SW5100602_Plansheet - Set_20181211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
VAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
T
YYYYM M DD

i � s
Site
7fee
P/NETOPS
POP. 1,5d1
n % �.
,
3EFORE YOU DIG,
CALL
Q
IORTH CAROLINA
)NE CALL CENTER
www.ncocc.org
, 3 i
N C WY 43 EXPANSION
H PLANT
Vicinity Map - Not To Scale
PINETOPS, NORTH CAROLINA
Construction Plat General Notes:
1. All required improvements shall conform to the Town of Pinetops Land Development Code and
the Manual of Specifications and Details, latest edition.
2. This plan is valid for two (2) years from the dote of approval.
J. Disturbed area is greater than 1 acre; a formal Sedimentation & Erosion Control Permit is required.
An Erosion Control Permit must be obtained from the NCDEO Prior to commencing
grading activities.
4. Copies of all permits and approved plans must be kept on site in a permit box that is
conspicuously located and easily accessible during construction. This includes approved
construction plans, approved erosion control plans, encroachment agreements, driveway permits,
waterlsewer permits, etc.
5. Contours on these plans were provided by the owner.
6. Site lies in Flood Zone X Unshaded, per FEMA FIRM # 3700914704✓ dated June 2, 2015.
Base flood elevation is Not Available for this area.
7. The electric customer shall own and be responsible for all costs of borings, conduit, pavement
patching and landscaping replacement.
8. The property owners shall provide an executed right—of—way easement prior to the installation of
gas or electric utilities.
9. The contractor is responsible for calling the NC One Coll Center at 811 to locate existing utilities
prior to beginning work.
10. The contractor shall provide the Fire Department with vehicular access to all structures under
construction at all times. In areas where ground surfaces are soft or likely to become soft, the
contractor shall provide and maintain stable all—weather surfaces.
11. All mechanical and HVAC equipment shall be screened from view along the entire length of the
public Right—of—way.
12. Fire Department vehicular access, no less than 18 feet in width shall be provided to all
structures under construction shall be provided at all times. In areas where ground surfaces are
soft or likely to become soft, hard all weather surface roods sholl be provided.
13. Fire Protection water supply system including fire hydrants, shall be installed and in service prior
to recording the subdivision, or if no subdivision is involved, the placing of combustible building
materials for structures or combustible pre —tested fabricated building assemblies on the project site
or utilizing them in the construction of building structures. If phased coordination is planned,
coordinate installation of the fire protection water system is permitted
14. Water & Sewer As—Builts (Electronic and Hard Copy) to be certified by Professional and are to be
submitted and approved to/by Engineer prior to obtaining C.O.
INDEX OF SHEETS
COVER
CE-01
CE-02
CE-03
CE-04
CE-05
D-01
D-02
COVER SHEET
EXISTING CONDITIONS and
SITE PLAN
GRADING and DRAINAGE PLAN
INITIAL EROSION CONTROL PLAN
FINAL EROSION CONTROL PLAN
EROSION CONTROL DETAILS
SITE NOTES
SITE INFORMATION
LOCATION:
COUNTY: . ..................................... _ _ ........
TOTAL SITE ACREAGE:
ZONING:
3022 NC HWY 43 N.,
PINETOPS, N.C.
EDGECOMBE COUNTY
26.24 Ac.
LIGHT INDUSTRIAL
MINIMUM BUILDING SETBACKS: (PROPOSED)
FRONT: .... ......... .... .................. _........................................ .._... ........................................ . 50'
SIDE: . . .............................................. .................................. .............................. . .. 2 5'
REAR: . ............. ...... ....... . ............................ .................. .. .................................................. 30'
EXISTING USE:.... .......... . .................................... .......................... . INDUSTRIAL
PROPOSEDUSE: ......................................... ................ . ...................... . ......... . INDUSTRIAL
EXISTING BUILDING SIZE: ...... ................................ ................... . 147,673 Sq. Ft,
PROPOSED BUILDING SIZE: .................... ...... ................ . 32,000 Sq. Ft.
FUTURE BUILDING SIZE: . ............. ....................... . .................... . 32,000 Sq. Ft.
REQUIRED PARKING: . ......................... .................................... ............. . 2 SPACES PER 3 EMPLOYEES ON LARGEST SHIFT
PLUS 1 SPACE PER 200 S.F. SALES AREA
PLUS 1 SPACE FOR EVERY SERVICE VEHICLE
227 EMPLOYEES/3 = 151
PLUS
4,000 S.F. SALES AREA/200 = 20
PLUS
3 SERVICE VEHICLES = 3._............. _................................ .174 SPACES REQUIRED
PARKING PROVIDED:
REGULAR 10x20'......................................................................................_.270
PARALLEL 10'x25..........................................................
............................0
H.C. (REGULAR)...._ ................. ......................................................
..............7
H.C. (VAN ACCESSIBLE)...........................................................2
TOTAL...................................................................................................................................
279
LOADINGBAYS: . .............................. . ...................... . ...................... ........... . 6
4705 30 1298
PRE-1994 IMPERVIOUS AREA: ................. ..................
265,287 S.F. (6.09 Ac.)
2010 EXPANSION ADDITIONAL
IMPERVIOUS AREA: . .............................. ................. . . ...........................
73,406 S.F.
(1.69 Ac.)
PROPOSED EXPANSION ADDITIONAL
IMPERVIOUS AREA: . ....... . .................. _ .. . ............ . ....................
77,248 S.F.
(1.77 Ac.)
FUTURE EXPANSION ADDITIONAL
IMPERVIOUS AREA:.. .................................................. ............................
41,688 S.F.
(0.96 Ac.)
REQUIRED IMPERVIOUS
AREA TREATMENT: . ............................................. ................. ...........
.210,021 S.F.
2010 EXPANSION POND
TREATMENT PROVIDED: ... ............. . ................. ..............
250,795 S.F.
RIVERBASIN: ..............................................................................................
TAR—PAM
DISTURBED AREA: . ......................... ......................................................
. ±5.04 AC.
orn
-m
xI
O rn
mU)
ON
aLO
N
w
0
x
a
0
Z
W~
w
w
Wv)
Z Z(o
o00
Z N
I�I N z
v 3z
Z Fw
Q J
WwEn
E<
00Z
0
U
U
Z
w
w
Z
0
Z
N
Y
U
O
3
3
1 BLN-C-1874 1
CARO14,
B'%,��
2: .4i a� •: 9
SEAL
19843
..:
r/n/
-,II S
COVER
.J
REVISIONS
FILE NO. 2018-042
HORZ SCALE: 1'=60'
VERT. SCALE: NONE
COVER
For the spirit God gave us does not moke us timid, but gives us power, love and self-discipline. 2 Timothy 1.7

BEFORE YOU DIG,
CALL
NORTH CAROLINA
9NE CALL CENTER
www.ncocc.org
SCALE: 1.. = 60'
0 60 120 150 180 210 240
caw
0M
�co
xI
0 0>
m "'
a
0 N
aLO
w
z
0
x
a
2
0
Z
z
z
W
z
z
Z w
in
Y
� U
O
N
W~ 3
w 3
WV)
Z Z�
o00
Z N
I�I N U
v 3z
ZW
Q J
WW5
ON
00 z Z
BLN-C-1874
NOUN
co
W N
Z Z
V
O �
v Z v
Od':-t
1• �,z O
w
m N �
m 0. OR"
SEAL
19843
�! •'•. LNG I NEER.•,,���h..
�''.,y�CHaFt StCN��•
DRAINAGE and
QRADINQ PLAN
REVISIONS
RLE NO. 2018-042
HORZ. SCALE: 1'=60'
VERT. SCALE: NONE
CE-03
For the spirit God gaw us does not make us timid, but gives us power, love and self—discipline. 2 Timothy 7:7

oar
�2
a6
0
o• S
Ao
�Oo
9pdaO
Shallow Water Plants 1251 (Spacing 1
per 4 sf)
sf)
sf)
® AQUATIC SHELF PLANTING/LANDSCAPING REQUIREMENTS
=
j Arrow Arum
Bulltongue
_ Lizard Tail
JPickerelweed
Southern Blue Flag Iris
Shallow Land Grasslike Plants = 1807 (Spacing 1 per 2
Broadwing Sedge
Greenwhite Sedge
Fringed Sedge
Shallow Sedge
Bottlebrush Sedge
Shallow Land Flowers = 774 (Spacing 1 per 2
Swamp Milkweed✓
Joe Pye Weed
White Turtlehead"
Scarlet Rose Mallow=
Seashore Mallow„
Deep Pool Plants = 0
' Number of Plants Required obtained
from Coastal Plain Conservation Nursery, Inc.
web site: http://costalplainnursery.com
All plants are $1.03 each.
Total Cost = $3832
No Delivery Charge for orders over 200 plants.
Post -care installation is required.
On the top of berms and on the exterior slopes of
containment berms, maintain turf grass in access area
Centipede grass is recommended.
Contractor to install a
rm peanent vertical benchmark
in the Foreboy.
or ay
INFLOW PIPE=> ,
T�o�9diW�Q9� 10: 1
3:1
3:1
•
----88--
--90--
- 91
Pro. Swale @ 1.07=>
92 --
10'
3: 1
Maintenance Notes:
1. After every significant runoff producing rainfall event and at least monthly
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
.vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drowdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprop, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-onnually or when depth is
reduced to 75% of the original design depth (See Detail). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.)
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin shall be maintained in good working order.
8. If the basin is used as an erosion control device, it must be cleaned out b-efore use as a wet detention basin.
9. Drain Pond with Portable Pump for maintenance or in case of emergency.
Co rn
co 00
9
V)
101
Forebay
X
W
N
a
ater ouality Pond Plan View
1 30' 373.4'
Permenant Pool Elevation = 91.0'
Pond is oversized due to excavation
AI material required to ill. the site for
c>+ the new building ex nsion.
Used 90%.TSS.
01
2 4
m
u,
0
v
m
100-YEAR
ELEV.
92.66
25-YEAR
ELEV.
92.56
10-YEAR
ELEV.
92.34
2-YEAR
ELEV.
91.77
Assuming
Permanent
®
Pool
is full
,pprox. 1.5--inch
runoff
Elev.
91.6'
emporary Pool
91.00
Normal Pool
:' •
Sediment Storage, 1-ft minimum
39a
Epp L96 15J EDP
Temporary Skimmer
3" Orifice
Invert=88.91'
3: 1
TRASH HOOD '
792. 5
h /r
Pro. 3' x 2'
Pond Outlet Box
Lo
Pro. Emergencyy Spillway ! Mere swales
V-Swale with 3:1 side slopes. �i
Grade ®0.5%. at ev. aa.o'
"1 Bottom of
Swafes with ' 22-I -
8 Stone
- ! ! 22-Inches Depth
9. __ Cn L0
to prevent erosion.
.-..-.._..-. Approved on in armwatvr
Construction in st o n%iatec v do I No th cueras T
Invert-88.00 required by the t the,
eon ater s North d e ignet
rules require that thn str rwate- system designer N
Inspect dunna rrn;[nlc + n 2rtlfy cronformlty with ik�a ^ >
Emergency Spillway _ _ \'_ plans and specs and certif .ompliance with the
v
Width = 10' �-- 1 stormwater yes (A Ed, NCP lhi tat (j)1 to z
Fill Apron with permit # WiS7 DO bo Oate...�i.�% .- w
Class B Stone at JG I NC Division of Water Gualit
22-inches thick. P r\_ 1 °y- rswaro.um not -. N
1' to
gyvF�7 QT N
o
!IIIII C U 00 (.O
I! I I ( O O r- X tq
E N < O
U
J
ll1I I.I C;I/ ' j O ch 0 O LJ
LJ
\1 C 0 Of N
,Ili 1--v �� \ 10' Wide Aquatic. Shelf '.,,, \+ul-�'� /i 0) O o z N Of
\ 10:1 Slope i 1AJI+ - \� A< C 3i
W
4QD
_
U fn Ljj
� C J
O LIJ
., r rQ U I-
FFE
99.0'
Pro.
Muilding
EDP
9a.35
10'
Aquatic/Safety Bench
5'
Emergency Spillway
94.0'
3: 1 93.0'
3: 1
10:1
- - - _ - _ _ 3" Orifice
157PVC Outlet Pipe - - - - - - -
Grade = 0.5%=>
I
' Concrete
87
Anti -See Contractor. P
Install a Concrete Walk Collar
` to the riser for maintenance
and inspection access.
Water Quality Pond Cross Section
nts
(1) 3" Orific
01
tUU t 111 f Frr
11
�A022608
C., �.
5- 21-2010
•
10'
=
CL
Vw
1.0'
_
3
3 Elev. 93.0'
O
Class B Rip -Rap
_
p
Lined Channel
IZ
C
Emergency Spillway
_
V
_
Z
3' X 2' Standard Grate
•O
y z
w
TOP
-
_
VIEW
15"PVC=>
A,
w a
a"
3
16
O O
e. z._°- 6-
a
oo
m
Q
Z W
TRASH HOOD
Q
N
N
92.5'
M
O
91.0,
L6
DRAFTSMAN:
SLB
FRONT
MEW
SCALE: Not
to Scale
87.0'
DATE:
Nov. 12, 2009
V
REVISIONS
Concrete
Dec.
i
15, 2009
Riser Structure
Feb.
8, 2010
0 Feb.
24, 2010
A May
21, 2010
FILE:
P090185 KF
CE-10

Erosion Control Legend
\
\
A,j Site Disturbed
i
: 8.95 Acres
4 Use Skimmer in e /
I 6 a
e Water Quality Pond / 8 Jose F. Garcia 11�
& Roxana M. Hernandez I Until Site is stabilized. Rock Check Dam L
Deed Book 1407 Page 841 - Dale G. Mitzel //j�\ O I�
Lot 14, Ben"d Subdivision - Skimmer Orifice-1.5' & rife Leoto R. Mltzel / / Rip -Rap Outlet.. Protection w >� I�
Plat Cabinet 7 Slide 25 Deed Book 1323 Page 1025 PROVIDE CHECK DAM AT END
Land Use: Residential I. See CE-1 oe Lot 15, Ben"d Subdivision OF DISTURBED BEFORE p g Y♦ LEAVING THE SITE. Apron Length - 5' V♦ >
Plat Cabinet 7 slide 25 / Class A Stone — 6" L_ O
Land Use: Residential � 00 �'
I Min. Thickness — 10" W (n r-
/ Filt r Fabric — Medium Weight56
CV
ECM Non Woven Geotextiles to Q L
Z cV
alit ruiiuu \
— Td — Temporary Diversion Ditch 0 Berm Protection per NCD•ENR
Bottom apron Dimensions — 10';c50'
Class B — 12" ECM \
Min. Thickness — 22"
Rock Check Dam Filter Fabric — Medium Weight Non Wove eotextiles 3022 NC 43 North
ABB Power T & D Company Inc.
Deed Bode 104§ Page 27
Rip -Rap Ra Outlet Prot13i ' n PIN 4705CgMMER I
Temporary Block p- p LAND tip: a4MMERC AL
e Apron Length — 12"23' owner -
and Gravel Inlet Class B Stone — 12' ABB Powe T & q Company, Inc.
8 12040 Regency P9rkway
Min. Thickness 22' Cary, NC 27518
Protection Width - 6' '
Filter Fabric — Medium W ht Non Woven Geotextiles _ -
14 Rip -Rap Outlet Protection ZL
ip-Rato Outlet Protection -
o` Apron Length — 30'
GLnz� Temporary Grass Liner Class B Stone — 12"
& wife Mary Ann Webb
Robert Lee Webb. k. 2 Min. Thickness — 22"
Deed Book 1044 Page 322
Plat Cabinet 2, Slide 1.8A Width — 12' -- — — j
—TSd Temporary Slope Drain PIN Use: Residential
Filter Fabric Medium Weight Non Woven Geotextiles
Lane Use: Reaidentaa
r.� ,
eTemporary Gravel 'r'•..
Construction Entrance
•
D$
Sift Fence �'� •�a�
- j Temporary Gravel -
$ Construction Entrance
Ps
z 7 Temporary Diversion Ditch
s s
(To be converted to Permanent
Swale-1)
2 Temporary Gravel --
e Construction Entrance
Robert Lee Webb, Jr
& wife Mary Ann Webb
Deed Boric 1044 Page 322
Plot Cabinet 2, Slide 178A
PIN 4705-20-6939
Land Use: Residential
Sedimentation and Erosion
Control Plan
GRAPHIC SCALE
( W FSET )
1 inch - 80 &
R/W
R/W
EIP
ECM
n OZ•6LZ M,00,910.64N Ea4 S
N (.+
N O
EIP Ci
0
Csd,n 0. Ntl�
OW eei Kl Pao. 4L
Pw alos-lame
.a,a us n.ee.�m
d)
o 0
h66.21' / R. Finley Snipes, Jr. U CJ Q of % f9
& Evelyn Anne Snipes O Q Q to
--^ q - sJ4, Tract 3, Deed Book 1292 Page 155 O W O
is - . E 42'00 f / Land use: Residential I
_ ,,;•�. ,. s ay S enesJ7pilItySilt Fo Wao V)
wad w
_• ♦ �` s - i � Approved atarm�rratu �ssntct uoCum+rntg
•��-'+- g1i/'/ •�. '�'1�Construction in pp a with these documents is (D ~ J
■ . \� ff/ ♦ required by the sturn1water permit. North Carolina Z
ate VPI yl�. 4`" rules require that the stormolater system designer �
�1,lspect during cans n.,tron certify conformity with the: O Ln
s , 9 ns and specs', and certify compliance with the v
Cu ��a/ stormaater rules (15A NCAC 2H .1008 (j / R w —
tY PO V l�
She PerIt# ."�'S& __Date
,a NC DIVIS.br1 of Water Quality p) Y W
Revision Dater_._ C U Z
-- _ _ O O
Of Z
4.1
j 1 g
! , c
�%j 92- • Temp. Slope a
•� Drain A
(Maintain the outlet locations
in a ditch/swale throughout
the construction process)
•- � / i�� erg=` _�� � �
� Q
-94q►AIR
- 1A _- � 4 rl aw • ' Addtional Clearing
,1�s3 - to install electrical
i
�s� r : �hl�i' • c service
¢.b ' ��I I . %OD
��III�'� / N, • _P'
7 022608 _
�. a� PI / • � a, fir $ ��.:
V JJ 1� • m '.9 arrin...GD `
,4 CD
� Q o � . �, ,�.
Rerouted Duch
/ 5-21-10
O 4 -
.� Jill;� AM
AD
l'S WC R IJSG
yT AND
AL Q
Temporary Block a
I
and Gravel Inlet F
Protection ' 4
___ ■ , _ ,' � i" � �� � � tit
EXIStU) i��/•,i ; c� � � � � � T000
�► inau oFINE
trig�s' o Q
i. Fa�i,D1 _
j Sty
eOv sr Cus of er
/ ly.� �.. '-• / o = -� t
/ ice rul
Area)
/ �� •
t
/ � yy a � I' ' c al o g u •� w
s a
4/c'�r' / I — a f e
rx �r //�fJ J
Vt o
o 0 O jKrNF`�� I •� ■ e n. e
w
�1/ Q �
� t rZ
101,
Fill 411,
105 sill,
d�ao
j l .89 Zg9 M„00.60.64N AL
— — — - — — R/W — \
N.C. Highway A Q
(100' Public Right —of —Way)
A 0
Site Disturbed Area: 0.53 Acres Temporary Gravel
1e Construction Entrance
R/W
SCALE: 1" = 60'
REVISIONS
Dec.
15,
2009
DATE: Nov. 12, 2009
FILE:P090185
CAD:SLB
`
Feb.
Feb.
8,
24,
2010
2010
May
21,
2010
SHEET: CE= ■

Legend
�\
EIP -
Existing Iron Pipe
�.
EIS -
INS -
Existing Iron Stake
Iron Pipe set
p
WATER QUALITY POND DRAINAGE BASIN IS �
MNS -
Magnetic Nail Set
PP -
-
Power Pole1"
Post Indicator Valve
COMPRISED OF. SUB -AREAS Da-2, Da-4, Da-5, Da-6. `�..
AL
AL -
Are a Light
,
FB -
CO -
Fire-ouEquipment Box
Clean -out
Da-1 storm runoff is conveyed around the site by Swale-1.
DI -
MH -
Drop Inlet
Manhole
The storm water runoff from the plant expansion building
JB -
CB -
Junction Box
Catch Basin
and the 90-day building does not have to be conveyed
WV -
GV -
Water Valve
Gas Valve
through the pond due to treatment of existing parking area
.--• -
-
Power Pole & Guy Wire
Fire Hydrant
and part of existing building that was previously being conveyed
N -
EPK -
Water Valve
Existing P.K. Nail
offsite by a swale. The impervious area of the existing parking
MBL -
BG -
Minimum Building Line
Ballard
lot and existing building far exceed the area of the new
FL -
CAN-
Flow Line
Cable Television Line
buildings.
-x-x--
Chain -link Fence
J'
-o—o--
Wood Fence
® -
Water Meter
--
Overhead Utility Line
EDP-
Edge of Pavement
Total Basin Drainage Area= 442572 sf
FES -
FES
-
Flared End Section
Area Light
On Site Drainage Area= 442572 sf
TW -
TIC -
Top of Walk
Top Curb
A
Off Site Drainage Area= 0 sf
Asph -
As
-
Asphalt
Handicap
Proposed Impervious Area= 250795 sf -
HC -
HC
ECM -
GW -
Handicap
Existing Concrete Monument
Guy Wire
Impervious AF1rea= 56.7%
RCP -
Reinforced Concrete Pipe
CPP
Corrugated Plastic Pipe
CMP
NCGS-
Corrugated Metal Pipe
North Carolina Geodetic Survey
Impervious
p Surface Area
NAD -
N -
North American Datum
Northing
On -Site Buildings= 25600 sf
E -
-
Inv.
Inv.
Easiing
Existing
Invert
On -Site Parking= 32981 sf
-
SS -
PVC -
Sanitary Sewer
Polyvinyl Chloride
On -Site Sldewalks= 0 sf
GP
DIP
DuctalCalcuIra Paint
Ductile Iron Pipe
Other on -site= 900 sf
R/W -
R/W
Concrete
Right of Way
Future= 0 sf
-
MW
MW -
To Removed
Monitoring Well
Off -Site= 0 sf
(L -
Bldg.-
Centerline
Building
-
Existing BUA= 191314 sf
HVAC-
Heating, Ventilation and
Air Conditioning
Total Impervious= 250795 sf
HP -
High Point
LP -
Low Point
0—� -
eeeeeeeeeeeeeeeee
Spill Lip
Drainage Basin Areas
Q /
IPS
Robert Lee Webb, Jr.
& wife Mnnary AWebb
Deed Book 1044 Page 322
Plat Cabinet 2, Slide 178A
PIN 4705-20-6939
Land Use: Residential
PostooDevelopment
Watershed Plan
GRAPHIC SCALE
( D1 FnT )
I Inch - 60 &
R/W
EIP
3022 NC 43 North
ABB Power T & D Company Ina
Deed Bode 1045 Page 27
-- PIN 4705-30-1298
LAND USE: COMMERCIAL
EGM
(n OZ'6LZ M.00,80.641N ECM
E4 j
N W
'O
EIP pO
O
L0
vwn a we. la1
a..e B.eM 7e3 Paps ni i
PH 4ll} 21Fble Q
ImJ Us ewwnua r1
ECM
A
Jose F. Garcia
& Roxano M. Hernandez
Deed Book 1407 Page 841
Lot 14, Benfield Subdivision
Plat Cabinet 7 Slide 25
Land Use: Residential
i
1
�r Q
:l �2 A (n Ln
0.
i Dale G. If i O
i & wife Lecta R. MitzN / ds, •>`
1, Deed Book 1323 Page 1025 i 40
!y
1 Lot 15, Ben6dd Subdivision i ! V ■
I Plat Cabinet 7 Slide 25 i +p / L Q Cfl
1 Land Use: Residential i oe C'0
10 W (� d
-... 66 - ---.. 1 ; O CV
ECM i R. 'EvelFinleyn
Snipes, Jr.
& EvNyn Anne: Snipes Q to
Tract 3, Deed Bode i292 Page 155 Z N
Land Use: Residential J
/ ♦ c o OIF
rn
e� S344 Approved otormwbt:= aArics sr,.ce.e-t,eiat:., E O Q Q 0O
2�00 E i Construction In ae,ca dwrt ance n these documents is O D-' 0 Li
59g.6 i inspired by the a mwater ,permit. North Carolina .� L
i rules require that the stormwater system designer =
ect during cot t, ':a r certify conformity with tit:'. V-
4 plans and specs 10 ce hsi ,ompliance with the iA O O
V♦■
_go �,ii�, stormwater JrGa 7t I PC 2H 1Dat (1)) J _j 0 W
- - ';� _ Permit h! Tr0(¢�- Date B l0 L Z UJ
— Z
Division Water
ter Qua , Ilb�
LLJ
C N
1A' f
_ I g, ECM N -
- w
- - ----- �!"
LLJ
p O
93
i
- --
_.__ C J
0.51 Ac i gp
i
e
e
-
Lj
-
Ac t95
C I4i11 93 j
__Z a
;I,,itnk,,z:
1p-
if Iwo
[�i ii� a r� of WI,1111111111,
'6
���irq•��i^r �i 1eARo�,,
��. ♦ it
Gra eyC 11' l ♦ _
I;; 1' $ co f Ao22608
a
do
1
• 030 a, 5-21- 2010
stet i i 1 1
\,• :;,
3
• •
--_ • _ A ,� v
•
• h
♦ • ' _ � _99
--
• • -- �n
• -107- /r jai In
• / \ft
nyi r
i
err
no
• r lD• �Iri ,
• ♦ o tin ,�� �
♦ = w
' s
Da-6 ftftft
w
6.83 Ac;
' `•" P' _ft ong
Exist � i� ,, --- . J = .� p 03
C
1
Tom
g �naU ; ova-1 1 C.0 =
stria -
acl�/t 8.27 Ac Ra,
y
l4®a SF'�3 SF it O ti
.. Sea ustor ////�!f 1�N / t t
hl/ vice Are.) r17er \
c1
; i - •losing ''lwaw z
• • 1 Q C w
°'It
Proposed Addition rypl _ J2
t I
� � 1
- 01 3 - � O O
-��nnnn
104
105
10--- Q N
- M
ueuimannOii�i9euuuunuuuumenenueunu Iluennunueuunne uuu — ------ IINoII — ------
go — � —
�VlW,�s�44! euunnuuuunuuue� uuuenueeene,uuenueiliri�Inn*
N.C.ALE: ill 60,
1 YHighway 43 DATE: Nov. 12, 2009
(100' Public Right -of -Way) REVISIONS
R/W
1� Dec. 15, 2009
— — —
Q Feb. 8, 2010
0 Feb. 24, 2010
A May 21, 2010
FILE: P090185
CAD: SLB
SHEET: ��-�

0
1IIn
iteC �N
1
_. 'vc, 1
1166
/
�a�11V1
N 4 CVicinity Map - Not
General Notes
INETO
POP. 1.5d
1366
^' 1365
169 VC
62
To Scale
Site Development Plan
J I ABB Power T & D Company Inc
1. This is a General Site Plan and is not to be used for Conveyance, Recordation, or Sales.
2. This Plan is subject to review and approval by the Town of Pinetops.
3. The subject property is NOT located in a 100 Year Flood Hazard Zone per FEMA Map, Panel No. 370091 4704 J.
November 3, 2004.
4. Legal Reference: See Site Information.
5. Property is subject to encumbrances found upon a normal title search.
6. #3302 is a building number (Town of Pinetops, NC)
7. Indicates iron stakes set or found unless otherwise noted.
8. Area computed by coordinate method.
9. All distances shown are horizontal ground distances.
10. The contractor shall be responsible for verifying the minimum building setbacks prior to construction.
11. The surveyor did not visibly see any cemeteries or marked graves in open areas on the site unless otherwise noted.
12. All required improvements shall conform to the Town of Pinetops Zoning Ordinance, latest edition.
13. All Sanitary Sewer lines are to be PVC pipe A-2000 or SDR-35.
14. Water lines are to be SDR-21 PVC pipe.
15. Water lines are to have a minimum of 3 feet of cover.
16. Maintain a minimum drainage and utility easement of 1 Yon both sides of sanitary sewer mains outside of public right-of-ways.
17, Electrical Service and Gas Service is to be underground.
18. The contractor shall be responsible for all work traffic control in or adjacent to NCDOT or Town Right-of-Weys. All methods shall conform with the manual on
uniform traffic control devices (MUTCD) and NCDOT standards.
19. Any relocation of existing electric and/or natural gas utilities will be at the owners/developers expense.
20. Disturbed Area is greater than one acre therfore a Sedimentation and Erosion Control plan approval is rewired as a condition of construction plan approval.
21. The Town of Pinetops is in the NC Department of Water Quality's phase 2 jurisdiction; therefore, the first I -inch of runoff must be treated to achieve 85%TSS
removal and the 1-year 24-hour storm must be detained by a BMP.
22. Any relocation of existing utilities will be at the cost of the developer/owner. The Town will not accept responsibility for damages to curb and gutter or street
improvements if installed prior to underground services, nor will the Town absorb the cost for borings to install underground services, pavement patching, or
damages to landscaping. These will be the responsibility of the developer/owner.
23. Fire protection water supply system including fire hydrants, shall be installed and in service prior to recorcW9 the subdivision, or if no subdivision in involved, the
placing of combustible building materials for structures or combustible pre -tested fabricated building assemblies on the project site or utilizing them in the
construction of building structures. If phased coordination is planned, coordinate installation of the fire protection water system is permitted.
24. Fire Department vehicular access to all structures under construction shall be provided at all times. In areas where ground surfaces are soft or likely to became
soft, hard all weather surface roads shall be provided and maintained.
25. Construction plan approval from the Town of Pinetops shall be obtained prior to construction of any street, water and/or sewer and storm drainage system.
42. Source of water supply and distribution: Town of Pinetops
43. Location and size of proposed water and sewer lines, storm drainage structures are preliminary and subject to approval of construction plans and supp -
supporting calculations.
26. The Disturbed area is greater than 0.5 acres (commercial), therefore, a formal sedimentation and erosion, control plan must be approved by NCl?ENf4+
27. Plan approval is valid for two (2) years from the approval date. .;
28. Copies of all permits and approved plans must be kept on site in a permit box that is conspicuously located and easily accessible during construct; nl:This
includes approved construction plans, approved erosion control plans, encroachment agreements, driveway permits, water/sewer permits. etc. '
29. Topogaphic data shown hereon is from an actual field survey by Mack Gay Associates, P.A. October 2009. Datum was assumed.
30. There are no wetlands on the property and no surface waters that would require a buffer.
f/h/a ABB Transmission Holdings, Inc.
3022 NC 43 North, Pinetops, Number 10 Township,
Edgecombe County, North Carolina
CE-1
CE-2
CE-3
CE-4
CE-5
CE-6
CE-7
CE-8
CE-9
CE-10
CE-11
Developed By
Nashco c/o (Brent Nash
P.O. Box 1320
201 West Willson Street
Tarboro, N.C. 27886
(252) 823-80171 phone
[phone] fax
Owner:
ABB Power T & D Company, Inc.
12040 Regency Parkway
Cary, NC 27,1518
[phone] phone
Plant Manager: Jon Rennie
Sheet Index
- Cover Sheet
- Existing Conditions and Demolition Plan
Site and Utility Plan
- Front Expansion Grading and Storm Drainage Plan
- West Side Parking Grading and Storm Drainage Plan
- Rear Expansion Grading and Storm Drainage Plan
- Erosion Control Plan
- Construction Sequence and Erosion Control Details
- Construction Details
- Water Quality Pond Details
- Post Development Watershed Plan
.o��N CARo<,,�'',
�, •••FESS/� 9 'y
I hereby certify that this project complies
with the ase-II Stormwater Rules. _ :Q SEAL
,#k A� = 022608
Engineer k. •v:
iwk A nRU�jS %%
5- 21- 2010
MACK GAY ASSOCIATES, P.A.
CONSULTING ENGINEERS LAND PLANNERS SURVEYORS
1667 WOODRUFF ROAD
ROCKY MOUNT , NORTH CAROLINA 27804
TELEPHONE: [phone] FAX: [phone]
FIRM LICENSE: *C-0569
Site Information
Total Area of Site:
26.24 Acres
Parcel Identification Number:
- 4705-30-1298
Property Zone:
Light Industrial
Minimum Building Setbacks:
Front = 50`
Side = 25'
Rear = 30'
Height = No Limit
Proposed Building Use:
Light Industrial Manufacturing
Building Area:
Existing:
97,723 SF
Proposed:
6,750 SF (75' X 90' Addition in front)
Proposed;
43,200 SF (270' X 160' Addition in rear)
Total=
147,673 SF
Parking Requirements:
Regular spaces mugit be 10 wide and a minimum of 200 sf.
2 Spaces per 3 employees on the largest shift
+ 1 space per 200 SF of sales or customer service areas
+ 1 space for every service vehicle used in the operation.
1 Handicaped SpacQ per 25 parks.
1 out of every 8 HC Spaces must be van accessible.
4 Loading Boys will be required per Zoning Ordinance.
Total parks provided:
Max. employees on shift = 227.
Customer Service Area = 4000 sf.
3 service vehicles.
Required Parks = (227/3) * 2 + (4000/200) * 1 + 3(service veh) = 174.
7 Handicapped (1 must: be van accessible)
279 Regular Parks
286 Total
Date November 12, 2009
Revisions
Number
Descrlption
Date
Engineer
CAD
1
Grades revised in Rear Area
12-15-09
MAR
SLB
2
NCDENR Review Comments
02-08-10
MAR
SLB
3
NCDENR Review Comments
02-24-10
05-21-10
MAR
MAR
SLB
SLB
4
Storrnwater Permit Revive; Comments
These pans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction. below by the Engineer.
Approved for Construction:
------- --- Dater --
CONSTRUCTION SAFETY:
These drawings do not contain the requirements
for job safety. All provisions for safety shall be
the sole responsibility of the contractor.
EXISTING CONDITIONS:
The contractor shall be responsible for reviewing
all existing job conditions. Any adverse existing
conditions affecting work shown on these drawings
shall be brought to the attention of the engineer for
possible clarification and reconciliation.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws. The owner should have
this document reviewed by his attorney to determine
legal compliance.
C:
r
�A
C&I
P090185 KF

a

Legend
EIP —
Existing Iron Pipe
EIS —
Existing Iron Stake
IPS —
Iron Pipe Set
MNS —
Magnetic Nail Set
PP —
Power Pole
PIV —
Post Indicator Valve
AL —
Area Light
FB —
Fire Equipment Box
CO —
Clean —out
DI —
Drop Inlet
MH —
Manhole
JB —
Junction Box
CB —
Catch Basin
WV —
Water Valve
GV —
Gas Valve
�--� —
Power Pole & Guy Wire
9' —
Fire Hydrant
D4 —
Water Valve
EPK —
Existing P.K. Nail
MBL —
Minimum Building Line
BO —
Bollard
FL —
Flow Line
CAN—
Cable Television Line
—x—x--
Chain -link Fence
—o—o--
Wood Fence
® —
Water Meter
—--
Overhead Utility Line
EOP —
Edge of Pavement
FES —
Flared End Section
* —
Area Light
TW —
Top of Walk
TC —
Top of Curb
Asph—
Asphalt
Pro. —
Proposed
HC —
Handicap
ECM —
Existing Concrete Monument
GW —
Guy Wire
RCP —
Reinforced Concrete Pipe
CPP —
Corrugated Plastic Pipe
CMP —
Corrugated Metal Pipe
NCGS—
North Carolina Geodetic Survey
NAD —
North American Datum
N —
Northing
E —
Easting
Ex. —
Existing
Inv. —
Invert
SS —
Sanitary Sewer
PVC —
Polyvinyl Chloride
CP —
Calculated Point
DIP —
Ductile Iron Pipe
Conc.—
Concrete
R/W -
Right of Way
TBR —
To Be Removed
MW —
Monitoring Well
Q —
Centerline
Bldg.—
Building
HVAC—
Heating, Ventilation and
Air Conditioning
HP —
High Point
LP —
Low Point
—
.Spill Lip
f/k/a —
formerly known as
Elev. —
Elevation
A/C —
Air Conditioner
SF —
Square Feet
RRS —
Railroad Spike
FT —
Feet
LP —
Light Pole
USGS —
United States Geodetic Survey
TAR —
Tar River
PAM —
Pamlico River
Inc. —
Incorporated
■ so
Robert Lee Webb, Jr.
& wife Mary Ann Webb
Deed Book 1044 Page 322
Plat Cabinet 2, Slide 178A
PIN 4705-20-6939
Land Use: Reeidentiol
IPS
3022 NC 43 North
ASS Power T & D Company Inc.
Deed Book 1045 Page 27
PIN 4705-30-1298
LAND USE: COMMERCIAL
Owner:
ASS Power T & D Company, Inc.
12040 Regency
Parkway
Cory. NC 27518
Proposed Parking Lot
Asphalt Surface
Parks are 10' x 20' 1-ypical
Drive Aisle = 25'
' 6' Strip to remain between adjoining
parking bays.
Jose F. Garcia
& Roxano M. Hernandez
Deed Book 1407 Page 841
Lot 14, BernReld Subdivision
Plat Cabinet 7 Slide 25
Land Use: Residential
Proposed Tank
Relocation
Proposed
Asphalt Surface
AL
Site Lighting to be designed by others
Gross
Dale G. Mitzei
& wife Leoto R. Mitzel
Deed Boric 1323 Page 1025
Lot 15, BenfWd Subdivision
Plat Cabinet 7 Slide 25
Land Use: Residential
S3q`
FPLANT EXPANSION AREA
Area)rmer
/i
EIP $ <C
O. d ,
Robert Lee Webb, Jr. \ r
& wife Maryy Ann Webb
Deed Book 1044 Page 322 sus' ECM
Plat Cabinet 2, Slide 178A
PIN 4705-20-6939 to ECM .�// 6750 SF
Land Use: Residential c (A �+ .OZ'6lZ M,00,9'0.64N
N W
N
EIP O ` J )5.
C7 ;
N
Carolyn D. Vick
Deed Book 783 Page, 539
PIN 4705-20-6016 o
Land Use: Residential c ,
g
Site Plan
GRAPHIC SCALE
(IN"u)
1 Inch - 60 &
R/W
R/W
I
'89 Zg8 M„ 00,60.64N
Relocated Saw and
90 Day Building
Pro. Retaining Wall
N
0)
0
A
R/W
N.C. Highway A Q
(100' Public Right —of —Way)
— — R/W
Designate Handicap Parks
and install signage for each Proposed 90' x 75' Addition
park.
R. Finley Snipes. Jr.
& Evelyn Anne Snipes
Tract 3, Deed Book 1292 Page 155
Land Use, Residential
ECM
Q
0.
to
Ln
O
o
o
W
00
r
N
�
■
Qto
QL
O
Z
N
UC:�0v�
Ln
O
OOf
C)
W
♦/�
-O
LI-
V J
�
LL
0
O
J
�
O
W
0
Z
I
(D
N
Z
U)
O
LLJ
rJ
co
0
N
of
co
N
lY
C
W
`-
ZTT
Y
W
O
O
11
U
f/1
LLj
C
O
J
LLj
Q
U
5
i�
1111\IIII IIII/f1j
N CAR , A *022608
C IN
5-21-2010
•
w
ea
s
�
o
L
O
z
CL
.�46
a
fm
=
t
rz
LE
M
W
Q
Z
Q
M
N
SCALE:
1"
= 60'
DATE:
Nov. 12, 2009
REVISIONS
1�
Dec. 15,
2009
Q
Feb.
8, 2010
0
Feb. 24, 2010
A
May 21, 2010
FILE:P090185
CAD:SLB
SHEET:
CE-3

EIP -
Existing Iron Pipe
EIS -
Existing Iron Stake
IPS -
Iron Pipe Set
MNS -
Magnetic Nall Set
PP -
Power Pole
PIV -
Post Indicator Valve
AL -
Area Light
FB -
Fire Equipment Box
CO -
Clean -out
DI -
Drop Inlet.
MH -
Manhole
JB -
Junction Box
CB -
Catch Basin
WV -
Water Valve
GV -
Gas Valve
"-� -
Power Pole & Guy Wire
9' -
Fire Hydrant
-
M -
Water Valve
EPK -
Existing P.K. Nail
MBL -
Minimum Building Line
BO -
Bollard
FL -
Flow Line
CAN-
Cable Television Line
-x-x--
Chain -link Fence
-o-o--
Wood Fence
® -
Water Meter
--
Overhead Utility Line
EOP -
Edge of Pavement
FES -
Flared End Section
* -
Area Light
TW -
Top of Walk
TC -
Top of Curb
Asph -
Asphalt
Pro. -
Proposed
H/C -
Handicap
ECM -
Existing Concrete Monument
GW -
Guy Wire
RCP -
Reinforced Concrete Pipe
CPP -
Corrugated Plastic Pipe
CMP -
Corrugated Metal Pipe
NCGS-
North Carolina Geodetic Survey
NAD -
North American Datum
N -
Northing
E -
Easting
Ex. -
Existing
Inv. -
Invert
SS -
Sanitary Sewer
PVC -
Polyvinyl Chloride
CP -
Calculated Point
DIP -
Ductile Iron Pipe
Cone.-
Concrete
R/W -
Right of Way
TBR -
To Be Removed
MW -
Monitoring Well
CL -
Centerline
Bldg. -
Building
HVAC-
Heating, Ventilation and
Air Conditioning
HP -
High Point
LP -
Low Point
-
Spill Lip
f/k/a -
formerly known as
Elev. -
Elevation
A/C -
Air Conditioner
SF -
Square Feet
RRS -
Railroad Spike
FT -
Feet
LP -
Light Pole
USGS -
United States Geodetic Survey
TAR -
Tar River
PAM -
Pamlico River
Inc. -
Incorporated
R -
Radius
SW -
Sidewalk
LF -
Linear Feet
Existing Industrial
Facility
97,723 SF
(4000 SF Custormer
Service Area)
FFE = 103.46'
W
C
a.
v
c
w
�
w
m
a
w
2
Roof Dr¢k,
o
OO
o
pp
_
0
rc
o
`
o
o
-
o
o.
Q.
X
water Meters
00
Single Roof = >
Roof D.9m
-
n
/ Single Slope Roof = >
Root Dreln All Structures within building
AT SwKch 110x foot print to be removed or
0
relocated.
Single Slope Roof = >
-hoof Whin
Power Bax
AFPower 89
Roof Dr91n
�z
d60
°r S
60
�Oo
9 paa
O
X 103.10
Co
X103.01
102.84
x
102.81
x
Benchmark
Top Nut on
A 102.50 Elev. 104.97
0
x
.s
1a -
e'ry 102.92 �.
oil
■
a
•
LC)
O
l\
T
f\
>
c)
00
I
d
N
�
L
Q
Ln
Q
O
Z
N
U�oo�(y)
r7
Q
�
X
'D
O°�UL�
J
:
Of
O
J
Of
U
rM
W
0
Z
I
Z
co
O
W
O
U
J
C0
0
N
LO
�
cp
O
�
W
�
U
pi
\1
W
00
a_
U�
(n
W
��
U
I-
S
I \
'
102.72 ...... /
102.50 _
102.35--------------------- ----
------------- .�k 5�
/ 5-21-2010
/ \ \
Pro. Saw -Cut �� \\ \
x101.77 \ \
/11
102.22 ^ O\ \ \
102.16
\ \
s V
\ a
C
'OVA 3
Typical PVC
inlip., C H eg
vert=lm.as Drain Pipe
•�
H C Accessible x1ot. s O �_
Roof Drqin / Pro. Swale ®1.14%.=> sW xto1.78 �
i Entrance Exit
/ SW 102.65
1 - Roof Dra4i %5' 70272 X-1D2. CL O L.
/ L �_ U
I I 103.46 103.46 10204 -.��. •� Swale fans out _,
t to sheet flow -- 11=
Invert�101.
102.86 I Invert-102.29 101.97 ��
---`---- I 102-74 6 LF S'PVC x O t
sidewalk I Pro. Swale • 1.147r> 1oz.o 102.47 �� x ta139
-'I-=�k X10294 102.64 O
10208 •O w Z
X102.46 -- _--
- - --_ _
-_-- -. - Sidewalk X102.17
--------- - - - - - -- 102.79 Invert-10222 _
103.22 � ' � 10216 a
---------------- 04 i'� MATCH SW --- •n
- - - - -_ 103.15 x 102.45�102.50
- X102.53 �i 102.68 MATCH SW --_ -
SR
03:24 103.34 Pro, Sid 3'R
i -
102.97
- - ewolk 103.25 10Y' •�
_ _ __ _ _ - ___- -' / MATCH SW i \
Pro. Saw -Cut •� / ---- - \ ■`
1` C
103.40
MATCH SW 103.50
03.78 / / \ \ \ \ i ■�■�
_ - - 10 4 - ,,� JC UJ67 � �\\ �\\ m
- v W
�Q z
Q LV105
N
Front Expansion
/ SCALE: 1" = 10'
Grading and Storm DATE: Nov. 12, 2009
Drainage Plan REVISIONS / i 1 Dec. 15, 2009
/ g Feb. 8, 2010
GRAPHIC SCALE Feb. 24, 2010
fo 0 1s to 90 40 Lj May 21, 2010
FILE: PO CAD:SLB
/ r
h
/i // i inch
- SHEET: ) V r.1111111114
Proposed Front Addition
FIFE = 103.46'
SEE ARCHITECTURAL PLANS FOR
FINAL BUILDING DIMENSIONS AND
FOR UTILITY REVISIONS TO BE
MADE IN THIS AREA.
Single Slope Roof = >
Single Slope Roof = >

0■MKOlm0#140
•uor*f_IIT*
Drainac
4 ;
Ali

CONSTRUCTION SEQUENCE:
1. Obtain Plan approval from the North Carolina Department of Environmental and Natural
1 TEMPORARY GRAVEL
g - CONSTRUCTION (ENTRANCE -
3 SEDIMENT FENCE
"
4
g. TEMPORARY SEDIMENT TRAP
�1*4
Support rape Support post,
to wire to pre. 24'lots bottom
YelTtsagging s;StaketasD�rt
wire
Q
■
8
8' max. standard strength fabric with wire fence
Resources.
2. Notify Land Quality prior to construction [phone].
3. Install the construction entrances and provide erosion control measures as shown on the plan.
4. Install the silt fence around the perimeter of the site as shown on the plan prior to
/-,_
6' max. extra strength fabric without wire fence
- _. a -,- _ -. . -. ••-
(INSTALL 3 BAFFLES)
5'Ln
Qvss-Section 1.2' min. of NCDOT#5 ma,
A
demolition.
5. Install/construct the temporary sediment trap and diversion swales. Seed, mulch and
Steel
P°�
""
or #57 washed stone -------------------------
"" 1T min
L_
_
anchor basins and diversions upon construction.
Pp
�O RO
/
"
.. PksiK. or
wire ties
___-__
3Ni00 cu ft/acre"
Coir mesh or similar, stapled
N
>
d'
I
6. Call for inspection by Land Quality Section.
7. Proceed clearing and activites.
Jg�
ti
�'"•t � e?. 5
.,,»-+� r
or
trenched into bottom or side
O
Cfl
with grading
8. When final disturbed areas that
/
''
. -..
I`
0
d'
grades are established, all
Wire I$-24
in
are NOT to be paved shall be protected from soil erosion
. + . �,.:
fence r
+.f
by means of permanent vegetative cover. See Temporary
and Permanent Seeding Schdule below.
1�Z00,
- mound
>> 1.5' filter
SOMEONE(Q
Q
N
9. Convert temporary swales to permanent swales as shown
on the plans, if applicable.
Mi
_
1 !
fabric
/ ♦
V
>`
O <
Z
J
-
.N.�
10. Remove the temporary sediment trap and seed area.
11. Call for Final Inspection.
S
• � -
g dow,nY•
Ee•then
E"iba^�
O
� Q
p O
O
f�tlMie lydegnchhg
6" MIN. OJxVyF.
24. Filter
Design stttled
1ment r
O
Q
SEEDBED PREPARATION
2-3" 1ti�
fabric
top m":
° j
=
COARSE AGGREGATE �tT
Plan Yiew°sett
p,..
C:
_
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
CONSTRUCTION
Emerg' by-
?
O 0
0
0
O
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
SPECIFICATIONS
4' pass 6'topow
/r
\`
-�
O
O
1'7
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
Wire
- 5' min, settled top of
dam
9
O
Z
I
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUERPHOSPHATE UNIFORMLY
OBJECTIONABLE MATERIAL AND PROPERLY GRADE.
fence
Cross -Section
,^,l ,
_ ��
2'to3.5' �^- " "�"
-
ti 5
�
"
•).
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
View
0~.� t„krz
AND MIX WITH SOIL(SEE BELOW
PLANS, AND SMOOTH.
_ ______
Ground
H X'f'Y�"` _
/r
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLYNOou�
filter
C
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
IF',ter
Steeric Backfift trench
postands d Natural
fabric min.
\�
c0
�
O
N
Ln
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
SUITABLE OUTLET.
thoroo ground
g`y
CONSTRUCTION
Fnrch.•s,.r
O7
:
N
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
5% „H..,m.,,
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE
SPECIFICATIONS
W
r
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
• • , , •,
1. CLEAR, GRUB, MID STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND
ROOT MAT. ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER
�•
Y
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
, • ,
••. • ..'
• • • •4""• • UpSbpe
.REMOVE
AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJEUIONA13LE MATERIAL TO THE
DESIGNED DISPOSAL AREA
Xo e�rf.". are
C
W
Z
MAINTENANCE
- •,' '
I
'-
O
0
LIME, FERTILIZER, AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
•. min ' �"�
.,.,• •; •,•�• $•
•
•,. �•' •'. min
2. ENSURE THAT FILL , AND O FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETANT
L PLACE THE FILL IN LIFTS NOT I
TON, ORGANIC MATTER, AND OTHER OBJECTIONABLE ApTE FILL
TO EXCEED 9 INCHES AND MACHINE COMPACT E. OVER PILL THE. EMBANKMENT 6 INCHES
runs
aa•Te•Ym e
U
�,
�
O
=
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
24, ! .:...�
_
CL
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJEC-
; •,, ,•.��,.
"'• • • •'
"
TO ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BE-
C
W
J
TIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
. t
- a: 43•--"�
TRENC THE RIPRAP THE SOIL FROM PIPING FILTER FABRIC OR A KEYWAY CUTOFFLLJ
O
TEMPORARY SEEDING SPECIFICATIONS
E HE SOIL
TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE AP A
AND THE SOIL EXTEND THE FABRIC
BAFFLES
Between May 1 and August 15, add 40 lb/acre German Millet Prior to May 1
- PLACE THE FILTER FABRIC BETWEEN THE RIPRAP
ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM: OR
Design Criteria (per S&EC Manual)
Or after August 15, add 120 lb/acre rye (grain).
Fall is best for Tall Fescue late winter for Lespedezas. Overseeding Of
2 TEMPORARY DIVERSIONS
EXCAVATE DINGA KEYWAY TRENCH ALONG THE F HERDAM. OF THE SPILLWAY FOUNDATION
EXTENDING UP THE SIDES THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT
The percent Of surface area for each section Of the baffle are as follows:
35%
and
Fr. SIDE SLOPES.
LEAST 2 FT. DEEP 2 Fr. WIDE WITH
-Inlet Zone:
Kobe Les edezas over the fall seeded tall fescue is vet effective. Use
P y
unhulled bermudagrass seed in fall.
p IIr 2'
8 MIN
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE
AREA ON
SEDIMENT cLEANour.
-fITSC Cell: 25%
-second cell: 25%
SOIL AMENDMENTS:
fertilizer to tests, 2,000 Ib / round
I -
COMPACTED SOIL I _
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH SYNTHETIC
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
-outlet zone: 15%
Be sure to construct baffles up the sides of the trap or basin banks so water
Apply lime and apply acre 9
PP Y 9 PP Y
a750
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT MAN A MINIMUM
does not flow around the structures. Most Of the Sediment will be captured in
In -
agriculture limestone and 750 lb/acre acre 10-10-10 fertilizer.
9 /
FILTER FABRICS.
BOTTOM WIDTH OF 3 FT. AND A MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM
the inlet zone. Smaller partical size sediments are captured in the latter. cells.
18" MINIMUM
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18" ABOVE
OF THE SPILLWAY SECTION.
Be sure to maintain access to the trapfor maintenance and sediment removal.
5
MULCH
straw, suitable
O31
�\ 1, i�
THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON
THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED EMBANK-
The dsi n life of the - may need to be replaced more
9 fabric is 6 12 months, but y p
Apply 4,000 lb/acre grain or equivalent Cover of another
` 1V\
CAUSE FAILURE TO THE STRUCTURE.) -
MET. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OULEr STRUCTURE AT A MINI-
often if damaged Or clogged.
mulching material. Anchor mulch by tacking with asphalt, roving or netting.
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
MUM OF 21 INCHES. THE WEIR MUST BE LEVEL MID CONSTRUCTED TO GRADE TO ASSURE
DESIGN CAPACITY.
Construction Specification
Netting is the preferred anchoring method on steep slopes.
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH
1. Grade the basin so that the bottom is level front to back and side to side.
ONLY AT A SUPPORT POST WITH .OVERLAP TO THE NEXT POST.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE
WITH A dw SIZE OF 9 INCHES (CUSS B EROSION CONTROL STONE IS RECOMMENDED) AND
2. Install posts or saw horses across the width Of the sediment trap (Practice
6' TYPICAL- TEMPORARY EARTHEN
MAINTENANCE
Refertilize if is not fully adequate, reseed, refertilize and mulch
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
THE STONE MAY BE MACHINE PLACED AND THE
A MAXIMUM STONE SIZE D I T4 THE VOES.IDS
SMALLER STONES WORKED INTO THE VOIDS OF THE URGER STONES. THE STONE SHOULD BE
6.tee Sediment should b)
3. Steel posts should be driven t0 a depth of 24 inches, Spaced a maximum
growth
immediately following erosion or other damage.
DIVERSION DIKE
SIDE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST INCH LONG, OR
THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT.
of 4 feet apart, and installed up the sides of the basin as well. The top of the
TIE WIRES. .EXTEND
TIE WIRE
9. ENSURE THAT THE STONE SPILLWAY OUTLET .SECTION EXTENDS DOWNSTREAM PAST THE TOP
OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND THE OUTLET VELOCITY IS AC-
fabric should be P inches higher than the invert Of the spillway. Tops of baffles
CONSTRUCTION 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BUSHES,
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
CEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION FLUSH
should be 2 inches lower than the top of the berms.
SPECIFICATIONS STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
SUPPORT POSTS SHOULD BE DRIVEN INTO THE .GROUND. A. MINIMUM OF 18 INCHES.
.WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM
4. Install of least three rows of baffles between the inlet and outlet discharge
NIMUM CROSS SECTION
2 ENSURE THAT
E OUTLETPROTECTION).
(REFERENC6.
less 20feet inh may use 2 baffles.
PERMANENT SEEDING SPECIFICATIONS
MELTS ALL DESIGN REQUIREMENTS. TS.RUCTED
THE DIKE IS NOT LOWER AT
EXTRA STRENGTH FILTER FABRIC WITH 6-FT. POST SPACING DOES NOT REQUIRE WIRE MESH
1DIRECT EMERGE BYPASS TO NATURAL. STABLE AREAS. LOCATE BYPASS OUTLETS SO.
THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
5. Wtlen US ngnpOSCs, ads d a SUppOrt Wire Or ape across top Of the measure
`.�``````r�,C,ARO<!t,,,
,
3. ENSURE THAT THE TOP OF
SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS.
to prevent sagging.
; `� ESS/�
•,
POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
11. STABIUZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
6. Wrap porous material, like jute backed by coif material, over a sawhorse or
'
SEEDING MIXTURE
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE
STABIUZATION).
the to wire. HOmmer tabor into the sawhorse legs for anchoring. The fabric
P 9 9-
Q
t'_
MACHINE REGRADING AND CLEANOUT.
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
should have five Ea ten percent openings in the weave. Attach fabric to a rope
N
A622608
_
SPECIES RATE (LB/ACRE)
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,
B. BACKFILL THE TRENCH WITH COMPACTED SOIL AND GRAVEL PLACED OVER THE FILTER FABRIC.
1z. snow THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT
LEVEL (ONE-HALF THE DESIGN DEPTH) ON THE PUNS AND MARK IT IN THE FIELD.
and a support structure with zip ties, wire, or staples.
_�
c
Tall Fescue 80
UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE
7. The bottom and Tildes of the fabric should be anchored in a trench or pinned;���
Sericea Lespedeza 30
10
MAINTENANCE
ASPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL
with 8-inch efOSl00 Control matting staples.
., ynn ••,,,•,,,.•
Kobe Les edezo
P
MAINTENANCE
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDI-8.
PLACE THE SEDI-
a not splice the fabric, but use a continuous piece across the basin.
u
�ZZ4111A
Pensacola Bahiagross 50
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK ,AND AFTER EVERY RAINFALL. IMMEDIATELY
INPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
MMENT ENT HASTHAACCUMULATE ITOTHE ONE-HALF
H LF THE
DISPOSAL AREA AND REFIRE THE
Maintenance aD
IIRTtCj`%%%%
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
REQUIRED REPAIRS IMMEDIATELY.
CONTAMINATED PART OF THE GRAVEL FACING.
Inspect baffles at least once a week and after each rainfall. Make any required
SEEDING NOTES
1. From Sept. 1 - March 1, Use unscarified Sericeo seed.
CHE::K OUTLETS AND MAKE TIMELY REPAIRS AS (NEEDED. WHEN THE AREA PROTECTED IS
THE RIDGE AND THE CHANNEL TO BLEND WITH THE
SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME IN-
CHECK THE STRUCTURE FROM EROSION OR PIPING. PERIODICALLY CHECK THE -
repairs immediately.
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse,
11
-� 2-09
2. On poorly drained sites omit Sericea and increase Kobe to 30 Ib/acre.
PER".ANENTLY STABILIZED, REMOVE
NATI:RAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. -
EFFECTIVE, REPLACE R PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
DEPTH of THE SPILLWAY TO ENSURE E IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF
THE IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT SLIGHT-
tear, decompose, - -.
become inr�ffec• :L ` _�
3. Where a neat appearance is desired, omit Sericea and increase Kobe to 40 Ib/OCRe.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMIN-
B
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE
ABOVE
d
- Remove sediment dehe
when It reaches u; f ' �ubaffles
ING THE FENCE DURING CLEANOUT.
IMMEDIATELY.
REPLACED IMMEDwTELY.
RE
storage volume for the next rain and to reduce pressure on the baffles. Take
net
NURSE PLANTS
Between April 15 and August 15, add 10 lb/acre German millet or 15 lb/acre
-
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
BEEN. PROPERLY
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SM001H THE AREA TO BLEND WITH THE AD-
care to avoid damaging the baffles during cleanout. Sediment depth should never
exceed half the designed storage depth.
_
Sudangrass. Prior to May 1 or after August 15, add 25 Ib/acre rye (grain).
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING: DRAINAGE AREA HAS
STABILIZED.
JOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
After the contributing drainage area has been properly stabilized, remove all
•
Qbaffle
materials and Unstable sediment deposits, bring the area to grade,. and
SEEDING DATES
POSSIBLE
Stabilize it.
w
BEST
CHECK DAM
Early Spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Fall: Sept. 1 - Sept. 30 Sept. 1 - Oct. 31
A
SOIL AMENDMENTS
Apply lime and fertilizer according to soil test, or apply 3,00-5,000
lb/acre Sudangrass. Prior to May 1 or after Aug. 15, add 25 lb/acre rye (grain).
'1I min. II'
V PIPE OUTLET STABILIZATION
7
g SWALE
.
A
MULCH
o0 min. 0 0000 0° ° r
°o°o°o°o
SEE SEDIMENTATION &EROSION CONTROL PLAN
FOR SIDE SLOPES & BOTTOM WIDTHS.
=
Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable
0 0 0 0 0 0 0°0°0°0°0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
•�
r
mulch: Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set near) straight
P 9 9 Y 9
be as a mulch anchoringtool.
o 0 0 0 0 0 0 0 0 0 0 0 0
o 0 0 0 0° 0 0 0 0 0 0 0 0
°o°o°o°o°o°o o°o°o°ot�o°o°o
o 0 0 0 0 0 0 0 0 0 o
o 0 0 0 0 0 0 0 0 0 0 0
GRASS LINED SWALE OR CHANNEL_
(WITHOUT TEMPORARY LINER).
~
p.
O
Q
can used
0 0 0 0 0
000000000 00000000000000000LET
Filter fabric 0000000 0000000 0
PIPE OUTLET TO FLAT AREA-
_
_
MAINTENANCE
NO WELL-DEFINED CHANNEL
If growth is less than fully adequate, refertilize in the second year,
according to soil tests or topdress with 500 lb/acre 10-10-10 fertilizer.
J2
V
Mow as needed when Sericea is omitted from the mixture. Reseed, fertilize,
A
and mulch damaged areas immediately.
--1 5--I
A A
���
GRASS LINED SWALE
O
t
12" of NCDOT 5 or 57
# #
3do -
WITH TEMPORARY LINER
(STRAW WITH NET).
Z
0
washed stone � 000°0°0 < Class B
O
0 0 0 0 o
Z
DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF
o0aa00000000°o°0°0°o RIPraP
0°°°°°°°O°0°0°°°0°°
Q
��
GRADING SHALL BE TEMPORARILY SEEDED WITHIN 15 WORKING
O°O°O°O°O°o°O°O°O°o°o°0°0 2- 24" max
0
O°a° 000000000° 000° O° 0° 0° 0° O°O , at center
L
DAYS OR 30 CALENDAR DAYS WHICHEVER IS SHORTER.
°
Filter cloth o 0 0 0 0 0 0 0 0 o D o 0 0 0 0 0
000000000o0o0o0o0o000Oo000 0000000000
PLAN
•
PROVISIONS OF PERMANENT GROUND COVER MUST BE
a °
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
ACCOMPLISHED ON EXPOSED SLOPES 21 CALENDAR DAYS,Qb
o°o°o°o°o°o°a°o°o°o°o°0°0°0°0°0°0°o°0°0°o°0
�'- b
I
=
o
SECTION A -A
a
V
AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS, WHICHEVER IS SHORTER.
CONSTRUCTION
-
ROLL OUT STRIPS OF NETTING PARALLEL
�•
TO THE DIRECTION OF FLOW
SPECIFICATIONS
FILTER
�=,.t
L
'EXPOSED' AREAS INCLUDE, BUT NOT LIMITED TOE
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
BLANKET
%8 ••
O
0
FOUM'JATION.
CONSTRUCTION
/
'AREAS CLEARED FOR ROADWAY CONSTRUCTION.
SPECIFICATIONS
'AREAS CLEARED ON RESIDENTIAL BUILDING LOTS.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE' THE DAM ABUTS THE CHANNEL BANKS.
1, ENSURE THAT THE UPGRADE FOR THE .FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES
SUBGRADE TO THE
' MENTS AND OPEN DRAINAGE CHANNELS.
DRAINAGE EASE
AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE
AREAS IN THE SUBGRADE ON
ANCHOR NETTING JOINS STRIPS BY
�E
'SEDIMENT�+p�AND EROSION CONTROL MEASURES (SEDIMENT
3. EXTEND STONE R LEAST E KEEP
FEET BEYOND THE DIITCH BANKS (FIGURE CHANNEL.
THE CHANNEL
DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
IN A 6" TRENCH ANCHORING &OVERLAPPING
r
W
ovER; low WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS
ND
�I
TRAPS, DIVERSION DITCHES, CHES ETC.) AND THE AREAS AWACS E
+
BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS
SHOWN ON THE PLANS.
CONSTRUCTION SPECIFICATIONS
z
TO SUCH MEASURES.
4. SET SPACING
LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIALS FROM THE
5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING THAT
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED
FOUNDATION AREA AND DISPOSE OF PROPERLY.
Q
N
WATER WILL FLOW OVER AND AROUND THE DAM (PRACTICE 6.41, OUTLET STABILIZATION
AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS
STRUCTURE).
EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON FHE
M
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
.PLANS PLUS A 0.2 FT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
DURING SEEDBED PREPARATIONS AND SOD BUILDUP.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE
\
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK
DIAMETER.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY
DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR,
ENTER THE CHANNEL FREELY.
HIGHLY WEATHER -RESISTANT AND WELL GRADED.
-
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP
4. THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE
MAINTENANCE
OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY
SEVERITY OF THE CONDITIONS AND SELECTION OF SPECIES. PROTECT THE CHANNEL WITH
BELOW IT.
MULCH OR TEMPORARY LINER SUFFICIENT TO MATHSTAND ANTICIPATED VELOCITIES DURING
SCALE:
Not
t0 Scale
1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
THE ESTABLISHMENT PERIOD (Appendix 8.05)
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SIDE CONDI-
TIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
MAINTENANCE
SEDIMENTATION AND
DATE:
Nov. 12,
ZOOS
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP -RAP LINER
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION
DURING THE ESTABLISHMENT PERIOD , CHECK THE GRASS -LINED CHANNELS AFTER EVERY
REVISIONS
IN THAT PORTION OF THE CHANNEL (PRACTICE 6.3.1, RIPRAP-LINED AND PAVED CHANNELS).
(PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING.)
RAINFALL. AFTER GRASS IS ESTABLISHED, PEPoODICALLY CHECK THE CHANNEL; CHECK IT
AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY
EROSION CONTROL DETAILS
FILE:P090185
CAD:
SLB
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
MAINTENANCE
IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK 8TA-
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
BILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR
ACCUMULATIONS TO REMAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONED HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTEr
ION FOR THE CHANNEL (Practice 6.11, Permanent Seeding).
SHEET:
=

RUBBER HOSE AT CONTACT POINT
1/4" NYLON CORD
►
WRAP TRUNK OF TREE WITH
y
STANDARD TREE WRAPPING PAPER
(CRAPE) STARTING FROM BOTTOM
WINDING UPWARDS
UNTIE BALLING STRING FROM BASE
OF TRUNK
NOTE:
ALLOW THIN LAYER OF SOIL
PRUNE LOWER BRANCHS OF TREE BACK TO
TO COVER BALL
MAIN TRUNK SO THAT REMAINING HEAD IS
MINIMUM OF 3" STRAW MULCH
IS APPROXIMATELY 1/2 OF TOTAL TREE HEIGHT
DEPRESSION FOR WATER ACCUMULATION
BERM SIZE TO BE PROMINENT
COMPACT OUTER EDGE WITH FOOTPRINT
MULCH TWICE RADIUS
EDGE 1' +�- OF ROOT BALL
.40 PCF GROUND TREATED STAKES
(3 STAKES SPACED EQUIDISTANT)
..
PEEL BACK BURLAP
..
..
k
BACKFlLL 1 PART COMPOST WITH 5
..
PARTS EXISTING SOIL
_
-III—I I I I I
I
—I
COMPACT BACKFlLL IN BOTTOM OF HOLE
TREE DETAIL:
STAKING AND
PLANTING
NOT TO SCALE
TWICE RADIUS OF
2" MINIMUM STRAW MULCH -
11-1 11-1 I M I M I 1 1 I I —
SHRUB DETAIL
NOT TO SCALE
ALLOW. THIN LAYER OF SOIL
TO COVER BALL
ROOT BALL TO BE 1/3 - 1/2 ABOVE
EXISTING GRADE BASED ON SOIL DRAINAGE
IMPORTED TOPSOIL
PEEL BACK BURLAP ON B&B SHRUBS
;Fi �
BACKFlLL 1 PART COMPOSTED BARK
WRH 5 PARTS EXISTING SOIL
COMPACT BACKFILL IN BOTTOM OF HOLE
BEFORE
YOU DIG
CALL TOLL FREE
1-800—
(%k
Z(o
632-4949
NORTH
CAROUNA
ONE —CALL
CENTER
STOP
NOT
I —
LESS
THAN
(2 FT)
I —
SIGN AND SIGN
PLACEMENT SHALL
CONFORM WITH THE
MUTCD (LATEST EDITION).
2
— PROPOSED REGULATORY
SIGNS IN A PUBLIC
RIGHT—OF—WAY SHALL BE
HIGH —INTENSITY.
rn
3
— MINIMUM SIGN SIZE IS
30" X 30".
o
z
F
� v
STOP SIGN - BUSINESS OR RESIDENTIAL. DISTRICTS
CITY OF ROCKY MOUNT 76
DEPT. OF ENGINEERING Fol-2D-03
6" ABC 2" 9.5A
`(SLOPE PER GRADING PLAN)
-APPROVED SUB -BASE
TYPICAL SECTION THROUGH PARKING LOT 4,, DRIVEWAY
(NOT TO SCALE).
Note: Typical paving section thickness to be determined by geotechnical
report.
O
10'
Typical Parking
Space
TYPE R7- 8 OR R7-8A
APPROVED FOR USE UI
G.S. 20-37.6 GENERAL
BOTTOM OF
HEIGHT TO BOTTOM OF SIGN m
WHEN PEDESTRIAN PATH FROM t
CAR TO WALK: PASSES BY OR
UNDER THE SIGN. I
25 Degree —
Tilt Angle
30 Degree
Maxenum Tilt
RESERVEDI
PARKING
^SIGN 1f7-8
OR R7=BA
MAXIMUM
PENALTY —SIGN
$250 R7 8§
`R7-80 PENALTY SIGNS ARE
REQUIRE@ TO ACCOMPANY ALL
R7-8 ON R7-BA PARKING SIGNS
ERECTED AFTER DECEMBER 31, 1990.
FINISHED
GRADE-7
Pole Height= 25'
_aBase Height- 2'
Ruud Lighting (or equal)
Luminaire - CF-3640-M 10DOW PSMH
Pole - PS4S25STBZ
Tenon - PB-2A4
www.ruudlighUng.00rn
Area Light Detail
(Not to Scale)
S
c4
W
p
E
s
YI
d
,Sy
m
W
pp
Y b -
�
K'
u
�
y
6 0
lx
i
m i
R
g
W
In
G
�e
m:cc
Ea
N-
><I
K
Z
O
K+
o
c
o
o
O
£
i
S
U L
U
aJ
x
�
�
o
o
m
9
I
q1
1*0
M
�3
v1
a
s
^
m
r
Q
0
J
a-
O 0.
10CL ax:
u�
o: �o
�CV ao
Z
I—
V)
h
W
m
Z
i
y
J
p
m
O
U
x R
m
O
W
2
J
�xyy
x
1�
Vl
LL
✓✓✓✓✓✓<���HH
�
'1
m
p
Or
Z
Z N
O
G
19 0
Cx
�
u
444
i
WSW.
_
OO( W
♦�
lj�
pp
U
J
ww
1WJ
N
�
O
kitW
7 '
[V
N.
el
fR
;
a
&
R
u
ei
4
n
r
tetN
m
9
W
fJ
a
�
ITI K011735
N
,y,yyy
pp�
y,
iE
J
-,Z-,c
Jr. I ,
x 99
Bfi
tH m m
T,€ 1.0
�. Ue iw
�, pz
ww
§ y
V
5
�I
�4
Z
ytxz3n
ee ®
Q
3
m
_
ono
F.
,
W
z
W
p,-
ao
0
(n
Q f—
W CV
a_
a
U0
0
T
[\
�
/ww
V /
O
I
Z
It
U)
0
U)
cO
L
U�Y0
O
O
r-
X
O
o
d:
G_
N
Q
LL
C/♦\�
U
:
Q
O
J
CD
LLJ
Q
vl
LL
<
Q
U
I
CO
z
W
U
L�
d
J
T
C
Q
A
Q
c
U
U
0
O
N
N
v
w
]
3:z
r-
V
aT
w
0
UU)
C
O
J
LLI
Q
U
N LCA 1111
Ae
9622608
'.,9 •,GIN„r F�•��•
;f A. ROSS
—Island over inlet 11111111w,"
1_4' min --i / 2-8-10
Diversion — —r
Dike 7- 4.._ :.3:1 1.5' min.
�O 1=LIH11 V_
HI
Hold—down stakes ICI I ICI 'eC'
I�I�I� it I I—II-III�I' S
10' s acin I I�I�I�I Inlet III I— I —II —III —III- Iw
a
Plastic I I
P Prugated �1 ICI I" � r.
_r.
= W 0
011111111111
I I � O
ti I • Top of
c1 I /— hand —compacted LR
Stabilize Q / I Top of I-� 4' min. / I fill island) `V
outlet � � b �I' diversion I JT U
0.5 min.
Natural
�l' min.
ground 3:1 E ri
�IIJI 0 =i t
Diversion --4' min. ----I channel
level section
TEMPORARY SLOPE DRAIN 0 I= •� o
DESIGN CRITERIA 9 Figure 6.32a in Erosion Control Manual O .�
Capacity — Peak runoff from the 10—year storm. A V __
Table 6.32a, Size of Slope Drain
Maximum Drainage Pipe Diameter C
Area per Pipe (Acres) (inches) 0
0.75 15 O Z
1.00 18
>1.00* as designed
*Inlet design becomes more complex beyond this size
CONDUIT -Construct the slope drain from heavy—duty, flexible materials such as nonperforated, corrugated plastice pipe or
specially designed flexible tubing. Install reinforced, hold—down grommets or stakes to anchor the conduit at intervals
not to exceed 10 ft with the outlet and securely fastened in place. The conduit must extend beyond the toe of the .slope.
ENTRANCE—Cconstruct the entrance to the slope drain of a standard flored—end section of pipe with a minimum 6—inch N
metal toe plate. Make all fittings watertight. A standard T—section fitting may also be used at the inlet. MO
TEMPORARY DIVERSION— Generally, use an earthen diversion with a dike ridge to direct surface runoff into the temporary M
slope drain. Make the height of the ridge over the drain conduit a minimum of 1.5 ft and at least 6 inches higher than \
the adjoining ridge on either side. The lowest point of the diversion ridge should be a minimum of 1 ft above the top of
the drain so that design flow can freely enter the pipe. 411111111111
OUTLET PROTECTION —Protect the outlet of the slope drain from erosion.
CONSTRUCTION SPECIFICATIONS
DRAFTSMAN: SLB
1. Place slope drains on undisturbed soil or well compacted fill at locations and elevations shown on the plan.
2. Slightly slope the section of pipe under the dike toward its outlet. PLOT SCALE: 1 ° = 20'
3. Hand tamp the soil under and around the entrance section in lifts not to exceed 6 inches.
4. Ensure that fill over the drain at the top of the slope has minimum dimensions of 1.5 ft depth, 4 ft top width,
and 3:1 side slopes. DATE: Nov. 12, 2009
5. Ensure that all slope drain connections are watertight.
6. Ensure that all fill material is well —compacted. Securely fasten the exposed section of the drain with grommets REVISIONS
or stakes spaced no more than 10ft apart.
7. Extend the drain beyond the toe of the slope and adequately protect the outlet from erosion. Dec. 15, 2009
8. Make the settled, compacted dike ridge no less than 1 ft abovel the top of the pipe at every point. Q Feb. 8, 2010
9. Immediately stabilize all disturbed areas following construction.
MAINTENANCE FILE: P090185 KF
Inspect the slope drain and supporting diversion after every rainfall and promptly make necessary repairs. When
the protected area has been permanently stabilized, temporary measures may be removed, materials disposed of property, and all disturbed areas stabilized appropriately. CE=9