20161069 Ver 2_C201 6-19-17_20190108

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Storm Structure Schedule
Structure #
Type
Top Invert Northing, Easting
®
Existing Catch Basin
1. The contractor is specifically cautioned that the location and/or elevation of existing utilities
OS1
Outlet Structure
819.0 816.0 N 799129.21, E 1525186.57
HW1
Outlet Headwall
- 809.0 N 799093.02, E 1525230.12
HW2
Outlet Headwall
- 817.0 N 799091.16, E 1525109.92
HW3
Outlet Headwall
- 817.0 N 799058.58, E 1525130.02
HW4
Outlet Headwall
- 839.6 N 799468.52, E 1524699.52
JB1
Junction Box
847.0 841.2 N 799020.36, E 1524932.13
C11
Curb Inlet
841.5 839.0 N 799020.36, E 1524932.13
C12
Curb Inlet
834.2 831.7 N 799095.13, E 1525047.45
C13
Curb Inlet
826.3 823.8 N 798985.45, E 1525113.37
Storm Piping Schedule
Pipe
Size/Mat.
Length
US Inv.
DS Inv.
Slope
18" HPDE
12" HPDE
15" HDPE
12" HDPE
55.0'
137.4'
62.6'
75.0'
816.0
839.0
831.7
823.6
809.0
831.7
817.0
817.0
12.7%
5.3%
23.5%
8.8%
OSI to HW1
C11 to C12
C12 to HW2
C13 to HW3
Roof Piping Schedule
Pipe
Size/Mat.
Length
US Inv.
DS Inv.
Slope
Clinton, Tennessee 37716
L
A
8" PVC
30.0'
846.0
845.6
1.3%
B
10" PVC
30.0'
845.6
845.2
1.3%
C
10" PVC
30.0'
845.2
844.8
1.3%
D
12" HDPE
30.0'
844.8
844.4
1.3%
E
12" HDPE
30.0'
844.4
844.0
1.3%
F
15" HDPE
30.0'
844.0
843.6
1.3%
G
15" HDPE
30.0'
843.6
843.2
1.3%
H
15" HDPE
30.0'
843.2
842.8
1.3%
1
15" HDPE
30.0'
842.8
842.4
1.3%
J
18" HDPE
30.0'
842.4
842.0
1.3%
K
18" HDPE
30.0'
842.0
841.6
1.3%
L
18" HDPE
30.0'
841.6
841.2
1.3%
M
18" HDPE
130.0'
841.2
839.6
1.3%
N
8" PVC
30.0'
846.0
844.8
4.0%
O
10" PVC
30.0'
844.8
843.6
4.0%
P
10" PVC
30.0'
843.6
842.4
4.0%
Q
12" HDPE
80.5'
842.4
831.7
13.3%
R
8" PVC
30.0'
846.0
845.6
1.3%
S
10" PVC
30.0'
845.6
845.2
1.3%
T
10" PVC
30.0'
845.2
844.8
1.3%
U
12" HDPE
30.0'
844.8
844.4
1.3%
V
12" HDPE
1 15.0'
1 844.4
1 843.9
1 3.3%
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General Notes
Existing Curb Line
901
900
Existing Contours
®
Existing Catch Basin
1. The contractor is specifically cautioned that the location and/or elevation of existing utilities
as shown on these plans is based on records and where possible measurements taken in
OH
Existing Overhead Power Lines
C
Existing Power Pole
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the field. This information is not to be relied upon as being exact or complete. The
New Curb and Gutter
CIO
contractor must call North Carolina 811 and any utility that does not subscribe to North
New Storm Sewer
®
New Catch Basin
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
New Junction Box
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed improvements shown on the plans.
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2. Owner: The Hollingsworth Companies
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Two Centre Plaza
Clinton, Tennessee 37716
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Ph. 865-457-3601
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3. Topographic Survey by: Land Development Solutions
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310 Simmons Rd, Ste K
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Knoxville, TN 37922
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Ph. 865-671-2281
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4.
4. Lot = 14.5 acres
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5. Property is located in the City of Mocksville and is Zoned GI.
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6. Utilities: Water: Mocksville Public Works Sanitary: Mocksville Public Works
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Phone: [phone] Phone: [phone]
Electric: Energy United
Phone: [phone]
7. Setbacks:
Front: 40 Feet
Rear: 50 Feet
Side: 20 Feet
Gas: Piedmont Natural Gas
Phone: [phone]
I Grading Notes I
1. Existing contours shown are the finished grades from the Rough Grading plans(Sheets
C300 to C308 dated 5-19-17). The grades shown are finished grades. Contractor shall
determine subgrade elevations by examining typical pavement sections, the building
drawings and the landscape drawings.
2. All disturbed areas not scheduled to be paved shall have a minimum of 3 inches of topsoil
placed on them and shall be seeded as specified.
3. All grading construction practices shall conform to all NCDENR standards.
4. Maximum topsoil thickness for slopes steeper than 3:1 shall be 3".
5. Lot = 14.5 acres
6. Temporary seeding is required when grading operations are temporarily halted for over 14
days, and on soil stockpiles. Permanent seeding is required when grading operations are
completed and/or construction operations will not impact the disturbed area. Seed areas
that show signs of excessive erosion.
7. Contractor shall provide an As -built Survey of the building location, finished grades,
pavement limits, storm drainage, and utilities conducted by a licensed land surveyor.
Drainage Notes
1. All storm lines on this sheet shall be HDPE 'S' corrugated pipe with smooth interior, unless
otherwise noted.
2. All storm lines in paved areas shall be backfilled to pavement subgrade with #57 stone.
3. All trenching and shoring shall comply with OSHA standards.
4. Storm lines and structures shall be constructed as soon as possible. Inlet Protection shall
be used around structures as needed to minimize the silt entering into drainage system.
Inlet Protection shall be removed after permanent vegetation or other ground cover is
established or constructed. All silt shall be removed from structures and lines.
5. Pipe lengths and slope are measured from center of structure to center of structure.
Earthwork Quantities
These Quantities are based on the original contour information compared to the Erosion
Control final grades shown on Sheet C303 for buildings ND -156-17, ND -157-17 and
ND-158-17(Building 1,2 and 3).
General Earth Cut: 164,400 c.y. (Bank Quantity)
General Earth Fill: 145,000 c.y. (Compacted Quantity)
Assuming shrinkage of 15%,
the total material required for
the compacted fill quantity
of 145,000 c.y. = 166,750 c.y. (Fill)
Legend
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900 901 New Contours
Checked EJB
80.55 + New Spot Elevation
Approved EJB
TC=92.35 New Top & Bottom Of Curb Elevations
BC=91.85
Job No. 217045
APPROVED BY PURCHASER / TENANT
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APPROVED BY DEVELOPER / SELLER
1 "=40' I 6-19-17
Scale Date
DATE
DATE C201
Sheet No.
Existing Curb Line
901
900
Existing Contours
®
Existing Catch Basin
Existing Storm Line
OH
Existing Overhead Power Lines
Existing Power Pole
New Building Edge
New Curb and Gutter
New Curb
New Storm Sewer
®
New Catch Basin
sT
New Junction Box
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030176
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Drawn By I CDB ,
900 901 New Contours
Checked EJB
80.55 + New Spot Elevation
Approved EJB
TC=92.35 New Top & Bottom Of Curb Elevations
BC=91.85
Job No. 217045
APPROVED BY PURCHASER / TENANT
� L
APPROVED BY DEVELOPER / SELLER
1 "=40' I 6-19-17
Scale Date
DATE
DATE C201
Sheet No.