20070312 Ver 1_Site Plan_20070611

r
N
C
O
. aRwa ~o,~n ~ O U
0 CD
Q IL o co zCO
0
~ 2 Er
~ ~ Q = o?~ X
ti
co
Q Q
00 O CD
r
N 3 c
t a.
-inn
r ~r~ ~,.I ~
p SITE TE ~ / 'IM ' • ~ ~ r~ ` \ • ROAD i ~ ~
r, • ~ • • ~r~ ? Q ` ~/M?
~e 1~ r~~r M~
r
N N W aC . ~ • r" n
501 Z ~ _ - F ~ a ~ o cn ~ ~ Q AIP~~lOX~11~ r,. w U ~ J t0 to p LOCATION OF 'SO
~-----i----- --..i- ~ N • O ~ . t0 STREAM 6UFFER ~0' • m ON ~ N
808BY H. CARROLL ~ ~ W p~ FROwI TOP OF + O ~ . ~ Y Q?
~ D.B. 297, P. 416 ~ ~ ~ 2 ~ ~ ~ i J' . V 1 + CJ J + m ~ ,,i ....,..r Q'
7 ..T 3 ~ o
~TM ~ 1 PROPOSED + 1 ~ 1 1 ~UElD~ISION OLO FARM 1 + 1 ~
yA 1 RQAp 1 ROAD ~ 1 1 f 1 i 1 t
QoCq~y,~ ~A~ b 1 ~ 1 1 1 i~r'~• 1 1 r
1 ~.i • ~ 1 ~ ~ + 1 r ~ 1 ~ 7 23 t ~'1r
v ~ ~ ~ 3 , / 1 1 4. 2 ~ 9
~ ~ ~ ~ 1 / ~ ~ 1 ~ ~ / 1 ~ 1 ~ / 1 + ~ 1 ~ ~ 1 I /
O 1 ~ ~ 1 ~ 1 ~ ~ ~ f ~ / 1 1 ~ ~
0~ ~ ~ ~ ~ 1 ! / 1 1 ~ ~ ? / 1 1 ~ 1 ~ /
o 2 1 I , l ~ ~ /
1 1 / `mac 1 ~ ~ ~ 1 ~ NICHOLAS W. AL EN JR. L
P ~G 25 ~ ' '~c 1 ` ~ ~ O i D.B. 178 P. 182
NESTER B. JACKSON r , ~ ~ ~ + ; ~ ~ I
W.B. 76-E-16 'T--~IE ~ ~1 `_-A ~ 1 1 ~ / 1 • 1 I y ~ 1 I 1 ~
a} -•~,•y,,, ~ ~ CULyERTS I J ~ •...,r,..w+ I 1 ~ I ~
a~aa raus¢ ~ ~ 1 ~ r 1 1 ~ ~ 1 ~ \ r~.'i~_` l r 1
% ~ / ~ AI~~
Z % / r// ~ ~ ~.u~~~p ~^r 1 ~ ~ r 1 I ~ 1 I FROM TROP OF BM1K Q
1 i ~ ~ ~ 1 I 1, ~ ~ ~ 1 I
W _ 23 I r ~ ~ 1
DATA TABlE N ~ ~ Z Z i I ~ 1 i ~ , , 1 ~ 1 ~ , / 1 ~ 40
r i i ~ I 1 ~ i ~ 1 ~
O UNE BEARING DIST 1 ~ ~ ~ • ~ i i / 1 I i I 1 L C16 0
L- 1 S82'24'27"E 58.50' l- 2 589'10'11 "E 50.22' - { i i / 1 ~ ; / 1 I ~ ~ 1 ~
L- 3 N8524' 19"E 67.16' 1 ~ ~ ~ 1 1 ? ~
L- 4 N8a'34' 18"E 71.56' L- 5 N7T33'40"E 80.62' I ~ i 1 1 ~ 1 i 4f 1 i ~ 1 p Cl
a L- 6 N0702'46"W 2.85' w 1 ~ 1 ~ 1 . ~ ~ 1 ~ ~ NICHOLAS R. ~ ~ ~ ~
L- 7 S8~3528"E 138.38' L- 8 N76'50'38"E 76.86' N84.4g'pg 1 i 1 l ~ D.e. 1 s2 1 ~ , . , i ~ ~ O 00%Jo1111/1le
L- 9 N~7'26'23"E 49.90' 1045.36 L- 10 N81'44'12"E 61.08' 34 48 ~ ~ i Q ~ 4
.3 6 • ' s, ~i
VICINITY MAP L- 11 S83'18'22"E 151.14' N 4 0 2 7 1 \
Nor ro sca~E CHARLOTTE H. WEAVER 6 6 7 .3 8 eou~ow~r Y;. SEAL 27892
D.B. 233, P. 105 00 0 Q?~• 40
N LEGE D NF NAI F UND
L - CLEVE G. MOORE 0 N :x
D.B. 297 P. 171 ' IF N N F UND RO 0 ,~~~IIIIii~~~~~~,•
200 0 200 400 600 Scale 1 " = 200' S RO N 6 g a~
0 MATH MATICA E L
POINT
TOTAL DISTURBED AREA: 4.20 ACRES
Job fiber: 07--
SITE LOCATED IN PERSON COUNTY, WP
Cheri ed SPS
NORTH CAROLINA 0 Dot* 2--12--2007 Rev MlaMe 6/of° 0
F
LIST OF SHEETS 9
SURVEY AND BOUNDARY INFORMATION 7 i
CD 1.0 COVER SHEET
PROVIDED BY:
CD 2.0 PLAN/PROFILE: DANIEL RID CD 2.1 PLAN/PROFILE: BESSIE LAN PLAN/PROFILE: HEATH LAN CD 8.0 DETAIL SHEET ¦ 1 ¦ ¦
HAMLETT-JENNINGS AND ASSOCIATES, P.A. ¦ FOR COW I Rue I ION
~ ¦ Sheet Title
¦
¦ ¦ COVER
SHEET
D 8.1 BI ETENTI N AREA DET I C I LS
8hNt Number

CD 1.0

¦
~ ~ ~
EX. TOP OF STREIN~1 SANK i Nom: ~ ~ SIGNS WILL BE PER N.C.D.O.T. STANDARDS j , - - ~ ~ ~ i ~
1 1 ~ i ~ I HEA E / ~ ~
1 ~ ~ LOCAL RESIDE STREET
f ~ ~ ~ ~ s5o ~ {
t I ~ -
~ N CONC ETE HEADWAU. ~2 ~ TEMPORAR'Y SEDIMENT TRAP ~4 ~4 1
r ~ ~ ~ RE: 1 .18.19/CD-8.0 ~ EX. CONTOURS TAKEN FROM TEMPORARY DNERSION 29' ~ PERSON COUNTY NCDOT UDAR DITCH (TYP.) ~ yy~pTM gp' °F.~ r ~ ~ -
~ ~ BIOR~TENTION AREA ~ 1 RE: 5/CD-8.0 ~ DEPTH 3' ~ I
~ ~ 1fOLUME ~ 4503 CF
I' ~ I I TEMPbRARY SEDIMEWT ~5 NOTE: ~ WEIR LENGTH 8' ` ~ •
/ ~ 1`~ LENGlYI - 20' ~ ~ WIDTH `ffi 75' SIGNS WILL BE PER N.C.D.O.T. STANDARDS RE: 4/CD-8.0 PIPE ~3 ~ 7 EX. TREEUNE (TYP.) ~~x~ oQsfo~ I p(, CREEK AND .
a ' PROPOSED 18" RCP 1 •O ~ STREAM BUFFERS
/ ~ VO~LU ~ 3 2421 CF 60 LF • 1.5016 ~ ~ f EXISTING ~ ~
~ - ~ ~ YVEIR LENGTH ~ 8' PROPOSES ROAD CENTERLINE ~N = 622.76 ~ \ ~ INV OUT 621.86 \ ~ GRASS ~ P. FIELD ~0~ 1
Y~. ~ O t-- 0
~ / ~ ~ ~ ~ SILT FENCE ~ LOCAL EI DENTIAL STREET \ ~ ARCH FlLTER (TYP.) ~ TEMPORARY SEDIMENT TRAP ~6 RE: 20/CD-8.0 W ~
~ ~ (TYP.) LENGTH 26' \ ~ TEMPORAR'Y WIDTH 77' LENGTH PORAR'Y SEDIMENT ~3 `~XO~ ~h~' ~ SEE DETAIL 10/CO-8.0 \ 23' ~ ~ k~`/ ~t ~ FOR CUL-DE-SAC DETAIL 1 N
o DEPTH 3' WIDTH 6 VOLUME 3711 CF R~30' p~ 3' 0 C
"~~P EXISTING ~H 35 ~~~lo. ~6 v~
/ "STOP" SIGN ~ ~ ~ ' AHEAp" SIGN GRASS S \a~o EX. TREEUNE (TYP.) WEIR LENGTH 6' ~ VOLUME UME 2595 CF ~
~ FIELD ~ R=30 . + ~ ~ TEM D ~ PIPE ~4 RE: ~CD-8.0 ~ WEIR LENGT STA. 6+40.04 ~ `"s ~ ~ RE: 4/CD- PROPOSED 2418" RCP - t LENGTH 6' EXISTING ( 4/CD-8.0 ~ GRASS \ ~ FlELD ~ 0 00
~ ~ ' ~ r onr~s~oN Z 00 t0
~ ~ r ~ ~ DRCH INTO ~ ~ ~ ~ I SEDIMENT 48 Lf O 2.OOR i ~ \
/ ~ 1 ~ ~ ~ , TR,gp ~ INV IN 621.16 ~ 1 c ~ INV OUT 620.20 / ~ ~,~0 + ~ ~ ~ ` xo CY)
O - a ~,~x ~ RE: ~ 5/CO-8.0 s ~ - X
DA~I~.E L RIDGE L~.I~I~ ~ i ~ - ~ SILT FENCE OUTLET ? L°
. ~OD W
R=3~~ Q cl O V•
~ ~ ~ _ ~ S 13'12 52 E j I- ~i - - ~ ~ S 1 38 23 „r i _ i~~~ ~ / ~ ~ OD
~ I ~ ~ ~ O • Z
~ TEMPORARY CONSTRUCTION (n ~ ~O N _ I ,y + o =30' X5\.51 FT + + U)
EMRANCE ~ -T- - a _ . _ _ _ 50' r, ~ I C DAM SILT FENCE (TYP.) RIP RAP APRON, I ~ r_°~ „~r ~ • R 8.0 LIMITS OF RE: 1 /CD-8.0 CLASS B STONE ~ 1 TEMPORARY DNERSION DITCH / CH N 36'57'49" W ~ f o
INTO SEDIMENT TRAP T 136.63 FT ~ ~ R310.OOFT
~ ~ ~ D ~ ,1 ROCK CHECK DAM I R=30' ' RE: 5/CO-8.0 / ~ a 257.37 FT J W CL
~ CL 250.04' /
r ~ I ~ PAVEM ~ 1TYp.' Cam) 10'X70' SITE TRIANGLE (TYP.) ~ ~1 RE: 14/CO-8.0 DISTURBANCE (TYP.) 18" THICK, 12' 1 LONG, 14' NfI~E. RE: 10'X70' SITE TRUNGLE (TYP.) pc :18'33'49" / / DELTA 4T34'07" NOTE: CONTRACTOR IS TO USE TEMPORARY /
` I ' ~ ~ ~ 1 SIIT 1FENC (OTYP•) 9/CD-8.0 ~ RIP RAP APRON R~~ PROPOSED 50' ROW / ~CL,ASS B STONE, 18" ~ r / DNERSIONS TO DIRECT RUN-Of'F INTO SEDIMENT `
~ ( I : ~ J RE. /CD (TYP.)~'`~ ICK. 9' LONG. 10.5' 1 ESSIE LANE UVE ~ TRAPS TO THE GREATEST EXTENT POSSIBLE. ~
IX. EDGE OF PAVEMENT ~ ~ ' .SID STREET / J I
t ~ ~ IP t ~ BIORETENTION AREA ~2~ 1 ; ~~`t - -P E RE: 3~4/CD-8.1 \ ~ ~ - 62~ ~ ~ WIDE. RE: 9/CD-8.0 1 CAL RESID ~ , ~ 15' DRAINAGE ~ - - / P POSED 20'X20' STORM ~a
p/~p/~ ~~A 1 PnV?v5~ W" CMP \ / , EASEMENT~~ D NAGE E4SEMENT (TYP.) 1 1
~ EX. RIGHT OF WAY + 68 ~r O 1.7670 ~ ~ 620 ~ ~ PIPE .PROPOSED 18' RCP. TEMPORARY SEDIMENT TRAP ~2 i ~ "J
~ INV IN 598.80 ~ ~ \ 1 ~ ~ ( INV UT = 597.60 ~ CONCRETE HEADWALL ~1 ~ ~ NOTE: 60" CMP CULVERT INSTALLATION 60 LF 9 1.51 R. INV IN 622.:50. TEMPORARY IPORAR'Y LENGTH 3D' ~
WILL BEGIN ONLY DURING APERIOD / ~ ~ / a 621 ~ / I mss: DNERSION OF LOW STREAM FLOW ANA WHEN N9 / ~ 5.00 ~ "STOP" SIGN (TYP.) / ~ DITCH INT'0 :RSION VYIDTH ~ 85' ~ ~ i ~ ;H INT'0 DEPTH 3' ~ - w
11 z ~ ~ RE: 17.`i 8.19/CD-8.0 RAIN IS FORECAST FOR MINIUMUIyLOF / , ' " SEDIMENT )IMENT VOLUME =5031 CFA NOTE:
~ ~ I ~ RIP RAP N 72 HOURS. , ~ / ' / / / T~ RE: ~P WEIR LENGTH s 8' I / ALL CONSTRUCTION TO COMPLY WRH RE: 4/CD-8.0 ~ / N.C.D.O.T. STANDARDS FOR SUBDMSION ROADS 1
~ ~ CLASS 1 ST E, ' / / 5/CD-8.0 ;D-8.0 I moo/
~ ~ ~ ~ 24" THICK. 2 'LONG FUTURE LOT LIN~i(fYP.)~ ~o/
~ ~ RE: 9/CD-8.0
50 0 50 100 150
rn ~ ~ .~~~_n~
r~.~?n v~~rr: VNI\IC~. R~VVG ~.I~in~ r+..~. ~T..~ ~ r ¦ ¦ ~ ¦ Y~~I`I w
Scale 1 " = 50'
645
645
Curve Lengt ~ ~ s Length 140.00 640
f U
640 ~ / o
W J _.r~ D ~
~o a; 3 J
O o0 ~ 635
W J ~ O ~ W U O 0
635 ~ ? r r0 V p ' d o
~ ~ ~ + M
Curve Le th 21 K ~ 53.7 630 h 215.00 - n ~o ~ 53.75 ~ ~ ~ ~ p M
~o a? ~ +O 630
t N N N ~
. .
d ~ W •
N Z~ SEAL
d' N N = ?1892 625 g 07
M M tD 9~ ~ ~ CD tC 16 620
625
~ s ~ .oox n a ~ J
v ~ ~ Cu Length 16 00
~ n . ~
620 Curv len th 215 00 ~ ~ ~
Z K 31.71 c~ ~
~ + ~ /
z n n Job Number: 0702
EX. S 1142 ~ ~ STING CENTERLI E 61 S w SLOPE _ -1.78X :RLI E PROFlLE W W 615
Drawn scp Chocked sPS
~ ~ ~ ~ PROPOSED ENT ~N n + O :D ENTERLINE PRO ILE Date 2-12-2007
Rwvvsiens
o o ~n n p
- ~ n w ~ > 610
- PROPOSE 24" RCP
610 - ~ ~ - - 5
A 48' LON SLOPE 2. X
o - -1.78f,
605
60~J w D PARTUILLY P VED. CMP PI WILL MEET FINAL. PLANK NOT ARlD
a n FOR
~ >
600 Sheet Tide
600 ~ P E t + . P N
IN 598.80 OUT 597.6 PRO ILE
595
v KGRII~ HEAD1~f EACBLE~ID
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+50
595 ~ R 12/CD-8.0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 8h"t Number
F00 TO 1+73MO3 HORIZONTAL SCALE: 1 50' CD 2*0
PROFILE VIEW: DANIEL RIDGE LANE -STATION 0+00
VERTICAL SCALE: 1 " = 5'

i
\ ~ ~ , ~ EX. CONTOURS
~ ~ TAKEN FROM ~ PERSON COUN11' ~
\ ~ \ ~ \ 1 ~ SEE SHEET CD-2.0 .D-2.0 NCDOT UDAR ~ 6a0
CURVE 2:
UMITS OF \ CH S 82' 16' 14" W ~ ~ ' SILT FENCE (TYP.) nrP.) C I V
DISTURBANCE ('TYP.) 1 T 115.59 FT ~ R 310.00 FT ~ ~
~ .r-
SEE SHEET CD-2.0 1 ~ 22'29 FT ` CL 216.62'
pc 18'33'49' ARCH FlLTER "app" SIGN (TYP.) DELTA =40'53'57" ~ ~
~ / i 6`~~ PROPOSED ROAD CENTERLINE ~ ~ TEMPORARY,ONERSION HEATH UWE EXISTING GRASS
TEMPORARY SEDIMENT TRAP /2 ~pRppOSED 50' / z , n ELD i
TEMPORARY DNERSION SEE SHEET CD-2.0 I ROW (TYP.) D(. TREEUNE/ ~ \ 1 ~ \ ~ PR0 BESSIE LANE \ TEMPRARY SEDIMENT TRAP ~1
DRCH INTO SEDIMENT ~ TEMPORARY DNERSION DITCH ~ LOCAL. RESIDENTUII STREET EXISTING ~ LENGTH 20~ \ ~ ~ PROPOSED 50' ~ RE: 5/CD-8.0 / LOC11L RESIDENTIAL STREET T Q
REA 5 CD-8.0 ~ INTO SEDfMENT TRAP g0' p / GRASS \ FlELD r WIDTH 60 ~ ~ ~ ~ 1 ~ 1 ~ ROW (TYP.) ~ / DC. TREEU } ~ PIPE ~3 \ PROPOSES 18' / TREELINE (lYP.)
l ~ oEar~ - z.s' 1
.,a ~ y ~v.~ PROPOSED 18' 1 ~ VOLUME ~ 1~B1 CF ~ WEIR LENGTH 4• SEE SHEET CD-2.0 PAVEMENT (TYP.) 0
2 / PAVEMENT (IYP.) ~ RE: 4/CD-8.0 Q
~ T w t 18' ~'D''°~' ~ ~ ~ 15' DRAINAGE t ~ ~ LIMITS OF ~o N
' 1~i EASEMENT ~w ~ "STOP" SIGN 3 _ ~C ~ C ~ O
f
r r?o ~ ~ vt°d' Gj ~ d cO
~ 36 ~ ~ ~ _ 1~ Q W ~c6
~,9 ~ ~ / SILT FENCE (TYP.) o ~~s/ ~ ~ Z } . _ ~ ~ / ~ ~ , - - g~ RIP RAP 1 y Z CO
~ c~ 6 ~y~ x ~ RE: 1 /CD-8.0 ~ La ~q N ~ ,~~N ~ CURVE 3: ~ ~ Z ~ci
~ ~ ~ EXISTING + ~ ~ °v° _ - ~ SEE SHEET IG CO-2.0 .g1 i o _ 640 , - CH S 8542'42" W ~ ~ ~ 1. ~ ~ ~ T 137.31 FT y ' / ~ Jv
/ PIPE ~2 ~ GRASS N ~ k Xa / ~ ~PORAR'Y SEDIMENT L = 238.52 FT ~ I~ / ~ v ~ x L°
STA. 0+32.88 SILK FENCE OUTIET (RE: 6/CO-8.0) F1EL0 6~0 ' ~ ~ / / ~ PIPE 2 ~ ~
~ 20'X20' STORM DRAINAGE EMENT (IYP~) ~s xis ws ~ eee ,aw as s~ a~lA1s ~ SEE SHEET CD-2.0 CL = 251.10' / h/ Dc 18'33'49" / ~ tG
~ RIP RAP MRON ~ PROPOSED RQAO / SEE SHEET CD-2.0 \ ~ RQAO CENTERLINE ~ USS B RIP RAP SEE SHEET EXISTING CHANNEL TO TST ~1 CD-2.0 J ~ ~ ~ DELTA 4T46'S5" ` ~ CO Q O
/ TEMPORARY ONERSION GRASS 18" THICK RIP RAP ~ DRCH INTO SEDIMENT FlELD 6' MIN. WIDTH / 20'X20' STORM DRAINAGE ~ g ~ EASEMENT (TYP.) / EXISTING ~ 2 N O~ C
i ~ , Z ~ O's
• ~ ~ ~ Y ~ o'x~o' s~ Tauwc~ (n~.~ Z ~ SILT FENCE (7YP.) ` ` ~ X630 ~ / ~ ~ RE: 5/CD-8.0 / ~ ~ / ARCH FlLTER ~ GRASS . 1WW~ 09
~ / t ~ ~ / ~ RE: 20/CD-8.0 FlELO ~o ~O Q W Us ~ Z 3 c
. ~ RE: t /CD-8.0~ ~ ~ ~ ~ ~ ~ SEE DETAIL 10/CD-8.0 FOR CUL-DE-SAC DETAIL / ~ 10'X70' SITE TRIMIGLE (~'YP.) , ~ 6 y a TOM 0 Ix t9 r
RIP RA~~RON ~ ~ i ~ SEE DETAIL 10/CD-8.0 ~ / , FOR CUL-DE-SAC DETAIL a.
0 y~ SEE SHEET ~CO-2.0 \ ~ \ ~ ~ ~ \ ~ ~ ~ ~
/ EXISTING %TING
~ 1 TEMPORARY DNERSION DITCH , / / ~ ~ ` INTO SEDIMENT TRAP , Fl LD ASS
~ ~ ~ i =LD
N~`~
SEE SHEET CD-2.0 1\ \ ~ P~~ COUNTY NCDOT UDAR ~ ' ~ ~U \ ~ FUTURE LOT LINE (TYP.) J ~ ~ S~~M~ . ~ s ~ TEMPORI~Rr SEDIMENT TR/W /3 SEE SHEET CD-2.0 ~ FUTURE LOT LINE (TYP.)
- SEE SHEET CD-2.0 SEE SHEET CO-2.0
\ ~ , ~ \ ~ N ~ ~ ~
1
TEMPORARY ~ 1 ~ ? 1
S,~P ~6 SEE SHEET C0~-2.0 \ \ i ~o
SEE SHEEP ~ ~ ~ ~
CD-2.0
50 0 50 100 150 50 0 50 100 00 150
g,87 PLAN VIEW: H Scale 1 " = 50' HEATH LANE - STATIt,~N 0+44 T4 5+98.81
PLAN VIEW: BESSIE LANE -STATION 0+00 T4 6+98.8 Scale 1" = 50'
D A
J
650 660 W V 660
650
V Z
J ~ W
645 655 ? ~ 655 ~
645 0 r z a.
i
U N ~ ~ ? y A
~ 17 t0 640 650 650 8v
640 ~ °O- N a
~ + N N
+ ~o N
~ N M
Curve Le th 175.00 W 1645
635 z / a a ~ t ~ ~ W 635 645
4 W ~ W t) 1
M ~ (n / V r
- W M+f tC \ \ J li
o SLOP -2.007r FOR 0' N N ~ O SEAT. 640 27
s~ < > 630 + W ~ ~ 630 640 i v~
2y' cv m ~p N ~ ^ oD
~Z N N Z s \ ~ a0 N N ' d ~ 1~ ~ m tD r aD
S J w"E7VP
Z~ ~ W 635 Spa y~a7
625 625 635 ~ SL PE -2.oox W
~ = s 0+2o.oa
? N
r D(IS11NG KNIT BANK G E Job Number: 0702
620 630 630
620 °0 . E -2.44 o 9g Drawn Sc' Chocked
N ~ / / ti~ 2-t2-2007
O tD n n / RwNlo~11~ s/~ 1~/~~ - ~ a r
PROPOSE 18" RCP ~ Z.007~
615 625 625
615 ~o
60' LONG, SLOPE 1.51 N
610 620 E 0+33.00 620
610 E 0.65
FINAL PtJ1M NOT IIdEA~
FOR COINTMIC?1011
605 615 ~ 615 $h"t TM*
605 i our = s2t.8 X1.8
6D' LONG. SLOPE 600 610 )PE 1.507r PLAN/
PROFILE
610
600 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 ~ 6+50
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 0+00 0+50 1+00
I: HEATH LANE -STATION 0+00 TO 5+98.81 HORIZONTAL SCALE: 1 "
PROFILE VIEW: BESSIE LANE -STATION 0+00 TO 6+ 5+98m87 HORIZONTAL SCALE: 1 50' PROFILE VIEW: H VERTICAL SCALE: 1 " _ = 5' 501 CD 2.1
VERTICAL SCALE: 1 " = 5'

FlLTER FABRIC 2' MIN
MONSANTO BIOIM - C34 or EQUAL Q Q ~ s rT COMPACTED 'MIN
OG WIRE. 12 GAUGE MIN.. 4"x4" 3 50~ P SUPPORT FENCING tL ~ 3 wM STEEL ~ EE~PN SE SECTIO
50' PUBLIC R/W ~ W ' HARDWARE CL07H
STEEL POSTS ~ 18' P AT 8 FEET F- 18' PAVED ROAD ~ ~ ~ ~ ~ ~ ~ ~r ~ p• °~wc 8 ~ FlLTER i STEEP CUT OR FlLL SLOPE ~ - - FlLTER OF 1" FABRIC ILTER 'ABRIC ON
MAXIMUM SPACING ~ I 2" SF 9.5A ~ ?aT Exc~a+o a (~q I DIAMETER WASHED STONFgUR'Y WIRE GROUND ROUND
~ 5~ 6, ~ ASPHALT 6' ~ z ~ ear a+~u. ~ srw~am ~o ~ 2:1 SLOPE (MAX) FE~i4RE ~
ORCH SHOULDER SHOULDER ~ ~ S~3oSS SECTION ~c I s. usE caw oowr~.~oa Fu w?ro~ sae a~ yaw.
" ABC STONE ~ m ~ y~f/Ir~~ Y M
2•~ PER f7 1 4 PER 3~~ - "PER FT 21~ ~ ~ ~ CROSS SECTION - ~~~~U1Z~~E pOpNERSIOgN~ ~pINC~H ~ AND E~OSIOONTR~L
D ^ _ ' - _ _ i :..Lr _:...I _ 2., _ NETTING SILT
epoosos:nD~De - , ~o rt ww t~ got SILT FENCE ~ ~ FENCE ILT ENCE
2/CD$.0 OAD CROSS SECTION rac Flu ~ ~ Woc p
ooo°o~oR - ~ MaQNi ~~t s r~ sioc xArE Aiewc w~c ~tu~y, FRONT VIEW
WASHED STONE IN TRENCH W cKa~q ~ UPSLOPE TOE P~SITNE GRADE 1.07r MAX. ~ N Q
opoDOeoDD AND 6" UP THE FACE OF SILT D~°D~ z MN FENCE -CONTINUOUS. LINE WITH WITH GRASS iii TY WIRE FENCE,
6" TRENCH 1~1~d~E SIDE SLOPES ~ TOP F SILT BURY WIRE 2 ~ FENCE MUSF BE FILTER FAB MiwA~r s ~s°~a K r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - AT LEAST 1 HARWARE O~F~WAS Ed STONE I ~ TRENCH DER FABRIC, AND
~DO~°°~° GROUND SURFACE ~ ~r~r ~wr wrr~ ~ ~ wia a w~w? Mww~ ~ ~R ~ ~oR wir is iu a O~iM01~ ~I~K Iw 1001~M~ l0 Mt-Nr! 1E mlll 0l~I OI M 1M/. 11/C[ 11R cif ~ S 1 10 A OEMI~~ 0~~ ~ NO Ir1A0L llt CN~MO IIM~ 0?1R Mid III~IL AWARE CLOTH IN o
:NCH W ~ T N
POSTS ORIVEN • ~ I~ I I- ~ _ ~ MIN. DEPTH 1' emu` ~ea~ws u~i ~ a ~ o aim Naw~ wp1°`ias'ert a~iMC°~a'"w.ae~e ~ ~ ~aii ~ _ ~ OMOL /IM Ir M ~/1/Om IIIOY M ~/YMf INR R IlIAOS Y~NOK ~ ~ai~w~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ STEEL FENC~ POST SET MAX. 2 APART T V o ,c
18 INTO GROUND ' ~ (~~BASE WIDTH OOIOI~YL~II SIN ~ °1""'"" STEEP CUT OR FlLL SLOPE _ %
•-iri-~ 'tTT~i11 1 iCD~8.0 3/CD-6.0 WI~ ~ ~ 3-' ' ' ~-I II-G I I i ~ I 1 I- ~ " - fMl~ M ~11~A AO Ml ~1~~ 1~~ MOR lIR ~IIrR ~OOI M ~OM~r1 IIOY llt 1M MON~~ Ml~t 1~~_~i~~ ~ ~ C== V V to
/~:~$.0 S/CD$A PLAN VIEW !CD-8.0
31LT FENCE ERIC FLAP ON RAPEZOIDAL CHANNEL MPORARY SEDIMENT TRAP EMPORARY DIVERSION DITCH ILT FENCE OUTLET Z 00
*o~ TRENCH BOTTOM No~r.o.cws co w ~
EROSION CON1ROl/CONS1Rl1C110N SEQUENCE E a
EROSION AND SEDIMENTATION CONTROL NOTES t. OBTNN LANO WSRIRBMIG PERMR FROM NCOElNt. P06T UWD OIS~tNtBN~IG 1. THE CONTRACTOR WILL ADHERE TO THE EROSION AND SEDIMENT CONTROL DEVICES ~ ~ ~ ~ SrAT10N 1+09.82. CLE/1R APID GRUB AREA FROM $TAl10N 0+00.00 lb STATION TtNtBNJG PERI~NT AT 1HE S~tE. ~1 1 R S O ~ - CONTRUCTION NOTES J x
ON THE APPROVED PLANS FROM THE ODD OF E)Q5(INC PAVEMEM TO THE PfiOPOSED CUWERT AT CULVERT ~ ~ 1. KNOWN UNDERGROUND UTILITIES ARE SHO THE DRAWINGS FOR INFORMATION PURPOSES 0 - _ ALL EXISTING UNDERGROUND UTILITIES MY NOT 1E SHOWN ON ? no OSES ONLY.
AS SHOWN ON THE DRAWINGS. oo1NNSTREAh1 RIP Iilw PROTECTION rwD SILT iENCE AT TOE OF FlLL StAPE AN PRIOR 7~D l:RAOMIG. 0 STATION 1+09.82. MbTALL 60' CMP CULVERT 1MO ASSOCM?ED flll. IMMEDIATELY NdSTAL1 CAPE ANO ABOVE PIPE EMUS. CULVERTS 70 BE NrSTALIED gIMEdA7ELY AFTER C1.61RING AND WY NOT BE ao
2. THE CONTRACTOR WILL INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER ~ ~ ~ ~ ~ ~ EVERY STORM, DEI/ICES WILL BE REPAIRED AS REQUIRED. p,~ryUnpN, SHOWN. R WILL BE THE RESPONSIBILITY OF T CONTRACTOR TO LOCATED AND VERIFY THE DE R 3 5 ~ ALL UNDERGROUND U111.IT1ES PRIOR TO CONST ~ ALL O~AMAGEO OCISTING UNDERGROUND Ul'IUTIE ~ BE REPAIRED IMMEDIATELY. rY OF THE co ; ME DEPTH OF Q o o
oN 7HE PtJWS BEYOND THE ClJ1.vERr N~ISTNIATION. CtENt MID GRUB ARfA 8E'fON~ CIN.VERT NOTE: U BER AF'RONIPWRH M~N~DBIDIME G34 Flll ER CONSTRUCTION. z in N
3. SEEDING AND RESTABILIZATION OF DISTURBED AREAS MUST BE ACCOMPLISHED PER ~ ~T~~ ~Y ' T~ ~~~T rn~ ~o~os~ THE PLANS NVO SPECIFICATIONS WITHIN 10 DAYS OF COMPLETION OF GRADING ON ANY CLOTH OR EQUAL TO PREVENT WASHOUT. ~eorosm Row. ~?s oa+sTRUC~noi+ ~o~scs. ~sr~ raewwewr aeo~oN c~rt~a ~ UTILITIES WILL 00 a
9 • ; to 2
OR ALL P09RTIONS OF THE PROJECT. s, ~ Rp~p w?s ems cw~pEp iwp s~~ou~ppes w,yE g~r+ sr~uzEp, a re n,ai waE crtax~c oo~rae Esueusr~o. e~uzEO. a sm~a~r Twws. CoHSn~r e~o~o~noN ~s o~Y ,ire ~s owraan+c PIPE ou~rlEr , 2. ALL WORK PERFORMED ALONG STATE HIGH RIGHTS-OF-WAY WILL BE DONE IN ACCORDANC ~.i THE RULES AND REGUU110NS Of THE BOARD N TRANSPORTATION FOUND IN THE PUBLICATION " AND PROCEDURES FOR ACCOMMODATING UTIUTt ~ HIGHWAY RIGHTS-Of-WAY. PROVIDED BY THE _ R35' ~ DMSION OF HIGHWAYS. ALL DISTURBED ROAD SHOULDERS. ANO ROADS WILL 8E RECONSTRUC / ACCORDING TO N.C.D.O.T. STANDARDS. rE HIGHWAY w 0
4. ALL EROSION ANO SEDIMENTATION CONTROL DEVICES WILL BE MIUNTAINEO UNTiL Q ~ ~ ~ ~ RIP-RM LAYER ~ ORDANCE WITH Z 0 BOARD OF
PERMANENT GROUND COVER W1S BEEN ESTABLISHED. AFTER THE GROUND COVER HAS p~~ ~ ~ M,q M~NtE~CE pF ~ifsE pE~CES, s~ BEEN STABILIZED, ALL ?EMPORARY EROSION CONTROL DEVICES WiLL BE REMdVE~. OONTINUE TO FUNCTION PROPERLY. 1F~ PERSON RESPOfiSIBIE FOR ER0610N COI~i1ROL WILL. ~ V1 DES sHwx~ eE MtsPEC~EO wEEK~Y ~w0 A~EIt A wuNFAlI of MORE 1?Yw O.s n+CHES. 12" GRAVEL LAYER, ~ CATION "POLICIES
7. MIUO ANA DEBRIS tIMl1. 8E KF7+'T OFF THE PUBLJC STREETS AT ALL 111~ES. L ~11~. IF MIIJD AND OEB~S J1RE iRA~ F7tOM THE SITE. USE A ~IO4EL. BIt00AA. OR PONIEIt UTILITIES ON W r 0- Y THE N.C.D.O.T
5. ALL BITCH OR CiiIWNEL BANK PROTECTION WILL START AND STOP AT A STABIlJZEO R TO RElAOVE R 111MEOIA7ELY. GEO-TEXTILE FABRIC ~ y~? ) ROADWAYS,
POINT. e. smonrc Iwo ~sr~uznnoN of o~uReEU N~?s wusr eE ~r oR ~u.~ wrc asruRen~c oaER~roNS. ~ n~ ~uws Iwo sPOC~ca?~s wnt~i ~o a?YS of of SEE TABLE ~ ~ TABLE )NS I UCTED
wF+or co~.srRUC~noN ~s co~E Iwo ~u. ono ~i?s w~v~ e~+ ~v~ e~+ Hnx ~st~aEO. a~o~ ~u r~o~~r+r sEO~o~ cow ot~ncs. PLAN VIEW
11EIIOUE ANO PROPERLY 015P'06E OF 11CC1JMIUl~1TED ~IQ~R AND DEBRIS fROI EIIGR~Ot 11lJSf ~ t1071FIED AND APPftaVE TFIE REMO~V/Y. OF ANY SEDII~EtiT C ~r~~.~ ~i~.0 ems Fao~ me oev~s ~wc ~sr~auze ~a~s oisru~o er ~ r~wovK. n~ owe ae PROFILE VIEW on~r~r coNrRa nEwcES. R25'
ROSION AND SEDIMENT CONTROL NOTES ROSION CONTROLJCONSTRUCTION sEQUE ,e.we .e.c~. I~CD-8.0 10/CD-8.0 ~ , 1/CD~BA U4DE~A DETAIL ~ OI~IaTRUCTION NOTES
?QUENCE UTLET PROTECTIONAtiP RAP CALCULATIONs Ewa. ~o~ n ~sira
SO' ANN. INSTALLATION H
FALL/WINTER/SPRING TEMPORARY COVER AUGUST 15 -MAY 1 ~ su~dtr To 1. PIJT SN.T fE1~CE OR 711EE PROIEC'f10N FEgCE UP ~~A~~~~
Ums 100 Ibs/1000 of ~ ~ 70 ENSt1RE CONS1lltJC110N Etlfk?~tiCE IS tlSED. 1. RE~AOVE OUTER WRAPPING. ~ ~ ~ ~ ~ ~ ~ ~T 2. LOCATE BEGINNING OF ROLL WRH STARTER SHEET. ~ o~ai o~aaiun~ rc x ~ ~ sow o~n~+ va,oa~r~r swat ~ ~oma~o a~ s 7n o.~o aaa?~ ass ~.~s o~ asp ~.~a nr~s~~
1/~0~-?1~0+_-_1J0 Fertilizer 25 Ibs/1000 sf Vol JCCY ~'I^.r:: .'tyk, ~ ~ ~ ~ ~ ~ ~ 3. MAKE SURE NETTING APPEARS ON TOP OF THE BLANKET WHEN BEING UNROLLED. NG LMM
Rye Groin Seed 1 Ibs/1000 sf '2~-3~ ~ ~ ' Zs' Straw Mulch • 100 Ibs/1000 sf ~ ~ , SUMMER TEMPORARY COVER - ~~T • ~ MAY 1 AUGUST 15 <4ya pt Lime 100 Ibs/1000 sf % h°':~ ~ ~ ~TM ~ ~ p~ypt ~ y~,~,~ ~ ~ ~ pF ~ 4. STAPLE BLANKET SECUR0.Y TO SOIL AS 11PPLIED. A%9 D GIM
PROPOSED STREET vEHIClES MUST BE wwSHEU BEFORE ENrE~eNG 1NE INSTRUCTIONS MiIp1EVER IS PUBLIC ROiAD. cm w Gsm
c~?~. ~ ~ pRp,~ ~p~~, Tp pay, ~p ~~,q pig TFIE IXCELSIOR BUWKET SHOULD ~ INSTNIED OVER A PROPERLY PREPARED. FERTILIZED. AND SEE pw rp n~ pug~~c aap. 1HE G ~yurnoRmr WHEN THE BLANKET IS UNROLLED. THE NETTING SHOULD ~ ONTOP AND THE BUNKET IN CONTIuCT wiLL CtE~w 1~ atEA ~w0 MMCICE 1HE FlrMNCw~.Y SOIL OVER THE ENTIRE AREA. R IS NaT NECESSARY TO OVERLAP. OIG CHEgC SLOTS. ANCHOR DITCH ~ ~ ~ ~ 8UI7Y THE ENDS OF THE BUWKETS. ~o sin ~oTOS+ao ~z~ s 7.~ ago ~~o~ ago aa~ ~oo~ a~a a~¢ 2~o n~sc~n ~ur~cr wine niE LET 3+Q011~5+~ 121 5 7.72 Q30 1fi936 Q41 ~Tt 50096 QB 4~~ 1.81 N4GS15D MSD GPAW
10-10-10 Fertilizer 15 Ibs/1000 sf '~`,:V IR DITCHES, oR Lam' 5+~1U7~+30 1.94 5 722 Q30 226p1~6 Q46 516 30096 Q~ 396 124 IWGS1~ MSS GLASS
Browntop Miilet Seed 1 Ibs/1000 sf ` Straw Muich • 100 Ibs/1000 sf ~rtY PoRw. RICA 7+30'Tl~ 11+73 1.06 5 7?2 Q30 24096 Q46 349 5~OOpi6 QS2 4.34 1.8't't N~GS1~
coown /cw~ ~ orcu~ucur nnvrn ...n..~ ~ . .nn.. ~s., DI AAI THE 5T/1PLES SHOULD 8E DRNEN VERTICN.LY INTO THE GROUND. FJVCH BUNKET SWW. BE STAPLED STAPLED AT E/1CH ~ 7+30T011+T3 1~8 5 7.22 a~ 21_ 6 a4a 4~ ~aa~ a~ a~ 1.75 nwGS15n c~aSS C~7
arr~~~~v/ rr~LL 1"GRM/'~1`IC191 VVrGR MI'~R~.n 1 I~PRIt. .7V 1 EDGE AND ALTERNATELY SPAiGED IN THE CENTER OF EAGF1 9LANKEf. U5E A WMINON KV1N VF SIN' THE SEAM f'ORMED BY 1W0 l1WOII~ING BLANKETS DIRECTLY. USE FOUR STMLES AT THE BEGINNING ~ ~ NEON Cdr~smuCT10N~ OF ENCH Bl/1NKET. 7F SIAI'Lt5 M TINNING ANO ENO
AUGUST 16 -OCTOBER 31 Ume 100 Iba/1000 of
10-10-10 Fertilizer 25 Ibsll OOO Sf EbS1MC ROAOMAY IN D(T~CHES, THE BLANKETS SHOULD 8E APPLIED IN THE DIRECTION OF WATER FIOMf, BUTTED SNUGLY SNUGLY AT ~E~~E
Improved Turf Type Fine Fescue Seed $ Ibs/1000 sf Straw Mulch • 100 Ibs/1000 sf ENDS MIO SIDES AND STAPLED IN PL/~CE WHEN USING TWO OR MORE BLANKETS SIDE BY SIDE. 00 NDE. 00 NOT
. , , , ,..~,c ~ : ~ ~ 12" tAnl. PLIYCE A SEAtiI FORMED B'Y EDGES OF ADJOINING BUWKETS DIRECTLY IN THE CENTER OF THE WATER wA~a ~.ow. ~ a1Qi Tc X C 9.l~E AIM VB.OCITY ~ auwKEr. (~?~M (MM I~~ C l'~ l~ (~f ~N~I~ RORY
SUMMER PERMANENT COVER APRILI -AUGUST 15 6 ~ ~ ~ , ~ ~ GRASS PLANTING DATE ~ SEEDS SPRIGS STOLONS STAPES SHOULD BE SPACED 1~ MORE TFIAN FOUR FEET APART GOWN THE LENGTH OF THE BLANKET. ma UNM
APPROXIMATELY 90 TO 95 STAPLES REQUIRED FOR EACH 6UWKET. RIGHT 1{OOTOMaO Q17 5 722 Q30 37.096 Q54 Q66 a10Ph Q26 286 Q~ NAGS1~ A5D GRik9S
BERMUOAGRASS APRL-JULY 1-2 .75 3-5 ~D$.O FCC I1~oER s~E STAPES: THE STAPES SFIAl1. 8E MADE OF WIRE..091' IN DUIMETER OR f#tfATER. 'U' SF41PE0 YVITFI L CE IN LENGTH ANO A 1' CROWN. SIZE /WD GAUGE OF STAPLES USED WILL VARY WRH SdL CONDITIONS CROSS sECnorv wi7H SECS s' LET O+OfJ1U'I~+OD 1.69 5 722 Q30 17.8 6 Q42 501 51096 Q:~ 4~ 1.~ IW~GCI25 X125 GRAS
BERMUDAGRASS(HYBRID) APRL-JULY - .75 3-5 EMPORARY CONSTRUCTION ENTRANCE ARGINTINE BAHWGRASS MARCH-JULY 5 - - ~O~ N~moNS. LffT' 1~+QOTC~3+5~ 1.06 5 7.72 Q~ 21.Opi6 Q44 340 5~10~b Q51 436 1.82 IWG31~ MUD GRk9S
CENTIPDEGRASS MARCH-.~1LY .25-.50 .75 - ~ .5. THE STAPLES SFW1 BE DRIVEN VERTICALLY INTO THE GROUND, SPACED APPOXIMATEIY 1W0 (2) UNE _ IMIN ON E/4CH SIDE, AND ONE ROW IN THE CENTER ALTERNATELY SPACED BETWEEN EACH SIDE. ( STi1P1.ES ON EACH BUNKEn. USE A G~OMMfON ROW OF STMLES ON 11DJOINING BLANKETS. 2) LINEAL YARDS LET 3+~'f06~99 Q71 5 722 Q30 240~1o Q46 234 430% Q5~1 2~ 1.~ NaGS1~ No 5D a*W
STAUGISTINEGRASS APRIL-JULY - 1.0 - SIDE. (60 A „
TALL FESCUE SEPT.-OCT.15 6 - - ~,1 A
ZOYStAGRASS MAY-JULY .50-1.0 .25 3-5 ~-y EXCELSIOR BUWKET (TO 8E INS SHOWN MID AS DIRECTED B'Y EN 9' MIN. PAYMENT TO 8E AT THE UNR PR NAMED IN THE CONTRACT) ~ ~ a SEER. ~ 01W T~ X C R~ ~~E ~i VB.OOTY ~ 1~?~M ~ (MM I~~ ~ ~ (x1 t~ (mil ~
1. OPTIMUM DATE OF PUNTING. SEEDING BEYOND THESE OVITES INCREASES PF.~AII
THE CHANCE OF FAILURE. NO LAYM 80
2. POUNDS PER t 000 SQ.FT. FlLTER STAPLES WILL APPEAR AS A
FABRIC 3. BUSHELS PER 1000 SQ.FT. 'S" ON DICE ~ ~ ~ac~r o+a~ms+ss 2~ s 7.~ a3o aaa~ a~ ase ~4e 2a3 rw~sc~ RICC~ir 3~a0T05M99 1.39 5 7.?2 Q~ ~~'ib Q43 432 5~~6 Q56 475 1.~ IW+GC125 K~ NA~39C~ 0
, LET O+QOT05+~99 QS/ 5 722 Q~ 22~i6 Q45 281 5~:~96 Q47 4.~ 1.61 N~GS150 X125 GF= % a' 3150 GRASS
Seedbed Proporotion: Remove ~xks. stumps, roots, etc. Apply lime and fertilizer then rip the soil 4 to 6 inches to mix the nutrients into the soil and ELEVATION
to looses and roughen it to rocieve seed. FLOW usE 4 sr,~s ~caoss ~T nee sr~r of ~ FT N~lec NAG=NoAhArreicenC~~een
Seed Temporory cover to stabilize tempo~ary sedimentation control measures and other 6" THICK LAYER OF aceomplisf~sd. if planti seoso~ is got suifoble for instollotion of permanent cove. 3~4" STONE ~?cH Rou. Iwo cavnNUE To sra~ THROUGHOUT THE LENGTH AT 4' fT. F~brMsetleSfieer~reesfar NpGS15q=1.75pef
pmri%nen gross ~ a~t~ea~4~t ~ib~ date 'toble for that season and reseed with FlLTER INl'ERVHLS Nbi~ Mc~iar'e~oeion oor~d bMriaet rr~jrbes~be~~ledl~OrN~GS'15~proMCtad ~ hassnequei pertriseble9heer'sbess
FABRIC 24" MAX AT CENTER IN NtEAS WITH Mtili WATER VELOCRY~ Pbmlae~leSfleer'~reeSf~or N~K'.a9C~=300pef
• Mchor atrow mulch by applying an asphalt binder emulsion of o rote of 10 yallons per 1000 SF. or install jute. popsr or twine netting or excelsior mats staked to STi1PLES SFIOULD BE ON TOOT CENTERS. MAT WIDTH Fbmisa~le~heer9ressfar N~CC~=32pef .
grou~d occoMinq to the manufacturor's instructions. ~rrrisei~le9~aer~essfa' N~GC15D=?Z5pef s - SEAL = 27892 =
2ICD-6.0 4/CD-8.0 CLASS A (STANDARD) EROSION CONTROL STONE ~~"s•0 ALL TEMPORARY AND PERMANENT EROSION CONTROL BLANKETS WILL BE INSTALLED PER THE MANUF ITCH CALCULATIONS RECOMMENDATIONS.
SEEDIN~3 SCHEDULE NECK DAM S MANUFACTUROWS : io,
SECTION ROSION CONTROL BLANICBT INSTALLATION Mo~.,~o.e~.~ W*v oi f~ Al P.
~ Tar a sonar ~jj r ~a a era ~ oil ''+~rrrrr`~~~~
~ r-~~• ~ is ~ e• ror a Bona ' M • r r ~s
i s arr?. • n• t' emu' ~ < Z"MMIM V w ~ I 1 ~ TOr OF FOOri1N 1t. "V'~ 1'.10' 4, w ~ Fr. a• ~n n~eo~rr eio~~ ~+r ee ~o ~a re ~a~aaiw ~ ~ci aws ~ ~ ~n(s~ ec+cnaN nwu e~+ ee~ow~ ~ eNiwn~: a~.n, ~.n. ~.s~ No a~.s. ~
~ ~ w > • aMr~u n~eo~r a~wa~ ~e~x a~ ~n ~?r ra+ m ~ooaaMOe ~an~ ~to~t[aN a~cria n~. ~
u~a ~weo ra aoNaieta. • r~a=oe ~u. sru~ wma ors wn ins
A~ ~ ~ ~~q~~ A~ =H ~'r1 ~ ~ ~ T4 ~ ~W p ~ r~ ~ i ~~y~ ~~~•~r Job Number: 0702
o ~ • RJIC[ IZIT NOL~ 011 ?2M IN IIOOO~OMMC! IR7N Z w 1~~ \ 1 !It ~ ONN fl~0lo 1M~.7p/. MH
W ~ ~ 'N i T4 s . ~ 7a s '~T T6 ~ ~ ~ ~ y~jG q/IKiP ~ ~ i • NIa1Tm ~IITO 1lI~LL Al .la S!1! /1 ~ ydj 0 : ~.i.. p . AP wo~ scp NEADWALL wig
O ~ OM - M • ~ • Al.l R~IIS ll~Iff TO !tr l~/Ir ql~. SP8 Checked
N ~i~ AID Td~~ P' QfIMM ~Z~ M !'-7y! ~r Z~ • 'LAN fEE ito. / p/.N X011 AIM. N07lt. r•,y: r-++~'' N~.o~i,ar'aF ~ w~ SECTION - N _ '6' • 'LJ1N ~s ago. ~ ~.+s ~ ~esiM. iote~. - - - pLL M7ai11L ISM ALL - • ~LO~ Riles FAMIiC ~ ~i ~TI1111~ !pl 1 11 - - - - - - - 1'-0" _ • • Q~lII Nl Cp~~ 1' 011 IN1R A M0~1R 'J/ I ~ I I , ~ NAS ~T • ~ts.n~ aartMara~ ~u wwE t~ ar:aN g ~ PERSPECTIVE VIEW Date 2- 1 2-2007
tILL ~F M7alAL ALL wASM STONE' Refthms !/r-9P7- ,cam ~ or-' TE M X X HIGH MHL
~ REIN. $1EEI. t PIPE J ~ ~1 ~ 8AR SIZE LEN9TN N0. ~ ~i ~ ~ 111 r I~IIIF. STEEL 1 PIPE J ~ r~'~ i eiw s ~ No. Q
~ T " t-Yt B1 p 6 -d 4 16 ~ ELEVATION s=oE ~ _ ~..M N
~ ~ ~ s-w ~ r rtLL Fives S'! M 4'•d' 4 1Z ~ ~ ~ ~ z~ ~ I ,.w s,~. ~ of n e'-sue ~ s~ ~ ~ o ~Z ~ RA . g No sc~
N1 I4 d'-p" 10 AO p O A O ~ ~ 1.1H X111. FIIQ ~ 1 st ~ ~ a~ A~-S~ ~ ~ ~ W ~p N/ K -Q 10 10 M ~ ,
~ • Y N7 Id x'-11 10 41 W ~ ~ ~ N1 /8 S'-11 10 41 : END~AI.L DIENSiONS ~ W ~ ~
O A ~ e i e' AlONE lR011 LIME N2 M .~-a" S 14 ~ d ~ A O A ~ ~ ~p~ 112 14 a'•a" d 14 ~ d u ~ Fr. Fr. ~~ruc. ~n~. ~wx. uN. ~wc. nac. rte. ~wx. ~ ; ~ ~ ~aas~i~ LIN MM BAW WTNL ECT EMI OWE INVOM
ice :-et t-~ p = w M ~ ~ ~ - a~a ~n~ TArEIt OlTAIL = 4 ~ ~rE mn. ewe a~ in ~Fr.1 NecFr.) v ~Fr.~ ~ we ~ hu?r ar,~ar ~o ~a~s ort mss ~ ~ ~.o ~a ~ N ~.:si:.ao ~.oo~s.ss ~.asl~.~s s.aois.~s e.eon.ao v . OR on&
~ r s wr?.. ,•-r ~s~ ~ r~ ~s ~ a a~ v o ~ ~s . ~ :-v:, :.a, :-w Tt a ~z -s a s~ v $ ~ * ^ ~.~s ~s ~ a• ~.ssi=.oo s.oois.n ~.:si~.oo s.ooia.~s s.aon.ra
m F~ s-gyn. t-Ne s~. • ~~-+o~ n 111 aoNer. ,~r. 8 z-n ~ Diu F~ Ts rs 6 -e ~A a0 °0 W ~ ~ Itl ~ ~ ~ e ooNSr..ti 8 .n t.~ ~ce~f-~t. T4 Myt a'-a d ~ H ~ ' ~ ~.eo ra ~ s+ ~.isi:.ao s.oois.ss ~.soiz.eo s.ews.~s e.eon.ss ~ ~ t srar~ !.0 A6 1 8~ 1.~0/l.d0 4.0014.76 1.76/'2.!0 4.OOl4.id 7.l0/b.ffi r STORAGE ZGgE F'IM M.AW NOT INUASM
IA Nt ~"vi~ ~''rs• ~''h ~ ~ ~ ELEVATION v~ a s'-a s ~ ~ ~ ~ o o Z ELEVATION F~ s-~, ~•ie vt ru~i i~ •1e~ y~ ~t 0'-s" d ~s ~ ~ z v p $.6 M6 ~ l.a0/s.d0 4.00/A.00 Q.CO/s.00 4.00/i.i0 10.00111.00 ~ PIPE INVERT FOR CONRTRWTION INVERT
• = p ht ~-`es. +-w Y2 !4 6'-1 a ~0 ~ ~ ~ s.0 /6 1 d' s.00H.E0 6.00/0.00 !.76/8.60 6.!6/6.76 11.60/11.76 ~ ~ 11REAS TO OE RAP MEM ~,~e~ s.d ~s ~ a" s.~~4.ao e.mn.~s s.ss~s.ao •.aoN.fs ~~.oo~~a.as ~ W'~ CWT RAP HEAowAM Sheet Title
~ ~ $ _ ~ r-.~ va a s'-tt a ~s ~ n. °0 rn s.o ~s ~ s• a.eois.eo e.eon.oo a.ss~s.so e.eoi~.~s ~s.oons.=s e'
r m r-s T4 'z' ~ µ ~'-t0" ~t ~0 ~ r e ~ '~'s' r x, z~ is 4 -4 4 ~s ~ ~ r r ~ ~ ~ r-a- z~ a s'-~o• a ~o ~ ~ ~n s~-s• - .Z. m ~a a~-s• s s PLAN s.s ~ ~ sM a.oo~a.oo e.eo~s.eo s.ts~s.ao s.oo~a.=s ~s.~o~~s.~s DETAIL
s• ~ ~ ~ s-m a-Nt Z9 M 4 S s.o ~s ~ s• a.eo~s.oo ~.oo~s.eo s.aata.oo ~.:s~~.ss ~s.~s~~s.~s r~hrt Fi 6.6 /8 ! a~ 4.00/6.00 7.Q0/l.00 ~.Y6/4.00 7.liH.l6 14.00/16.76 CLASS 1 RIP- -MM FABRIC SHEET
,.'s. ~ 1'-1~ Tr TL wNw ~s wN_w ~ wZw ~ s-M1 '•Mt t.0 16 1 d" 4.Q0/6.00 7.60/5.60 s.46J4.00 7.76JY.t6 14.76/tA.76
Ae ~s "M" ~ ~Z~ BARS RIN ELEVATION IIEINF. E1EE~ tom. X09 6 MA. ~ 11• ~ ~ OIhIENSIOgS ARE AX. SEDN~NT OfPIl1(CLEAN O ~ ~ ! G ABLE -KcEw OUT PO"
1 OF 2 'N'. 'N". l '2' dN D2~IOM ME 011T TO 0111. I ~ t O _ _ _ awa w~ awa awa w~ ~N~~ 1 M MA OIL A~ WT 70r aR. flllo ELL~YATION ~•~ri•~• p1. 1~ a.~ A4d A7 ~'d ~A spa s~
~.Z7 oa~.ia.c. CU. ios b.a ~.~v.si vav. 7/CD-8.0 1814 ~.7~¦L/ vw•si vw•w a7Q~OV wHICv.
SEC110N THRU BASIN. FlLl'ER AND CULVE D CULVERT PIPE
sf1lAt Number
eICD4.O 9/CDoS¦O ENFORCED CONCRETE HEADWALL RECAST CONCR LARCH IiCD-6A ,ONCRETE~ ENDWALL FILTER
EINFORCED CONCRETE HEADWALL El CD 8.0

r
r - , ,ti. ; 2- ~ y~'~\ ~ ~ 1
i i ~y~~ ~ ~ 1 ~ ~ ~ 1 ~ Y1V~ Y ~ pM1~ BYPASS SPI AY (ELEV. ~9~ ~ ~ ~p
~ ~ k'~r R~^aY~n„~4~ f M
4 NON- 1 ~ ~ ,4~ :4;, :~.j:c. PIPE TO - E NON-kERFORA D ~ ~ s PIPE TO WAYUGHT , ' 1
ice: i ~ ~ ,F~~r, ~ ~ : S CHANNE TRH . NEL. TRAF?QIODAL, ~~2' eorroM, ~i» sioES 1 ~ ~
. tea~.,n ~ a?y a:. 1 ~ ~
y'~~'.n'( Y !,i~y1i'!~'' 1
%iX"~'~~
N~t .i _ ~ ~ , ~ 1 t- - 1-___--. -1--- -
?~k;R~'• r ,.~keY - 1--~ - TM
' ~ \ ' , ' ~ / `~r,~~'`~' ~ II ~ \ .EXTENT OF ~ I \ ' CLEAN OUT ` ; ~o~N 1 a~ >~.tt'' . ~ 1~ ~ ~ 1 ~ ~ ~ 1
. x .a"+. ~S~dwY ~ - ~~~~.z:. SS CHANNEL
.y CHANNQ, TWIPEZOIOAL~ 2' BOTTOM,'3:1 SIDES `
r~: s 7' '~i~e'' .T E ~~":~S 4" NbN-PERFORATED , ~ ~ PIPE ~0 DAYLIGHT ' , A ' ~ a
r '~ti,~' ~ -
y~ ~ ` 1 ~ ~ 4"PERFORATED ~ ~ ~ ~ 1 ~ I ~ ~ ~ ~ ~I U L~ERDRAIN PPE ;i'~i'ry* .'j ,r, s r 'yt a ,M ~ . BYPASS ~SPIILWAY (EW. 508.5) ~J~
v. ~4r . ~ 7 py~k ` " O r--
N N t.. `6'X10' ~FO BAY ,
~ ~ ~ ,~j~ ~i ~ WEIR (~LEV. 508. ) , ~ C: N v
J / `~.,.I, ~ PLANTING ~,L ' .1 i R r!I' CLEAf~ OUT ~ W c
~ .1 y~~ j , h. r0q. H, 2 , ` 3-I ; , 1 ~ EX. CONTOURS O H I
\ r ~ ~ ~ TOP 'OF I ~ I IV,' ` •i .t 7~ , ~ k. I ~ TAKEN FROM c~ ~ t c0
~fM KMEf~7 2-LB ,4, c>r F; K;: PERSON COUMY Q a
,E ,:a~ ar I ' ~ ~ UNDERDR~AIN QIPE 1, ' NCDOT UDAR O00
~ -fie i ~ E
~ \ ~ I ~ I I t yet A`~ - ~~,r,~.. , r ~ ~ , ~ ~
~-eN M X. CONTOURS .r~~<~~~~ . TAKEN FROM ~ ~ ~ ~ j"` Z o O
~ \ \ .u 1 ~ I 1 PERSON COUNTY •7,, . ~ PLANTING S, Il f ~`R~'~ i LIMITS (15'X') ~
NCDOT LIDAR I ~'i,y ...A S~:}e f ~ ~ 1 00 O t0
r.?.,•r .rte.. 1-~QP + ~ ~ Q p + O
~ k~ ~ , , ~ ~ ~w ~ ~r; tS1~e41:. .Y CLEI~N OUT t 1 \\o , Z V) tV
~ .,~~Z, 1` ~~h ~ VYi 4'v'~V ~ - ~;,.,;N~,~°,~, / ~ ` , ~ 5 CC) O cp 6 O~
•p Il~.~l k~1. Ve,. e.,..~r1.,. ~ ~ ~ ~ ` Z F 01
• A~A~1SS .1.,~~ ~ ~ it ~ ~ ~ O W to W q)
~ \ - ~ ~ ` ~ , ~ ~ ~ ~ ~ R LEVEL WEIR (ELEVI 510.05) r y 510.05 y~-~= ~ • , _ / ~ ; ~ 1 \ Z C Z = c
~ l~ \ t 1 ,,.~~,w,,~N~;,, 1 \ w a.
r~ ~ p t~tr,"'~~t~ 4, ~ ~ 5~' ~y.~ ~ ~ ~ ~ \ NT OF
~ r. ~ ! i ' ~ o ~atib~ ~ age RETENTION ~ 1 ~ \ ~ t c ~ c , ~:.1 Ei4
\ ! / / ~ ~ ~ " ~ 1 10'x10' FOREBAY` tw'~ ~ 't1. ~ NOTE: LINE BYPAS SPILLWAY AND ~
' ~ BYPASS CHANNEL TH NAG C350 ~ 1 ~
~ i ~ ~y 1 NorE: ~ 1 = ~ ~ ~ ~ ~ BIAS NO . LIN ASS SPILLWAY AND ~ ~ ~ . E l3YP ~;~:~y'c;w{ N'"~ 1!~ 7 t~..' ~k~~~~7.1!. BYPASS CHANN L NAG C350 . E ~ l ~ ~
i rY ' ~ ~ cL~ o t ,a ~ 1 ` Y / Cxi,~~'; , s,, - 1 ~ \ 1
` _ 2- ~ ~ ;r,~~i~,r;4~rr'j.r. ~~r + 1 ~ ~ ~
x % \ 1 ~~y ~ ;l~' ~ t S' 6 ~ 1 1
- _ _ ~S SPIL AY (ELEV. _ ~ 1 ~ 1
~ ; 1 I 4" NON-I~ERFORA D ~ ~ . t t y; ni fin,"a ~ .t~ r y ' .J ...r.4. 1; x.71' +::'7:, ~.•~.5 k~' 1,41 ~ 1., - < < ~ ~
~ ~y ' ` 1 I PIPE TO WAYLIGHT ~ rn I 1 I ! - .L~ ~h.f ~ ~ ~ \ , .
n ~ ~ _ YP~S CHANNEL. TRAFIEZIO~AL. ,~2' BOTTOM. X01 SIDES ~ ~ .r, ~ ~ YY~+ I,~L I ~
~ ~ i ~ i .'r`.`~k''' A,
- "x•."~ y`:r3 ~~'~M1err ~ ,~t ~~;t~ ,fit^' ~ 1
r~, ~ ,._y~ f w~~'GYd~r 'h"~"ti. 1 1 ~ ~ ~ T ~'1
~ ~ ~ + ~ ~ ~ ~ V1
/CD~6.1 20 0 20 20 40 60 20 0 20 40 60
IORETENTION AREA ~1 PLAN VIEW IORETEHTION AREA #2 PLAH VIEW
~cua~ r . as » Scale 1 Scale 1 " = 20' 0
TREE LEGEND
5' WIDE GRASS STRIP AROU ~touNo 5' WIDE GRASS STRIP AROUND
ERIMETER OF BASIN. STABI NORTH AMERICAN GREEN S 3:1 MAX SLOPE TOP OF BIORETENTION . STABILIZE WITH EEN SC250 ERIMETER OF BASIN, STABILIZE WITH ACER RUBRUM 'AUTUMN BLAZE' RED MAPLE NORTH AMERICAN GREEN SC250 MAPLE
3:1 MAX SLOPE TOP OF B ~D BIORETENTION ~q ~
OF BIORETENTION
REA = 15' X 75' TOP OF BERM AROUND BIO (1125 SF) AREA (2' ABOVE TOP OF P CLAY EMBANKMENT, CO 1' THICK X57 STONE LAYER S~PROCTOR OF PLANTING SOIL) (600 SF) A 15' X 40' TOP OF BERM AROUND 610RETENTION QUERCUS PHE~LOS WILLOW OAK ~0 SF) AREA (2' ABOVE TOP OF PLANTING SOIL)
NT, COMPACT TO 98% ~ A .
CLAY EMBANKMENT. COMPACT TO 98~ 5, /PROCTOR g .A
~ BYPASS SPILLWAY. 0. /~/~/r , LTER FABRIC 3' SOIL CANTING SOIL, ARMO \~j\~j\y,\ LAYER / NORTH AMERICAN GRE i' THICK X57 STONE LAYER SAY. 0.5' A80VE TOP OF ~ BYPASS SPILLWAY, 0.5' ABOVE TOP OF BETULA NIGRA RIVER BIRCH
ARMOUR SPILLWAY WITH ~ ILTER FABRIC 3' S ~N GREEN C350 ~\/~\j\\/~ ~q 1:1 MAX SLOPE BELOW~~/ 3' SOIL LANTING SOIL ARMOUR SPILLWAY WITH e
~q~R NORTH AMERICAN GREEN C350
SHRUB LEGEND 81 O
1:1 MAX SLOPE BEIOW~~/ ~ 3:1 MAX SLOPE PLANTING SOIL SURFACES ' ~~/\~~\~j~~~\ ~//~j~~3.1 MAX SLOPE IL o
' ' . X1:1 MAX SLOPE BELOW PLANTI ~ ' . . ` " ~ SOIL SURFACE PLANTING PLANTING SOIL SURFA\C~/~// ~ ; :1 MAX SLOPE BELOW PLANTING ~ MAHAMEUS VIRGINIA WITCH HAZEL
\ \ ' ~ " ~ ~ ' SOIL SURFACE O ILEX GLABRA INKBERRY
~j ~j \ \ \ \ \
" PVC PIPE TO DAYLIGHT //~//v/\ ~ LINDERA BENZOIN SPICE BUSH " PVC PIPE TO DAYLIGHT
" PERFORATED DRAIN PIPE IN X57 STONE " PERFORATE D•B.1 =ORATED DRAIN PIPE IN X57 STONE ~ CEPHALANTHUS OCCIOENTALIS BUTTON BUSH BUSH
A
a •
?BCD-6.1 S/CD-8.1 i SEAL • 27892
IORETENTION AREA ~1 CROSS SECTION IORETENTION AREA ~2 CROSa SECTION EOEND r •
ro.oK. .o.a~.
6 n~
8
Job Number: 0702
Drawn scP
QUANTITY DESCRIPTION METHOD ETHOD FREQUENCY TIME OF YEAR 1 • PLANTING SOIL WILL HAVE 10~ TO 25~ CLAY 1Y Checked SPe
SYM. 1 2 BOTANICAL NAME MM N NAM I K x 3; ~ ~ - ~ ~ s 4~~ ~ ~ CONTENT AND SHALL BE A SANDY LOAM OR LOAMY 4MY Date 2-12-2047
~ ~yy~ ~ ~,~g+~r~e'~"~~ ~ ~~`~5 ~ ~ ~ ~ SAND TEXTURE. THE FURNISHED SOIL WILL BE OF ~ .4:. a~;'~ ,i 4 ;x§ y. x,s .S .4.5 : w`.^~...~ rx~ ..x~.. r`~.....' OF Revisions
W INPSEC AND REPAIR EROSION VISUAL ISUAL TWICE A YEAR NA UNIFORM COMPOSITION, FREE OF STONES, STUMPS. . ROOTS OR SIMILAR OBJECTS LARGER THAN 1 PS,
W I-- ' ~ PLANTING SOIL WILL BE PLACED IN LAYERS LESS <r
REMULCH AND VOID AREAS BY HAN ~ Y HAND TWICE A YEAR NA THAN 18" AND UGHTIY COMPACTED 8Y TAMPING WITH WITH
N ~ d• . ~ . ~ ~ x- x~ ~+,4~~~ ~ A BUCKET FROM A BACKHOE.
m I K RY 36 HT C N. FULL EMO RE LAC SEE PLA AND DISEASED VEGETATION SPECIFIC ~ WATER PLANT MATERIAL AT THE BY HAN END OF EACH DAY FOR ~ `~~s,... ~ 2. TREE AND SHRUB FERTILIZER SHALL 8E A 21-GM. EE PLANTING J r TWICE A YEAR 3/15 TO 4/30 ANO TIGHTLY COMPRESSED. LONG LASTING, SLOW RELEASE i -GM, _EASE
x PECIFICATIONS 10/1 TO 11/30 (2 YEAR) FERTILIZER TABLES WITH A MINIMUM
GUARANTEED ANALYSIS FO 20-10-5. FOR
c~ Y HAND IMMEDIATELY AFER Nq CONTAINERIZED TREES ANO SHRUBS. THE FERTILIZER COMPLETION OF TABLES WILL BE PLACED IN THE BOTTOM OF THE .IZER
FOURTEEN CONSECUTNE AFTER PROJECT PLANTING PIT ACCORDING TO THE FOLLOWING RATES: !E ITES: FWAL PLAW NOT RELlANq
NOTE THAT THE HEIGHT FOR SHRUBS AND THE TREE CALIPER PLANTING HAS BEEN COMPLETED 1 GAL- 1 TABLET, 3 GAL - 2 TABLETS, 5 GAL - 3 3 FOR 0 111 Rm 1
LISTED ABOVE ARE AT TIME OF INSTALLATION. TABLETS, 7 GAl - 5 TABLETS. Sheet Title
BIORETENTIO
/CD-8.1 I CD-8.1 AINTENANCE SCHEDULE an lrq 8/CD-8.1 OTES AREA
BIORETENTION AREA PLANT SCHEDULE ~ro~ an " gems DETAILS
SMst Numbw
CD 8.1