQ
YES
PERMITS REQUIRED
LLJ
Q
to / 2
4' MIN
NOTES:
1. BOTTOMS AND SIDES OF DITCH TO BE SOD; SEE
LANDSCAPING PLAN ON SHEET C6.0
DITCH CROSS SECTION DETAIL
SCALE: NOT TO SCALE
W
w
w
w
w
W
3 �
w 205E
MA
P
f\N
w
w
SEE ENLARGED PLAN
VIEW ON SHEET C4.0 - w
W
w
NOTES:
1. INSTALL MATTING AND SEED FILL SLOPE EVERY 8 VERTICAL FEET, AS SLOPE IS
CONSTRUCTED,
2. INSTALL FILL MATERIAL IN 8" LIFTS MAXIMUM AND COMPACT TO 95% MDD OR AS
RECOMMENDED BY THE OWNER'S GEO-TECHNICAL ENGINEERING CONSULTANT.
3. CONSTRUCTED FILL SLOPE SHOULD BE "BENCHED -IN" STEEPER THAN THE DESIGN
GRADE THEN CUT BACK TO THE DESIGNED SLOPE OR RECOMMENDED BY THE
OWNER'S GEO-TECHNICAL ENGINEERING CONSULTANT.
BENCHED FILL SLOPE
N0. 1405Y
�n y, m
Know what's below.
Call before you dig.
SCALE: NOT TO SCALE
30 15 0 30 60
SCALE IN FEET
LIMIT OF 88.4 LF}� II
EXISTING STREAM w
CROSSING IMPACT
w
w
w
F
�w
STATE OF NORTH CAROLINA
PIN: 9632997712
DB 374 PG 28
w
W
w
LJ
W
w
w
S47'25'57"W 36.67'4
w
w
S4T12'56"W 30.09'�
W
w
SS MH #49-481461--+
LLJ
RIM=2069.00'
INV=2065.20'
J
PROPOSED GRADE. 2:1 MAX SLOPE,
(TYP). SEED AS SPECIFIED AND
STABILIZE W/ SC150 STAPLE PATTERN
C OR APPROVED EQUIVALENT. SEE
Lv°Z DUKE ENERGY DETAIL ON THIS SHEET
/ NAS, LLC.
PIN: IN: 942
DB 328281 PGG 48 488
PB 2018 SLIDE 11535
LIMIT OF 88.4 LF OZ
EXISTING STREAM 0�0Z
CROSSING IMPACT /FW
N I I
I I
0 0
0
ill
U o°i
I
con
LU64.00
� ggOZ
S90Z
2066.29 T
2065.79 P
L90Z -
29 T
79 P
. nZ >AAF An T
Fw
ti
/ �.pgOZ-
,Fw g9oZ
�w 2
2 065
60 Zp6p
-2070j))
\� 2065.91 P / 2064 07
- ssoz
�--------------
osoz -
o :990Z
2065.32 T
2064.82 P
J
T
SEE ENLARGED PLAN
VIEW ON SHEET C2.2
�I
2065.10 `02065.10 P -""` 2065.10 P 2065.10 P
5.10 P 2065.10 P
2065.5 T 2065.75 T 2065.66 T 2065.99 T 2065.99 T 2065.66 T 2065.74 T
2065.0 P 2065.25 P 2065.16 P 2065.49 P 2065.49 P 2065.16 P 2065.24 P
I Z 2066.65
2066.15
r L90Z
N N t0 O O
pOj 990Z N N N Lnn O
V
co
690Z
2069.96 TE 2066.00 P 2066.00 P 2066.00 P 2066.00 P 2070. 0 069.96
2070.00 2070.00
- FFE FFE F E 2069.90
2069
1
N
® O
T T 2069
O N N
c o
0 rn
o cn
0
N
\ 207C
C
to
I M 0 2069.E
rn
N
DITCH-2 SEE
TABLE AND DETAIL
ON THIS SHEET
I c�
� IR
•2070 -
6
ss F20 FE 0.0�1
2069�1
DITCH-1A SEE DETAIL
ON THIS SHEET, AND
is TABLE ON SHEET C4.0
2068
2067 -
T
2069.75
2069.25
2070
T
\ OLOZ
DLO
69OZ
T UT T UT UT -
UT UT ----UT
I PK I SS MH #49-481 0 UT� 2069.80
Q�� \ RIM=2068.14' UT�UT- UT MATCH UT UT
I UT UT ��
INV=2060.50' UT�-UT
lb
- - - - - - - - - - - - - - - - - - - - - G I
=
UT U UT UT�UT UT BUT UT�UT UT U
UT UT�UT-
O I �
2069
DITCH-16 SEE DETAIL
ON THIS SHEET, AND
TABLE ON SHEET C4.0
I
ZU00 - �
2066
T
T
2070
N
0
O
DITCH-1C SEE DETAIL
ON THIS SHEET, AND
TABLE ON SHEET C4.0
ILOZ
L'j "J L UT UT UT
UT M -IJL UT UT UT UT U� UT UT U UT UT
BROADPOINTE DRIVE; NCSR 1690
60' R/W AND VARIABLE WIDTH R/W D
- ---�---------- --
G G G G G G G G
U 8 nn/a M/8 �Va a
EXISTING 10" WATER MAIN
O
Q
Q
m
N
N
00
N
N
0)ro
N
N
00
I
co
1
co
z
z
Li
Li
�
�
z
O
O
o
U
U
�
w
w
U
w
w
w
0:�
[�f
o
UU
J
J
0
0
O
O
0
0
U
U
z
z
N
N
\
\
w
0
0
Q
\
\
o
0
0
N
L j
M
0
O LL
N
3
o Z. E.
N �
N zco
J
� w
0 3
N N d
u7 Q co
W
0
LO
rl-
00
H
Z
>
w
w�
�
a�
U)
W
W�Q
W
Z
O
W
aZ�_q
Q
0
O
Q
�
o
M�
W
co
II
REVIEW 10/08/21 RDH W
REVIEW 11/15/21 RDH z
O
n
0
Q
O
m
JOB NO.
MNK2001 .01 A
SHEET j
C2.0 0
O