SW1210902_Plansheet - SCM Detail_20210930

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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
89 LF
SOILS TYPE
BaB, BRADSON GRAVELLY LOAM, 2-7% SLOPES
Cu, COMUS (COLVARD) FINE SANDY LOAM
EnB, ELSINBORO LOAM, 0-3% SLOPES
Ro, ROSMAN LOAM
BUILT UPON AREA
5.24 AC, 228,111 SF (20.90%)
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
7.17 ACRES
WATERSHED
FRENCH BROAD
USACE / NCDEQ
YES
PERMITS REQUIRED
PROPOSED GRADE. 2:1 MAX. SLOPE.
SEED AS SPECIFIED AND STABILIZE
W/ SC150 STAPLE PATTERN D OR
APPROVED EQUIVALENT.
EXISTING GRADE 4� 1 i� I I 1
NOTES:
'�11811E
STORM SEWER STRUCTURE
TABLE
STIR. #
RIM
INVERTS
DESCRIPTION
3' SQ. PRECAST CONC.
BOX, NCDOT STD. 840.46
DI-1
2059.54
NW 15" 2056.25
W/ NCDOT STD. 840.16
CAST IRON DROP INLET
FRAME AND GRATE.
3' SQ. PRECAST CONC.
SE 15" 2059.15
BOX, NCDOT STD. 840.46
DI-2
2063.68
NE 18" 2050.17
W/ NCDOT STD. 840.16
CAST IRON DROP INLET
FRAME AND GRATE.
3' SQ. PRECAST CONC.
BOX, NCDOT STD. 840.46
DI-3
2064.07
NW 15" 2060.50
W/ NCDOT STD. 840.16
CAST IRON DROP INLET
FRAME AND GRATE.
6' DIA. PRECAST CONC.
SE 15" 2055.78
MANHOLE, NCDOT STD.
JUNCTION-1
2058.38
SW 48" 2050.68
840.52 W/ CAST IRON
NE 48" 2050.64
RING AND LID, NCDOT
STD. 840.54
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
Know what's below.
Call before you dig.
SCALE: NOT TO SCALE
40 20 0 40 80
SCALE IN FEET
NOTES:
1. BOTTOMS AND SIDES OF DITCH TO BE SOD; SEE
LANDSCAPING PLAN ON SHEET C6.0
DITCH CROSS SECTION DETAIL
0
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SCALE: NOT TO SCALE
2070
2065
2055
2050
2045
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2075
2065
2060
2055
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PROPOSED SURFACE
50 LF OF 18"
HDPE N-12
STM ® 1.00%
EXISTING
SURFACE
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will Fit,
2065
2060
2055
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STORM
PROFILE
- DRIVEWAY
1+00
CULVERT 1
VERT. SCALE:
1 "=8' HORZ. SCALE: 1 "=20'
2065
2060
1014141
2050
2045
2040
N
LO
0
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2065
2060
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2040
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STORM PROFILE - STREAMZDRIVEWAY CULVERT 2
VERT. SCALE: 1 "=8' HORZ. SCALE: 1 "=20'
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PROPOSED SURFACE
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EXISTING SURFACE
`............. . .
O___. ___. ___.
39 LF OF 18"
HDPE N-12
STM ® 3.03%
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2065
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2055
2050
2045
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BACK OF TRUCK COURT STORM SEWER SYSTEM
VERT. SCALE: 1 "=8' HORZ. SCALE: 1 "=20'
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