SW6121107_APPROVED PLANS_20130118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW� `6D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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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
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina 811 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed improvements shown on the plans.
2. Owner The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph. 865-457-3601
3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
Lumberton, NC 28359
Ph. 910-738-6875
4. Lot = 17.69 acres
5. Property is located in Robeson County and is Zoned Heavy Industrial.
6. Utilities: Water. City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear. 30 Feet
Side: 15 Feet
8. Total Parking:
Accessible spaces 2 = spaces
10'x20' spaces 39 = spaces
Total 41 = spaces
I Layout Notes I
1. All dimensions to curb reference face of curb.
2. See Architectural drawings for building dimensions. All dimension shown to
building on this sheet are approximate.
3. See Utility Plan for new and existing utility line locations.
4. See Grading Plan and Drainage Plan for new and existing,storm system locations.
Legend
Property Une
Existing Curb Line
Oa Existing Light Pole
77_ 770= a New Building Edge
New Sidewalk
New Curb
New Concrete
Site Notes
New Heavy Duty Asphalt Paving
Future Building and Parking Expansion
\OI
1. Landscaped Area - Seed and Mulch
2. Medium Duty Asphalt Paving (See Detail 2/C501)
6" mineral aggregate base course
1 1/2" bituminous concrete binder course
1 1/2" bituminous concrete surface course
3. 6" machine formed concrete curb. See Detail 5/C501.
4. Heavy Duty Asphalt Paving (See Detail 3/C501)
8" mineral aggregate base course
21/2" bituminous concrete binder course
1 1/2" bituminous concrete surface course
5. 8" concrete paving with 6 x 6 w2.9 x w2.9 welded wire mesh on 6" crusher run stone base.
Provide control joints at 29-V max. See Detail 7/C501.
6. Curb Cut- See Detail 6/C503.
7. Painted Handicap symbol - See Detail 9/C501.
8. Transformer pad (Approximate location), Coordinate location and size with power company.
9. Location typical parking stall 10'x2V. 4" wide painted stripes, color to be white. Stop stripes
16'-0" from curb - See Detail 10/C501.
10. Striped handicapped access aisle 4" painted stripes, color to be blue. See Detail 9/C501.
11. Concrete wheel stop - See Detail 4/C501.
V. 6" dia, pipe bollard 2' -0" from wall centered on jamb, typ. - see Architectural Plans for detail.
13. 5" concrete sidewalk - See Detail 1/C501.
14. Handicap parking signs on 2" sq. tube post - See Detail I VC501.
15. Curb wipe down - See Detail 8/C501.
1S. Align paving and curbs with roadway as required.
2_
APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE
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Job No.
212031
1 "=50'
8-3-12
r
Scale
Date
C 101
Sheet
No.
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Sediment Trap Sheet C301
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shall be cleaned out and converted to
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Storm Structure
Schedule
General Notes
Structure #
Type
Top
Invert
Northing, Easting
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
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina 811 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed improvements shown on the plans.
2, Owner. The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
0S1
Outlet Structure
158.50
155.50
N 325525.67, E 1948879.97
OS2
Outlet Structure
159.00
156.00
N 325113.66, E 1948571.43
HW1
Outlet Headwall
155.35
N 325554.55,E 1948876.17
HW2
Outlet Headwall
-
155.35
N 325554.55, E 1948876.17
HW3
Outlet Headwall
-
155.65
N 325375.86, E 1948753.18
HW4
Inlet Headwall
-
156.32
N 325367.84, E 1948594.29
HW5
Outlet Headwall
-
155.98
N 325319.76, E 1948524.19
- . _DITCH. - _ _ _ _ _ Storm Piping Schedule Ph.865-457-3601
- - - .. .= .. ' Pipe Size/Mat. Length US Inv. DS Inv. Slope 3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
A 8' HPDE 30.0' 160.50 159.93 1.90%Lumberton, NC 28359
Ph. 910-738-6875
B
8" HPDE
30.0'
159.93
159.36
1.90%
C
10" HDPE
30.0'
159.36
158.79
1.9m
D
10" HDPE
30.0'
158.79
158.22
1.90%
E
12" HDPE
30.0'
158.22
157.65
1.90%
F
12" HDPE
30.0'
157.65
157.00 1
2.15%
i
G
15" HDPE
142.5'
157.00
155.65
0.95%
H
17 HDPE
25.0'
155.50
155.35
0.60%
% \
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8" HDPE
30.0'
160.50
158.40
7.00%
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15" RCP
85.0'
156.98
155.98
0.40%
K
12" HDPE
20.0'
156.00
159.90
0.50%
(
Pipe Slope matches slope of existing ditch
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Site Notes O
1.
Water Quality Basin Emergency Spillway (See Detail 1/C504)
2.
Curb Cut (See Detail 6/C503).
3.
Outlet Protection (See Detail 4/C503)
4.
Downspouts to Grade (See Detail 5/C503)
5.
Forebay Outlet (See Detail 3/1
6.
Water Quality Basin Layout (See Detail 5/C504)
7.
Emergency Spillway (See Detail C505)
158 157
�
-160 159
` `
8.
Bioretention Basin Layout (See Detail C505)
Line A
Note: Roof Downspouts. Refer to
Line B Architectural plans for exact location
Line C
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Line G
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Note: All downspouts in loading FFE = 162.50
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dock area shall spill to grade
and include downspout guard.
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See Detail 11/C502
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Line I spills through
Static 64 psi Lt; {; I curb in loading dock
Residual 36 psi 9' I j goy �' I�i I 1•
area. See Row 625 GPM ;v ' -1 ! \ _� 57 95 .:. I • ' ' .50 10b/C 02 Detail X
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Ofor all downspouts on this
4 side of building
Appr v d ".?.TSr f-'i:IT.?it ❑Ci c.1! ,.. ,`»
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Note: Material cut from this 9h ett
site may only be used for fill
in grass areas
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asphalt -pavement
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4. Lot = 17.69 acres
5. Property is located in Robeson County and is Zoned Heavy Industrial.
6. Utilities: Water: City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear: 30 Feet
Side: 15 Feet
Grading Notes
1. 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 = 17.69 acres
6. No slopes shall exceed 2:1
7. Temporary seeding is required when grading operations are temporarily hatted 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.
8. 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 sift 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
General Earth Cut: 12,400 c.y. (Bank Quantity)
General Earth Fill: 36,600 c.y. (Compacted Quantity)
Assuming shrinkage of 15%,
the total material required for
the compacted fill quantity
of 36,600 c.y. = 42,100 c.y. (Import Fill)
Legend
Existing Curb Line
PC
- 300 Existing Contours
-
EID Existing Catch Basin
- Existing Storm Line
---OH Existing Overhead Power Lines
61 Existing Power Pole
New Building Edge
New Curb and Gutter rR D'ENRf O
New Curb f
New Storm Sewer
IDg New Catch Basin 0WO
ST New Junction Box
--- 900 901 New Contours
80•55+ New Spot Elevation
TC=92.35 New Top & Bottom Of Curb Elevations
BC--91.65
APPROVED BY PURCHASER/TENANT
APPROVED BY DEVELOPER / SELLER
DATE
DATE
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Approved
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Job No.
212031
1 "=50'
Scale
8-3-12
Date
C201
Ill Sheet No.

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INSTALL NORTH AMERICAN GREEN 6" PVC SCREW .E
C-350 EROSION CONTROL TYPE PLUG ICU 06
BLANKET FROM EDGE OF BASIN Q L
SPILLWAY TO RIP -RAP AT OUTLET TOP OF STRUCTURE cc CD
HEADWALL FOR ENTIRE WIDTH OF ELEV. = 158.0. C i U
SPILLWAY AS INDICATED. FOLLOW j /j /j�/j \ 0 Lr) Z
MANUFACTURERS INSTALLATION `J' j��//��//��//�//�//\ U Q,
5 INSTRUCTIONS.//// \ L E V c
3:1 SLOPE FROM TOP OF \\'��j/\� 2 E 0
BERM TO BOTTOM OF \ O W 0 0
BASIN c a.. 12" HDPE \ \ a V 0 p
INVERT 155.5 \ CO) C C N
BASIN SIDE " a \ \ a Z .� �p
DOWNSTREAM SIDE /\�/r /\ d 4 Mom' \ V
BURY END \'��///\//r//i//�/��/��%
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INSTALL NORTH AMERICAN GREEN
C-350 EROSION CONTROL
BLANKET FROM EDGE OF BASIN
SPILLWAY TO RIP -RAP AT OUTLET a 1" 0 BAR \% co N
HEADWALL FOR ENTIRE WIDTH OF \ " co rn
SPILLWAY AS INDICATED. FOLLOW a 1 T "" %\/j\/j\//\//\//\//\//\// /\//\//\//\// // // // // ////% 6 PVC CAP m �
\ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \j \/ \j\\/ WITH 2.8" HOLE
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MANUFACTURERS INSTALLATION DRILLED W w
INSTRUCTIONS.
INVERT 154.5 N (0
4"MAX. i\\//\\//\\//�\//\\//\\//\\////\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\ n� Z W
TOP OF BERM /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ `� Z
ELEV = 158.5 2, o a d c a\\ O J Z
Q: a \/\/\/\/\ W
3 n 4" LAYER OF #57 STONE %/\\%\\%\\j/\\j\ POND W J Z
WEIR CREST / / / UNDER STRUCTURE //\\//\\//\\//\\//\\ \\ \ Q ,LIJ
ELEV. 157.5 Section '%/ice/i\/i\/i\/i\/i\/i�i\/i /i / / qZ _ �
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TOPSOIL &SEED PRIOR,\�\ Y
20' TO INSTALLING THE ELEVATIONS SHOWN ARE CRITICAL TO THE
EROSION CONTROL PROPER FUNCTION OF THE WATER QUALITY BASIN. \ /\/\//\//i///�//, c Y W
BLANKET CONTRACTOR SHALL ENSURE THAT THE ELEVATIONS 0 W
ARE CORRECT. I- _
-
Emergency Spillway 0 U)
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Water Quality Basin - Emergency Spillway Outlet Structure for Water Quality Basin
N.T.S. N.T.S.
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Outlet
.' 'Structure
//' Top of Berm F� J `'� �� ,17' l
Elev 158.5
/ q4 / J // 18
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Emergency
Rip -rap �• J Spillway ' / f�xz
5' a . P y
Top Elevation 157.0
Elevation 155.0 Elevation 154.8 0
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Install Geotextile Under Rip -rap TOP OF POST
ELEV. 157.0 / -� % �J� t J �/ �� ►� /
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SECTION VIEW 2" DIAMETER ` � 7 �� r 15 -
// -
STEEL POST %` Forebay ��
PAINTED WHITE
/ Outlet /, g
/ 12
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3" RED PAINTED i Forebay
MARK TO INDICATE // Marker
SEDIMENT CLEANOUT
LEVEL IN FOREBAY AT0� o
ELEV. 156.0 j / / / 10 110
/ / 1 m
1 /
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3" RED PAINTED MARK Q
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FORBOTTOM
O55 OF FOREBAY j% / 1 ' \ / o °e. ' ° +�{OQ / // ` lei
Top Elevation 157.0 E
20' 2 5 /
Compacted Earth Berm °D (j� ♦ Z
1 - 30
\ BURY POST MIN. 2DEEP
Rip -rap
Downstream Elevation 154.8
Upstream Elevation 155.0
ELEVATION VIEW
Note: co d ,
This basin will be used for sediment and erosion control during the
construction phase of the project.
correct elevations and convertedt too wet detention basin once the site is shall be cleaned out and regraded to the 61;1 OAK I
stabilized. Adequate drainage, erosion and sediment control measures, best `
management practices, and/or other stormwater management facilities shall 1�,j3
be provided and maintained at all times during construction. Damages to t
adjacent and/or the construction site caused by the contractor's or property : 7�28 Drawn By CDB
owner's failure to provide and maintain adequate drainage and Checked EJB
erosion/sediment control for the construction area shall be the responsibility
of the property owner and/or contractor. el4vkg
R��,�Rt,.r Approved EJB
Job No. 212031
1mma N.T.S. 8-3-12
MM Scale Date
APPROVED BY PURCHASER/TENANT DATE
3 Sediment Forebay Berm & Rock Outlet 4 Sediment Forebay Marker Detail 5 Water Quality Basin Layout Plan APPROVED BY DEVELOPER/SELLER DATE C504
N.T.S. N.T.S.
Sheet No.
Basin Layout
Point
Location
Point
Location
1
N 325356.50, E 1948615.55
10
N 325373.08, E 1948743.44
2
N 325351.51, E 1948635.75
11
N 325418.22, E 1948736.54
3
N 325329.34, E 1948638.33
12
N 325411.74, E 1948749.38
4
N 325323.36, E 1948645.55
13
N 325397.41, E 1948750.58
5
N 325313.82, E 1948655.63
14
N 325462.89, E 1948756.96
6
N 325309.57, E 1948655.21
1 15
N 325413.80, E 1948839.71
7
N 325389.72, E 1948726.28
16
N 325550.07, E 1948889.69
8
N 325381.26, E 1948725.61
17
N 325508.37, E 1948887.79
9
N 325369.24, E 1948734.69
18
N 325500.17, E 1948919.56

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PIPE ® INV 156.0
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INSTALL NORTH AMERICAN GREEN
C-350 EROSION CONTROL
BLANKET FROM EDGE OF BASIN
SPILLWAY TO RIP -RAP AT OUTLET
HEADWALL FOR ENTIRE WIDTH OF
SPILLWAY AS INDICATED. FOLLOW
MANUFACTURERS INSTALLATION
INSTRUCTIONS.
TOP OF BERM
ELEV = 160.0
3 WEIR CREST
11 ELEV. = 159.0
Plan
INSTALL NORTH AMERICAN GREEN
C-350 EROSION CONTROL
BLANKET FROM EDGE OF BASIN
SPILLWAY TO RIP -RAP AT OUTLET
HEADWALL FOR ENTIRE WIDTH OF
SPILLWAY AS INDICATED. FOLLOW
MANUFACTURERS INSTALLATION
—'I INSTRUCTIONS.
BASIN SIDE
BURY END
1' DEEP —
3:1 SLOPE FROM TOP OF
BERM TO BOTTOM OF
BASIN
2'
TOPSOIL & SEED PRIOR
TO INSTALLING
EROSION CONTROL
BLANKET
Emergency Spillway
TOP OF STRUCTURE
ELEV. = 159.0. SEE
PLAN VIEW FOR GRATE
a
n
12" STORM
LINE
6x6-W2.9X2.9 W.W.F.
4" LAYER OF #57
STONE UNDER
t STRUCTURE Section
U_
X
Grass Bioretention Basin Detail
N.T.S.
SPECIFICATIONS
Soil Media - The soil mix should be uniform and free of stones, stumps, roots or other similar
material greater than 2 inches, It should be a homogenous soil mix of 85-88 percent by
volume sand (USDA Soil Textural Classification), 8-12 percent fines (silt and clay), and 3-5
percent organic matter (such as peat moss) shall be used. Additionally, the phosphorus content
of the spoil mix should be low. Soil media should be sent to NC Department of Agriculture
(NCDA) labs to be analyzed. The P-Index for bioretention soil media should always range
between 10 and 30, regardless of the target pollutant.
The media should be tested to determine an actual drainage rate after placement. The
permeability should fall between 1 and 6 inches per hour, and 1-2 inches per hour is preferred.
As a rule of thumb, using the above -specified media, the infiltration rates should be
approximately tin/hr.
Maintenance - Bioretention facilities require soil and under -drain maintenance to ensure optimal
infiltration, storage and pollutant removal capabilities.
1. Watering: Watering should not be required after establishment, however it may be required
during prolonged dry periods.
2. Erosion Control: Inspect flow entrances, ponding area and surface overflow areas periodically.
Erosion problems should not occur with proper design except during extreme weather events. If
sediment is deposited in the bioretention facility, immediately determine the source, remove excess
deposits, and correct the problem.
3. Soil Media: Soils mixes for bioretention facilities are designed to maintain long-term fertility
and pollutant processing capability. Estimates form metal attenuation research indicates that
metal accumulation should not present toxicity concern for at least 20 years in bioretention
facilities. If in question, have soil analyzed for fertility and pollutant levels.
4. Underdrain Pipes - Annual flushing through the pipe cleanouts is recommended to facilitate
unclogging of the pipes without disturbing the bioretention areas.
REINFORCEMENT
SHOWN THROUGH
PIPE AND ORIFICE
FOR CLARITY ONLY
fTOP OF STRUCTURE
ELEV. =159.0
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6" PERFORATED PIPE
AT ELEVATION 156.0
6" ORIFICE AT INVERT
ELEVATION 158.0 -�
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PP
Basin Layout
Point
Location
Point
Location
1
N
325237.08, E 1948533.21
8
N
325101.99,
E
1948607.74
2
N
325243.45, E 1948510.56
9
N
325069.37,
E
1948593.62
3
N
325225.63, E 1948493.21
10
N
325073.31,
E
1948597.47
4
N
325200.02, E 1948498.56
11
N
324996.71,
E
1948650.29
5
N
325150.65, E 1948542.16
12
N
325000.04, E
1948655.01
6
N
325146.51, E 1948537.35
13
N
324913.82,
E
1948719.84
7
N
325127.64, E 1948605.38
14
N
324868.51,
E
1948752.45
1"=30'
Note:
This basin will be used for sediment and erosion control during the
construction phase of the project. It shall be cleaned out and regraded to the
correct elevations and converted to a bioretention basin once the site is
stabilized. Adequate drainage, erosion and sediment control measures, best
management practices, and/or other storrnwater management facilities shall
be provided and mairtained at all times during construction. Damages to
adjacent and/or the Wnstruction site caused by the contractor's or property
owner's failure to provide and maintain adequate drainage and
erosion/sediment control for the construction area shall be the responsibility
of the property owner and/or contractor.
APPROVED BY PURCHASER / TENANT
APPROVED BY DEVELOPER / SELLER
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EJB
.lob No.
212031
N.T.S.
Scale
8-3-12
Date
DATE
DATE C505
Sheet No.

X
CAROLINA COMMERCE AND TECHNOLOGY CENTER
DEED BOOK 1723 PAGE 432
Zoning— Heavy Industrial
:13 7.3812
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bottom/roadside ditch 758.50 70P-156.88' bottom/roadside ditch
" ��' SR 1�339 DEEP RANCH ROAD 5278.1513 ` INVERT-150.45'
Approx. Location 8' PVC water w
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I
Location Map
General Notes
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
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina t311 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed improvements shown on the plans.
2.Owner. The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph. 865-457-3601
3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
Lumberton, NC 28359
Ph. 910-738-6875
4. Lot = 17.69 acres
5. Property is located in Robeson County and is Zoned Heavy Industrial.
6. Utilities: Water. City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear. 30 Feet
Side: 15 Feet
APPROVED BY PURCHASER / TENANT
APPROVED BY DEVELOPER / SELLER
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
DATE
DATE
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212031
8
Date
cool
Sheet No.
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yenerai Notes
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
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina 811 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed Improvements shown on the plans.
2. Owner The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph.865-457-3601
3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
Lumberton, NC 28359
Ph. 910-738-6875
4. Lot =17.69 acres
5. Property is located in Robeson County and is Zoned Heavy industrial.
6. Utilities: Water. City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear. 30 Feet
Side: 15 Feet
8. Total Parking:
Accessible spaces 2 = spaces
10'x20' spaces 39 = spaces
Total 41 = spaces
I Layout Notes I
1. All dimensions to curb reference face of curb.
2. See Architectural drawings for building dimensions. All dimension shown to
building on this sheet are approximate.
3. See Utility Plan for new and existing utility line locations.
4. See Grading Plan and Drainage Plan for new and existing storm system locations.
Legend
— — Property Line
Existing Curb Line
oc Existing Light Pole
76777'777 -ti�� � a New Building Edge
New Sidewalk
New Curb
New Concrete
New Heavy Duty Asphalt Paving
Future Building and Parking Expansion
APPROVED BY PURCHASER / TENANT
APPROVED BY DEVELOPER / SELLER
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Approved
EJB
Job No.
212031
DATE
DATE
1"=50'
Scale
8-3-12
Date
C 102
Sheet No.

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Structure #
Type
Top
Invert
Northing, Easting
OSt
Outlet Structure
158.50
155.50
N 325525.67, E 1948879.97
OS2
Outlet Structure
158.50
156.10
N 325113.66,E 1948571.43
HW1
Outlet Headwall
-
155.35
N 325554.55, E 1948876.17
HW2
Outlet Headwall
-
155.65
N 325375.86, E 1948753.18
HW3
Outlet Headwall
-
156.05
N 325356.t39, E 1948578.02
HW4
Intel Headwall
156.25
N 325331,05, E 1948540.38
HW5I
Outlet Headwall
1
1 156.00
IN 325093.07. F 1946565 46
I ! II 5�r II _
DITCH._ .. _ .. - .. - .. _ _ Storm Piping Schedule
�m n
Pipe Size/Mat. Length US Inv. DS Inv. Slope
°
A 8" HPDE 30.0' 160.50 159.93 1.90%
1 I I B 8" HPDE 30.0' 159.93 159.36 1.90%
C 10" HDPE 30.0' 159.36 158.79 1.90%
D 10" HDPE 30.0' 158.79 158.22 1.90%
I E 12' HDPE 30.0' 158.22 157.65 1.90%
F 12'HDPE 30.W 157.65 157.00 2.15%
' H 12" HDPE 25.W 155.50 155.35 0.60%
I I \ I 8" HDPE 30.W 160.50 158.40 7.00%
J 12" RCP 45.6 156.25 156.05 0.409%
K 12" HDPE 20.0' 156.10 156.00 0.50%
11 I
Pipe Slope matches slope of existing ditch
O
( o l I t \ I 60
Site Notes O
1. Water Quality Basin Emergency Spillway (See Detail 1/C504)
o
�,
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IIII
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Note:
Trap Sheet C301
Sediment shown on
W
U
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shall be cleaned out and converted to
this Water Quality Basin after site is
�I!
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stabilized and temporary sediment trap
m
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no longer needed
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n
Note: Roof Downspouts. Refer to
Line B Architectural plans for exact location
Line C
Line
e
I I EmergencyI !II l� ll I i I 17.69 Acres±
2 1 SplilwaY jIllll� J I I 1 \ / 770,576 Square Feet.
6 I \� 1Line E /
62.46
I iIII) I I a �
a-1 1 l I _ j \ Line G
I J,
HW2 � Line F ` /
1 I II' I i 62.461
1 0 c I i t Iuu)� 1 ��K'3'5 . `. .50
i , III i I i I N 3 ; 3/4% . " ' 3/4% * Note: All downspouts in loading FFE=162.50
dock area shall spill to grade f
and include downspout guard.
See Detail 1 C502 - - -
-
Line I spills through
Static 64 psi cI I I III I ( '' ' curb In loading dock
Residual 36 psi e I I ( area. See Detail
Flow 625 GPM I 1 I
5is5 • .50 10bl0502 �
g ! 6" Single wall HPDE. /
3Ar 77,Leaders iyp. at office entry.
$2'46 I Maintain 1% Min. slope to /
B 161 Line I I Headwall
i HW3 162 n C ti -
>tl V 159
I; 62.00 62.00 62A ; 4 62.25 -1 *62 ; '. £ 62.00
i r 11 d+
Line JS1i CID161161
�5�.1 �1 (o
HW4 2 I ----
80.5 � I 160 .. I 61.5 612 I
IIIpIl1 7SBS I'll o��s2 MIT j
1 0\ TC-BC S), �6' TC�2.0
I) 6'� \ 7 7 \ �1.1 �9 7 BCm6l.5
57Ji� 585 s`9 -- �00 /602 2
Jill I . '00®L I I I 1\ I I1111AZ1 \ I �100f\\1160.111111 (,�
2
f\ o
Opp
1% 7-s---��_ -- _ _ Hw55�mFf7_
Emergency
S�� \ Spillway 7 _
bottom/roadside ditch �O-158.50qR 1
K I
-.7 _ =- ZME�:
58. Do--
.1
4 I I
e9
bottom/roadside ditch
Approx. Location 8" PVC Water
i
\
® ' O
s
\� I
\ Note: See Detail 5/C503 I
4 \ for all downspouts on this I
side of building 1
.\ I
® I
2. Curb Cut (See Detail 6/C503).
3. Outlet Protection (See Detail 4/C503)
4. Downspouts to Grade'(See Detail 5/C503)
5. Forebay Outlet (See Detail 3/C504)
6. Water Quality Basin Layout (See Detail 5/0504)
7. Dry Basin Emergency Spillway (See Detail 1/C505)
8. Dry Basin Layout (See Detail 5/C505)
r
® , I
® / I
/ � I
Note: Material cut from this t
® site may only be used for fill
in grass areas \
i
-onP-_ _onp-. -ohp-
aspholt-povement
so 25
0
50
100
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
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina 811 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed Improvements shown on the plans.
2. Owner The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph.865-457-3601
3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
Lumberton, NC 28359
Ph. 910-738-6875
4. Lot =17.69 acres
5. Property is located in Robeson County and is Zoned Heavy Industrial.
6. Utilities: Water. City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear. 30 Feet
Side: 15 Feet
Grading Notes
1. 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 =17.69 acres
6. No slopes shall exceed 2:1
7. 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.
8. 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 slit 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
General Earth Cut: 12,400 c.y. (Bank Quantity)
General Earth Fill: 36,600 c.y. (Compacted Quantity)
Assuming shrinkage of 15%,
the total material required for
the compacted fill quantity
of 36,600 c.y. =
42,100 Fill)
Legend
Existing Curb Line
- 900 -9G / -
Existing Contours
®
Existing Catch Basin
- =
Existing Storm Line
OH
Existing Overhead Power Lines
q
Existing Power Pole
New Building Edge
New Curb and Gutter
New Curb
New Storm Sewer
®
New Catch Basin
ST
New Junction Box
- - 900 901
New Contours
80,55 +
New Spot Elevation
Lq 1-3
New Top & Bottom Of Curb Elevations
Bp91.85
APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE
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Job No. 212031
1 "=50' 8-3-12
Scale Date
C201
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Land Quality
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( I I N 325309.44
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All Temporary Diversions Shall be 2'
wide with 3:1 side slopes and grass
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Temporary Diversions Shall be
constructed and maintained as fill is w.
being placed for building pad.
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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
the field. This Information is not to be relied upon as being exact or complete. The
contractor must call North Carolina 811 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed improvements shown on the plans.
2. Owner The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph. 865-457-3601
3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
Lumberton, NC 28359
Ph.910-738-6875
4. Lot = 17.69 acres
5. Property is located in Robeson County and is Zoned Heavy Industrial.
6. Utilities: Water. City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear. 30 Feet
Side: 15 Feet
8. Site drains to the Lumber River Basin
9. Contact Person: Tom Wortham
Phone:[phone]
Erosion Control Maintenance
1. All erosion and sediment control practices will be inspected at least once every week and
after every rain. Inspections should also be performed prior to any anticipated rain. All
necessary repairs will be made immediately.
2. The sediment trap will be cleaned out when the sediment level reaches one-half the design
depth. The gravel outlet structure will be cleaned and/or reconstructed with new gravel
when the trap no longer drains properly.
3. Sediment will be removed from behind the sediment fence to provide adequate storage
volume for the next rain and to reduce pressure on the fence.
4. All seeded areas will be fertilized, reseeded as necessary and mulched per the vegetative
plan.
5. Follow maintenance instructions on plans and details.
Construction Schedule
1. Obtain plan approval and all site development permits.
2. Stake and flag work limits.
3. Schedule Pre -construction Conference prior to beginning construction activities.
4. Construct construction entrance off of Comtech Drive per plans.
5. Construct sediment trap.
6. Install sift fence.
7. Complete site clearing. Dispose of clearing waste at approved site and obtain all required
permits.
8. Strip topsoil from remainder of construction area. Spread topsoil and protect with silt fence
as needed. Rough grade remainder of site. Install storm drains and outlet protection and all
other utilities.
9. Fine grade parking and drive area and stabilize with stone.
10. Complete final grading and vegetate all disturbed areas.
11. Follow maintenance plan after final grading is complete.
12. Remove all sediment control practices after site is stabilized.
13. Estimated time required for construction =12 months.
APPROVED BY PURCHASER / TENANT
APPROVED BY DEVELOPER / SELLER
Legend
"IMMUMOMM
Property Una
Existing Curb Une
Existing Light Pale
New Sidewalk
New Building Edge
New Curb
New Curb and Gutter
New Concrete
New Heavy Duty Asphalt Paving
Future Building and Parking Expansion
Sediment Trap with Rode Dam
Silt Fence
Construction Exit
Temporary Diversion
Grass -lined Channel
Temporary Inlet Protection
Rock Pipe Inlet Protection
Outlet Protection
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Job No. 212031
1 "=50' 8-3-12
Scale Date
DATE
DATE C301
Sheet No.

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Dam and Spillway I III Il m ,
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Control Manual Detail 6.65 Co
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SR 1339 DEEP BRANCH ROAD
90' PUBLIC R/W
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100
yenerai Notes
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
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina 811 and any utility that does not subscribe to North
Carolina 811 at least 72 hours before any excavation, to request exact field location of the
utilities. It shall be the responsibility of the contractor to relocate all existing utilities which
conflict with the proposed Improvements shown on the plans.
2. Owner The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph. 865-457-3601
3. Topographic Survey by: Johnny Nobles & Associates
416 N. Chestnut Street
Lumberton, NC 28359
Ph.910-738-6875
4. Lot =17.69 acres
5. Property is located in Robeson County and is Zoned Heavy Industrial. ???????
6. Utilities: Water. City of Pembroke
Sanitary: City of Pembroke
Electric: Progress Energy
Gas: Piedmont Natural Gas
7. Setbacks:
Front: 40 Feet
Rear. 30 Feet
Side: 15 Feet
Erosion Control Maintenance
1. All erosion and sediment control practices will be inspected at least once every week and
after every rain. Inspections should also be performed prior to any anticipated rain. All
necessary repairs will be made immediately.
2. The sediment trap will be cleaned out when the sediment level reaches one-half the design
depth. The gravel outlet structure will be cleaned and/or reconstructed with new gravel
when the trap no longer drains properly.
3. Sediment will be removed from behind the sediment fence to provide adequate storage
volume for the next rain and to reduce pressure on the fence.
4. All seeded areas will be fertilized, reseeded as necessary and mulched per the vegetative
plan.
5. Follow maintenance instructions on plans and details.
Construction Schedule
1. Obtain plan approval and all site development permits.
2. Stake and flag work limits.
3. Schedule Pre -construction Conference prior to beginning construction activities.
4. Construct construction entrance off of Comtech Drive per plans.
5. Construct sediment trap.
6. Install sift fence.
7. Complete site clearing. Dispose of clearing waste at approved site and obtain all required
permits.
8. Strip topsoil from remainder of construction area. Spread topsoil and protect with silt fence
as needed. Rough grade remainder of site. Install stone drains and outlet protection and all
other utilities.
9. Fine grade parking and drive area and stabilize with stone.
10. Complete final grading and vegetate all disturbed areas.
11. Follow maintenance plan after final grading is complete.
12. Remove all sediment control practices after site is stabilized.
13. Estimated time required for construction =12 months.
APPROVED BY PURCHASER / TENANT
APPROVED BY DEVELOPER / SELLER
Legend
Property Line
Existing Curb Line
oa Existing Light Pole
New Sidewalk
M,777 747_. r ;: r7 New Building Edge
New Curb
New Curb and Gutter
New Concrete
z New Heavy Duty Asphalt Paving
Future Building and Parking Expansion
Sediment Trap with Rock Dam
NSF Silt Fence
Construction Exit
4� TO ♦m Temporary Diversion
1 GL Grass4ined Channel
Temporary Inlet Protection
13 In Rock Pipe Inlet Protection
Outlet Protection
DATE
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EJB
Job No.
212031
1 "=50'
Scale
8-3-12
Date
C302
Sheet No.
V
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