SW6180602_Sheet13_20180706

13
SCHEDULES AND SECTIONS
NOTES:
SCALE: NOT TO SCALE
TYPICAL ACCESS DRIVE SECTION
PIPE SCHEDULE
PIPE NO.FROM TO
PATH
SIZE MATERIALSLOPELENGTHINV. IN INV. OUT
15"72 0.50%INLET 113.15 112.79
1. ALL CUT & FILL SLOPES SHALL BE GRADED
TO A 4:1 HORIZONTAL TO VERTICAL SLOPE
OR FLATTER UNLESS OTHERWISE NOTED ON
THE GRADING PLAN.
2. ALL SLOPES SHALL BE COMPOSTED &
SEEDED UNLESS OTHERWISE NOTED ON
THE GRADING PLAN.
*
OUTLET RCP
CLASS IV
NOTES:1. LENGTH FOR ALL PIPES "INLET" AND "OUTLET" INCLUDES LENGTH OF FLARED END SECTION.
2. INVERTS ARE TAKEN AT ENDS OF FLARED END SECTIONS.
3. P-2 AND P-3 ARE BURIED 1' BELOW INVERT OF STONE DITCH FLOW LINE. FIRST OR LAST 5 LF OF
RIPRAP PAD AT BOTH PIPE INLET AND OUTLET TRANSITIONS ELEVATION FROM PIPE INVERT TO
STONE DITCH INVERT. SEE GRADING PLAN.
DITCH SCHEDULE
CHANNEL
NO.
DRAINAGE
AREA (AC.)
INTENSITY
(IN/HR)
RUNOFF
COEFF.
CHANNEL
SLOPE (%)
LENGTH
(FT)
BEGIN
ELEV.
END
ELEV.
"N"
VALUE
VELOCITY
(FT/SEC)
SIDE
SLOPE
PERMANENT / TEMPORARY
LINING REQUIRED
Q 10
CFS
DEPTH
(FT)
BOTTOM
WIDTH (FT)P-1
D#2 4:1 113.103.48 0.38 10.47 475 114.05 0.033 1.461.004
D#3 4:1 113.565.83 0.34 15.69 545 114.65 0.033 1.621.204
D#1 4:1 PERMANENT 6' TOTAL WIDTH STONE DITCH114.251.40 0.34 3.78 200 114.65 0.033 1.101.0040.20%
SHOULDERROADBED
C ACCESS ROAD
COMPACTED SOIL
ROADBEDSHOULDER
2'-0"10'-0"
12'-0"
24'-0"
L
2'-0"2 1/2"10'-0"3"12" ABC STONE (TYP)C STONE DITCH
SEEDED SLOPES
(TYPICAL)
L
1
4
SLOPE VARIES, 2% SIDE SLOPE
WHERE ROAD CROWN,
SEE GRADING PLAN
12" COMPACTED ABC STONE
1
4
VARIES, SEE
GRADING PLAN
NOTE: DITCH, ONLY WHERE
SHOWN ON THE GRADING PLAN,
OTHERWISE CONTINUE
POSITIVE SLOPE
1
4:1 MAX
CONTINUE PROPOSED
GRADES, SEE
GRADING PLAN
SECTION A-A
YARD TRANSITION - GRAVEL YARD TO GRASS
1" = 20' HORIZ.
1" = 2' VERT.
0.50%
FENCE GRAVEL YARD
GRASS
COMPACTED
SUBGRADE
GRASS
3" COMPACTED ABC STONE
(SUBGRADE)
3" COMPACTED ABC
STONE
3" #57 STONE
EAST/WEST BASELINE
CROWN
FINISHED GRADE (FG) EL=118.00'
SUBGRADE (SG) EL=117.50'
2.00%
6' OUTSIDE FENCE
FINISHED GRADE (FG)
ELEVATION
INLET OUTLET 7.91
7.91
7.91
24"55 0.36%113.25 113.05 RCP
CLASS IV
SUBGRADE (SG)
*P-2
APP.CK.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO 1:1
MM JSS
NO.DATE REVISION
AS NOTED
RDC-73163 SHT OF 17
HARNETT COUNTY, NORTH CAROLINA
LINDEN 230kV SUBSTATION
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451074
05-25-2018
CALL 1-800-632-4949
IT'S THE LAW !
BEFORE YOU DIG !
RSJ100% SUBMITTAL FOR PERMITTING
NOT FOR CONSTRUCTION
0.20%
0.20%
20'
X
X
X
142'
X
0.50%
FENCEGRAVEL YARD
2.00%
6' OUTSIDE FENCE
20'
X
X
X
142'
X
±3.15%
±5.
0
0
%
20'X
X
X
175'
X
X
X
20'
46'
SECTION B-B
YARD TRANSITION - GRAVEL YARD TO GRASS
1" = 20' HORIZ.
1" = 2' VERT.
X X
NORTH/SOUTH BASELINE
FINISHED GRADE (FG) EL= VARIES
SUBGRADE (SG) EL= -0.50'
SEE GRADING PLAN
FENCE
±0.84%
6' OUTSIDE FENCE
GRAVEL YARD
0.00%
GRAVEL YARD
0.00%
COMPACTED
SUBGRADE3" COMPACTED ABC STONE
(SUBGRADE)
3" COMPACTED ABC
STONE3" #57 STONE
FINISHED GRADE (FG)
ELEVATION
SUBGRADE (SG)
FENCE
2.00%
6' OUTSIDE FENCE
STONE DITCH
2.00%
6" COMPACTED ABC STONE
(PERIMETER DRIVE)
30"
GRASS
±2.70
%
112.72
GRASS
RCP
CLASS IV
GRASS
SLOPE VARIES
±0.00%
6" COMPACTED ABC
STONE (SHOULDER)
6" COMPACTED ABC
STONE (SHOULDER)
6" COMPACTED ABC
STONE (SHOULDER)
6" COMPACTED ABC
STONE (SHOULDER)
INLET OUTLET 46
VARIES, ±16.66%
4:1 MAX
0.26%112.60*P-3
±4.4
0
%
VA
R
I
E
S
,
VARIE
S
,
SLOPE VARIES
±5.25
%
PERMANENT 6' TOTAL WIDTH STONE DITCH
PERMANENT 6' TOTAL WIDTH STONE DITCH
1
RSJJSS17-5-18 CHANGED BOTTOM WIDTH FROM 6' TO 4', KEPT TOTAL 6' WIDTH JSS