20071082 Ver 1_Site Plan_20070620

BR UNS WI ~'K, NC W
`y~oPa ~ Mill Pond Road N WI ~ PLACE BR C S U LEGEND LO W Q
~ ° Q ~
~~aG ~ ,9~ A9 / i i i i i i i % / / / / / / / / / / / / LC)
Building
- Y RE IDENCE MULTI FAMIL 'E ~ ~ Sidewalk
9rt,0 n SR , - ~ Activity Area
a
o~,o ~°P~ Rad-30' ~~y~,P ` S~qF, MILL POND RD., BRUNSWICK, N COLUMBUS COUNTY N C e,.-o Tile, Proposed ed
~ Water Meter z o O z -a
P E Q UP G ~ Nn, FJ5 0
e`~ 35' J ~O ~ Water Valve
wCL <
(---as~~ Min. ~ ~ Fire Hydrant U C U ~
VICINITY MAP All Slopes must be a minimum of 12:1 ~ Manhole w U.
NOT TO SCALE :p (12" Horizontal to 1"Vertical) U)
40' ~ RESERVED
s' sidewa~k PARKING ' HANDICAP ACCESS TO SIDEWALK Power Pole
18~ N.T.S. TO N/Telephone Pe ie Ped.
Sign island, Sk20' ~ s' Fence
` ~ Sewer Clean-Out 1-Out o r
~ X 12"-~-I z
35' sa'
~9' min. --~~8' min. --1--9' min. ~--9' min. ~ HANDICAP SIG N
To be placed at each parking space, top ace, top of sign 6' from ground.
site bacl~ground. (NTS) 1 M W
PARKING STRIPING DETAILS Green lettering and border on white bac N.T.S. ~
24'
Prop~~ 18M R~ Ditch U~ •
DRIVEWAY ENTRANCE
off Mill Pond Road ~Np RpAD L~GC O~I[~ p
N.T.S. MILL P ~-10~~ S___.~ghtTr±an9le 60
18" RCP ~ Q ~ JUN 2 0 2007
• . / fist-WATER WAUT1'
~r ~ 1iY~fi.At~SA~ID STOR~~N41i8t8R111~IC#! FRI
1
l--- 76.04' _ ~ . ~
- 1 LoT _ 15' ~ r r z
~ ~ \ .A~ 15' 5 ~ ~ 1 UJ t`-
xisting PK Na~~ - TBM Elev. = E ` ci 1 o''
l _ _ d ~ . 00 (CY) 7)
_ _ d pelineation ~ ~ ' ~ ~ ~t Q Ce) CN
- ~ ~ W etlan ~ 1 o L p j CO
LIMITS OF DISTURBANCE, o. 1 UJ mCN C) Q T
' 3.9 Acres / 1 > Co CY) W a
a 1 MINIMUM a , , ~ ~ i _ _ ~ ~ X N 0
- 40' ~ ~ v w
I
~ ~ Z aVo
~ i aa~
5~
. ~ / 2 e~~ROOM o~ ~OJ ~ li p z M
~0 ®r C)o ~ Q 3:"N
LIMITS OF DISTURBANCE, I ooh ~~o V ~ L pool ~ o ~o qr.
3.9 Acres ~ oQ- F, 3 BEDRp~M 8 / v
~ 38' 24' ~ rn
r 75"RCP (y~... ~ ~ ~I
Q + t~ ~ ~ ~ ~ o
J ~ `
~ $f _ 25' min. ~i ~ II tail 0 CL 4AP
t ` r x i
~ ~ 1 ~ i t L~
\ ------{f
II \
Dumpster I' ~
~ ~ Pad J ~~Or` { ~~Q ~
i; ~ ~ ui
E~ v v ~
2 e ~ ~'u a Z ~
O~ 281 EpR~~M oM 6~~R~ ~ i J ~ }
L
Marc HF~~ 2 ~
i ---a
4 2 BEDROOM ~ 32' ~
32'
3 ~ o
Z w U)
~ Wetland Delineation ~ I I
/ i Z ~ °
~I ~ OC o L o
~ ~ , ~ ~ MINIMUM B / LIMITS OF DISTURBA _ i I NiMUM 8UI~0iNG ~iMii-30'
o m
JRBANCE, - - _ ~ w o
' 3.9 Acres _ __1
0 7- 1 0 8 2 DATE:
3" Radius, street~side - ~ 5/15/07
6" thick Concrete Sidewalk, 2,500 psi (min.) -
Slope away from Bldg., %a" per 12" DRAWN BY:
2" th+ck Superpave Asphalt e Asphalt INDEX
6" . 'e . ~ . , .e , r
Via-. ~ - CHECKED BY:
Page le MFA
~~U~III~II~T~~~
6" 6" Compacted ABC stone BC stone ~6" Compacted Fill Site Plan Layout 1 SCALE:
Sewer Plan 2 1:40
ASPHALT 4LT ROAD/PARKING &
SIDEV DEWALK DETAILS Prop. Contours & Storm Drain 3 SHEET NO.
N.T.S. Erosion Control Plan 4
7
Erosion Control Details 5
OF 5

BR UNS FYI CK, NC M Q L.L
o~ LEGEND L0 w a
G 9~ ~g,A Pump Station Ciean-0ut Clea SQ~~~~~ S~ ~ ~ Sta 109+80 Sta 110+33 Sta 1 ' Invert In - 61.35' Invert - 61.71' Invert - Clean-out Ciean-Out Clean-Out Ciean-Out Clean-Out Traffic-Rated Areas Q ~
Sta 111+30 Sta 112+29 Sta 113+27 Sta 114+21 Sta 115+19 9 Metal Cleanout Plug B u i Id ing L0
Invert -62.35' Invert -62.99' Invert - 63.63' Invert -64.24' Invert -64.90' Threaded &ass Cap 24" diam. Concrete, 6" thick
74 2" AsphaR
9~'~ n gR ~ Activity Area 'a C-
`o a RoPO 72 Pro Grade c
N ~4~~ ~5' Bend ~o Tile, Proposed sed
4" Cl Existing rade i-4 Clean-out co
Water Meter 2.1 r z o z
e~`SO~, ~~P ~~~c~~~ -o
Storm Ater Drai , 15" ~ Water Valve E ,e > a ch
68 Non-Traffic Areas w W
~ Fire Hydrant nt U
VICINITY MAP ~ Cleanout Plug Threaded PVC Cap ~ Manhole W J
NOT TO SCALE
18" m' separation
64 ~ Power Pole
g^ p C, SDR 5, Slope: .65 Varies to suit field condit'ans 4~ `!5~ Bead
62 4"x4•X4• ~s•X4~X6~> ~E O N/Telephone P ` ~--Terminate Services at )ne Ped.
<
Varies to suit Services property line or bcation Fence given by Engineer
60 Undisturbed a Sewer Cle~n-O Earth 4" or 6" PVC Sanitary Sewer in-out a
z
DATUM ELEV
58.00 8"x4"x8" WYE at 8" Gravity Main or 6"x4"x6" WYE at 6" Gravity Main
M ~ N a0 N N N N ~ N N H; ~ e- off Of O ~ N C~ M ~VII-` 111I I fill V"
Proposed Pipe Invert M o u? ~ v? a? ~ ~ a0 O) C~ (V Cf C3f OD A Of Cf C! C ~ C1 CO N N tV a' tV ~C ~D ~O to ~D t0 m m ~ t0 ~D m 1~ (U I~ h 1~ 1~ ~ 1~ to 1~ SEWER SERVICE CONNECTION
Proposed Grade ~ m ~ ~ m ~ ~ ~ ~ 4rJ M r
3 w/ 4" CLEAN OUT DETAIL Q ~ = C'4 z= o w 15 N
110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 2 N.T.S. ~ =N>o
109+80 115+19 ~ ~ 4~4 ati N•
o ~ ~ Min. Excavated Trench Width
m Pipe V11k1th + 12" o 0 Final Badcfill
ao ao zo ~o 0 U nc ~ ~ c
y ~ 4
~ ~ n Pipe Diem. ~
Minimum, Springline ~ E 0 M ®r
. __--1 _ Pipe Zone PiP~ See Notes W E
t A a 6L Pro IM
3' Min. Cover 4 Bedding a
z c~ W ~
LIMITS OF DISTURBANCE, CN
. _ _ 3.9 Acres ^ - - - oo Ct)
TRENCH DETAIL 1 C3) (3) 1 0 Ce) Cv
N.T.S. NOTES: mi -0 00
r 1. Bedding shah be smooth trench bottom or compacted Bose fill material as required to 1 W M CV a a r
PVC Force Main ~ provide a firm, stable and uniform support for the full length of pipe. i~ to C~ a1'~. man _ **V..~
-Cast in place Wetland Delineation ~ 4"Il 0 a. ao ~
~ Plastic Steps Secure pipe to manhole wall, 1 2. PVC SDR35 shall be bedded with stone M the top of the pipe at all times. L. LL
~ 1" noncom. band, 15" OC 1 3. PVC truss and ductile iron pipe shall be bedded and haunched with class I, 11, III, or N
Rubber Boot - materials. Stone shall be used for bedding and haunching in wet and unsuitable ~ndidons. ^itions. Z a V o
w/ Clamp ~ \ 12" from floor, max i 4. Deflectron testing will be required for PVC SDR 35, but not for ductile iron and PVC Buss pipe. iss pipe.
/'i 2 BEDRp~M i - 4" Service Z ~ Z M
~ ~ ~ ORpoN` Bch dweN;ng M~Tc
rout ~i 2 gE D c ap 3 .r-. C) `U ~ ho
6" Stone Base, min. \ O 2 ~ 113 2 BEDR H~~~ 1
~~M ST
As Required 6x6 No.6 ~ ~0 ~ ~ ~ 13+00 ~ . 114+pp C
W.W. Mesh c ~
~ ~ r4 f 1 Z 0
MANHOLE DETAIL ; ~ ~ w/ INSIDE DROP PIPE ~ 20' t ( ~r`l ~Jr~~~ ,'r '1
~ ~ 6" Gravity Sewer J it for ~
easement for ~5"' 19 \ L~
N.T.S. sewer Nne ~Nne _ x0~
~1~ LIMITS OF DISTURBANCE, 4
~ x~., ~ `
~ ` ~ c _ ~ ~1\ s*1 `
3.9 Acres ~,it~ S C t, 1 l i i~ uj
Proposed Grade, Elev - 68.0 111.+04 - 6 G V v z
~ ~ Minimum. Requirements : ~ ~ X10+5~ .1 Jr ~ J
~o°~ ~ Z ~
500 gal. capacity tank ~ p / ~x ~ 1 ~F.~ ~ J CL
13 gal./min. capacity (each pump) k. ~p~` 3 eEDRp~M 2 ~ ~ ~ a• ~ oc
TDH capacity - 20 Ft. ~ P~~ Self-priming, grinder pumpsStation ~O 1 ,e ~ e;~oRooM 4 ' I
~ ~ J0 0 3
Valve Boxes and Valves (not shown) ~ ~ Gam' c,`' i ~ 1 '
to be included for the 6" gravity inlet ' \ and the 1.5" discharge pipe. ~ ~ . pc D ~ 4" Service 3 ~
~ c ,e, r~ ~ D
6" IMet, 1 9~~~ Discharge Pipe, 1.5" ~ ~ - 'C_l'_
Inlet Invert - 61.35' ~ \ ~ ~ ~ ~ - ~ ~ ~ ' ~ 20' wide 'Wide ~ ~ ~ ` ~ . . ~ Z U)
' ` Alarm - 61.0' ~ 1 ~ ~ 1 ~ \L~,\ - - ~ - _ _ _ ` _ ~ ~ easement for - ` ~ ~ sewer one ~ntfor __'aA- Z ~ 0 an
Lag Pump On - 59.0' . ~ ~ - ~ ~ \ arone 1~ , _ J - .
Lead Pump On 58.0' .i. ` -~r - ~ ~ `1 Lateral Senrioe o O
Pumps Off - 57.7' .;E,. ' y. ~ ~ 1 - ~ CD ~ m CL ate.
Concrete Embedment Bottom - 57.0' ~ ~ ~ - ~ (to prevent floating, _ : 4 cu.yds.) Force Main from Pump ~ ~ ' pK Nail - 76•~~ o m
D 1 . - ~ . Existing ~ w a o
~ Station to Manhole ` _
6" Stone Base, min. ~ (1.5" PVC SDR'11) . i - _ g DATE:
5115/07
i j r-- • - r- ~ " . . r `rte
PUMP STATION DESIGN 1.5" Force Main, drop pipe into manhde DRAWN BY:
(Example - E-ONE GP2016) i RAM
N.T.S. ~ i ~ ` Ap 1g~RCP ~ ~ ~ ILL PONS R~
CHECKED BY:
60 f,,._- J . . M MFA
SCALE:
~ ' `pitch Une
. . ` _ - - Plan Scale: 1 " = 40' 1:40
SHEET NO.

2
--'f 60' R/W
OF 5

BRUNSWICK, NC W
12'-0" LEGEND LO
° ~ LEVEL SPREAD op F ~,D E R at E (N.T.S.) PIP NOTE PIPE OUTLET C4NTRUL DETAILS at F (N.T.S.) Q R"
LO
SP~a S ~~sj ~ Min.1fl' Building
Level Spreader and Pipe Flow Control to be Burm, 8" high, with filter fatxic, Elev.-65.3' I
Z ~9`~'~ installed as a permanent drain and erosion control ~ #~7 Stone, 3" thick, 3 ft. wide Activity Area a
~ ~ ~ Elev. 64A j 0 L
No ~`O~ I o ~ Uphill Grade ~ - the length of the berm ~ ~ , ~ Undisturbed Natural Grade - 15" P~P~ Flared End ,____Q Tile, Proposed ,e?d
o~ ~ 11'-0" l ~ ~ Water Meter z p r z -a
U)' _
e~`5~ S~ ~ ~ ~ ~ ~ ~ Water Valve
Charm -Channel, 8" deep lined with w <
#57 st VICINITY MAP G j Q 70~-0" #57 stflne (6" thick), filter fabric ~ SECTIaN C-C I..~~~_p~~-~.I ~ ~ Fire Hydrant it tJ U
w 41
NOT TO SCALE ~ ~ SE Burm, 8" above grade at entrance Pipe Elev.-64.0 ELEVATION VIEW ~i~ter e~anket • Manhole U)
~-+---g~_p" - ~ '~9 4" - 6" Stone
Bottom ofChannel PLAN VIEW v m;,,. s~ tn;~k ~ Power Pole 0
end, level for 40' and taper to 3'-0" 2~~0„ O N/Telephone P Fence n e Ped.
Reinforced 'channel', lined grade during the next 10' 2" Size Stone i ~~y.- sz.o 12" thick
with #S7 stone and filter fabric 2:7 Slope ~....-_-g~_0~~~.,.~
Channel to be 8" deep at entry end o Sewer Clean-Ou 60' w~"'~ n-o ut o
and taper to grade level at exit z
Depth of farebay shallows to 2:~ s,o~ SECTION B-B
match channel at this end
St0 FLC1W FLOW 1/2 Stone to cover Undisturbed 1/2 of pipe Natural Grade
Q~ . ~
Forebay - 8'x8'x3'deep collection area T~~' 3'+ " 3,_Q.. Ace_ J
lined with 2" stone and fil#er fabric °p p Elev.- 62.0 f-~
2:1 Sio e 2" Size Stone o v
12" thick PLAN VIEW - - - - - P~ fig" 4tCP _ . _ • - `_~itcq_.U?_ ~Q 1 A 111~?
SE SECTION A-A ~ ' PONp RDA _
6g.37' M~~~ - - _ _ ~ iN~ga RCP - - - _ _ _ _ - ' ~ \
l' r

_ TgM E~ev ~ 76.04' ~ ~ ,
pK Nait i i ~ c z
Existing - " ~ _ 7 - t~ = ~ - - 1 W CN
~3.-- _ _ oo (Y) WIN? L CF) a)
-~-f - e8t10 82~ sq•fl• ~ ~ ~ . n ~ ~ \ ~ ~ ~ ~ ~ ~ \ ~ ~ 0 cr) cr
` ~ ~ J z3 00
~ - ~`W et`ant~ ~E~i 1 ;WeHa~ n~ T-_ f _ ~o ~ ~ . - , ~ w%~ LIMITS 4F DISTURBANCE - .1 W MNa O
- ~ ~ ~ 3.9 Acres W ui
1 l _ ~ SUM BU1tDiNG LIM , , ~-r-i..3~ ~ ~ ~ Sow' "6~' 1 - MINI I ~ . : ~ \ ' Sa ~ ~ ~ ~ x 0 _
~ ~ ~ ~ ` ~ ~ ~ 4 1 ~ _ ~ among" L. LL
~ ` ..rte ~ ~ 88.7 ~ ~ ~ X p 'I' L.J. u W t (j 0,
~ ~ 1 ~ ,f , ~
~ / ` ~ ~'1 ~ k, - ~ , ~ ~ ~ ~ , ~ . ~ Z arN
1/ J ~ ~ ~ ~ X ~ ~ ~ 1 X 68.~`ti .X88.$ ~ , ~ ~ ~ ~
~ ~ 1 '~t - ~ y _ , ~ ~ .a ~ 1 ~ ~ ,y o z ~
to ~ ~ 8 1 ~ . . ~ I _ ~ ~ p o I= w Q N
~ ~ bob o ~ , LIMITS OF DISTURBANCE, ~ ~ ~ ~ ~ h O , r ~ ~ V O N O
3.9 Acres J ~V'. i~-.._~ ~ ~ ~~o~,,~~• ~ > , ~ ~ ~ ~ _ - . ~ / ~ ~ rv ~ ~ 1 ~ ~ ~ ~ /
~ i .9 - ~ . ~ ~ , T-- ~ ~ ~ i ~ t~ ~ ~ r / ~ - ~ ti 1 ~
F ~ _ j! ~ , w (i' ~ ~ i ~ u. ~ ~ ~
Z ~ _ i ` ~ ~ ~ ~ r~.. l ~ / I C ...r ~ ~
i ~ - - _ - ~ i -W ~ . ~ ~ ~ •c~ W , , ~ ~ % ~ ~ D i ~ t if ~ ~ ~ ~ ,~r ~ D ~ ~ prI z ~ o
~ ~ O ~ 1 J ~ 1. ~ ~ i 1 / ~ ~ i ' - i~ i 4'1 v a
~ , ~ ~ ~1 / - J i ~ . / N . , ~ r0 ~ . 0 i . i / '
~ I ~ i~ f / / i 1 ~
~ ~ ~ ' ~ ~ s ~ r ~ ~ t
. \ + r Q' ~ ~ s t ~ rn t , N 5
y~ _ _ _ \ ~ j X72.3 / ~ / 70.5 r - - i ~ ~ ~ ~ ~ ~ ~ 1 • ~ ~
~1 . v .r 1 ~ .~.T T.T. / • 1 ~ ~ ~ 1 o
~ Q 1 ~7 ~ . ~ ~ ? . ~ .
? \ \ 3. ` ~ ~ - .Q I r } ~ 1 I ~ ~ i ` I i ~ 1
f p~_ , 25 X72.5 ~ I ~'1+,,` ` { / / ~ , C E: a z
~ ~ ~ 72.7 _ - ~ ~ i / i ? . - ~ r _L . ~ i - ~ - - l /I , ~ 1
_ _ - 72. X T2.4 / ~t9 ~ - _ ~ - - ~ ~ ~ ~ ~ ~ I ~ 1 Z
°o' ~ / - / / ~ ~ ~ ' ~ ~ ~ 1
-~2 MiT~ -C < _ , ~ ~ - - ~ . ' ~ ~ _ 7N / ~ ~ y b ~ r ~ ~ L 0
H~c~~ _ ~ 1 r ~ ~ ~ ~ / - t. / h ~ i fo / / ~ i ~
~ ~ 00
r ~ Storm Drain Deta~is ,~ti" ~ 1 ~ ~ - ~ ~ ~p ~ 7 . W ~l ~ ~ ~ ~ 1 ! R } 0 Ft
a ~ I i ~ i 1 N ~ ~ W, ~ / / W 'u ~ f
15" RCP or 15" Corrugated Plastic ~ ~ r i ~ ~ ~ ~ ~ 'I`° ~ t ,6 ~ , Wce 0
~ / / • 1 . 5 ~ J..,. / ~ ~ r~ ~A ~ ~ . N r V~ Z O H
a an e~ne~ion . , ~ ~
Q 10 C~~ , _ t 4 ~ ~ 1 r ~ Z ~ Z am s oc
Inlet Grate Elev. Invert Elev. Distance Slo e, % Ac#ual Ca aci ~ - - - - ~ -72 ~ ' . i - , ~ / / ti yo
A 71.6' 69.1 ~ m a d
B 69.8' 67.3 125 1.4 1.72 9.00 e r 1 ~ ~ i?Nt
- _ r.-- MU . M 8 ~ / ~ l MU ~ ~ MBt1 N~ ~ ~.lMoT - ~ 0 30 o m ~
C 69.3' 66.3 100 1.0 2.70 7.70 f~---~-- ' • , It w a o
D 6$.7 fi5.4 85 1.0 4.32 7.70 ~ - ~ ~ t. ~ ,
E 64.0 7 20 1.1 5.88 8.30 N~ V 2 ~ ~ 1 / ~ 1 1 DATE:
~ / . w ~ ~ ~ i ~ ~ 1 5/15/07
~ ~ ~ - ~ _ ~ ~ ~ ~ .`ate ~ ~ \ 1
~ + ~ , DRAWN BY:
6' ~ . . Q ~ ~ ~ ~ ~ J 6' r ~ . ~ fp ~ RAM
Compacted Fili TY P E I CATC H BAS I N . 6 . ~ ` \ ~ • O ~ , ~ ti ~
ABC, 6" N.T.S. 1 ~ . ~ ~ ' ~ ~ ~ 1 ~ y ~ ~ • CHECKED BY:
AsphaR, 2" ~-36"--~ ~
~ ~ ~I ~ ~ ~ b MFA
~ ~ r ~ • ~ ~ w SCALE:
~ ~~~~0~ 24,.
1:40
15" Pipe Type 'E' Grate SHEET NO.
15" Pipe Z
v
Elevation View Plan View
OF 5

BRUNSWICK, NC ..r. M W
LEGEND w p
~ r Q
~~G 9~ o~A Lo
5e`~~ 5`` '`°s~ SEDIMENTATION TRAP DETAI ~,9ti° Sediment Disturbed T Po Trap Area (Acres) Q,o Re DETAIL Building
Trap Volume (Cu.Ft.) Surface Area (Sq.Ft.) Avg. Elevations at Wier Activity Area a
o a ~o = Required Design Required Design Depth (Ft.) ~ Bottom C 0
~_._.t, Tile, Proposed 3ed
S~~`~ 1 1.28 2.76 R°~° 2 1.30 2.81 ~\~a `"~e ~ 3 0.77 1.66 4,608 4,770 1,201 1,590 3.0 67.0 63.0 Cn >
4,680 4,755 1,222 1,585 3.0 64.0 61.0 ~ Water Meter 'r ° 0 z -a
2,772 2,920 722 730 4.0 64.0 60.0 U) _ -u
4 0.55 1.19 VICINITY MAP During construction, Contractor shall re of no more than half the capacity. Rem NOT TO SCALE 1,980 2,100 518 700 3.0 66.0 63.0 ~ Water Valve > CL
w it
hall remove accumulated sediment when it has risen to an elevation ~ Fire Hydrant
Removed material shall be spread over site and seeded. w
~ Manhole U)
~ Power Pole s ~ r 0
O TV/Telephone P Fence one Ped.
o Sewer Clean-Ou so' In-Cut o
z
0
4 ,,0 J c woo
Area (Both Entr.) 6.= WN _Z_0 r-- U' 0
Construction Entrance
f RpAD
~IIILt- P~~ - gg.37'
~i 61 -
~ /
t~
- - - rO~ - _ _ _ _
. ` 70 0~ ~ r i ~ / ~ AA t0
~ ~ .76,04' ~ ~ ~ ~ ~ ~ / / .
pK Nail • TBM le 1 - - _ - '1
Existing - . ~ - _ 3 j~ = .rte, 1 / h N
4 ~ . 1 (X) te) cr) 0')
~ ~ ~ G M N
-T_ ; _ wetland D ~ ; ~ ~o - ~ rn zs co Ul m CN
r-- - \ ~ L'~MITS OF DISTURBANCE, 0
;wRG ~ ~ ~ 3.9 Acres CU CD QC C: ll%. W
1 W *4• x 95 ,.W
fir. ~ ~ ~ ~ ~ ~ _ /U~ ~ I ~ -iJ~ . , ' ~7 \ r ~ V ` ¦ ¦ r
/ Z' r' ~ t ~+r~ ~ ~ 0111 Mw.~ ~r 1 l`am` ~ / 'r~.~ \ \ \ ~ enc~n X88.7 ~ ~ Aj o
~ .6 ~ , ~ S ~ a ago
~ / , - ~ . ~ ' , ~ ~ ~ ~ ~ . • r ~ ~
> - ~ X68.8 X68.8 r ~ ~ X88.8 ~ 1 `
~ ~ ~ / , 1 , ~ ~ ~ , Q ~ r S a ~ , 'X 68.3 ~ o ~zM < N
- r ~ X ~X 69.8 ~ ~ ~ / ~ i ~
LIMITS OF DISTURBANCE, ~ / ~ ~ , t } ~ ~ " ~ ~ G ~ c~ N C:) clog, oo--N
3.9 Act'es Z - ..,s ~ ~ oQ~ . _ ' ~ - ~ co .9 ~ / 1 ~ ~ ~ ~ ~ ~ V ~ i cr)
r-- i ~ ~ i ~ , ~ ~ ~ j 1 - ~ ~ ~ , ` r.../ ~ i ~
N ~ ~ ~ / ~ . 7 a , w ' ~ . ~ / l / ~ 1 ~ ~ ~ , ~ ~
Q ! ~ F• i ~S ~ ~ / • ~ l ` • l ~ / ~ 1 r t ~ / ~ ~ r G $6 ~ ,
r W ~ W ~ , / X68.6. ~ ,fit . eir ocation ~o , ~ Z ~
/ '0 / p ~ ~ f -w~ / ~ ~ ~ / u' ti ~ _ ~ J i
, , N~ / r Z, , $ ~ ~fi5 ~ ~ ~ ~ ~ ~ / ~ • . ~ ~ S ~
- 1 , ~ / A' ~ / - ~ / t_ . _ ~ ~ , ~ ~ r.
X 71.B , - - S ~ / i ~ m J ~ V~ / ~ , 1 ~ ~ ~ ~
. - \ ' ' ~ X72.3 ~ i i / ~ i 1 'r- ~ ~ ~ . ~ i ~ t C3~ r . ~ N ~ ~ i
_ i / ~ n.s / / X 70.5 ~ ~ r _ _ -~9 / ~ - / ~ ~ ~ 0 ~ 1 1 ~ ~ ~ ; ~ ,
~ _ so . / . t ~ ~ ~ ,o l44
~ - ' g - ? ~ ~ i 1 _ y ~ i j . . l ~ , 1 , . ~ ~ r
~ s~ - ~ .,3 / / ~ ~ ` 6 ~ 1~ ' . r Y _ f ~ r _ i ~ 1 i ~ ~ ~ ~3 ~ W z
1• '7 ~ , ~ i ? ~ ! i ~ )
~ ~ rt.~ x / ~ \ / , ~ , / / J I J ' r ~ . 4 1 v t~ 4 mi a z IL
_ _ ~z.~x / ~ . d h _ _ .._..g5 / ~ ~ ~ ~ / ~ > i i enc~n .
~o, ~ ~ ~ ~ - ,.i / i f / / I. ~ i / ~ / ~ rn ~
~~2 M~T~ ~ - ; ~ 1' V / 1 \ ~ ~ r~ - ~ ~ ~ • / / / Y a. ~ ~ ~ ~ i 0
Silt Fencing HF~~ ~l - , ~ N ~ ~ ~ ~ ~ ~ ~ ~ . ? ~ fo / } r ~ / f I i
- , ~ to '1 / 6 ~ ~ ~ ~ ~ , - ~ • - --._1i_ ~ ~ t v z
o / / • ~ i i ~ • ~ ~ . ~ ~ f ~ ~ ~ 1 0
^ti ~ r 1 ~ / . _ r / ~ / ~
' • ~ ~ e" ~ ' ~ / ~ ~ ~ ~ ~ ~ i l ~ / ry 1 . ~o , . , ~ U) z
i ~ ~ ? ~n . ~ t / ~ ~ tai Z o
V "'r. ~ / \ a an a Knee ion . , J
_ _ ~ r \ ~ G ~ em . ~versic r ' eversion z~ Z U)
- ~ _ - -72 ~ ~ `~.r I" ~ / ' • _ ~ 1 ' / ~ OC o eg
<v ~ . m F- W
Silt Fencing ~ ~ r , U a
~..r f ~ , • / ~ 4/ r ~ ~ O W uVi
. 1 ~ ~ - ~ ~ w a D
~ - ' ~ ~ - ~ -1 ~ . , es ~w 1 / ~ ' i ~ 1 ~
r t ~ . . , t , DATE:
5/15/07
~ ' • ~ '6~ eir ocat~on _ _o , ~ .
~ . ~ • ~ 2 ~ ~ ~ ~ i I \ ' 1 DRAWN BY:
~ ~ ~ ` ~ ~ , ~ \ • \ J ' ~ ~ ' „
• ~ ~ ~ ~ . ~ ' , I I ~ ' ~ ' 1
~ ~ . . ~ ~ J ~ ) ~ / / CHECKED BY:
\ r 1
1 i ~ ~ i , ,CQ ~ ~ MFA
~ ~ f r. ~ ? . . . r r SCALE:
1:40
SHEET NO.
d
"v
of

m
EROSION AND SEDIMENTATION: CONTROL NOTES W F-
1. Erosion and sedimentation control devices and structures shall be installed, maintained
Existing Asphalt Road
48" Max. and amended as needed to provide effective control of accelerated erosion and
19 ga. hardware cloth, (1/4" mesh) sedimentation until the contrubuting watersheds are completerly stabilized.
U)
TQTAL DISTURBED ACRES: 3.9 z
0 z
24" in. VJ F
Proposed 2. Construction Sequence: W
Construction a. Notify Engineer, Owner, and Land Quality Section prior to beginning construction.
Entrance b. Clear and grub areas as needed for construction. U) w
c. Dig Sediment Traps, Construct Wiers and place silt fencing as noted on plans. 0
d. Create building pads for construction, install storm drain inlets with sedimentation control.
24" in. e. Maintain erosion and sedimentation control measures as needed to assure full
functionability. Inspect and repair after each rainfall event.
#57 Cleaned Stone f. Once building pads and roadway have been constructed, immediately prepare the
or NCDOT #5
surrounding soil for seed as noted below. Provide ground cover for all disturbed areas O
within 15 days of completing any grading work. Install temporary filter fabric to all swales z
STABILIZED CONSTRUCTION ENTRANCE (NTS) and ditch sides, when mulch will not hold.
3. Once all areas have been stabilized, Contractor is to remove temporary erosion control Is"d
~Siit Fence 1. Stone Size: #2 (1.5" - 2.5") cleaned stone
2. Length to be a minimum of 50 feet. Width to be a minimum of 12 feet. measures,regrade, apply permanent seeding along with specified fertilizer and mulch. C> 2L
~r CV z s t11
Thickness: 6" minimum s co V V- o
3. When necessary, wheels of construction vehicles are to be washed before d ~C f'•11111•~' .
entering onto public roads. Washing to be done on an area stabilized with PERMANENT SEEDING SCHEDULE
cleaned stone (6" in thickness) that drains into the sediment basin.
Permanent Seeding Mixture w/ Nurse Crop 1
4. The entrance shall be maintained to prevent tracking or flowing into public
right-of-ways. Top dress stone as necessary. SPECIES RATE (LB./ACRE) DATE
1
German Millet 30 April 15 -July 1 AA
i N L ET DETAILS (NTS) Annual Rye (Grain) 40 July 1 -April 15
w US L Ce)
Common Bermuda (Hulled) 50 April 15 -July 1
Once inlet is constructed install silt fencing around inlet as Common Bermuda (Unhulled) 60 January 1 -March 1
noted in silt fencing detail. a~ CF) 1 0 cY)
Temporary Seeding Mixture
1 w co CN O 000.
c+ n c n i r c~ 11 A T r 1 Co i, w
Jr~~+~~J KH I t (LtS./HI;Kt) UA I ~ co x
L 0 cuLL
German Millet 120 May 1 -August 25 o
Seed & Mulch, Annual Rye (Grain) 150 August 25 -May 1 Z o
Compacted Soil 1 a L~~
after Raking Surface 2:1 Slope, max ~ N
NOTE: Temporary seed mix shall be used for ali areas exposed greater than one week and ~ ~ Z M < MOW)
subject to further disturbance. Permanent seed mix shall be checked for adequacy. r Co 04
Adequate cover shall have 30 sprigs of Bermuda per one square foot.
P40, N~ cr)
-III-I I (-III-III-III I ((-I
-I I (-III III-III-III-I I-I I -I I -1 I-
-I I I-I I I-I I I-I I I-I I I III-I I -I I I I III-I Z o
2' BW Ing 0
SOIL ADMENDMENTS (TILLED TO 6" DEPTH PRIOR TO SEEDING)
'-0" Min. '-0" Min.
Wire Penang 8~ Apply Agricultural Limestone - 1 ton/acre 1~
Filter Fabric Apply fertilizer at a rate of 1,000 Ib./acre (10-10-10)
TEMPORARY DIVERSION DETAIL
Steel post or DOT approved T-Bar N.T.S. Mulch
8' O.C. w/wire Mulch - 1 to 2 tons/acre -small grain straw or equivalent cover.
6' O.C. x-tra strength, w/o wire
Compacted Anchor -Asphalt emulsion on slopes (when mulch is not sufficient) at 430 gal./acre (type RS).
Backfill Mulch anchoring tool shall be used on all other areas. W v~
V v
°',n::. Maintenance
Refertilize in the second year unless growth is fully adequate. Mow to 3 inch height when W
average height of grass becomes 5 inches. Reseed, apply soil amendments and mulch w ~
/ •.~'d - _ ~ ~ g., Min. L J
r~y/jam ~ = 1~ damaged or dead areas immediately. 0
~ Z
U) 0
~//j~~~~~~ -II II f p;~ ~I I-III , r U) z 0
- ~//~~~r~_ i ' 24" min. ~
0
Extend Fabric and Class B RipRap, full width of swale L
W re 8" deep & 4" forward into Trench W~ #57, Cleaned Stone, x--21" Min pC 00 0
min. 12" thick, 2:1 Slope 4', Min
w m m W '01 L)
O cn ~ w
SILT FENCE DETAIL ~o~ ~ . FLOW H 1.5' H ~o s/O a. o
N.T.S. DATE:
'Qo ~o~ ~~-#57 Stone, cleaned
NOTES: a+ ~r~ or NCDOT #5 5115/07
1. Remove any sediment greater than 12" deep. Repair any Filter Fabric ~°.o~ 1.5' min Filter Fabric DRAWN BY:
undermining immediately. ~3', Min
RAM
2. Contractors option to use at toe of slopes adjacent to pavement
to protect paved surtaces. CrOSS-Section View Trap No. H W L 'Face Face of Flow' View CHECKED BY:
N.T.S. ~ 4 5 8 N.T.S. MFA
2 4 5 8 3 4.5 5 9
4 4 5 8 SCALE:
(Dim. in Feet) 1 :40
5F1EET NO.
tItMPOKAKY SEDIMENT TRAP WEIR EIR
Design can also be used for Check Dam 5
OF 5