SW6070902_APPROVED PLANS_20070928

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE. EVALUATION INSPECTION
DOC DATEC���O
YYYYMMDD

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vonc4mon
-- Flay 211
15
In
General Notes:
This map is not in accordance with 65 41-30.
Area N coordinate method.
Contour Interval = I' based on assumed datum.
There are no visual encroachnents other than those shown
hereon.
The property in located in a Wei -III watershed.
The property Is not located in a FEMA designated flood
zone.
Buildings shown as existing were existing pre 19cI4 and
were existing during the initial survey of the property, they
have since been destroyed.
Boundary and Topographic survey performed by Neal Smith
Engineering on May 18, 2001
Legend:
IPF
= Iron Pipe Found
IRF
= Iron Rod Found
CMF
= concrete Monument Found
pKF
= PK Nall Found
pK5
= PK Nail Set
= Rknt of Way
_Boundary Line
— —
= Adjacent Property ones not Surveyed
— —
= Building Setback Lines
-- ea -
= Existing Contour
—K —
= Approximate Location of Existing Waterline
lop
= 10' Pine (twi
X
= Existing Tree to be Removed
7¢f
= Light Pole
= Utility Pole
OHU
= Overhead Utility
®
= Water Meter
= Water valve
O
= Fire Hydrant
= Waterline
®
= Sanitary Sewer Manhole
SS
= Sanitary Sewerline
SS7
C/
= Sanitary Sewer aA70ut
= Curb inlet
®
= Storm Drain Manhole
CUP
= C.orrugated Metal Pipe
RCP
= Reinforced Concrete Pipe
FES
= Flared End Section
References:
Deed Book 1183, Page 412
Map Book 158, Page 489
Moore County Registry
Owner/Developer
Nlc's Plc KHIK Inc.
PO Box 1206
Lou^inbu^g. Nc 28353
C110-280-3120
Watershed Information:
Watershed = W5-111 (P) Little River
Pre-14Q4 Existing Buildings = I,496 s.f.
Pre-1944 Existing Concrete Walks/510105 = 6-0 s.f.
Pre-1994 Existing Gravel Drive = 496 s.f.
Total Lot Area = 1.16 acresr76665b s.f.
Impervious Surface Area = 4b%
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Site Notes:
j/ \ Site area Is 1.16 acres.
A private residence and accessory structures will be
removed.
`� Proposed is a 3750 91 canvenlence store and 5 fueling
yy Zi,� stations with 2 cars per station.
A Bioretention unit will be Installed to treat the first I' of
I} a� rainfall.
ncinity Map (Not to Scale)
General Notes:
This map Is not In accordance with 66 41-30.
Area by aoordhate method.
Contour Interval = I' based on assumed datum.
Thereareno visual encroacMlents other than those shorn
hereon.
1.
The property In located In a W5•-111-H A watershed.
Property currently zoned B-2
All dhww sloe are to back of curb.
All radii are 5' unless otherwise noted.
Legend:
IPF = Iron Pipe Found
IRF = Iron Rod Found
CMF = Concrete Monument Found
pKF = PK Nall Found
PKS = PK Nall Set
= Right of Way
= Boundary Line
— = Adjacent Property Lines not Surveyed
— — = Building Setback Lines
- v8 --- = Existing Contour
--wr - = Approximate Location of Exist" Waterline
/OF = 10' Pine (typ)
X = Existing Tree to be Removed
= Light Pole
� = utmty Pole
OHu =Overhead Utility
® = Water Meter
Ov = water Volvo
= Fire Hydrant
w = waterline
® = Sanitary Sewer Manhole
5,5 = Smltary 5ewerllne
c = Sanitary Sewer Stubout
a = Gurb Inlet
® = Storm Drain Manhole
CUP = Corrugated Metal Pipe
Rcp = Reinforced Concrete Pipe
FEs = Flared Did Section
Landscaping Requirements:
Along$Iaht of WW Ad Iacent 211
50' Width Landscape Buffer Along Right of Vim
Five Shade Trees For Every 100 of Property Lhe.
Nineteen Shrubs For Every 100' of Property Line.
200A0' Total Length Adjacent to Residential
Number of Trees Required: 10
Number of Trees Provided: 10
Number of Shrubs Required: 38
Number of Shrubs Provided: 40
25' MInlmum Width Landscape Buffer Along Property Line Adjacent to
residential. =
Five Shade Trees For Every 100' of Property Line.
Nineteen Shrubs For Every 100' of Property Line.
368.70' Total Length Adjacent to Residential
Number of Trees Required: 18
Number of Trees Provided: 2q
Number of Shrubs Required: 70
Number of Shrubs Pravided, 70
NOTE: A portion of the required landscape buffer will fall In the
bloretentlon area and plant material will most the bioretention
requirements.
AbuttN side street(Pinewood Street)
10' MInlmum Width Landscape Buffer Along Property Line Adjacent to
Side Street =
Five Shade Trees For Every 100' of Property Line.
Nineteen Shrubs For Every 100' of Property Line.
40255' Total Length Adjacent to Residential
Number of Trees Required. 20
Number of Trees Provided: 20
Number of Shrubs Required: 76
Number of Shrubs Provided: 76
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2' Width Lrndscpaed Buffer
20 Shrubs for every 50' of Property Line.
200A0' Total Length Adjacent to Residential
Number of Shrubs Required: 80
Number of Shrubs Provided: 80
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Bioretention Plantina Reauirements:
Bioretention Area = 0.07 Acres
Minimum Density = 400 steps per acre
Ratio Tree to Shrub = 5.1
28 MinyrAxn Plantings Required
7Trees Required
11 Trees Provided
21 Shrubs Required
23 5hr4z Provided
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11 1 Existing 15'
\ 11 I _RCP
r,
i 1 Bioretention Herbaceous Bioretention Unit
/ 1 O Ground Cover See Sheet C.b
See Plating 6ukde Sheet C6
l Bioretention Shut
Wyged Euonymous
— ra gnus europasus
Bioretention Tree
River Bloch
/ r Betula nkjra
Hall (7YgP)
First Baptist Church of West End
DB 1475. P6 473
Zoned RA-20
Boretention Tree
Willow Oak
Quorcus phellos
�¢
4
Red Maple (Ater rbvW
4
River Birch ( Betulo niara)
3
oundcov
Willow Oak (Gauercus_ ellos)
Ir
Bioretention herbaceous grourhdcover, see plantingqude Sheet G6
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Win 15"gnous PM!Ms europoeus)
7
I Existing Hardwood — --
�_
7
j Existing Pine _ — -"-
0
22 _
114
TLongieaf Pine (Pius polustris) �1
Chinese Juniper (Jun a nn chhenis) —
54
----
Hawtirtle ftrica cerlfera)
154
� Plnxter Azalea (RhOdOdOfY'an audiflomum) ,
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Bioretention Tree I
Red Maple I
Acer Rubrum
Bioretention Shrub I
Wax Myrtle I
- Myrioa cerifera
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First Baptist Ghwrch of West End
DB 126, 'P6 5515
Zoned RA-20
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® F
:k Bioretention Shrub
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Pinxter Azalea
O : R3d Gol�y i Rhododendron dudiflorum Centipede Sod
. ' - • : I . Proposed Y BuilSetback d
Landscape Buffer60(XOLO_
mija s°aaoaix , 22
•• Asphalt Povement(typj-.\ i^ -
_ tN �J j . • See Detail Sheet 0741
•'} 7
I� Y Centipede Sod
i d , Raid. 20' Plpe Bollard (type • . �"�
See Detail Sheet G7
i'
Rod. 50' a r . . �$+ 6'' \ Concrete Dunpster Pad
-With Opaque Fencing Asphalt Pavement(tu�.}-� ��
g See Detail Sheet 0-7_ • /OT,
15, Curb and butter(TYP�' • t ro � �
See Detail Sheet 07
.. il''PwQ �f -• I
Rod. 20' < ' •.' q s W.0,
O A / ' e `. 11 �� 31 Lo ate,' LY
yhg Buffer
Handicap Access Ranp(fYP.J' �
See Detail Sheet G7
o l/, . ' Proposed 6'51dewalk • .\ ; _S
- See Detail Sheet G7
Concrete �' t
Rod. 50'(:::O:
�V •: Premium C - ?
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0C2GM- �— o
. Buffer I i .. Regular { O Ule e177,
.f
AP
-OHU -OHU OHU OHU— OHU OHU OHU- 3rO'W-GHU-402.58' OHU - -- !,`S �14
punamand Mvs&M Q50m RM
GRAPHIC SCALE
20 O 10 20 40
( IN na )
1 inch - 20 fir
SON LayoW
Scale, I'=20'
C+V
S35'55'23"E
5.28' to IPF
bra North
Per NAP 83
References:
Deed Book 1783, Page 412
Map book 135, Page 48q
Moore County Registry
I Owner/Developer
I Nlc's Plc Kwlk, Inc.
PO Box 1206
I Lou•hburg, NG 28353
q10-280-3120
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Watershed Information:
Watershed = WS-III (HGWV Little River
SUA Golculatiors
Area of Proposed Bulldlngs = 3,750 s.f.
Area of Proposed Asphalt/5kiewolks = 36,321 s.f.
Total Lot Area = 1.76 Acres/76k65b 51.
Impervious Surface Area = 52.3%
Parking Req�uirments:
0
g Use: Enclosed Retail Sales/Convenience Store
I Space per 300 S.F. of Floor Area
3 S.F. Floor Area = 13 Spaces
13 Spaces + 10 at Fueling Stations
= 23 Space Provided
Spaces
Required
iHandicap �
I space Provided
Handicap signs to meet State aid Federal
Requirements
Orainaae Easement Note.
Drayage easement will Include all the
applicable Items required by the State of
North Carolina Department of Environment
and Natural Resources -Division of NOW
G3uallty; Sectlon IV of the Stormwater
Management Permit.
Revised 4-24-0-1 BGW
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Site Notes:
51te area is L-16 acres.
A private residence and accessory structures will be
demolished.
Proposed Is a 3750 s.f convenience store and 5 fueling
stations with 2 cars per station.
A bioretention unit will be installed to treat the first I" of
rainfall.
I
•hchmn( reap (Not T.o moiei
General Notes:
This map is not In accordance Hlth H5 47-30.
Area by coordinate method.
Contour interval = I' based on assumed datum.
There are no visual encroachments other than those shown
hereon.
Limits of Disturbance: 1.36 acres
The property in located in a W5-III-HGH Hatershed.
Property currently zoned 5-2
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Legend:
IF = Iron Pipe Found X
IRF =Iron Rod Found /
GMIF = concrete Monument Found
pKF = PK Nall Found
PK5 = PK Nall Set
-- - - - = Rim of Hay
Boundary Line11
— — — = Adjacent Property Lines not Surveyed I!
— = Building Setback Lines II
ey --- = Existing Contour ll
—wc = Approximate Location of Existing Waterline
lop = 10" Pine (typi
X = Existing Tree to be Removed
A'X = Light Pole
A = utility Pole
ovu = Overhead Utility
® = Water Meter 1
r► = Water Valve
= Fire Hydrant
w = Waterline '
© = Sanitary Sewer Manhole
SS = Sanitary Sewerlins
Z0 = Sanitary 5eHer 5tubout
Cr = Curb Inlet I
= Storm Drain Manhole /
CUP = corrugated Metal Pipe
Rcp = Reinforced Concrete Pipe
FES = Flared End 5ecton
HP = High Point
TS = Top of 51dewalk
Tw = Top of Hall
.75 = Spot Elevation i
• = Limits of Disturbance
i • = Roof Drain /
References:
Deed Book 1783, Page 412
Map book 138, Page 48q
Moore county Registry
OwnerMeve toper
Nlc's Pk: KAW, Inc.
PO Box 1206
Lourhburg, NG 28353
qlO-280-3120
Watershed Information:
Hatershed = H5-III-HQH Little River
BUA Golculatlon5
Area of Proposed Buildings = 5,150 s.f.
Area of Proposed Ashpalt/51dewalks = 36,321 s.f.
Total Lot Area = I.76 Acresl16665.6 s.f.
Impervious Surface Area = 52.3%
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Per NAP 83
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First Baptist Church of West End
DB 1475. PG 4-0
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Zoned RA-20
First Baptistch of Hest End
'
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DB 126 PG 558
'
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Water Quality Boretention
Zoned RA-20
ll
Top of Overflow Heir = g250'
Top of Boretention Surface = 112.00'
'
'
11 Existing 15"
Boretenton Surface Area Required = 5,130 s.f.
-- ----
ll
� Rcp
Surface Area Provided = 3,130 s.f.
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Hater Quality Volume/Storage = 3,325 c.f.
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First Ba ti5t Ghurch of West End
DB 1415pP& 473
See Detail Sheet C6
/Curb Inlet MrP)
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Zoned RA-20
See Detail Sheet 07
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It
Rim: g7.25' -
0
9 Invert In: g4.31'
'
-----------
- -- ---- ----
9225 Invert Out: g4.27'
9J25
Limits of Disturbance--
_
N53'12'22"E
L
92
26 70'
'
Inverts g3b7.
4.50
In.�
23gp�
/
Its
93
_
TW
Curb Inlet
.92.50
94.50
Shines
See De Cl
- — -Rims 971.12' -
— -
3
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Invert In: g3.8T
989.
Invert Out: g3.77
3' Landscape Buffer
98.25 _g
y— ! Wing
-Tw
98.25 7
secl,
�
116 LF 15" RCP
.
-. Slope 05%
' 4
9Z25
9Z 12 9 .9
I Building Setback
. -
e •] g �-
P 9Z9
100 LF 15" RGP •• :
Slope Ob%
.
97
a•
96.30
'
96
9.56
ti ti -
Curb Gut,3'
— .•
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HP 9Z7
9B 40 •
cz
C 98.
9840
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C98.6,
987
•
- 4" Roof Ora .:
(1YP) ga snl
b' Concrete 51dewalk
�©vQ
b" PVC, Roof
Drainage (TYP) -
See Note A
•
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C • -
• '� /.� 98.25- •' C—re
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98.50 a� 'Z.� .d 9B 5 -
_ Buffer
yl �- c 99.5 P 9a9 0 Regular 0 Dt�sel A
9.
N '37'00'E
nRF OHU OHU OHUOHU OHU OHU
OH
•
Grate hail
� %p
.
hoot
See Detail Sheet G7
RIM: g7.75'�
_a
Invert In: 94AV
Q50 RM
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GRAPHIC
SCALE
20 0 io 20
40
LO
( D1 FEET )
1 inch - 20 ft.
ST adhoo sand Dr>��am
Scale: 1"=20'
011FA Plan
_ 112 LF 15" RGP
51ope 05%
Grate Inlet (TYPJ
See Detail Sheet 07
Rim: g755'
Invert In: g4.43'
C 989
/71 s.>e
c+7F
�(_ __ __ __ ___ _ __
1W
523"E
5.2828'to IPF
Ernest G. Hancock
DB 480, P6 828
Zoned RA-20
Note A:
Roof Drainage Hill maintain a
minimum slope of 2% and Hill be
b" PVC.
Revised q-24-07 BGH
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0700502
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General Notes:
This map Is not In accordance with 65 41-30.
Area by coordhate method.
Contour Interval = I' based on assumed datum.
There are no visual encroachments other than those shown
hereon.
Property currently zoned B-2
This property does not fall In a FEMA designated flood
plain.
Narrative:
The site consists of a 1.16 acre lot on which a private residence
existed.
Construction of a convenience store and fueling stations are to
occur on lot.
5tornw4ater will be diverted to a sediment trap located on the
north-western corner of lot.
All erosion control measures will remain In working condition until
site has been stabilized.
Legend:
IPF
= Iron Pipe Found
IRF
= Iron Rod Found
CMF
= Concrete Monument Found
PKF
= PK Nail Found
PK5
= PK Nall Set
= Right of Way
= Boundary Line
— —
= Adjacent Property Lines not Surveyed
— —
= Building Setback Lines
—ya---
= Existing Contour
= Approximate Location of Existing Waterline
--- L
lop
= 10" Pine (typi
X
= Existing Tree to be Removed
7Qf
= Light Pole
=Utility Pole
oHu
=Overhead Utility
®
= Water Meter
M
= Water Valve
= Fire Hydrant
w
= Waterline
®
= Sanitary sewer Manhole
ss
= Sanitary 5ewerllne
SSO
= Sanitary Sewer 5tubout
u
= C.uxb Inlet
®
= Storm Drain Manhole
GMP
= cofYYl cl Metal Pipe
RLP
= Reinforced Concrete Pipe
FES
= Flared End Section
f-TD —
---5F
= Temporary Diversion Swale
= 511t Fence
= Disturbance Limits
References:
Deed Book 1183, Page 412
Map book 158, Page 48q
Moore County Registry
Owner/Deve lover
NII Pk: Kwlk, Inc.
PO Box 120q
LourWwrg, NC 28353
q10-280-3120
CEpoBooR 00RUN Nan
Scale: 1"=20'
Revised q-24-01 ECW
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construction 5pciallcatiors,
I. Grade the basin so that the bottom Is level front to back and side to skis.
2. Install post or saw horse across the width of the sediment trap.
3. Steel should be driven to a depth of 24 inches, spaced a rrmmchmm of 4 feet apart, and
I. Glean, chub and strip the area under the embankment of all vegetation and root mat.
Face high
posts
installed up *::kiss of the bash a5 well. The top of the Fabric should be b Inches higher than
remove a(i su loll contalnhg amounts of organic. matter and stockpile or dbpo.,e
construction
:�2mlfications:
the invert of the spillway. Tops of baffles should be 2 Inches lower than the top of the berms.
2. Ensure that fill material for the ar bakmant Isoody free of roots, wvegetation,
4. Install at least as rows of baffles between the inlet and outlet dlscharge point. Basis less
than 20 feet In length may use 2 baffles.
agaiic matter., and other objectionable material. place the fill In lifts not to exceed
9 inches and machine compact It. over fill the embankment b Inches to allow for
Ptionn using posts, add a support wire or rope across the top of the measure to prevent
settlement.
s5.
3. construct the outlet section in the embankment. protect the correction between the
b. NFap porous material, like acoN Jute backed by material, over a sawhorse or the wire.
top
r�irap and the soil from piping by using filter fabric or a keyway cutoff trench between
hammer rebar into the sawhorse legs for ancharig. The fabric should have five to ten percent
the rlprap structure ad the soil.
� In the weave. Attach fabric to a rope and a support structure with zip ties, wire, or
- place the filter fabric between the rip opI d soil. extend the fabric
a
stapes•
across the soil" aid sides to the top of the dams or
7. The bottom ad skies of the fabric should be anchored n a trench ar pined with 8-nah
- excavate a k trench a" the centerline of the spll" foundation
erosion control matting staples.
8.
a In9 up the s to the he of the don. the trench should be at
d2
Do not splice the fabric, but usa a continuous piece across the bash.
least ft deep ad 2 ft wide with Is sloe slopes.
4. clear the pond area below the elevation of the west of the Spill" to facilitate
sediment clearout.
5. All cut and fill slopes should be 2,1 or flatter.
Inspect baffles bast once a week and after each rainfall. Make any required repairs
b. Ensure that the stone (dra ) section of the embankment has a minimum bottom
width of 3 ft and maximum side slopes an
es of III that extend to the bottom of the spillway section.
Immediately.
7. construct the minimum finished stone spillway bottom with, as shown on the plan, with
Be sure to maintain access to the baffles. Should the fabric of a baffle toll ��'
2d side slopes extending to the tap of the over filled embankment. keep the thickness of
the sides of the spill"t� at a mIninm of 21 Inches. the weir must be level
decompose, or become ineffective, replace It Immediately.
and constructed graaydeo to assure
cbeeaa small
8. Material used in the stone section should -grated mixture of stone with a d50
Remove sediment deposits when It reaches half full to provide adequate storage volume for the
size of 4 Inches (class b erosion control stone is recomm andoW ad a maximum stone size
next rah and to reduce pressure on the baffles. Take core to avoid damaging the baffles
dung Sediment depth half the deslgnecd
of 14 Inches. the store may be machine placed and the smaller stones worked Into the
clearmt. should never exceed storage depth.
voids of the largo atones. the store should be hard, kr, and hkhlu weattner�esbtrnt.
4. Discharge Inlet water Into the basin h a marrrer toe vent aresidn Use temporay slope
After the contributing drainage area has bee properly stabilized, remove all baffle materials
d"ahe or dversioss with outlet protection to divert sediment -laden water to the upper end
and astable sedh it; deposits, brig the area to grade, and stabilize It.
of the pool area to Improve bash trclo efficler"
10. Ensure that the store spillway outlet section extends downstream past the toe of the
INLET FLOW
embankment until stable cwditlore are reached and outlet velocity is acceptable for the
keep the
receiving stream. the edges of stone outlet section flush with the surrounding
ground ad shape the center to confine the outflow Strom.
II. Direct emergency to natural, stale areas. locate bypass outlet so that flaw
w111 rot dosage the
12. Stabilize The embaknI nt ad all disturbed areas above the sediment pool and downstream
1 `
from the trap Immediately after construction.
BaFfles(typl
Inlet Zone
13. Show the distance from the top of the spillway to the sediment cleaiout level (one-half
the design deptW on the pins trend mark It In the field.
lilii{{i
3M of surfoce area
14. Install porous baffles as specified In Practice 6b5
FYyt �h�mb�
•Face
Malrdenance
Inspect te�� cry sediment �'ap� after each period of "Ificant rainfall.
the trap to dMeslone
25% of area
remove sediment and restore Its original when the
I { I 1 { I 1
sediment has accumulated to one-half the deskin n depth of the trap. place the
sediment that Is removed In the designated disposal a -so ad replace the
contaminated part of the gravel facing..
Second
f
25% o�aea
check the structure for damage from erosion or piping perkxUcaliy check the
depth of the spillway to ensure It is minimum of 1 ft low the low point of
-
-
the embarkment. Immediately fill any settlement of the embarkment to slightly
above design grade. any riprcp displaced from the splllway must be replaced
outI�Of
Immmedlatly.
9lrfaae area
After all seciliment-producinInqq areas have been permanently stabilized, remove
the structure and all ustabfe sediment. smooth the area to bled with the
adjoining areas and stabilize property.
Design settled tap
Got mesh or sk Nlkr, stapled or
trenched Into bottom or side
BAFFLE
Temporary Sediment Trap = affle Detail
. •JF-
s• �i,
1
12' min. of NGDOT 05
or 057 washed store
fl1��c •:-'•t
�1 C��inl o C
Scale : None
Gross section
Heir Length Varies
See Plan
2,i skis
slope max.
III side
3' mil. elope Max
Stone section
ivy Sador snIR TG'c
Notes: Applicable at all points of
ingress t egress until site Is
stabilized, Frequent checks of
the device and timely
maintenance must be provided.
recessay; some Mahtennaoe,
E. Any material which still makes It Maintain the gravel pad in a condition to prevent
onto the road must be cleaned up mud or sediment from leaving the construction site.
This may require periodic topd^esshg with 2-Yoh
stone. After each rainfall, aspect any structure
used to trap sediment ad clean It out cis necessary.
immediately remove all objectlonable materials spilled,
washed, or tracked onto public roadways.
7cBMpc
Scale : None
C�r�adc�� C�o���rr�c��oo� C���rra�oc� Dc��aoU
Overfill 6-
for settlement
Emergency
6�ibe�low
settled top
nnotwal of aim
gaud
IOWao0
Construction 5pecfficatlons:
I. Ensnxe that the subgrode for the filter and riprap follows the required lines
and odes shown h the pier compact any fill required h the subgrade to the
dens of the surrounding undisturbed material. Low areas in the subyrade on
undisturbed sou may also be filled by increasing the rlprap thickness.
2. The rlprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punchai�ag or t Iec ring dung installation. �i• cry dthsagdeamby
creo. A(( the
r cuing �ohksplsshhould ap a1eminH nloF I ft if the damage is
extensive, replaaa-the entire filter cloth.
4. Rprop may be placed by equipment, but take care to avoid damaging the
filter.
5. The minhun thickness of the riprap should be 15 times the maximum stone
diameter.
b. Riprop may be field stonerry or rough quastone. It should be hard, angular,
In" weather -resistant and well graded.
7. Gonstruct the apron on zero grade with no overfall at the end. Make the top
of the riprap at the downstream end level with the receNhg area or slightly
below it.
8. Ensure that the a on Is property al with the receiving stream and
preferably straight khroughart 91eS I . if a curve is needed to fit site
4o dltlo s, place It In the upper section of the apron.
4. immedlateiy after construction, stablllze all disturbed areas with vegetation.
Maintenance,
Inspect riprap outlet structures weekly and after significant (12 Inch or greater)
rainfall events to see if any erosion around or below the riprop has taken place,
or If stones have been dislodged. Immediately make all needed repairs to
prevent further danage.
do
L=af
W = apron♦ with
3 x pipe dia. min
D = apron depth
Scale: None
HO M
See sheet G4 for dimensions
I. L is the length of the rlprap apron.
2. A filter blanket or filter fabric should be
Installed between the riprop and soil foundation.
-- L
Islope O %
SECTION A -A
Do��
construction Specifications.
1. Remove ad properly dispose of all trees, brush, stumps, and other
Objectionable material.
2. Ensure that the minimum constructed cross section meets all design
requrenennts.
3. Err are that the top of the dike is not lower at any point than the
design elevation plus the specified settlement.
4. Provide sufficient roan around dNerslois to permit machine regrodig
and cleonout.
5. Vegetate the ridge Immediately after construction, unless It will
remain in place less than 30 working days.
Maintenance,
Inspect temporary diversions once a week and after every rainfall.
immediately remove sediment from the flow area and repair the diversion
ridge. ca Nily check outlets and make timely repairs as needed neon
the area protected Is permanently stabilized, remove the ridge and the
ctxi nsi to bled with the natural ground level ad approprlately stabilize
It.
Tamnarrairw Dowsrraoon Bmdo DsWH
Scale: None
Flow
HarrrraIRodo
C(OnWrrUCIRoon Sequence Reardon o a o (SCO ooasona
Site Is located on U5 Hwy. 211 In West bid,
I. Obtain plan approval and other opplkable permits.
2. Flag the work limits and mark the buffer area for protection.
Permaent 5eedina
80 b/acre cannon hulled bermuda (mar I- now I)
North Gcrolha. Construction of a 3,750 sf
3. Hold preaonstrvction conference at least one week prior to
80 b/acre cannon urbulled bermudo (nov I - mar I)
single stay convenler" store aid a 1,17b
Statig construction.
4.
4000 Ile/acre limestone
sf self-contained ccr wash. The total
Install sedhrent traps, diversions ad slit fence as the first
1000 b/ours 10-10-10 fertilizer
disturbed are Is 1.36 acres.
construction activity.
5. Install temporary gravel construction entrance/exit.
500 lb/acre 0-20-0 superphosphate
4000 Ile/sae straw mulch
b. Install tenporary inlet protection as inlet structures are Installed.
Anchcr sI by tacking with asphalt
7. Have aced. inspector check Installed devices so that a grading
permit can be Issued by the Inspector.
IOMI22 ay ` sling
8. Rough grade site.
40 b/acre germar millet (may I-oug 15)
4. Finish the slopes as soon as rough grading Is complete. Leave the
120 b/acre rye (gran) (ag 15-dec. 30)
surface slightly roughened and vegetate ad mulch Immediately.
10. complete final of to be
50 Ib/acre kobs lespedeza (jai I - may 1)
grading grounds, all areas seeded ad
2000 b/acre limestone
en'ma
sect
1000 b/acre 10-ID 10 fertilizer
I. All ll erosionvaad of practices w111 be inspected weekly
and after rainfall events. Needed repairs will be made immediately,
Seeding Preparation
12. Pursuant to 65. II3A-57(2) the ogle for graded slopes and fills
shall be no than the that be by
Rip the crea to be seeded 4-6 inchas
greater ogle can restrained
vegetative cover or other adequate erosion -control devices or
mhtmum. Remove all loose roots, rocks, etc.
Leaving surface smooth and uniform.
structures. In any event, slopes left exposed will. within 21 calendar
days of completion of any phase of grading, be planted or otherwise
io.k line and fertilizer Into to soli.
provided with temporary or permanent ground cover, devices, or
Hater
structures sufficient to restrain erosion. Pursuant to 65. 113A-57(13),
A minimum of I Inch of rainfall a week(If not supplied
provisions for permanent ground cover sufficient to restrain erosion
must be for
naturally, contractor shall amsu�ppply the remaining amount
until has been estcbllshecU,
accomplished all disturbed areas within 15 working days
guild
or 60 calendar dap (whichever Is shorter) following completion of
Maintenance
construction or development.
13. Site must be stabilized priorto removing erosion -control
in
In well maintained areas, refertllize in the
NGDENR has the right to have contractor/owner• to replace or Install
devices If the site Is not stabilized.
second year unless growth is fully adequate.
�I.g Is not necessary. Reseed, fertilize, and
mulch damaged areas Immecllately.
Steel posts o WOG. Max. 5pachy(5min.
Gonstrvctlon Specifications:
re support fence (I" wire')
ry
idiom fabric
1. construct the Sediment barrier
wr OF standard strength or extra strength Synthetic
filter fibers.
t
ttom of wire fence and
X
filter fabric buriexcavated ed h a
2. Ensure that the height of the sedhrent fence does not exceed 24 Inches above
trench
8'Dpx4'Wd.Temporary
the ground surface. (Higher fences may Impound volumes of water sufficient to -
_
diversion Swale
cause failure of the structure).
-
- -
-09�
3. Crrct onsbthe filter fabric from a continuous roll cut to the length of the bawler
11-
11
Steel post driven
to avoid joints. Wren joints cre, necessary, Securely fasten the filter cloth only at a
24' into groud
support post with 4 feet minimum overlap to the next post.
4. Support standard strength strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the bottom of
the trench. Fasten the wire reinforcement, then fabric on the upslope, side of the
Maintenance:
fence post. Wire or plastic sup ties should have minimum 50 pound tensile strength.
Inspect sediment fences at least once a week and
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
after each rainfall. make any required repairs
Immediately.
Support posts Should be driven securely Into the ground a minimum of 24
Should the fabric of a sediment fence collapse, tear,
b. Extra strength filter fabric with b feet post spacing does not require wire meshO"p°se
or become ieffectNe, replace It
promptly.
Support fence. Securely fasten the filter fabric directly to posts. Wire or plastic
zip ties should have mhhum 50 pound tensile strength.
Remove sediment deposits as necessary to provide
7. Excavate a trench approximately 4 Inches wide and 8 Inches deep along the
Proposed the of posts and upslope from the barrier.
adequate storage w for the next rain and to
red" pressure voths fence take care to avoid
undermining the fence during cleanout.
8. Place 12 Inches of the fabricc along the bottom and sloe of the trench.
Remove all fencing materials and astable sediment
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough
compaction of the backflll is critical to slit fence performance.
deposits � � bring� drain area � �nade and stabilize It
properly stabilized.
10. Do not attach filter fabric to exist" trees.
Tamparrarry
SOUN Fonds
DOIRSOH
III-III=1 I I=1 I
Filter blanket 1 4.0' Max
} 14-6uage Hardware cloth
I ' 1/4' Mesh Openings
Dc��ao� Fa>rla 0 0
Ee: ieEee39eleEeEeeeeleeiee9EeE
' .. Ee B ie a eeee a ee'eeEeieeE eeeeei''
I •
-lli��illl�lllll=ll�-ii•
Min.
Oil 4..
Scale : Now
b' Steel
'r- Posts
#5 or e57 store
Excavate for Sediment
capture
Buried Fabric
moo°
Note:
Block and Gravel protecton T any sediment
to be used after the street, P
are paved and prior to sedheent -
stabllization of adjacent I'Min. J
areas. 21 MOD -_
concrete Block
d Construction Specifications: -"1IUZ
Gonsttlon 5pecffkatione: Ply
rucI. Loy one block on each side of the structure 11
on Its side on the bottom row to allow pool
1. Ihfformly grade a shallow depression Maintenance: drayage. The foundation should be excavated
the Inlet. Inspect sediment fences at least once a week and at least 2 Inches below the crest of the storm Maintenance:
after each rainfall. make any required repairs drain. Place the bottom row of the blocks against
2. Drive 5400t steel posts 2 feet Into the Tound immediately. the edge of the storm drain for lateral Support Inspect the barter after each rain
Surouding the Inlet. Space posts evenly around Should the fabric of a sediment fence coil and to ovoid washouts when overflow occurs. and mace repairs as needed.
the apse: �, If needed, give lateral to subsequent
perimeter of the inlet, a maximum of 4 feet repdecorrlpoSe lace i�becomeevery bp f tIva, replace It promptly. rows�k ^�ng 2x4 � through Rive sediment as necessary to
3. Surround the Remove sediment deposits provide adequate storage volume
cure necessary to provide for subsequent rains.
Ponis with wire mesh hardware cloth. adequate storage volume for
the next rain and to 2. Carefully fit with
I/q hardware cloth or comparable
Sethiswire mash to the steel posts at the reduce pressure on the fence. take care to avoid wire mesh with I/2-inch opening over all
top, middle and bottom. Placing a 2-Foot flop of block o to hold aver in lace. Yihen the contributing drainage area
the wire mesh under the gravel for anchor undermining the fence during cleanart. Pe" gravel P InQ9e
g' lily has been adequately stabilized,
is recommended. Remove all fencing materials ad astable sediment 3. Use clean Tavel, 3/4-to I/2-inch In remove all materials ad any
deposits and brinngg the area to grade ad stabilize diameter, placed 2 Inches below the top unstable sou, and either Salvage or
4. Place clean gavel 05 or a57 stone) on a 2,1 It after the contrbutiig drainage area has been of the block on a 2:1 slope or flatter and dispose of It properly. Bring the
slope with a height of ib Inches around the sure Properly stabluzed. smoothi It m� even made. DOT s57 Hashed disturbed area to proper grade,
and smooth to on even grade. then smooth ad compact it.
under It. 4. If onlyStone and gravel are used, keep the slope Appropriately stablllze all bare
in Note: Bottom of filter fabric must be placed toward the Inlet no steeper than 3,1. Leave a min. around the islet.
trench and Secured by either 1-ft. wide level stone area between the structure areas
backfiilhg with soil material and and crowd the inlet to prevent gravel from
tamping or by placing washed entering Inlet. On the slope towarthe inlet, use
stone to a height of b- above 3 Inches In diameter or lager. On the slope away
ground level. *5washed stone) at a3gravel
minimum thickness of I ft.
Temporary Wet prrotac don [OWE 0
Scale: None
Revised-3/05/01-Added Baffle/NarratNe-BGIV
Revised-4/15/07-revised per ,pq
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DRAWINs KEY,
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I. Install all sediment and erosion devices prior to beginning construction of the boretention unit.
2. Grade site to elevations shorn on plan. If applicable, construct curb openings OnWor remove
replace existing concrete. All stormwater entrances to bioretentkxn unit should be blocked or
other measures made to prevent drainage from entering construction area.
3. Stabilize grading within Limit of Disturbance except for the boretention area.
4. Excavate bloretentlon area to proposed invert depth aid sccrlfy the existing soil surfaces,
taking care not to compact the Insist materials.
5. Install underdraln system and observation wells, If specified.
6. Backflll bloretentlon area with sand bed and then planting soil.
1. Wet down the plaiting soil prior to planting vegetation to allow for settlement.
8. Excavate or fill to achieve proper design grade, leaving space for the upper layer of mulch
that will bring the surface to final grade.
9. Plant vegetation.
10. Mulch and Install erosion protection at entrance points. Remove sediment control measures
or entrance blocks with Inspector authorization.
Vlsually Inspect and repair erosion monthly.
Check pH yeo^ig and apply limestone accordingly.
M
Re -mulch any void areas by had as needed.
Remove previous mulch layer and apply new mulch layer once every two to three years.
Add fresh mulch every 6 months, in the sprig and fall.
PLANTS
Immedlately after the completion of cell construction, water plant material for 14 consecutive
days.
Remove and replace all dead and diseased vegetation considered beyond treatment twice a
year.
Treat all diseased trees and shrubs as needed and using the least toxic methods.
Replace any deficient stakes or wires as needed.
Replace support stakes once a year.
q �A
Goneflower-Echinacea pupurpeo-seed at a rate of 12lbs/acre.
Dayllly4iemerocallls spp.- plant I per 3 square feet of surface area.
Creep" Blue Star-Amsonla cnla"lait I per 3 square feet of surface area.
Herbaceous groundcover shall be planted after tree and shrub plantings and
prior to the addition of mulch.
Area for Daylllles (TYPJ_,
©17
P - o-
a
Area for Creeping Blue Star (TfP) /
area to be seeded with Gonef loner
Proposed Grade
5:1 Max.
Plaiting Soil
Mulch Layer and
Ground Cover
6- Maximum Pordirng Depth
Elevation 5g250'
Elevation 512.00' Top of Plantig Soil
a Q
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f
;t
_ Elevation 588.00' Bottom of Planting 5011
10
oonala �0 11L � 00o
5ol�l rpeclflcatlons:
The soil mix should be uniform and free of stones, stumps, roots or other similar material greater
than 2 Inches. It should be homogenous soil mix of 85-88 percent by weight sand, 8-12 percent
fines (silt and clay), and 3-5 percent organic matter (such as peat moss) shall be used. Soil
infiltration rate shall be I" per hour.
The planting soil shall be free of plants or plant parts of Bermuda grass, GNack grass, Johnson
Toss, Mugwort, Nutsedge, Poison Ivy Canadian Thistle, or others as spec ifled.
The planting soil shall not contain toxic substances harmful to plant growth.
The planting soil shall be tested and meet the following criteria:
pH range 55-65
Organic Matter I5-5D%
Magnesium -Mg 35lbs/acre
Phosphorus-P205 IOOIbs/acre (P-Index Range 10-30)
Potassl un-K20 85lbs/acre
Soluble salts not to exceed 500 ppm
The following testing frequencies shall apply to the above soil constituents,
- pH, Organic Matter: I test per 90 cubic yards, but not lessthan I test per borrow source.
- Magnesium, Phosphorus, Potassium, Soluble Salts: I test per 500 cubic yards, but not less
than I test per barrow source.
- One grain size analysis shall be performed per 90 cubic yards of planting soil, but not
less than I test per Bioretentkm Area.
A mulch layer shall be provided on top of the planting soil. An acceptable mulch layer shall
include shredded hardwood or shredded wood chips or other similar material.
f Of the approved mulch products, all must be well aged, uniform in color, and free of foreign
material Including plant material. Well -aged mulch Is defined as mulch that has been stockpiled or
stored for at least 12 months.
The sad shall be free of deleterious material and rocks greater than I inch In diameter.
Soil shall be placed in layers less than 18 Inches and lightly cornpacted(minlmal connpactive effort)
by tamping with a bucket from a dozer or a back ioe.
General Planting 5pecificatlons:
Root stock of the plait material shall be kept moist during transport from source to the Job
site.
Walls of planting pit shall be dug so they are vertical.
The diameter of the planting pit must be a minimum of six Inches larger than the diameter of the
ball of the tree.
The appropriate amount of fertilizer is to placed at the bottom of the pit (see below for
fertilization rates).
The plant shall be removed from the container and placed In the planting pit by lifting ad
carrying the plant by the ball (never lift by branches or trunk).
Set the plant upright ad in the center of the pit so that the top of the ball is approximately X
above the finaf grade.
Backflll planting pit with existing soil.
Make sure plant remains straight during backfilling procedure.
Never cover the tap of the ball with soil. Mound soil around the exposed ball.
Trees shall be braced by using 2" by 2' white oak stakes. Stakes shall be placed parallel to
walkways and buildings. Stakes are to be equally spaced on the outside of the tree ball. UtIliz
hose and wire, brace the tree to the stakes.
Fertilization
Tree aid shrrb fertilizer shall be a 21-gm, tightly compressed, long-lo5tig, slow reiease(2 year)
fertilizer tablet with a minimum guaranteed analysis of 20-10-5.
Total Nitrogeni(N)-20%
Water Soluble Organic Nitrogen - 1%
Water Insoluble Organic Nitrogen - 15%
Available Phosphoric Acid - 10%
Soluble Potash - 5%
For containerized trees and shrubs, place the specified fertilizer tablets) In the bottom of the
planting pit according to the Following rates;
I gal. - I ea. 21 gm. Tablets
3 gal. - 2 ea. 21 gm. Tablets
5 gal. - 3 ea. 21 gm. Tablets
1 gal. - 5 ea. 21 gm. Tablets
Planting Non morass Ciround Cover
The ground cover planting holes shall be dug through the mulch with one of the following: had
trowel, shovel, bulb planter, or hoe (this does not apply to gasses or legumes).
Before planting, biodegradable pots shall be split, and non-blod ge raddble pots shall be
removed. Root systems of all potted plants shall be split or criumbled.
The ground cower shall be planted so that the roots are surrounded by the soil below the mulch.
Potted plants shall be set so that the top of the pot is even with the existing grade. The roots
of bare roots plants shall be covered to the crown.
Before planting, apply a pre -emergent herbicide to the mulched and planted ground cover bed.
The entire ground cover bed shall be thoroughly watered.
Planting Grass Crowd Cower
Grasses and legumes seed shall be tilled into the soil to a depth of at least 2 Inches by either
harrowing or discing. Fertilizer shall be applied at the same rate and utilizing the same process
for non -grass ground cover. Grass and legume plugs shall be planted following the non -grass
Bound cover planting techniques.
All ground covers shall be fertilized with a 10-6-4 analysis fertilizer as a wet application at the
rate of albs per 100 square feet of the boretenton area prior to planting non -grass ground
cover or as part of the grass seed ground cover.
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DRAwIN& nE
46 Of 'I

U2'Rad.
4" TWA Concrete Sldwok
3" P51 w/ Fiber
Install Bpa'rrlon Jt.
every 50' ad
GmSWctbn Jt. Cvery 5' —
va °
Modaw ak Dc dfl
Scale: None
Standard Asphalt
Light broom finish
2' SF45B Asphalt Surface Carve
6' ABG Compacted to
q5% Stadard Proctor (ASTM D•6915)
meted sibTode
Asphalt Paving Section.
l •
6' 12" be 24'
1121 hZad
3' Rod. 3' Rod.
Imo' Rod
.," a
° a P'
r.
W Curb 4 Guttw go' CArb 4 euftw
C ancrr(BIR C UFb and Outa r DOOR
Scab : None
r-
b b b
afl awd O(W aoo
3001M 10(M ao a
Scale: Now
, F or G Grate
CUrrb �M(W 1000
Scab : None
1'0 rBu�tyl Rutber�
Sealant In Joint
.".GGe55 MKIOWS
All 4 Sides
2J Concrete Compressive Strength 4,000 Psl Mlnkmxn.
3) Steel Reinforcing Do" to Conform to the
Requirements of ASTM C-890 Specifications for Grade 60
Re -burs conforming to the Requirements of ASTM A-615 or
WWF ConForming to the Requirements of ASTM A-185 or
Both.
4) Additional Reinforcing of openings.
5) Des" For H-20-44 Loading.
6J Steps Requred on Catch Basins Over V-6' in Depth.
steps Shall be Steel Reinforced Copolymer Polypropylene
Plastic and Meet the Requrements of ASTM C-418.
lJ To be Field Adjusted Using NGDOT Approved Methods
by Contractor.
8J Pipe Penetration to be as per Job Requirements. Pipe
to be Installed by Gonntractor as per NGDOT Requirements
for Mortar Joint Connections.
9) From, Grate, and Hood per NGDOT Standard Detail
840.03 or as Otherwise Specified. To be Supplled by
Either C.P.C. or Customer Supplled.
10) Joints to be Sealed With Butyl Rubber Joint Sealant
Conforming to the Requirements of ASTM C-99o, or Motor
as per NGDOT Requirements, or Both.
11) Diameter of Pipe Catch Basin Will Handle Varies
12J Total height per job specification.
15) Cast -In ring aid cover.
14J Joints to be sealed wlth butyl rubber joint sealant
conforming to the requirements, of ASTM C900, or mortar
as per NGOOT requirements, or both.
4 Lifting Holes
(TypJ
Grra%a MW nw aoo
Scale. Name
�
4 Lifting Holes
(Typ)
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G7 of 7

L
Vicinity Map (Not to Scale) I
General Notes:
This map Is rot In accordance with 66 47-30.
Area by coordinate method.
Gontour Interval = I' based on assumed datum.
There are no vL94;a1 encroadrnents other than those shown
hereon.
The property in located in a W5-1I1-HQW watershed.
Property currently zoned 5-2
This property does not fall In a FEMA designated flood
plain.
Legend:
IPF
= Iron Pipe Found
IRF
= Iron Rod Found
CMF
= Concrete Monument Found
PKF
= PK Nall Found
PK5
= PK Nall Se�t�
- - —
= Right Of • y^ry
Line
— — —
= Adjacent Property Lines not Surveyed
— —
= Building Setback Lines
98-
- = Existing Contour
rL —
= Approximate Location of Existing Waterline
lop
= 10' Pine (typi
X
= Existing Tree to be Removed
= Llght Pole
= Utility Pole
OHJ
=Overhead Utility
®
= Water Meter
n'
= Water valve
= Fre FF�AA��dd��ant
w
= Waterflne
©
= Sanitary Sewer Manhole
55
= Sanitary Sewerline
0
u
=Sanitary Sewer Stubout
= Curb In
et
®
= Storm Drain Manhole
GMP
= CarrUgated Metal P"
rzcp
=Reinforced Concrete Pipe
FFs
= Flared End Section
m
= Temporary Diversion Swale
Fence
= Disturbance Limits
References:
Deed Book 1783, Page 412
Map book 158, Page 48q
Moore County Registry
Owner/Developer
W's Pic Kwik, Inc.
PO Box 120q
Laurinbu^g, NG 28353
910-280-3120
Notes:
I.) The contractor shall contact the power co., gas
co., and telephone
co. for the
exact location of
all underground water
and sewer
mans, cables, or lines
before construction
begins.
2.) Pipe separation: the following
minimum pipe separation
will be maintained:
12 inches vertical separation
between crossing of storm sewers.
18 inches vertical
separation between
crossing of
sewer (including force
mains) and water
mains, and
10 feet horizontal
separation between
sanitary sewer
(including force
mains) and water
mains.
I( c
II I
1
ll Existing 15'
RCP
I 1 1
I I
I
0
0
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iI 0
c
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>Ud 50.
I I � c0tback
ii 12'
PC 1 0 I
II o I
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it O 0
O 1
� 1 1
I
0 2' Waterline I I
I C) 4' Plug
4 yy� '
Reducer
1
Punch 4' Waterlines
Under Hwy. 211 and
tap into existing
Ine
�,Lanclsca1 I
Pe Buffer 2' Water Meter
.with RPZ Backflow
Preventer and Hot Box
per Moore county
I� OHU OHU OHU OHU
Approximate
Location of I I
8' Waterline 1�
First Baptist Owx�ch of West End
DB 1475. PG 473
Zoned RA-20
I
1
1
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1
1
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First Baptist Church of West End
DB 126, 'P6 556
Zoned RA-20
36&70' � a
-----------�«—J—.—.—.—.—.—.—
T
o • CgML
Premium
:► • .. -- ----�
F2oM
O RegUlG' O
OHU OHU OHv--OHU
pon(amead Sbast Q50FM
25'
Building Setback t
Landscape Buffer
I
Fr osed Grease Trap
Traffic Bearing
See Plumbing Plans
r- — — — — — — — — — — — — — — — — — — --
Proposed Septic Tank
Tr faF Ic Bearing
Per Moore county
rormental Health I
I
4' PV0 Sewer Ine i Prpo5ed Septic, Field I
Min. Per I% Slope unty I
Environmental Health
I
k i k I I
LxJ I
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L— — — — — — — — — — — — — — — — — — J
L 4' Gleaaut
G011 025me
lTraffic Bea
GRAPHIC SCALE
UMOKY NOR
Scale, 1'=20'
i
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6rld North
Per NAD b3
References:
Deed Book 1783, Page 412
Map book 158, Page 48q
Moore County Registry
Owner/Developer
Nic's Pic Kwik, Inc.
PO Box 1209
Lourinbu^g, W. 28553
Revised Oq-24-07 BCW
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Lines LNtes
Yellow Skip
Center Lines
\ 150' DECELERATION LANE (min)
11
Legend:
IPF
= Iron Pipe Found
IRF
= Iron Rod Found
GMF
= Concrete Monument Found
PKF
= PK Nall Found
PKS
= PK Nall Set
- -
of
= L
Bou►"y �Line
- — -
= Adjacent Property Lines not Surveyed
— —
= Hullding Setback Lines
--95
= Existing Contour
—wr —
= Approximate Location of Existing Waterline o
roP
= 10"Pine
�,(
Existing to be Removed
=Existing Tres
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= Light Pole
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Pole
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= Overhead Utility
®
= Water Meter
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= Water Valve
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= Flre Hydrant
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= Waterflne
©
= Sanitary Sewer ManFale
ss
= Sanitary Sewerllns
j
sso
=Sanitary Sewer Stubout
= Gub Inlfet
= Storm Drain Manhole
CMP
= GOrrugated Metal Pipe
RCP
=Reinforced Concrete Pipe
FES
= Flared End Section
OWner/Deve toper
Nic's Pic Kwlk, Inc.
PO Box
1206
Lourinbirg, NO 25353
910-280-5120
5' Shoulder
3 4% Slope
I
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Hick's FIc I w6h, Inc.
NA(fn F-nt?wl)cs
N
Of
Right Double Yellow
Center Line
=Full Length of
Storage (1009
FULL WIDTH I
- Solid White Line
15 Length
Storage
100' TAPER
�C.
CHU -- -
Exist Edge �% ■o
---
Sta. 10+00 to 20+67.94 -_—
Of PawStoraage)
n
- --
-
-
Remove All Existing
—kms Ip" and Re-Strips_per - - --
- �D-.
-
e 100, BAY STORAGE
o
oProposed
New
Pavement
t
Striping Note:
All Striping shall be thermoplastic pavement markings and shall be done in
accordance with NCDOT standards. Srxmplowabie pavement markers shall be
Installed per NGDOT standards.
Road To Tie
i' Into Exist
i Three Laninge Section
/ 85' IX
0hV L X irAi _
- ---- -- -- - --- 12' RCP
New 5trlp"_^ - Yellow Yellow Skip
— - -- Lis '�O Center Lines\
60' R/W
12' West Bound Lane 12' Center Lane 12' East Bound Lone
Rood Widening Pavement
to Match Slope of Slope EX. Slope
Existing Pavement Ex.
--------------
IN
7_q.5C.
Surface Course Pav ternernt Asphalt Over
Existing Pavement (typ.) c 1 3' Intermediate Course
IX- To Be Level With Top
2' 5-9.5C Surface Course = LF Of Existing Pavement Surface
7
3' I-19.00 Intermediate Course
5' Black Base m
`Typocao Goad M'In odanong Sa oon
Scale : NOW
� Existing Edge
of Pavement
Wnite, Edge
Lines _
� of YI Rkjnt
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Per NAD 83
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Proposed
LU
Pavement
&
5' Shoulder 5' Shoulder 12' East Bound Lane
4% Slope J I I 4% Slope
General Notes: 3
Right turn lone with 100' taper starting east of Pinewood Street. The taper
shall tie into Pinewood Street and extend at full wklth from Phewood Street
to the entrance of the site.
Left turn late will provide 100' of storage and will tie Into the existing three
lane section that Is west of the site.
�� speed - �
Min. left turn deceleration - 150'
Eastbound Toper.
2 2
dr2 = 171 = 320'
60 60
60' R/W
12' Center Lane
- I
EX. Slope Ex. Slope
GRAPHIC SCALE
( IN FEEL' )
I inch - 20 lf.
12' West Bound Lane
-- --- ----- — _Pz
EXIStIng
Pavement 0 2' S-9.5C Surface Course
Overlay Asphalt Over
3" Intermediate Course F Existing Pavement (typ.)
To Be Level With Top c v
Of Existing Pavement Surface m
w
Q-Q Typoc V Road Mn 6danong Sac oon
Scab : None
REVISED:
4-25-07
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12' Right Turn Lane 5' ShoulderLU
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Road Widening Pavement am, Z
to Match Slope of
Existing Pavement %��,,•
4% Slope
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A ti CL
2' S-9.5C Surface Course LU
3' I-19.0C Intermediate Course .�
5" Block Base W v�
N 1_4 N
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CUSTOMM NwtepB
Revised 4-20-07 Per NGDOT Comments BGW '
Revised Per 7j,
DRANUNS KEY
0-100502
13GW X
NGDOT Comments TI of I
- -
—

SITE L I CPHT I N6 PLAN
51 TE LEGEND
o-❑ POLE MOUNTED L16HT FIXTURE
BRANCH CIRCUIT Wt-0 UN - PANEL LA, GIRCUIT5 *1
RUN 2+40, I#IOGNO-I"PVG, 24" MIN BELOW GRADE
LA -I WHEN RUN UNDER PAVEMENT CONDUIT SHALL BE
ENGA5ED IN CONCRETE.
SITE LIGHTING FIXTURE SGHWULE
TYPE MAIWAGTIX2ER I GATAL06 NUh18ER LAMP MOUNTING REMARKS
�-❑ LITHONIA jK5E2 MOM R45C 120 RP04 PE 1-25OW POLE MTD POLE-30' ROUND TAPER POLE
BOLT COVER WITH GROUND LUG
LEVELIN6 NUTS
FINISHED GRADE
EXOTHERMIC WELD
#4 BC50 GROUND WIRE
TO POLE GROUND LUG
3/4" DIAM x 10'-0" LONG
COPPER GROUND ROD -
NOTE
ALL REINFORCING STEEL
TO BE A5TM A615, GRADE
60 EXGEPT TIES, TIE5
SHALL BE GRADE 40.
NOT TO SCALE
�— LIGHT POLE AS SPECIFIED
6A5KETTED HANDHOLE COVER
�—BUSHED CONDUIT 5TUBUP5 (4")
/—SLOPED 64ROUT FIN15H FOR
I RAIN RUNOFF
30" MIN
ANCHOR BOLT PER MANUFACTURER
'�Uj"' PVC, CONDUIT, MIN 24" BELOW
24" MIN FINISHED GRADE
VIA.
4 #5 VERTICAL REBAR
#3 TIES 12" ON CENTER
3" GONGRETE COVER (TYPIGAL)
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