20060060 Ver 1_Site Plan_20060109

VICINITY MAP
IMPACT #1 -ROAD (PHASE 2) m
SEE DETAIL \ ~ ` I N
\ ~ x W i ~~~u°m
~ ~ ~ \ ;.1 Q
0 `S ~ - A
FATHER LANE ~ \ O tY
i \ \ ti \ F
, ~a O ~ SITE
\ N~ c~,~ vv„ rr,y ~
_ Z W 0
Z - Q F- Z G, (4
\ \ °ti \ F, ~ o ,,.~K~,~,, 'v, CC
\ \ \ \ IMPACT #1 -ROAD q , ~ ~ W 2
PHASE 2 CON RELY CIRCLE ~ ~ ~ F~ ( ) O 50' TAR-PAMLICO UTTE ~0 ~ S SEE DETAIL ~ ~ ti~ ~ T,~ f`~~i 2p I- ~
\ STREAM BUFFER 2 Fq~ ~ I
EACH SIDE OF \ p CREEK ~ W ~ 2 a
_ ~ \ I l '
pNAS ~ E2 50' TAR-PAMLICO \ NOT TO SCALE ~p ~ ~ p'j N r O
\ RIPARIAN BUFFER P EACH SIDE OF STREAM ~ ~ o PIPE #3
Q yASF ~ o DAISY LANE ~ ~ ~ 86'L 30" RCP @ 4.65% n_ INV. IN = 434.00
INV. OUT = 430.00 W w op Zn~~=
~I \ ~s STA14+84.54 ~ wow°p~oZm :z7 aFz~W~wao
PHASE CLASS "1"RIP RAP APRON THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. o w Z i o o W ~ > ~ Q 3 ~ z
e~G ~ F 6O~ PHASE 1 20'L x 8'W x 24" Th IF STREAMS ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES ° z ° ~ o w = z a ~ N ~ ~ a o LL~aizawwa FROM NCDWQ ANDIOR USACE. ~ w z o~ a a w w o a~
tiFT I o W aW ~IWmW p F~W ~ atta_a~3o0mz¢
0~~~ a v ~ \ \ THE CULVERT MUST BE EMBEDDED BELOW THE x ]z z o °z W ~ ° z ° = W W =
50' TAR-PAMLICO \ ~0 \ ~ STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. ~ ~ ~ z ~ = o ~ ~ = x m ~ LL \ ~F2 \ MIN. EMBEDDED DEPTHS ARE AS FOLLOWS } ~ ~ a z ~ 5 ~ W m LL J z z
STREAM BUFFER EACH SIDE OF
CREEK CULVERT DIAMETER: MINIMUM EMBEDDE p N m w m o a 3~ m a Zz w mo~F=m 2p \
A \ 18"OR LESS 0.3' ~ ~'z~z?zr>orcw \ \ 24" 0.4' t»wwr3mzoo
~ - \ \ 30" 0.5' \ \
V v 36" 0.6' ~ o ~ \ \ ~ 42" 0.T o N
v ~ONF \ v 48" 0.8' \ ~ \ ~
\ ~ 54" OR GREATER 1.0' ~ ~ \ \ ~Q
S COURT 2 ' IRl P E \ \ ~
~ \ \ U ~ Z ~ \ 20NF \ ~ ~ F ~ ~
SITE MAP 5' R ~ 2 \ \ ~ _
1 " = 400' \ \ \ ~ \ a
~ \ w a \ w \ \ \ z
t;~ I \ \ \ z \ \ w ~ }
~ \ U U m \ \ w w z w
\ \ ~a ~Y a
~ a3 am o~ ~
IMPACT #1 VIPACT #1
1"=40' _ 1 - 40
r~~,
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM ~ i i ~ ~ ~ r`
TO EXISTING CHANNEL AT END L
OF APRON, SO THAT NO GRADING \ ~ ~ N
IS NEEDED BEYOND THE APRON. C M ~m ~
DO NOT EMBEDDED DEPTH C O W ~
DISTURB 50' TAR-PAMLICO ~ O
BEYOND \ RIPARIAN BUFFER ~ X M O tf) (Q
FENCE, DO NOT 2Oiy EACH SIDE OF STREAM RIPRAP APRON DISTURB F2 $ ~ ~ ltd LL ~
BEYOND FENCE. ?O ti° _ 0 • p~ U p ~rM ~
~ ~ ~F~ NOT TO SCALE, V ~N00 ~
SEE PLANS FOR ADDITIONAL INFORMATION. •f~ 00 LNM.C
~ \ ~b s, DUN m ~ ~ Z c''> ~
CULVERT LENGTH RIPRAP LENGTH ~ lO ~ \ ~F~ m ti
zo' \ 0 ~ ~ ~ q Q
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ~ \ ~ , \ ~ GF 0~0~ L ~
\ ~o SrR ~ tiF ~ Fq ~ 2 M D Uo~~?
o O W U O =
NCDW REQUIREMENTS: IMPACTS AT STREAM CROSSINGS ~ a Q ti ~ ~2~ 3
o , ~ PIPE #4 ~ 78'L 30" RCP @ 5.13%
INV. IN = 430.00
INV. OUT = 426.00 STA 23+05.24
CLASS "1"RIP RAP APRON
20'Lx8'Wx24"Th
i; .
Z
~ ~a b ,~o b _
U
P O U) z
} ~0 I-'
2~ - Z ~ 02 ~ ~
~ ~ 0
~ ~ ~ U oti Lu
J ~ J_
vJ ~ ~
`'o Z Q Q
~P ~ \ ~ ~ ~ 2
TABLE STREAMS AND WETLANDS IMPACTS v° ~ ~
~ ~o oa ~ - a U
REAM BUFFER ~ P . ST ~ oQ STREAM MEANDER DISTURBANCES: WETLANDS ~ 3 Q Wo ~ a
LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: Q IMPACT TYPE: J~o
INTERMITTENT STREAM 115 LF 5.835 SF 3,135 SF NIA ROADICULVERTIRIPRAP , 1 'n W z U W 3 vJ
2 INTERMITTENT STREAM 105 LF 5,056 SF 3,032 SF NIA ROADICULVERTIRIPRAP Z~ ~ ~ WW oQ
~ ~ ~ a W
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE IMPACT # W2 ~ Q w ~ MPACT #2 o a ~ ~ ~
n_ i a J m H~
1"=40' 1 - 40
PROJECT N0.
n~_n~n
vv v r v
DRAWING NO.
13
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y~ 34 \ \ \ 0 1~~ ~ PIPE #2 V ~ ~
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PROJECT N0.
1
1 ~
~ 05_7
' ~ DRAWING N0.

IMPACT #1 -ROAD
(PHASE 2} SEE DETAIL VICINITY MAP }
\ ~ m
~ \ ~ N
~ \ z ~~~stom uJ .y Q
~ 1 Q
- ATHERLANE \ za 2 A t _
' ~ \ \ ti ~ ~ ~ ~ _
\
~ ~ ~ ~ ti~ x x SITE
W C19i'r~6 F~,y
\ \ o ' W \ \ z~ Z ~ , Z 0
\ \ Q tiF \ IMPACT#1-ROAD q0 ~ \ ~ 0 J~ Z , O p c'< ~
PHASE 2 ON E \ \ ~ U ~ } 0 Q' ~ Z oo a~.~mo:v y ,.;o W
SEE DETAIL UTTERFLY CIRCL \ \ o ~ W ? 50' TAR-PAMLICO ~ ~ \ ~ STREAM BUFFER ~ ON sT = ~ ~ w ~ ~F~ ~ \ ~ a _ ,G
~ F ~ ,p F- . ~ ~ EACH SIDE OF ~ Ey Q p Q o ~ h~.
~ o ~ ~ W CREEK ry ~ r a W ~ ''~a r a ~l ""n.
-r
pNAS \ E? ~ \ \
~ 50' TAR-PAMLICO \
P ~ HggF i RIPARIAN BUFFER ' ~k' PIPE #3 NOT TO SCALE CO In ~ M N ~ O
DAI EACH SIDE OF STREAM ~ ~ o ' SY LANE ~ o 66'L 30" RCP @ 4.65%
\ ~ ~I 11'~ INV. IN = 434.00 INV. OUT = 430.00 w
STA 14+84.54 o LL w °w = o ~
e~G PHASE w0¢ U zm CLASS' 1"RIP RAP APRON THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS, ~ w > v z v W o a w N
~e0 PHASE 1 20'L x 8'W x 24" Th IF STREAMS ARE IMPACTED BEYOND WHAT IS SHOWN. THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEE ~°v z ° a ~ ~ a ~ o `-U`
~tiF T~ / o FROM NCDWO ANDlOR USACE. - S ~ a o° LL ~ a i z~ L° Q
fit, M 5D' TAR-PAMLICO ~ \ ©E^W w 3~~aW3~=~NW UOmz¢ ~ \ \ THE CULVERT MUST BE EMBEDDED BELOW THE F ~ J Q a W ~ a a z ° ° \ x~ ¢ ¢omO¢w
STREAM BUFFER \ \ ZONE \ STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. ~ ~z Z o z F ~ ° Z ° _ ~ ~ ~
EACH SIDE OF CREEK \ ? ~ MIN. EMBEDDED DEPTHS AREAS FOLLOWS x ~ a o z ~ ? o z ~ ~ ~ a o \ \ ~ ~ o aF~~W~Naazz
\ \ CULVERT DIAMETER: MINIMUM EMBEDDED DEPTH: 0 z < ° w ~ ~ w ° z N a
I ~ ZO \ \ \ \ U ~ Q~NZNaa3~W~ NFL \ \ 16"OR LESS 0.3 ~ mWW~Z~no?~=N
\ \ 24 0.4' t»w~=3mzoo \ \ 30 0.5'
- \ ~ 36" 0.6' w
RT ~ ~ ZO \ ~ ~ 42" 0.T ~ cw ~ \ NF ~ \ \ 48" 0.8' o ~
IRIS COU Z' ~ \ \ ~ ~ 54" OR GREATER 1.0' W }
P E \ ~ ~ \ ~Q
SITE MAP 5 , ~ \ \ ~ ~ ~ ~ ~ ZONE \ \ U cn Z
2 \ ~ w ~ Q \ ~ \ ~ = LL
1 " = 400' R \ ~ \ U
\ \ ~ \ Q
\ \ W ~ \ \ W ~
\ \ Z Q
\ \ \ Z Q W ~
\ \ \ \ H I- m \ \ W W Z W
\ \ o°~ oY a3 a
a ~ a m o-Ji N
IMPACT #1 ~T #1
1"=40' 40'
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL) r~~
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM ~
TO EXISTING CHANNEL AT END
OF APRON, SO THAT NO GRADING IS NEEDED BEYOND THE APRON. L
DO NOT EMBEDDED DEPTH I ~ ~ N
DISTURB \ C M r
BEYOND 50' TAR-PAMLICO C O W r'
FENCE. DO NOT \ RIPARIAN BUFFER ~ O
DISTURB ZOti EACH SIDE OF STREAM I RIPRAP APRON F2 BEYOND X
FENCE ~ o ~ O ~ N ~ r 1011. ~ H 0
NOT TO SCALE: ~ OAF ~ SEE PLANS FOR ADDITIONAL INFORMATION. ~ ~ C ~ U 0 7 ~ i,,~ i
V N o~ N
CULVERT LENGTH RIPRAP LENGTH ~ ~ ~,o S L~~ C QNM.~
I I ~ ~ ~ ~Q 20' 1' ~ \ NFL NUM ~
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ~Zr N A L~~.*_'
o~,rn~ F a~~ ~
~ OtiF \ ~F z 0~~~
\ ~ NCDWQ REQUIREMENTS; IMPACTS AT STREAM CROSSINGS o o U~o~v,
~ ~ ~ ~ N.V i O 0
\ PIPE #4 r 3
78'L 30" RCP @ 5.13% INV. IN = 430.00
INV. OUT = 426.00
STA 23+05.24
CLASS "1"RIP RAP APRON 20'L x 8'W x 24" Th
\ .y
~
O U
V/ Z `'o ~ }
~ ~
p2 ~ - Z F Q ~
\ ~ 0
r~ \ Q i p~ m ~ w
i \ J ~ J
02 (n > a
Q' F ~ ~ STREAMS AND WETLANDS IMPACTS TABLE o ~a z Q Q
~0 ~i o ~ _ ~ ~
STREAM BUFFER / Q' yo ~ ~
STREAM MEANDER DISTURBANCES: WETLANDS Ali pQ IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: ~ _o~ ~ ~ a~
Q 1 INTERMITTENT STREAM 115 LF 5,835 SF 3,135 SF NlA ROADICULVERTIRIPRAP Wo Q a
2 INTERMITTENT STREAM 105 LF 5,056 SF 3,032 SF NlA ROADICULVERTIRIPRAP J o WJ Z~
U W 3
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE Z ~ ~ ~ Ww oQ
IMPACT #2 ~ ~N W W .T #2 W = o
~Q W~ a~
1"=40' ~0 a ~ m ~ ~
PROJECT N0.
057
DRAWING NO.
13
l

LEGEND J }
IMPACT #2 z Gduom ~ m !iJ
(PHASE 2) SEE DETAIL c1 ^ ~:r .z W
t Y A H'
p
VICINITY MAP ~ r z v
SF SILT FENCE RIPRAP DISSIPATOR APRON NOT TO SCALE SITE
\ IMPACT TO BUFFERZONE 1 BASIN SEDIMENT TRAP r_~ """'"``t'~
DIVERSION DITCH BASIN f a~ 1 ~`r`r~ r -
CHECK DAM ~s ~ / ~ I ~ ~ ~ N ~ sF sF SILT FENCE ROCK OUTLET N~.,, ~ z
R gf
CONSTRUCTION LIMITS k f ~~-a ° ~ ~ LEVEL SPREADER ~ ~'a _ ~ j
IMPACT # 1 IMPACT TO BUFFER ZONE 2 r ~ w
(PHASE 2) L~S~i~ j~k~11/ ~ 3 ~°`*r ~
SEE DETAIL 50' TAR-PAMLICO
STREAM BUFFER EACH SIDE OF v
CREEK ~ ~ y
~1
pHAS F2 O ~ ~ c'7 N O
pH \ \ ASE \
1 ~ \ ~ !
\ L ~ \ EVEL SP~ADER #3 Q N ~ m T Zw WWwN ~ ~O IZZI~I ~ w0~o0w~Zm
y~ < U O O W Z >~O~~~tt~~~i
RASE \ 448 o z o ~~N~ZaF~o~o owI
~o ~ W ti Z PHASE1 F ©E"z C iiio~~[ttaww0a~
\ \ ~ o Q~ \ o 0 , ~w ~ 3~aW~j~~~o~ ~~J a goFQaa~ooQ~
ti ~ ~ 446 COOT i ozw~~z°zww~ N N I ~~a 3 o~~ioz~LLWQo
50' TAR•PAMLICO \ \ F~ W Z \ = O LL STREAM BUFFER F- # O ~ r?a~~wNw¢¢z2
EACH SIDE OF ~ \ oo ~ ~ a ~O Q 0 Z aNi a ~ 0 z x oao~~~woiN~ 444 ~ M n U 0 av,ZZNa<3FWrc
CREEK \ \ \ ti \ W ~ F~ =a; ~ u,og I ~ LLJ tr N2UZQZQIIYOIW
\ \ \ Q C) ~ Q H].1W JF~3°720~
~ \ \ o F \ m ~ w ~ c; W 442 w ? ~ ~ w
2 'P~ ~ 5 56.89 m ~ Q CO F56.89 ' p o
~ o ~ ~ 5 - ~ ~ m W N 440 N
N ~ ~ o
\ I' U ~ ~
SITE MAP \ \ LEVELSPR _ ~ LEVEL SPREADER #4 438 ? 07~ ~ LL O
1 - 400 50' TAR•PAMLICO ~ I ~ fINISHE G~i~ _ PROPOSED ~ ~
\ ~ ~ \ PIPE #3 RIPARIAN BUFFER EACH SIDE OF STREAM ~ + i t04 LF OF 48" CI -PIPE #3 ¢ 104 LF OF 48"CMP @ 2.06% 436 w ~
<t' \ M r I 1 ~ ~ INV. IN = 427.83 INV. IN = 427.83 ~ Z ~
S ) ~ INV. OUT = 425.E AR jA' ~ ( i cv CLASS B RIP RF INV. OUT = 425.69 LA B RIP RAP: 24' x 12' x 18" Z ¢ C SS ~ w ~ }
F~ \ f ~ FILL SLOPE: 2:1 FILL SLOPE: 2:1 434 , U U m
- - ~ I' ~ ~ STABILIZATION: TREE PROTECTION FENCE TREE PROTECTION FENCE ~ ~ STA: 14+84.54 STABILIZATION: GRASS ~ ~ w w >Z w ? J
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL \ - I + ' ~ TA: 14+84.54 ~ 0 d 0 U ~ ¢ ~ \/s ~ ~ ~ Q ~J U
) I \ ~ ~ ; ~ ~ ~ 432 Tj~ ~ a ~ a W p ~ ~
~ RIPRAP APRON MU T NFORM ~ ~ ~ 20 S CO i ~ NF? \ ZONF \ "~0 BOTTOM
TO EXISTING CHANNEL AT END \ ~ ~ i ~ ? \ F OF ~ EXISTING STREAM ~ \ 430 111111 I I I I111J
OF APRON, SO THAT NO GRADING y~ \ ( ~ ~ IS NEEDED BEYOND THE APRON, ; ' I \
NF \ \ '~,~y~,, ,
DO NOT EMBEDDED DEPTH ~ UJ - DISTURB ~ \ \ PROPOSED F1PE #3 ~p! ~ ~ 428 ' , 48"CMP ' 9
~ ~ BEYOND N ~ ` sTA:14+ ~ = SEAL = \ ~ ~
FENCE. RIPRAP APRON DO NOT ~ v ~ ~ 20 ~ ~ INV IN: 427.a3 , ~ ~ 154 6 ENE ~ 426 . ~ - INV OUT. 425.69 r
DISTURB Z ; ' ~ ~ NE ~ BEYOND N # ; ' ~ ~ „ ~ ~ ~ 0.8' • EMBED ED DEPTH: MENDATO Y . IN~~ ~
FENCE. ~ ~ \ AQUATIC LIF PASSAGE PROVISIO
NOT TO SCALE P E ~ ~ ~ ~ ~ ~ P ~ 424 1111
SEE PLANS FOR ADDITIONAL INFORMATION. 5 ~ ~ ~ ZONF ~ 2 R ~FV \ ~ ~ \ M~ NM N 0j M~ M r
CULVERT LENGTH RIPRAP LENGTH \ F< Sp ~ ~ I I - I T ROE ~ ~ \ ~a a~a '~a as as
20' 1 N R#? ~ ~ \ ~ \ 14+00 15+00 16+00 ~p
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH N ~ ~ Z ~ ~ \ ~
u ~ ~ ~ \ \ N (0 \ ~ LA~ \ \ W
AT TREAM CROSSINGS ~ Q NCDWQ REQUIREMENTS, IMPACTS S m \ ~
PIPE EMBEDDED 1.0' TO ALLOW PASSAGE FOR AQUATIC LIFE \ \ r \ \ ^
• ~ \ W ~
Sedimer>t Basin # 1 2 3 4 5 ~ 7 8 ~ ( / IMPACT #1 PLAN 1 PLAN VIEW IMPACT #1 -PROFILE m c X
Drama a Area= 0.61 0.28 0.71 0.3fi o.22 0.19 D.20 0.18
Tc min = 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5,0o SCALE: 1" = 40' 110 (inlhr}= 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 ~ = 4~~ HORIZONTAL SCALE: 1" = 4' ~ ° t° ~ E _ ~ o
C = 0.75 0.65 0.65 0.65 0.65 0.65 0.65 0.65 ~ U 0 7~M
Q10 (cfs} = 3.43 1.37 3.46 1,76 1.07 0,95 0.98 0.89 ~ / , V N 00 N `~O ~
• Min Re Surface Area SF = 1494,65 594.59 1507.72 764.48 467.18 411.97 424.11 386.49 q ( ) , QNM O
, ~ \ o Basin Dimensions = 50k30k3 30k20k3 40k38k3' 35k22k3' 25k19k3 25k17k3 25k17k3 20k20k3 \ y%° %~0 SUM ~
Surface Area Provided SF = 1 500.00 600.E 1520,E 770.00 475.00 425.00 425.00 400.00 ~ ~ ( , by tip Z ~ ~ ~L^=
Min Re Sediment Stora Volume CF = 1,098.00 504.00 1,278.00 648.00 396.00 349.20 3~,~ 327.60 ~ q ~ ( } ~ 50' TAR•PAMLICO 4 oooE n.~~ E
(1800 cilac) x (Drama a Area) ~ ~ RIPARIAN BUFFER y oo°'~ ;.SF s~ Uo••rn
Sediment Story a Volume Provided CF = 4500.00 1800.00 4 560,00 2,310.00 1,425.00 1,275.00 1,275.00 1,200.00 \ ~ SON EACH SIDE OF STREAM ( } , F o ~ ' ~ N U
~ ~ ~ LEVEL SPREADER #7 ~ ~ ~ !i O.O
Level S reader # 1 2 3 4 5 fi 7 8 ~ ~ 0 5~ ~o ~ N .-2J A .q ~ I
Drainage Area= 3.89 0.28 0.90 1.09 0.63 0.30 0.30 0.20 ~ F~ ~ ~ F Co 44 - 5~ 2~x
Tc min = 5.00 5.00 5,00 5.00 5.00 5.00 5.00 5.00 \ ~ ~ 5 ( ~ p ~ Q' 1 .x `~3 ,
110 inltlr= 7.50 7.50 1.50 7.50 7.50 7.50 7.50 7,50 ~ ~ o ~ ( ) ~ ~ ~ o ~ C = 0.42 0.65 0.56 0.52 0.43 0.62 0.54 0.62 ~ \ NFL ~ o0 440 ' P -
Q10 (cis) = 12.25 1.37 3.78 4.25 2.03 1.40 1.22 0.91 \ ~ \ ~ N ~ N ROpOSE
- 26.41 18.14 15.80 11.87 ~ ~ F ~ Mln Req Length (LF} - 159.30 17.75 49.14 55.26 ~ ~o ks ~ ~ ~ ~ FINISH
13' x Q10 ~ z0 TR ~ E~ GRAO 438 F
~ ~ ~ \ P ~ ~ ~ ~r` ~ ~ b \
~ ~ f ~ w ~ Z
PROPOSED PIPE DATA TABLE ~ \ W 436 ~ / i
DIAM. & EX. TOPO @ EX. TOPO @ PROP, INV. PROP. INV. ~ ~ f;` ~ LEVEL SPREA[ DRAINAGE ~ ~ U -LEVEL SPREADER #8 434 ~ Z
PIP AEA Tc 125 25 MATERIAL LENGTH SLOPE V10 RIPRAP -CLASS INV. IN INV. OUT IN ~ ~ E # R Cc 0 ELEV. OUT ELEV. ~ ~ ~ti ~ ~ ~ a ~ PIPE #4 - PIPE #4 + ~
3 11.87 Ac 0,41 5 min 8.5"Ihr 41,13 cfs 48"CMP 104 LF 2.06 % 7.95 fps 24'x12'x18" B 428.63 426.45 427,83 425,69 \ 4 13.18 Ac 0,40 5 min 8.5"!hr 44.57 cfs 48"CMP 96 LF 2.30 % 8,46 fps 32'x12'x24" I 423.74 421,53 422.94 420.73 ~ 96 LF OF 96 LF OF 48"CMP @ 2.30% /~i ~ Z
(EVEL SPREADER #5 t ,5 INV. IN - ti INV. OU' INV. IN - 422.94 432 ~C ~ INV. OUT - 420.73 C Q
~ ~ ~ CLASSI CLASS I RIP RAP 32' x 12' x 24" ~ ~
~ FILL SL( 't • \ STREAMS WETLANDS AND BUFFER IMPACTS TABLE \ STABILI; FILL SLOPES: 2;1 ~ ~ ~ U STABILIZATION: GRASS 430 ~ W
s~°~ p~ STA 23+~ STA 23+05.24 ~ I J
STREAM BUFFER (n > a.
NCES: ~ ~ ~ STREAM MEANDER DISTURBA WETLANDS ` Z Q 428 i B TTOM OF Q
IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES. CONSTRUCTION. ~j ~ a Q' h ~ . r \ 1 INTERMITTENT STREAM 148 LF 6,494.21 SF 3,135 SF NIA RDADICULVERTlRIPRAP ~ ~ ~ 0 ~ _ ~ ~ STING STREAM Ur
2 INTERMITTENT STREAM 148 LF 5 415 SF 2,985 SF NIA ROADICULVERTlRIPRAP ~ 426 ~ ~ Q a ~
' ~ ~ ~0 O,L Q V
~ 2~ ~ o ~ ~ ~ - ~ Q WO ! ~ ~ 4.
x°o * ~ \ 2~ THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE IMPERVIOUS DATA: titi ~ ~ J ~ ~ 424 ~ W J z
\ c` T AM LVERT A C RDING TO THESE AND EMBEDS RE CU S C 0 ~ \ OZ PRO OSED PIPE #4 ~ V W 3 96 L Of 40" CMF @ 2.90",~0 ' ' I Z ~
PLANS. IF STREAMS ARE IMPACTED BEYOND WHAT IS TOTAL TRACT AREA: 171.1 AC ~ ~P ~ PROPOSED SINGLE-FAMILY RESIDENTIAL LOTS: 120 0 G~ ~ ~ SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG N 5 AC +l- ~ 0 0.8'-EMBEDDED DEPTH: MENDATORY STA: 23+O.30 W W p Q
PROPOSED IMPERVIOUS AREA I ROADS: G ~P Cp ~ MITIGATION FEES FROM NCDWQ AND(OR USACE. ANTICIPATED IMPERVIOUS AREA IN LOTS, 5.55 AC `Z' ~ 0 422 RCIUATlC LIFE PASSAGE PROVISIONS ~ ~ ~ u. iiJ'V I ~ 422.94 U (Q O LLI • c, < w i INV UT. 20.7J ' ~ Q w
~a ti (ASSUMES 2,000 S.F. IMPERVIOUS COVERAGE PER LOT.) Q' h ~ \ THE CULVERT MUST BE EMBEDDED BELOW THE STREAM v 10 54 A !G Q ~ ~ 0 Q ~ ~
TOTAL ANTICIPATED IMPERVIOUS CO ERAGE: C 0 CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. MIN. EXCLUDES AREAS DESIGNATED "FUTURE DEVELOPMENT" ~ ~ ~ ( ) Q ~ J m ~ a ~ (A 420 -
a 5~ ~ \ \ EMBEDDED DEPTHS ARE AS FOLLOWS: PERCENTAGE TOTAL IMPERVIOUS COVERAGE: 6.2 9 \ O~ ~N pt~0 p'.~ ~N
LEVEL SPREADER #6 a d a N M Ni,~ M M PROJECT N0. av as av ae av
CULVERT DIAMETER: MINIMUM EMBEDDED DEPTH: ~ i .,3; \
16" OR LESS 03 OWNER/DEVELOPER 22+00 23+00 05-070
24 0.4' BILL WYNN Xo° ss 5
30° 0.6' CROSSWIND LLC 36" 0.6' y DRAWING NO.
42" 0.7' 1696 HAYEs ROAD IMPACT #2 PLAN VIEW
46" 0.6' REEDMO NC 27522 IMPACT #2 -PROFILE 13
54" OR GREATER 1.0' C OR n _ SCALE: 1 - 40i HORIZONTAL SCALE: 1" = 4'

VICINITY MAP
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COVER SHEET 1 r t~ m F I
PRELIMINARY PLAT 2 5 a` ` ~ W
ROADWAY PLANIPROFILES 3.6 Q J Y SITE Q
EROSION CONTROL PLAN 7 ; m G1emWORd; } US
~S Z - ~ 0 f,' . - Q
ROADWAY DETAILS 8 ~ :-c, ' m ~ ~ ~ i . Se¢
EROSION CONTROL DETAILS 9 Buckpoinln ben~~ ~ ~ W
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GENERAL NOTES:
r`
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH GRANVILLE COUNTY L
AND NORTH CAROLINA STANDARDS. ~ N
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT. ~ M C r
C O W r
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT STRUCTURES AS ~ ~
DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. ;C ~ r' X O~ N
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE y E
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC-ONE-CALL OR THE APPROPRIATE UTILITY c ~ OWNER o ~ ~ M L
COMPANIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CAROLYN DILLARD POOLE U ~ N ~
UTILITIES PRIOR TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEER AND DO NOT ' i ET AL ; ~ ~ a~ 8928 MANGUM DAIRY ROAD L N M ~
CONSTRUCT. ~ I ~ ~ ~ ' e~ SUN ~ WAKE FOREST, NC z ~ a~
._r1..~ 4. THE T W R ?t _ _ _ EAR H 0 K ON THIS PLAN DOES NOT NECESSARILY BALANCE, OFFSITE BORROW
\ OR WASTE MAY BE REQUIRED. , = ~ ~ i a~~
l ~ ~`,1f ~ 5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE ENGINEER IF NECESSARY. oa~'E
,..~i s 0 ~ ~ ~ ~ 6. ALL CONCRETE PIPES SHALL BE REINFORCED CLASS III. Q - DEVELOPER U `o ~ ~ ~ O ~ ~ .
1 ~ ~ . 1 - o ~ i ~ I 7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY ~ ~ ; ~ BILL WYNN o N._ CR o=o
4 r~~~ ~ 1 1 w ~ COUNTY AND STATE BUILDING CODES. ~ ~ ' ~ ~ 1 ~ OSSWIND, LLC ~ ~z>
~ ' 1696 HAYES ROAD
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING w ~ CREEDMOOR NC 27 2 52 I
ON SITE FACILITIES ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE 3 ti, ' I 1 r i ~ i
FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND ' - ~ I ._a_.__J - _
FILLING OF ALL DEPRESSIONS TO INSURE THAT THE SITE REMAINS AESTHETICALLY ACCEPTABLE. ~ ~ i
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE ~~>'`~..f i I i
PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA. 0 , . r .
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY ~
~ AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS ESPECIALLY SLOPES. SEE ~ `ti _ ' i
~ PHASE TWO _.-3 t EROSION CONTROL INSTRUCTIONS, IF APPLICABLE. i Q z -
Q ~ PAS 0 E - 11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY i , a i 1
LOCAL CODES. BLUEg ; ONNET pR _ -
12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND , U
L AL RE I A D I ~ OC QU REMENTS, NOTIFICATIONS, STANDARDS N POLIC ES. ' Z 1 ~
13. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT 0
U W
ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER. , J J
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR V, ~
ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ cT 1R~S Z Q
ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED
PERMITS MAY INCLUDE, BUT ARE NOT LIMITED T0. CITYICOUNTY APPROVALSIPERMITS, NCDOT SITE MAP
PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, EROSION CONTROL „ _ , eon.
1 - 500 PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, Q LU o
WETLAND DISTURBANCE PERMITS, STREAM CROSS?NG PERMITS, POWER EASEMENT ~ ~ ~
ENCROACHMENT AGREEMENTS, USACEIDWQ PERMITS, AND STORMWATER PERMITS. IF rr~~ W ? w v, U W ~
THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE z~ ~i W o
MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. ~ wN
15. THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE w ~ ~ 0 ~ ~ Q w W
NPDES PERMIT ONSITE. HE MUST READ AND FOLLOW THE CONDITIONS OF THOSE PERMITS. ~ ~ ~ ~0 ~m r~ a ~ U
16. THE CONTRA T
C OR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY PROJECT N0.
ENGINEER OF ANY VARIATION OF FIELDS ELEVATIONS.
05-070
DRAWING NO.

SITE DATA: 3 }
~ m
PIN: 1824-00-12-1237
TOTAL AREA: 164"00 ACRES ~ W o ~
M 0
AREA IN NEW RIW:12e83 ACRES
AREA IN LOTS: 151.17 ACRES
MAXIMUM LOTS ALLOWED BY ZONING:149 W
Y
PROPOSED LOTS: 137 m N
AVERAGE LOT SIZE:1.10ACRES ~ Z ~ 0
Q N m
~ ~
SUBDIVISION DATA:
ZONING: AR-40 tl 7 ~
PIN 1824.00.14.1282 I z
RRE T U :VACANT RECN N0.3166 I HATCH LEGEND W I ~
PROPOSED USE: RESIDENTIAL USE SONYAGARNERWILSON DB 2000!165 I ~
MAXIMUM DENSITY ALLOWED PER ZONING:0.91 UNITSIACRE . r 366°15'DD"E 0 I UNSUITABLE SOILS
I ~\_._____-453_30' 586°15'00"E S86°15'00`E N89°40'48"E N89°40'48"E N89`40'48'E
PROPOSED DENSITY. 0.84 UNITS/ACRE t"~ -'-'1 240??' N89°40'48"E N89°40'48"E N89°40'48"E N69°40'48"E N69°40'48"E N89°40'48"E ~ ~'Sj, , , - 162.05' .-198.31'^-- _^-202.15__-, _--198_54'_ m 199.71' 210.99^--- 216,33-_-• I ~ l 1$~'~b 1 7 i i ~a P 'i cZ~ i f i ~rA ~ ~ r 464.42' ~ ~ ~ M N r' O 216,35' 215.70' ` p , r----------- I I 1. ~I,. IN
1~ 7e f 4~ 4~tORSF / / 1 1 I "d 11 I I MINIMUM LOT AREA: 40,000 SF (0.92 AC.) r o a ! 126 ~ - . ~ / 12s ~ \ \ 1 , ~ I 12o I 119 ~ I PIN 1814 00 94.2175 ! 1o- r ~ i i~ v t 1 $ T+ 121 ~ I ~ ~ 1, ~ 118 ~ 117 I f I I .`1\ Im'a 117 ~ 116 `I , 115 i ~ ~ z p w
rv ! / 52,391 SF / , 0 d 40,018 SF I 40,171 SF ~ ~ 40,048 SF 1 RECN N0.20749 ' ~ 40,7655E ~ G90 \ ~ 122 ~ b MINIMUM LOT WIDTH:100 r > 9 ( \ ~ 4D,836SF ce I ~ ~ ,1 LL W N 4Q048 SF ~ M \ 94,757 SF I m CURVE TABLE y 0 a z Z~~ 2 40.644 SF K ,J rcz OOwSp}
MARY N. ~ ~ r r ~ , ~ , v 12 1 + ~ I > " ~ 40,539 SF , WHEELOUS ET AL ~ f , _,_1 ~ , ; \ ~ 3 ao,273 sF HEATHER LANE I I ~ ~ 3 70 CURVE LENGTH RADIUS CHORD CH. DIRECTION TANGENT DELTA LINE TABLE ~ w~¢ U0 m t 1DQ ' ; ~ C1 21.03 25.00 20.41 NBO°24'79"W 1 L18 4B°11'23' W a ~ z ~ ~ ~ w ~ p y 168..60 , ~ 1 ~ I LINE LENGTH BEARING ~ W } O 0 U ~ } ~ U z
y'+~ ~ C92 , / \ s ti ~ < 217.80----3 MINIMUM SETBACKS. 50 STREET DB6331680 •sss°25 k ~ ~y40,530SF 1 PROPOSED 50 NCDOTRNJ -'°--3 ~ {p047t _18860, ~ \ `P 4 \ \ 1 121.63 192.43' N87°51'11"E N87°51'11"E .i.C f ; 1 r,__~_30i, 'l) ~ a~ Qq3 ~ 12 ~ \ 5 1.- 95 N87°51'11"E N87°51'11"E N87°51'11"E N87,°51'11 E .Ci 04 Ci 1~`~-~ . ~ ~ , . ~,3p~y2°6 l I C2 76.41 50.00 69.19 N79°54'39'E 47.91 87°33'28" L1 81.25 N88°13'52"E ~ ~ O zd z ~ } z rn ~ ~'u_ 0 V JpD6 7yAa" I C3 37.19 50.00 36.34 N14°49'25'E 19.50 42°3701" N t7 ~ ~ o ~ = zd } 2 z ~ w F
15 SIDE ' t ~7 Vp 40274 SF\, ,'-s G96 C x, NV°5~1a.~- w~. "mil w _y, „F ~ Ci14 ~rT ~ I l2 90,72 558°00'52"E E+ ~ LL w ~ 0 ~ Q w w O a „S.''` I C4 85.53 50.00 75.48 N55°29'33'W 57,53 98°00'55" ©~+zz x ~ x LL rn
1 r1 ;~u 1129 „ Cg 5 ; 1~ ~ 9a _ N87°51'11"E N87°51'11"E C! 6~`-~v d ' ~ I L3 63.42 558°00'52"E W ~ g ~ ~ xd ~ 3 p x p N87°51'11"E C1 p5 r~,.- 114 I N C5 42.05 50.00 40.82 S51°24'19"W 22,36 48°11'23" L4 126.00 539°5B'32"E p. ~ S w a w a } 0 m ¢ 131,96' A I w °o C6 21.03 25.00 20.41 N51'24'19"E 11.18 48°11'23" "~i (9 LL o U ~ ~ ~ ~ p ~ W
25 REAR `l`~v i' 3 `40307 SF \ \ G L62 N67°51'11"E Cit6 C115 N87°5T11'E 131,96 n n r 0 / V ? ` ` 094 17224' 203.09' - ' b k4623SF; y ,.p ~ G S 9 9g X16 187.93' ~ .1 r-____ , b o ~ °'l. v' A w s6pJ3' SEE \ ~ ~ ~ f b ~ 5 i 0 ~ S S. S, > G u --"-----1 f- 1, I I I I C 87,828 SF w I LS 62,32 N77°OB'3TE ~z z O z U 0 p- w ".1 ~ ~ \ 0 ' 1, t I A C7 34.53 375.00 34.52 N73°52'25"W 17.28 5°16'33' L6 77.69 S78°36'36'E ~~•f r~F" z p t o rc Z N X ~ ~
FIRM MAP N0.: 37077C02000 ; z ' ~ Aos ~ ; s, A e~, aa,E`o", G. Gg1 ~ I , ~ F F s ~ ( I f! 0 os~. \ -Zr F ~ ~ i I ~ 91 I 1 108 to 109 I j I I Gy \ y ° s6e°Ey, ~ ~ CB 111.55 375.00 111.14 N62°42'49"W 5619 17°02'39" L7 ..1 ~ O Z ~ z O z ~ u. ~I Q 0 I 2,, pg Sq 30.08 S78°36'36'E ~ ~ F } w w w
~ s`~, \ s o ~ , I ~ u 30 S , n° ^ 0 INSIDE TAR-PAMLICO RIVER BASIN ; , , ~ ( sa. C,02 , , o~ ~ 43,375 SF 1 n 1140,271 SF I 46563 SF b ~ N I ~ mow. 50' TAR•PAMLIC m C9 137,09 425.00 136.50 N67°16'14"W 69.15 18°28'56" LB 73.98 ST8°36'36'E Q" rn p g ~ ~ g > ~ ~ ¢ a ~ O ? ? ~ Jr RIPARIAN BUFF R C10 28.47 425.00 28.46 N56°06'38"W 14.24 3°50'16" Q z p ¢ p ~ ~ 0 w 0 z - ~ b ~ 1 L9 52.16 565°23'15'E U O ~ u7 N W N ~ ~ F 0~ a
!89 43,71,. F , / .~C',, 00 "7 S, ,r° G~ ~ 4 7 1 0 ' y, 0 6 6 ~ ~ ,F 0,0 0 SF I SEE I I L W ~ 110 . - j' ~ , 60 T (C•\9y 3S. ~ , ~ 8 I I NOTE'0" I ~ t ~ I 111 / t E NOTE "N" I, Cti 51.61 30.00 45.61 N76°20',3'E 35.09 98°56'35' y p ¢ 3 F ~ 110 17 I L10 36.96 565°23'15"E U ¢ z 3 p y 0 g¢= U I rA 113 C12 45.66 30.00 41.38 S14 50'25"E 28.57 87°12'03" N ~ w (D z - x ~
PROPERTY LOCATED IN WS IV GW WATERSHE , , ,3, ~ . ~ ~ ~ 0 ~ I , g~ 6,° , 40,235E , f ~ , , ~ / 7, / C59 ? C103 < \ \ , ~1 ~ 13'45 ~Y6°~ ?>3 ! I ( w t (ji / 4.688Sf! ` 'h ~ ~ a~ ! \ \40,398 SF t t E L'~~ Qa-~ 5.420`'"'' `.tqg 3F . I I I 1 11 I I 112 i I Lt 1 52.32 S50°4T,4'E z U z g~ 3 m 0 a w i 140,123 SF I 111 I t 48,061 SF ` ,,~.I' ' C13 107.04 775.00 106.95 SSB°08'54"E 53.61 7°54'48' E p ~ w z 0 p L12 63.89 S77'S3'43'E I I I I ~ 40,171 SF 1 t _ ' C14 274.84 725.00 273.20 S69°18'03"E 139.09 21'43'13"
~a I / ( / \ / ~ l p°13'49" _„_241, 1 r ~ 3p. ` ~ I I I ' ~Q a I / A o" 133 v ss ~ . \ + v N3 I Aso l I 1 STREET CONSTRUCTION DATA: r .a ~ , 13s ~ , 13 ~,,y~' %C6~ o°`r,~s~, , ~ ~ 65 ,tea-- II , I, 107 I I J I I 140,0315Fq" 1 N,_____-- "-°19'21' - L13 70.35 S7T40'S5'E Sp ~ _ __a N84 C15 106.05 775.00 10597 S66°01'31"E 53,11 7°50'26' I I 1: L14 39.77 N67°36'38"E W
n n i - r ,p ~ 1 ~ ~ \ / 16 4 F ::iA' 52,418y~K \ S9- \ 88 \y ~s. ~ ^ , \ t ACS' I L ROAD IRIS COURT : LOCAL RESIDENTIAL ROAD' 1 PAVE' LENGTH - 441 LF i - ry r 4o,D17sF N . s s , . ; s ~s~ 4 ~ , \ s° \ Q aoslosF ~ ~ Liz I N8q°23'41"E 38B,3P C16 103.95 75.00 103.87 573°4T1T'E 52.05 7°41'06" I- `EST 53 ,i ~'1 o L15 84.98 S75'S5'03'E Q 7,~` L512 L 233.03' __„r r- ~ o C17 106,28 775.00 10620 581°33'34"E 53.23 7°51'27 L16 46.63 588°05'13"E O
, ~ , r ;2 ~ % / .SEE , s 1,930 SF ~y, oa , o> ~ ! \ , . 1 : p'L, 0. ~ / ` ! d\ 40,871 SF a O , ! r ~ /NOTE" N 0 / , a o ~ ~ /e ss, ~ S`5E \ ~ \ y , ~1/ • r r / / ~ ~ ! I \ N C18 87.41 ? 725.00 87.38 582°49'29"E 33.73 5°19'38" 1 7 r__ I I , I A LtT 59.77 575°08'24"E W
ROAD "BLUEBONNET DRIVE": LOCAL RESIDENTIAL ROAD' 18' PAVE; LENGTH =1561 LF; ~ ~ c ~N 135 ~ ~ ohq;ati o h°; \aEq;lS\ NOTE~'0" > `~s'6^\ ,~5~ .n 0,~o V p`~~ r J ` ' i ~ SN 1 K 9.e0C` ~4 / P ~ ~ P ~ / ~ \ ~ .\y6T`-py' \ A ~ ~9 J ,r I ROAD "HEATHER LANE": RESIDENTIAL COLLECTOR ROAD• 20' PAVE; LENGTH = 3250 LF; sels4o `A~p 43,3nsF 4 ~ o "s°~ - s~ yoo \ .4 Ro T~ ~ 1os ~ , t 1 7 103 I 102 '0 ~~i' I~'% PIN 1 - - 744 C19 29.48 775.00 29.48 N84°23'S6'W 14.74 2°10'45" Li9 112.93 S54'11'30'E y 7 ,b 104 rI _I ~ " m 82400.331 G20 51.86 72500 51.84 N83'26'21'W 25.94 4°05'53" TA ~
o On . r . / ~ , a C" A u n i q?3q. ROA `1" ~ y' ~"0`at,'/ < 52 ( 67 ~ , ~p` OS"fj(` 41.546 SF 4 - i t F 0 '9 ~ ~ rV' ~ 0 ~ c v v F v 105 / 1' 1F 47,478 SF 54,432 SF ~.~ep ~ I RECN N0. 3165 C21 114A2 775.00 114.31 N79'04'4TW 57.31 B'2T32' L20 71.54 S85°29'18'E ~ F• O 40,553 SF -t ~.t+ 6p ~ SONYA GARNER WILSON C22 139,1> 725.00 13.6 N75'S3'25'W 69.81 1,'00'00' L21 100.99 S85'29'18'E U N ~ r 105 ~ I 0820001165 89 L22 5720 S85'29'1B"E W ~ N
ROAD SNAPDRAGON DRIVE : LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH -1270 LF; ; r` sFO GO ~ ('s~ > J r 5s.z3osF ',z ^a,SSSSF % „ s s3 osCy u u, ' - S S /2950' ' V { 14~~ i ~r9° ` s d~' i , SQL 41,3915E \ ~',l, C K / 51,641 SF 11 I II I ~ ~ C23 106.95 175.00 106.86 N70°53'49'W 53.56 754'24' 51,641 SF I I I r I\ L23 95.69 517°2T56'W F' 17. ~
ROAD BLUEBELL LANE . RESIDENTIAL COLLECTOR ROAD; 20 PAVE; LENGTH - 2725 LF; 5r9, ' , e~Q.o2,NOp OR ,a~ s , , , • `~o co ~,Q ' / I I a 1Se?sO+ ? OT 134 / o / \ ,dq d~ a ~i°°? ` d° o$~ ~°~s F` ~ ~ c, 0 C 1 1 It 11 I II l 101 I C24 ~ 96,83 725,00 96.18 N66'33'S1"W 48.49 7°38'08' L24 75A6 577°2156"W = I 1 II 7 ' t ' m C25 60.75 775.00 fi0.73 N64°41'53"W 30.39 4°29'28" U i' 79,601 SF 1 o L25 40.17 517°2156"W
ROAD DAISY LANE :LOCAL RESIDENTIAL ROAD; 18' PAVE; LENGTH = 736 LF; ,.;qe` e ~F R.ll, ~ ~a aory~o / \ t,~~, F s so;l.\\v,~o ~ ~,~e~~,, , 2q~ ~ I 1 :lu ! 4o,24ssfi ' d ~ $ o, 86 \ \ o^ ~ (C-- 1 1 C26 22,01 25.00 21,30 N37°31'08'W 11.77 50°26'19" - j t~-__--"~J L~-J 6133 7 C~ t~ ~ L26 120,88 SOB°45'16"E
ROAD BUTTERFLY CIRCLE . LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH =1259 LF; ; ^ m sq?, ~ 0 \ 5r, \\~~s~ 4,,048SF ~ ~ ~ m I I I . ! F ~ C6 q 0 56,659 SF ~y? F ~ ~ °O~a ` v a4 ` \ Q125 _ tg7.39' Ct t 7•~ ~ C27 48.44 50.00 46.57 540°03'15"E 26.31 55°30'33" Lp7 79.70 S09°40'05"E W ~ Ct2b`' , 582°03'48'1"1 u C28 49.49 47.81 47.31 NB3°51'15'E 27.22 59°,8'30' W ~6o°m'46'1N- o~ °'S88°g2'yy~^-^ _1 m L28 70.66 552°28'48'E Z (0
TOTAL LENGTH INROADS: 11,181 LF ~ , ~ ~ ^ 53 , \r, s°,,, \ ~ , z , 137 ~ a \ FR n , . \ , 0 o ` ~ \ ~ ~ C _ _ r_____-- / C29 44.75 52.97 43.43 N29'SB'x0'E 23.81 48°24'03' L29 33.10 552°26'48"E Q - _ r -475,04'_________ / C30 33.05 50.00 32.46 N,4'42'01'W 17.16 37°52'39' U
ROAD CONSTRUCTION IN ACCORDANCE WITH NCDOT. ~ c5s u' `~,`p'~y ` • 4o,nzsF s°,. ~r~' so'~• ~ 4''373 sF ^ '?q h 145,635 SF ~ 37 d~ ¢n~ CSJ \ i SQ ,p,, ,''.0 r6~ ~ , \ rS S~\ °q. °o, i \ r t ~ , ~4,V ~r~ 'ti, ~ ~ , \ S ° F , 85 ) ~ ~ . C126 C127 ,~6'~ .o, F 0 s - ~ SB2°03'g6'v'I C1z C136 l` l / L30 107,74 NB6°49'09"E Z :C1 132.19 ~ 1 0 / C31 29.82 50.00 29.38 N50'43'26V7 15.37 34°1011' L31 33.08 N14°12'S2'E W ~ } 26 C127
ALL ROADS TO BE 50 PUBLIC RIGHT OF WAYS, 44,611 sF ° C56 ~ ~ , g~ ~ JP 6 ~ S' F ~ 42,0218E 90 \ w M ! C39 CSC , v ( ~ vGj / v r I 1 ~'n~~ 100 ~ w / / C32 35.60 50.00 34.86 N88'12'29'W 18.59 40°4756" L32 57.28 SO6°09'28'W V V m I I I I ~ ~ t. / C33 20.14 25.00 19.60 S85'31'48'E 10.65 46'09'18' L33 106.96 S75°29'50'E W W Z W O
. ALL NEW ROADS TO BE MAINTAIN BY DEVELOPER UNTIL ACCEPTED BY NCDOT, 1 .r- ( ? \,4o,24DSF ' ~ s~ 54 ~ ~ , / ~2F\ r 95 ,~-I L. I r 0 \ . rv Sw N)~~r I t ~ 38 l OS vv , ~v ~ .40,071 SF ,n ~ vv vv ~ 41,993 SF ~ _ ( ~ 1 1 I I ` 87313 SF I 1$ ~ C34 106.93 433.82 108.66 N 1'41' ~ ~ ~ J 1 I~ I I / 2 56 E 53,74 14.0722' d Y ~ 4 N ~ ` 1.1m / L34 55.32 N13°4B1TE 0 0 II y 9$ I I 1' . / C35 138.72 383.81 131.97 N16'30'41'E 70.12 20.42'28' L35 69.00 537°15'48'E ~ > ~ Y ~ J U e
.h ~ r>rty,a l I 4 F i a0 P ~ 49 \ 1 y~; \ ' ~ \ i ~ 84 ` 96 ~ -6 t1~OS' 7,fi655 \ 0 ~ g\ \ C' 0 S6 'Y 0 NOTES: ~ 1 r ~ 1 ~ \ ac.527sF n., 0` 5t• 'y~` °'a • 42,336sF Spa' r ao,2t 9$ ~ ~ ryry ~ C36 327.70 975.00 326.16 S,5'4T11'W 16541 19'15'26' ° , O 9" d 4 7 F I I 99 ~ ~ I' / L36 86.03 S371548'E
m ~ 0 d.\ ,5~ 10 \ A 1/ r``. 12 s,7° ~ 41,788SF ' s t ,i _ s `b-..,, I v w r\ , C r ,r . ~~;+,~y'~~. ; 55 > OA ~ m , s J r I r2 40,206 SF ~ ~ 5, 635 I I ~ ~ I C37 184.80 1025.00 184.62 S10'45'S0'W 82.58 9'12'43' 11,7885E 1; ~ I r7 I 141,7945E ~ ~m / C38 211.04 1025.00 210.86 S2,'16'Ofi'W 105.89 11'4748' L37 15.83 S66°43'41'E I r4 I I I 1 ~ _ L38 98.51 S66'43'41'E
„ r 743' I _ t , . , 0 os e ~6g ~ I . n I 7 `5' ~ / / .4 NOTE A r ' r 48~ , a. / \ s \ \ \ ~ 40,710 SF os FO CC ~ S . I I I I I I I 1 ~ N85'42'14'E C39 41.26 30,00 38.09 N12'14'13"W 24.65 70'48'25" L39 82.88 S66'43'41'E 4E1~
i~ f r 3g a. ~ ?t3iaa'. U / ! v !s . / , !w r v ' ~ v s s , ss° I 1 THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE ~ + 0 1 ~q'3A r ~ r \ \ ~ ~ ' 1' . y\~ dod, \ 'SI oe4 D ' / 33~ , ~R~-.- re 1 \ sss\ / / a \ a N 83 r .,t A7 :,W 3,Bt7SF/W 'l;-°: 16 F \ \ / / ~ J s. de\'.,, ,(n ~,4' \ CO "7 0 2 ~6, F N85° I I i i____----~ L'"~ ~ ' ---N85°42'1a'E C40 57.53 30.00 49.11 S80'2,'00'W 42.74 109°52'12' Deal e,~F 93`.~ _ NB5'42'14 E 203.48'_ Lao 39.99 N40°04'42'E a .q ~'q ~ ~F~"-4 ~ 5°42'14'E N85°42'14'E 42,03' 145-34'- r-"---~- - ,t C41 126.80 975,00 126.71 Ng0.59'21'W 63.49 7°2106" -eao ~~ryE;~T" , sy` ~ NB 1__ r--- ~ N L41 109,48 Sat°50'40"E v s°eP°°.° / ~
EVIDENCE AND DRAWINGS PROVIDED TO THE SURVEYOR, LOCATION OF ~ ;a , P r;, L;; ''GREEK ~e0' ~ r \ ' 'a. ~ / 48 r\x \ ,a5 ~ ` Or ~ ' h o t T r ~ F 0 / i s`b•\•., . > F aoaaasF `~.r m 1~ UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN , ~ y , !p §1• - r ~ r < 40,026 sF r 47 .e~, ~i\ ~ / 56 k sss ~ ` / n ~ " 158.12' 1_81,55 i,__ --D I 1 C42 92.55 375,00 92.31 S44'20'01'E 46.51 14°08'25" e' ~ ~7 °r. ~d r ~ I I ' I 1' N C43 100.30 375.00 100.00 S59'03'STE 50.45 15°19'28" Lag 6340 Sal°50'40'E nG °°e ~~a~~(~r~c 9
!e 0 HEREON AND ADDITIONAL BURIED UTILITIES MAY EXIST, ONTACT THE APPROPRIATE Q' ~ - r M ' i l r ~ P`~ ~ ~ ~ ' 4a,154 sF ~ s ~ 81 / / , C ~ X71 ~ 39 ,F,e \ t r ~ \ ao,oso sF ~ s ° s 0 1 7 I I I I Lo L43 35.41 558°3T48'E o e ~,Q 4 ~ t 1 I I T- 1 I 1-1 $ C44 147,72 325.00 146.45 553°42'24°E 75.16 26°02'34" s ° ~ ~x a I I I „1,, , m L44 98.88 558°3748"E e e " R m
r 0 r r ~ . a!, .r UTILITY COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES. j t I , , se,. ~ sF + ~ 1 0 f \ sv `.l ~ 9r \ ,~7 sso, os ~F ` a2•a3s sF ~ ~ ~ 8 m s~ r / ~ ~ * I I ( \ a C r~ r G ~EK \ . / 57 / 1 aT ~ ~ ~ ~ 9 ~ $ _ ~ I 7 1 © 1 C45 21.03 25.00 20.41 N42'3B'DO'VJ 11.18 48°11'23" l45 76.12 558°3T4A'E p ~~-r°t'L @Q} o v{ D N 1 $0 O O f~ O ` i C46 43.31 50.00 41.97 543'21'06"E 23,12 49°3736" m 1 O ~ 64,104 SF L46 128.15 512°41'OTE > ~
p J Sp P~ 66,40 SF f \ 2 ~ 4__.1 _ 5 , , ~ ~0 , F B,• ~i 40,8( NOTE "8" V ~ a >asz,~g. `'8 i ~ ~ 9EE 1 1 a l 46~ \ ' •o < 40,391 SF ~ / Ss \ ~r. ( 81 ~ , ~,,33 41,461 SF 40,006 SF 436955E ~ 7. C47 43.90 50.00 42.50 N86°41'04'E 23.48 ° ° ~ 4Q801SF P N 1 ~ ~ I ) 6018'03" L47 102.29 512°91'OrE a ~ v, , ~O' $1 1 I I 1 ~ I ~ C48 48.09 50.00 46.26 N33°58'4TE 26.09 55°06'33' L48 100.00 St2°41'OTE ~ ° 4
ALL DISTANCES ARE HORIZONTAL GROUND AND AREA BY COORDINATE COMPUTATION. PIN 1814.00-62-8013 Z " ~ - ~ • r ! Nq~E °o" I 41 'SS~~,t a9 51 Gs \ se,oa4 sF + / i „ rs s!4 , \ ~ / 43,DSO sF lU ~ (o t ~o N t - J•~'s I'~.~ ' ' f ~ - ~ ^ C43 ~ °~:F c ` ' 1 a / l `.°a aP c ~ 43,090 SF I I DA! I I I C49 65.09 50.00 60.59 N30'S2'12'W 38.08 74°35'25' ~ °°e ~ ~ Yi I B ~ NE I I I I I` N L49 104.86 S12°46'16'E oo ~ °B~ r-0~; F
RECN N0, 3101 ~ 2 , e`1 „ ~ r°. ~ 52,784 SF ~ _ ° \ ~ ~ , r , s Vii. \ s, \ n CAROLYN DILLARD ~ p ~ t x 35 w I ~ ~ I ~ d e ~ 1 , I , , s ~ ' \ _9 ti 0 `I I I ~ (a \ \ m NOTE C POOLE ET AL ~ 2 r HoUS x2,651 SF ! ~ r I v- I ~ s -,1 I L---- ~ ' ' rc~' i ' > Za ,rr~ ` , ~ ROPOS@DI p rNCAQte~r I J L - t m C50 40.80 50.00 39.68 S88°2T31'W 21,61 46'45'10" L50 78.22 567°2T'33'E a~gs 11 QQ~~ ei00 m 123.22' `---J~J ~ ~tv 7~-~ t : PI 1824.00.42.4212 C51 21,03 2500 20.47 N89°10'3rE 11JB 48'11'23' Po t~„ 00 137.33' ' ~ t R CN N0.3162 L51 102,88 S87°58'05'E ~ '
ED ' ~ _ , THIS SURVEY WAS DONE WITHOUT A TITLE SEARCH AND IS BASED ON REFERENC DB2ooo1233 P"• ' ' ' ~ ~0~`°-~..1 + % r / ~ Q W 1, le of 32 W i ,o- 1....... I / / r r 6 v C77 N85°38'23"W N85°38' G83 C& ~ C52 184.84 1025.00 164.46 N41'S1'54'W 82.60 9'12'11' v 23 W G84 ~ I S NYA GARNER WILSON L52 36.25 N8x°19'2rE C15 Ny~t.~----'"~_ _ "------___._,-__-N f i C53 156.35 975.00 156.18 N56'14'04'W 78.34 9'11'16" L53 115.68 N84'10'56'E
.1 N 1~~°I 0 . m,- ....1 I I / r I ~ ~ Jr- ___53,89:.____ , i 58 ' 59 ' i S G15 ~k~'. PB 112717571 ~ • o t s a? 0 / t P`w INFORMATION. THERE MAY EXIST OTHER DOCUMENTS OF RECORD WHICH COULD ?"7s~ 12 r Z m 1 . r ~ / ~ ~ O r u Oyy-- 40,128 SF ly e ~ I J m •L, I ( r r ~ Ca7 , n ' 56,213 SF / / r ) \ C71 UR° - - _ fis-3a'23x~, ~ 7 75 k~ D 2000!165 71 w I I C54 184.79 1025.00 164.61 N57°Ofi'14"W 82.57 9°12'42" L54 102.25 SOB°58'32"VJ N85°38'23"W N85°38'23'W ~ I 54,2755E C55 49.38 30,00 43.99 N80'21'00'E 32.34 94°18'14"
AFFECT THIS PROPERTY. i . r~,, 2ss.22, I ~,p ..,1 ~ + I , ~ i I ~ / ss,eso sF , , , r I J N, 1 I 42 , \ 45 1 ; r / 60 ~ W I ! o-, 26x, 0 I r- 0 0 , / 123.77 l~ L55 57.88 S10°22'38'W _ w _ 131.07 C78 1 ' ( C56 41.26 30A0 38.09 SOT'03'4TE 24.65 78'48'25"
" 11 y r 34 - 5183° ~ ui t ~\~'~`-t ~~48,5995F ~ ~ 43 ,r i A AV 100,619 SF ~1l 4 /r47,6235F i w~ _ NOTE D" o r 0 , 50yyE- ,p` 0 0 , \ l t ~ b ' \ C72 r • ' nr ~ L 44,155 SF r'-23~&4L.,_ ~ of Nv I 31 1 j ~ 49,0.54 SF r 44 \ 50'TAR•PAMLICO ~ II t i I ~ 1 \~i ' ~ '~r~ l _ C~9 Gs~ ~1 131.67 97 1 7 L56 114.37 S70'3T4fi'E C72 ~ rY 1 I 1 t . C57 5.00 3,.5 536°12'34VJ 65.94 744'16" L57 10348 52755'04"E
EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS SURVEY DOES NOT REPORT ANY 1 w. ~ 7 p m~ I ~ r m 11; tot , / ~ E \ ~I ~ , I u, ~ oN I 40,7775F,•• t n °t 48,313 SF 4 RIPARIAN BUFFER ~1 1 a NL, , , ~ , ~ tl 40,05D O ~ I I ~ I .mss ` C58 123.08 1025.00 123.01 S36'38'1TW 61.62 6°52'48" l58 64.88 802°58'24"W ~ 1 40,0505E ° ~ I I j i r ~ 11x` OS C59 48.51 30.00 43.40 N04°39'10VJ 31.42 92°38'49' ~ 0~ 1 s I ~ i i ~ ~6 L59 119,33 S10.23'15"E ~ ~
OF THE FOLLOWING: EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD t6 L>g Q v1 • ~ ° o , r3, / 'r - ~ , -1 : ' SEE NOTE "N" 1 N1 r r r / ~~f 61 ~ , '°0vS ~ r 1`~ n a I6.3 e Q ~v!v I ~ 1 l 'C A 1 ,5_ , I / r d, : 0 / 09 ~T r , ^ 1 EXAMINATION, BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE ; I . 2¢ c9 4 , 33 W ar so -~e~r i~ j. I r h r \ \ ; i 1~ ~I ; r , 59,,6ssF ~ I D~ a 1 I I C60 45.52 30.00 41.28 585'33'25"W 28.44 86°56'01' 1 Q ~ ® L60 77,37 509°13'38VJ ~ v ~D'rA3"E' ~ ~ '4 ~ ~~`~~y C61 109.11 975.00 109.06 N4T46'13'W 54.61 6°24'43" L61 4921 N12°22'24'W ~ ~
~ 61,008 SF = I B t ! a•~.. \ t t , , , `'N83° REGULATIONS AND ANY FACTS WHICH A TITLE SEARCH MAY DISCLOSE, ; ~ ~ ~ L _ ~ ~ , r-_-~6~._ s>6<2 - r IL , y;\ t , , ; ,r 1\ ~ r , a I; I , 1 1 \ ~ ~I v r / / / r , r ~ t40S53SF 64,0345E ~ ~ N ~t t ~ ,1 ry I C62 123.64 1025.00 123.56 N47°31'15'W 6189 8°54'40" L62 68.73 N87°51'11'E v M
NOTE"E" ~ X I O8 I i ~ I 30 ~ 7 f~0 , 6_...~ ~ 589°433TE. 589°43'32'E'`i S99 3'32"E _589°4332° \430 ~ i i Il ` I I O I 1N C63 121.62 975.00 121.54 $45'25'04"E fi0.89 7°08'49" L63 107.10 N45°40'29'E ~ ~ E 1 1 ~ ~ i 2 I j 41,473 SF I I _ '~°11'p°E ' - '~'~~1 "a° C64 164.02 975.00 163.83 S53°4B'39'E 82.20 9°38'19" ~ ~ I t ~ H I I © I I I p19 _ t' , l64 8227 N46°18'24'E
ALL LOTS WILL USE INDIVIDUAL WELL AND SEPTIC SYSTEMS. Mous s ?s t I ~ . I ~ 4 '2 , n r I 157 64' I r. \ \ Sir.7s ~ 40,003 SF l0 14I" 1 ~ 130:69' 158.03 : ~ ' ' \yy1 m I 1~ I 1 I ~ v. C65 117.59 102500 117.53 547°OT26'E 58.86 6°34'24" ~ ~ m ~t Iw~ I 141,428Sf i I -_A12y~~~~ 11e ° L65 52.5a N45°56'OS'E W r I N a } 69 ,N 'R I I ` J L'J°11'20"E 1s F C66 147,04 1025.00 146.92 554°3113E 73,65 81310" L66 49.57 565°33'S3'E ~
r' r sp. J l ~l° 11 I I + I 4 r r -r ~ n f 1 I 1 ~ ;v S ' F'~- ~ 2' ; ~&e ~..j~ 8 I I I 1 I ~l' \ I r . ` V,.,.EX, ~ ' ~ 1 `I: 41,1 " ~ ~ © I 7 ~ 62 1 C67 57.19 525.00 57.16 N85°30'34"W 28,62 8°14'28' ~ 1 '`$141,1125 tt rn j u-oi~0"E N716q,7b'~""` L67 83.71 N38°33'1rW
NOTE F r 1 3 ~az+ 1 y r- I I I 6 r I r 1 .l G 0~ 1 0• t '+A , r o- I^` 6„ , 41623 Sf ~ ~ E 1\ i 63 . , t , ~ ~ 7S 7, ! , ~.~~n 1 f 1 I I 1 t ! l r ~ I 1 ~ ~ i ~ 52.OD9 SF' , 0 I m t NO USGS MONUMENTS WERE FOUND WITHIN 2000' OF THIS SITE. 1 r r I ~ P >o ~O - c1t p y ~ • a1ss3 SF ~ , 41,2x7 sF r , ~ r r ! . _ - G v~ ~ ~ So,35ssF I + it ° m It j N79 ,1..- / C68 115.66 525.00 115.43 N46°04'40VV 58.06 12°3121" L68 69.40 N36°33'il'W ~ ~ ~ X 11 t 5t~~E- _ - ~ - - C69 64.79 475.00 64.74 N54°43'20"W 32.45 7°x8'56" L69 43.77 571°52'31"E ; ~ ~ ~
' rl~ 11 ~ ~ 7~ ~ 9' ~ ! ~ ~ II ~ ~ . 142,797 SF r Ir 4 ~ II 1 LN'1 IN 46,168S~ / } Y1.~ I C12 42,223 SF - I "I d c? , r45,944SF - ( ~C~~ ~.-p'tg'~ r ~,E ~ap14Q•_'--~" I C70 183.32 475.00 182.18 N39'45'30'W 92.81 22°06'44" L70 156.47 571°52'31"E N
NOTE "G" 1 4x,4 sF ! o s W 1m 17 i 10 i L~. I ~ i ~ d r • i _a5os~1 r m i THIS SUBDIVISION HAS NO REMAINING ACREAGE. I ' s E ry v / r 44sss sF ` ` - I I ~ ~ 3 ~ 'G-= ' G' . ' n N N I r r 6$ .8-' ~ C71 41.09 30.00 37.95 S7900'06'E 24.50 78'28'12' L71 43.12 551°58'10'E C r ~ 1 150,211 SF ,,.-}Ci1`~~ - - - ~ C72 47.92 30.00 42.99 S1T26'3TW 30.81 91'31'27" ~ ~ ~ U t a N i t 15_-' L72 104.15 551°56'10"E n~ L
~ta07E "0" t r , / / ~ ~ t m ` N ~ t _ ±A~` ` C73 132.79 475.00 132.35 N20°41'31"W 66.83 16°01'01" L73 55.83 S51°56'10'E V N ~ 1 1 II ~ 1 C74 111.18 525.00 110,97 N22°15'05'W SS.BO 12°08'02" L74 69.61 551°56'10'E T~ ~ ~
fir; I ! t r r / _r ~ rq ~a LUEB I r r r F 1mo1a F v ~ 0 1 ~~1 n . Y 1 1 t , , - ~ d .Z;. -PR ONNEI D / ! S 1 .3" p.''' 45,964 SF o~ NOTE H' "S a I r!- J l ~ / yA' OPOSFD 50' NCO RIVE r r r r 4'~ ( 1 . ,~-t~'~\a.5 ~ 1 - _ C75 147.41 525.00 146,92 S69°48'26"W 14.19 i6°05'13' ~ N M C m 1 1 L75 143.07 S51°56'10"E Q 7~
THIS PROPERTY IS NOT LOCATED IN A FLOODPLAIN. z I-~ ' ~ u; ~ /h c l`~~ ` cte Lza oT~ ~ r , r , 2~ ! 1y _ m f 1 r ,7 y~ ~ , 1S L21 C, r t r t I~'. r 'D t- ' , 67 ,3Dgpwy-~'~ 1 C76 25828 475.00 255.11 578°46'59'W 132.42 31°09'16" l76 96.29 S76°30'42"E ~ V N C
.•r.-~ . rEK. ~ ~ h' y~ ~ / / J Ote - o ~ r r / 1 r' 'wt5'~6o'-'"~! 65 i NOTE"I I :Pl.'. .I PUNDh / / / / , _ _ -,.._.crr ?3 + ; rv r, 0 1 r~ 118,4485E 82 C77 122.13 525.00 121.85 S84'30'53'W 61.34 13°19'42' L77 47,88 S54'11'30"E r+ZM ~ 1 1001 C78 21.03 25.00 20.41 Nfii°32'42"W 11.18 48°11'23" f0 1 ~J \11 l78 95.40 578°30'42'E L L r C79 42.05 50.00 40.82 561°32'42"E 22.36 48°11'23" 0 ~
I ~ ~ . h r " i i ~ r 12 / , 7 C17 S85°29'18"E L22 HI/E C ~ 2 !!1~ y-ter' , 50628 SF --''J r BOUNDARY AND ALL SURVEY INFORMATION FROM ACCULINE SURVEYING. 1. ,r, .r , , 11 r 74 211 sF , r , r-_ 115.33' G2D ?S G32 85,5 4sF ~ ~ - " ",,-'l ~ _ C80 6127 50.00 57.51 N59°15'19"E 35.15 70°12'35' Q fie-
I / / 53,945SF. ~ r us ~J s r 1 I l r----"1 \ 3, r r' ?,tg99'6'',- l I ' 1"~'. i l\ / / I ~ 41 791 SF / I I I I I I l r~_ C S" ~ 1 1 ,_.'N1 1 ~ NOTE"J" ~ t, .i' .r~' < ~ r ~ ~ ~ 14 I I I 1 I I 1 ?q o • r ' - ~'0 1 ..t a r. ~ ~ 0 r I I 16 lJ t 66 ~ ! C81 48.50 50.00 46.62 N03°38'25"W 26.35 55'34'55' OWNER o 0 ~ E 1 ~ cA2 x73, sD.oo 4sss Nse°3x08"w 25ss s4°12'30' CAROLYN DILLARD POOLE ET AL U `o v N
I ' ~ / 0 I I ~ C2 "S88°45'4Y - - 0 .J TOPOGRAPHIC INFORMATION FROM GRANVILLE COUNY GIS LIDAR. , ~ t / ~ c1'aD,Dta sF 15 , 17 i r r, e• ~ _ 1 \ ~ f / rv 0 I I 0 - 66,822 SF 2 j; Y/- ~ OOD7SF _i 18 7 f s - - '}'.-1 ~ v / ~ ~ '<n+ ~ 41 552 SF N ' I k0,357 S~ ~ l r ~1 , -440.52.___-~, TEMPORARY C83 42.05 50.00 40.82 S70'15'S5'W 22,36 48'1723' O ~ V
I h 1 , ~~.,..._l / J. / I t FI ( Ia0.533Sf t ! \ ~ / ~ ' NOTE"K" I _I , , , ~ 1 + t t \ \ ~~'.,,.,...j i 11 rr ! ~ I o I ! C28 ~ l ~ 1rr( ~l ' TURN-AROUND cBa 2,.03 25.00 20,4, N7D°lsss•E t1.,e 4B°1x23• 8928 MANGUM DAIRY ROAD O N•- EASEMENT C85 133.08 975.00 ,32.97 N54°53',11N 66,64 749',3• WAKE FOREST NC
PRELIMINARY SEPTIC SOILS MAPPING PROVIDED BYJOHN DAVIS. j ~ + ' 7~ t g L -~-a r / , ' h ; 19 > __.1 ` 1 r<i -''S~ et' I Y: t r .vl 6 ..L7 t ! I s `2 ~ d3,2715F / r \ © ' N !o I 615 , ~ - ~ C86 2'.75 25.00 21.07 NB3°43'25'W 11.62 49'51'15' ~ C8T 60.54 50.00 56.91 S73'STSB'E 34.60 69°22'08'
r I ~ o, ~ / rJ \ ~y 75,246 SF ) c ~ I I N~ 8°36 ~ I I I ~ NOTE "L" t 4 a sF`' i -`~1 m~1`i>a7.5s' s78°3 - I I , ~ I ~ " r 0 _ - ` ~ E -'1 8 C88 30.28 50.00 29.82 S21'55'49'E 15.82 34'42'09'
8,3 t 636 t_ 1 ~.t © >r - PIN 1 24.00-21.2030 PRIOR TO FINAL PLAT THE ENGINEER WILL DETERMINE NEEDED STORM DRAINAGE I i E I ~ ~ j I I I ? fi\ 5 53. L8 - • 1'• . f _ 41,511 SF S m 9 i \ p RECN N0. 16900 C89 35.83 50.00 35.07 S15'S1'04'W 18.72 41'03'38' C90 82.79 50.00 73.65 583°55'O4'W 54,44 94'52'27• DEVELOPER
NOT~'0" 1 1 6 fi~ 5 - 2 - `J •C:. I j i j v~ ~,30, 0^N EASEMENT LOCATIONS, ~ v: 0 ~ - ~ I I rv \ s1 ~ y i t ' 3.186SF t fi 40317 SF - q., ~ Ip ~'r.:,, I I ; I 7 \ 32549' STEPHEN 8 GARYTURNER HORIZONTAL CURVE DATA cs1 31.x1 So.DO 31,7e N3D°2e'x3"w 18.x1 3B'2aos C92 '035 25.00 19.80 535°38'03'E 10.78 46'38'44' BILL WYNN
t rJ 1 t I ~ i m ~'~`6,374Sf 1' 1 I- L i' i r ,r - NOTE "M" N ' URA ,i \ ''ia'~ J i / C93 142.77 1025.00 142.66 N54°58'00'W 71.50 T58'S1'
Y L L DE ~ a ' IS GO DD~~- u`' cq os 1 _ - a !1j ;,,4 ._ir`s" , ' 'sQ5.3D'oo BASED ON PRELIMINARY SOIL REPORT, APPROXIMATEL ALL OTS INC U 1 ~R NC oo ~ , L_ _ - us ~ 136' \ ~J~I CURVE 6 CURVE 11 C94 128.52 725.00 128.35 SB2°46'2B'W 64.43 10'09'25• CROSSWIND, LLC PI 5TA, , 12+04.76 PI STA = 28+26.49 PI STA = 17+97,25 C95 32.P4 775.00 62.82 S85'3r4e'W 31.44 4.38'4x'
ADEQUATE SOILS TYPES AND SUFFICIENT AREAS FOR SEPTIC SYSTEMS. ~ QaOpo ,+s• 1' „ g1~ 30 - ~ ' _ \ 6 W ~ \ a = 2x,9'12• ~ = 4746'29' a = 09'0755" C9fi 148.14 775.00 148.91 5774,'391N 74.80 11'0,'35' 1696 HAYES ROAD CH. BEARING = S65'21'06'E CH. BEARING = N63'6156°E GH, BEARING = S46'24'3TE C97 189.02 725,00 188.49 STO',3'37^N 95.05 14.56'77
t I 5B' 15e3000 ~ ~ r O NOTE "N" 1' Saroo~N s 515 3000- i ( arils sF' - ! \ TANGENT = 78.91' TANGEM = 332.16' TANGEM = 79.86' C98 ,10.04 775.00 109.95 568°06'4B^N SS.t1 8'08'08' CREEDMOOR, NC 27522
50' TAR•PAMLICO RIPARIAN STREAM BUFFER MEASURED 50' FROM TOP OF BANK EACH 'I 15 i~, N1`' 56~ c2 `s~;y S16^sooo \ t \3 Q `'bs r 628,16 50' TAR•PAMLICO \ ARC LENGTH = 155.82' ARC LENGTH = 625.3] ARC LENGTH = 159.38' C99 100.83 775.00 100.76 560°t9'O6'W 50.49 7°2716' RADIUS ~ 400.00 RADIUS = 750.00' RADIUS = 1000.00' C100 145.62 725,00 145.38 S57°00'14'W 73.06 11'30'30"
SIDE WHERE INDICATED ON PLANS, 5.3oo°-E ~~a~, fi. RIPARIAN BUFFER N122o43 ® ` SEE NOTE "N„ C101 95.13 775,00 95.07 553°04'29'W 47.62 701'58'
~ ~ ~ 49,542 SF ~ NOTE "0" f''' ~ - C102 41.61 30.00 38.35 N89°i7'28'E 24.94 19'2755' CURVE 2 CURS 7 GURyE 12 C103 53,53 30.00 46.70 500°08'12"W 37.20 102'13'33'
1 t O ~ '00"W PIN 1823-00.19735 HOME ON LOT 1 MUST FACE IRIS COURT. RECN N0.3656~ 6 , z 4DD12 sF + ~,--''""5153851' RECN N0.17150 I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY PI $TA = 17+72,63 PI STA = 41+38.55 PI STA = 24+00.84 C104 47.75 375.00 47.72 N88'29'5rW 23,91 T1T45' s PRELIMINARY a = 3x17'48` a = 3745'33" d = 16'47'06" C10s 107.73 325.00 107.13 N82'39'OS'W 54.36 ,8'59'29'
EXISTING HOME ONLOTB FACES LAWRENCE ROAD. AMZIEBJR& m ~ .s 35 PATRICIAVICTORMCASKILL PLAT BY THE GRANVILLE COUNTY PLANNING BOARD AT THEIR MEETING ON 09 1 HOME ON LOT 40 MUST FACE SNAPDRAGON DRIVE, ~W CH, BEARING = S69'50'24'E CH, BEARING = S7Ti6'03'E CH. BEARING = S50'14'14"E ING ON 09/15/05. TAN ENT = 2,0.05' TAN M = i) .69' ANG NT = 147.54' C,O6 143.30 375.00 142.43 N73'S4'13'W 72.54 21'53'42° s
TREVAWARD `b L51s.g000 DB7571516 THIS MAJOR PRELIMINARY PLAT SHALL EXPIRE TWO YEARS FROM THE APPROVAL HOME ON LOT 88 MUST FACE HEATHER LANE. D82191460 ~ eo 'HE APPROVAL DATE. ARCGLENCrH = 409.6] ARC LENGTH 9230.66' ARC LENGTH = 292.96' C107 50,32 325.00 50.27 N68'43'13'W 25.27 8'52'16" 'J
HOME ON LOT 91 MUST FACE BUTTERFLY COURT, ' ' 2z HOME ON LOT 125 MUST FACE HEATHER LANE, RADIUS ~ 750.00' RADIUS = 350.00' RADIUS = 1000.00' C108 23.27 25,00 22.44 N3T3T13'W 12.55 53'19'44' Z C109 91.80 50.00 79.44 563'33',9'E 65.40 105°11'56'
HOME ON LOT 133 MUST FACE BLUEBELL LANE, C110 38.58 50.00 35.77 N42'S3'04'E 19.15 41°55'16' 0 C111 33.46 50.00 32.84 N02'45'D9'E 17.38 38°20'34' M U
C112 5722 50.00 54.15 N49'12'21'W 32.21 65°34'26' W W
(DATE) GRANVILLE COUNTY PLANNING DIRECTOR PICU~'~ 23+25.99 PICU~•8 15+70,51 PI~~ 30+68.58 Ci13 21.83 50.00 21.65 S85'30'04W 11.09 25'00'43' ..I C114 1822 25.00 18.75 S84'S8'49'E 10.,7 44'02'55' CTOR a = 2710'18" d = 24'26'46' a =45'56'41' J
So -o RIGHT OF WAY CH. BEARING = S71'S4'09"E CH. BEARING = S49'29'11"E CH. BEARING = 535'39'2TE C115 47.12 30.00 42.43 S42'St't1'W 30.00 90'00'00' TANGENT ° 181.25' TANGENT = 216.63' TANGEM = 211.95 C116 47.12 30.00 42.43 N4T08'49'W 30.00 90.00'00' ~i~ Z
ARC LENGTH = 355.68' ARC LENGTH = 426.67' ARC LENGTH = 400.94' C117 80.95 535.00 80.88 S06'28'55'E 40.55 8'40'11'
~ ~ ~e-0. 8'-0" 18'-0' 6'-0' 5'-0" RADIUS = 750.00' RADIUS = 1000.00' RADIUS = SOD.00' C118 118.46 485.00 116.18 S09'Ot'34'E 58.51 ,3'45'30' C119 109,83 535.00 108.84 S18'41'S4'E 55.11 11'45'46' Ut
SHOULDER PA1'E'MENT SHOULDER DITCH NCDOT R1CHT OF WAY C120 223.81 485.00 221.83 S29°0732"E 113.94 26'26'25' ~
14' 14' ~URJE 4 GURVc 9 CURVE 14 C121 157.47 535.00 158.90 S31°00'42"E 79,31 16'51'52' Q a a PI STA ~ 11+08.21 PI STA = 20+27.60 PI STA = 11+71.95 C122 1&5.74 535.00 181.81 S49'23'24"E 93.82 19'53'32' ° Q
1 PER Fr. ~ /Fl' ~ ~ P d = 29'J9'D2" 6 = 29'2]53' a = 3T5120' C123 210.17 485.00 208.53 554°45'35"E 10676 24'49'41 ~ 0 } CH. BEARING = N20'S8'S8'E CH. BEARING = $51'S945'E CH. BEARING = N75'22'Sr c Ci24 160.66 535.00 160.06 S67°56'22'E 80.94 17°12'23"
SHOULDER PAVEMENT SHOULDER D17CH ~OPti TANGENT = 108.21' TANGENT = 92.03' TANGEM = 171.95' C125 2fi0.41 485.00 25729 582°33'20'E 133.42 30°45'48" ~ ~ (D ARC LENGTH = 211,56' ARC LENGTH = 179.99' ARC LENGTH = J31.23' C12b 135.48 535.00 135.10 583°4T46'E 68A9 14°30'26" IAJ J ? Q
RADIUS =408.82' RADIUS =350.00' RADIUS = 500.00' C127 64.31 535,00 64.27 N85°30'24"E 32,19 V W Z 6°53'15"
1" PER F1. 1~4" ~ 1~4" ~ 1' P F7 !,IE'86dlti E 2 ~ LE1O. 2:1 C128 21.03 25.00 20.41 N73°50'33'W 11.18 48°11'23' Z ~L Ww o_ Ci29 33.41 50.00 32.79 568°53'20"E 1735 38°16'58" ~ ~ ~ LL ...I
&1 3• ROWFIC 1:1 3'. HlllY 1-Ya1 CURVE 5 CURVE iD CURVE 15 C130 36.96 50.00 38.13 N24°18'OTE 19.37 42°21'17 U ~ > ~ 0
0'-5' PI STA. = 18+61.86 PI STA = 10+97.23 PI S1A = 16+94.22 C131 34.40 50.00 33.73 N16°35'i6'W 17,91 39°25'29" ' ~ > Q W ~WN/ a = 33'5513" 3 = 11'06'25' a = 95'4125' C132 36.02 50.00 35.25 N56°56'25"W 18.83 41°76'50' ~ ~ FJ- Lt..
2 gm CH. BEARING = N23'OTOS"E CH. BEARING = 556'3141 E CH. BEARING = S50'02 32 E C133 59.82 50.00 56.31 568°OB'46'W 34.07 6B°32'4r p, Q. TANGENT = 304.97 TANGEElf = 9723' TANGENT = 564.33' C134 21.03 25.00 20.41 N57°5B'OS'E 11.18 48°11'23"
0'-8" ARC LENCiH = 592.02' ARC LENGTH = 193.85' ARC LENGTH = 852.65' C135 46.28 975.00 48.18 N43°12'16'W 23.15 2°43'12'
RADIUS = 1000.00' RADIUS = 1000.00' RADIUS = 510.00' C136 39.73 1025.00 39.73 N42°ST1TW 19.67 2°13'15^ PROJECT N0. C137 21.54 715.00 21.54 540°52'28"W 10.77 1°35'33"
n „r , „ - , _ r~~ , n 2" OF 5-9.5 A SUPERPAVE ASPHALT MIX NCDOT SPECIFICATIONS
U L Vr ALSL ar 9.3A 1VLllul ~Y~t lt'1(AllUNa " 6138 40.S/ SU.UU 39.47 N68"43'28'E 21.48 46 zs•zs LEGEND C139 15.00 875.00 15.00 N81°16-58W 7.50 0°52'53" 05-070 70
8" AGGREGATE BASE COURSE NCDOT SPECIFICATIONS 8" AGGREGATE BASE COURSE NCDOT SPECIFICATIONS spec oR Aec 2 SCALE. 1 200' 0 IRON PIPE SET DRAWING NO
0 EXISTING MONUMENT FOUND; IRON ROD 200' 0 200' 400' UNLESS OTHERWISE DESCRIBED
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PI STA. =12+04,76 ` D = 22°19'12" JS+00 TANGENT 210.09' NET DRI V G LUEBON 15+ ARC LENGTH = 409.67' B
CH. BEARING = S65°21'06"E D0 RADIUS=750.00' 50' NCD~T ~
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10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+00 17+00 18+00 19+00 05-070
DRAWING NO.
PROFILE - HEATHER LANE_
SCALE: 1" = 40' HOR. 6
1" = 4' VERT.

TEMPORARY GRAVEL i;, RIPRAP FILTER-BERM BASIN TABLE
DRAINAGE Tc 110 1 CFS MIN, REQ. SURFACE AREA MIN. REQ. PROVIDED VOL ~ m
BASIN AREA Cc (MIN) (INIHR) 0 0 ( )SURF, AREA(SF) PROVIDED(SF) STOR. VOL.(CF) & DIMENSIONS LEGEND
BASIN 1 0.26 AC 0.75 5 7.5 1,46 637 675 468 15'x45'x3' = 2,025 CF BASIN 2 0.32 AC 0.75 5 7.5 1.80 784 867 516 16'x48'x3' = 2,304 CF 1 ~ooADETAII NUMBER LAG ° W
BASIN 3 1,38 AC 0.75 7.5 7.5 7.76 3,381 3,468 2,484 34'x102'x3' =10,404 CF ~ "---7~OSHEET # DETAIL IS LOCATED ~ Q
BASIN 4 0.61 AC 0.75 5 7.5 3,43 1,495 1,496 1,098 23'x69'x3' = 4,761 CF PROPOSED CONTOUR ° ~ ago r'~~LIMIT OF GRADING
SEE DETAIL. TEMPORARY GRAVEL &RIPRAP FILTER-BERM BASIN -3~o EXISTING CONTOUR
0 CO P~~ROOFID ALIN PIPING ~ (1% MIN. SLOPE ON ALL ROOF DRAINS) c
DIRECTION OF DRAINAGE
PIPE SIZE CHART LEVEL SPREADERS O Q SEE NOTE #5 REFERENCE FLAG ~ W
RIP RAP ZONE ENTRANCE WIDTH END WIDTH DEPTH LENGTH PIPE SIZE LENGTH SLOPE 010 (CFS) V10 (L x W x H) DA DRAINAGE AREA O 0
1 18" 52' 0.40% 1.86 3.1 6' x 4.5' x 12" 1 Imo) O(10) TEN YEAR PEAK STORM DISCHARGE ~ W z ~
2 18" 52' 0.40% 1,07 3,0 6' x 4.5' x 12" 1 1 10 3 0.5 20 15" RCP REINFORCED CONCRETE PIPE w W @1,0% AT 1 % GRADIENT OF PIPE ~ ~
350.75+ PROPOSED SPOT ELEVATION 0
CHANNELS U FFE=382.00 FINISHEDFLOORELEVATION ~
HP HIGH POINT w
CHANNEL DRAINAGE Cc 010 (CFS) SLOPE LINING AREA (AC.) BC BOTTOM OF CURB ELEVATION U
A 1,17 0.35 3.1 6.0% SEED, NORTH AMERICAN GREEN P300 TC TOP OF CURB ELEVATION ~
B 0.26 0.75 1.5 6.0% SEED, NORTH AMERICAN GREEN P300 C 0.20 0.75 1.1 6.0% SEED, NORTH AMERICAN GREEN S75 RIM RIM ELEVATION a
D 0.59 0.75 3.3 2.0% SEED, NORTH AMERICAN GREEN S75 INV. INVERT ELEVATION DRAIN INLET WITH TEMPORARY INLET N
E 0.39 0.75 2.2 6.0% SEED, NORTH AMERICAN GREEN P300 PROTECTION AT ALL DRAIN INLETS AND
F 020 0.75 1.1 6.0% SEED, NORTH AMERICAN GREEN S75 G 0.59 0.75 3.3 2.0% SEED, NORTH AMERICAN GREEN S75 CURB INLETS
H 1.17 0.35 3.1 6.0% SEED, NORTH AMERICAN GREEN S75 PROPOSED TREELINE (CLEARING LIMIT) Z a w° w y
I 0.26 0,75 1.5 8.0% SEED, NORTH AMERICAN GREEN S75 J 1.18 0.75 6.6 5.0% SEED, NORTH AMERICAN GREEN P300 EXISTING TREELINE `n rr i o o w~ o~ W aFz~~~W~O
• ~f RIP-RAP APRON ~ W z z w °-r~ w~ i y~~ LL o o amc o_ N F CO Wx6jZC~W~
SEDIMENT BASIN ©~z ~ °=p°mawwoa~ LLN
FEW ~ 3~aw~>c°i~~'DZ~ x~t7 a gw~°da~dpOmaw
EROSION CONTROL SEQUENCE CONSTRUCTION LIMITS ~~Z z o~Fy°zy=~~~
~ ozcxizpZ~LL~ao ?~D ROCKCHECKW/SILT BASIN ~ o ~F g~u~Naazz
1.OBTAIN GRADING PERMIT. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. 0 oao~~° oiyF z - ww~U~F-p a
2. CONTACT EROSION CONTROL OFFICER AT {919)791.4200 FOR ONSITE PRECONSTRUCTION CONFERENCE. JUTE MATTING U ~ awZ?o°a3aw~ nog x yZU2ZIx)O~W
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES SHOWN ON THIS PLAN, STORM DRAINAGE w 5~ 3 m z o 0
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXITS. ALL CONSTRUCTION TRAFFIC MUST EXIT THE PROPERTY AT THIS LOCATION. 5. INSTALL ALL SILT FENCES.
6. INSTALL ALL LEVEL SPREADERS. SEED AND STABILIZE THEM. SILT FENCE OUTLET 0
7. INSTALL AND STABILIZE TEMPORARY DIVERSION DITCH. - SF - SILT FENCE w
8, INSTALL ALL TEMPORARY GRAVEL AND RIPRAP FILTER•BERM BASINS. INSTALL SILT FENCE BELOW AS SHOWN. PROMPTLY SEED AND STABILIZE AROUND ' N ~ ~ O
DAM AND EXTERIOR OF BASINS. ~ - ~ ~ ~ i \ 9, CONSTRUCT AND LINE CHANNELS. SEED AND STABLIZE THEM. R TEMPORARY SILT DITCH (TSD) ~ N
10. CONSTRUCT ALL PERMANENT CHANNELS INDICATED. LINE THEM WITH NORTH AMERICAN GREEN LINERS PER DETAIL. REFER TO GRADING PLAN FOR FINISHED 000 ~ ~ o~
ti~ CHANNEL CONTOURS. INSTALL TEMP. CHECK DAMS. % ~ c °o PIPE INLET PROTECTION s 0 0 ~
TR FFICERAT 919 791.4200 FOR ONSITE INSPECTION. ~ ~ _ ~ , 11. CONTACT EROSION CON OL 0 ( ) ` ~ 12. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL INSTRUCTED OTHERWISE. NO DISTURBED AREA IS TO 8E LEFT WITHOUT PROTECTIVE COVER (MULCH , a
l , R OR STRAWITACK) FOR MORE THAN 15 WORKING DAYS OR 30 CALENDAR DAYS. ~ ~ t ~ DITCH BLOCK w ~ W W 2 d
DIN PLAN. INSTALL ALL STORM DRAINAGE AND RIPRAP PER THE GRADING PLAN, PROMPTLY INSTALL INLET i 35 ~ l ~ 13. GRADE THE ENTIRE SITE PER THE GRA G ' v, t.
PROTECTION AT ALL ONSITE STORM DRAINAGE INLETS. ~ ~ ~ I ROCK CHECK DAM w ~ t- I- m
ECIFICATIONS COMPACT TO 98 % STANDARD PROCTOR. PERFORM ALL PAVING PER PLANS AND I 14, PREPARE ROAD SUBGRADE WITH PROPER SOIL TO NCDOT SP ~t i I~ , NCDOT SPECIFICATIONS. COMPLETE CONSTRUCTION. _ i w w z wo°
15, FINE GRADE, SEED, LIME, MULCH, AND STABILIZE ALL DISTURBED AREAS. ~ + ' 1 ;
16, WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919-571-4700 FOR ONSITE INSPECTION. ' s 2' t I - ~ r `K'PH 0.,_
OBTAIN APPROVAL. I ~ 1 N n ~~a I N INLET PROTECTION AND SEDIMENT BASINS, ~ 2 ~ • ~ 17. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING S LT FE CE, ,
I T RBED AREAS. ~ ~ 'q FINEGRADE SEED AND STABILIZE THESE AREAS AS NEEDED. SEED AND STABILIZE ANY REMAINING D S U , , ~ \ PHASE ONE _ pes: \ 0~° ~+r
1 W EN THE SITE IS STABILIZED AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919.571.4700 FOR ONSITE INSPECTION, + 34 ~ \ ~ ~ ` ' - 8. H ~ ' ~ 25'x50' TEMPORARY ~ ~ ~ ~ ~ ~ _ ~ oo•A Z~ C~~Q nta,C ` ~ ~ V~~oMsM~ss 4% A,~
OBTAIN FINAL APPROVAL. + ~ STONE CONSTRUCTION \ ~ ~ , ,
J+ + ENTRANCE(EXIT 1 i t ' ~ 1+ SEE DETAIL, \ ~ . O~ a g ~ w ~ n i`~ m ~~PS~ nn ~ b
+ \ t \ ~ '
+ I ~ 50 T~ \ ~ 50'TAR-PAMLICO ~ ~Q~. „~.,6; x
i I I ~ STR6 STREAM BUFFER r m ~ ~ ~~EACH SIDE OF B°~ ~ '°`'o~'%C~'.~.
~ 4A \ t , EACF r 3 ~ W BANK \ ~ a BANK . + e ~ ~ ~ ~
+ ~ l ~2~ + f ! /PIPE #2 ~ 2 ~ V ~ ,
+ "R P 1 Q 4 ~ / 18 C as ; ~ A , \ ~ ~
f STA 10+2829 ~ 8 Cy ~I q + ~ ~ ~ PHASE TWO ~
r 1 ~q0 NN ~ ! I, 4 ^ ' l ~ ~ 30p _ F ~ ~ \ ~ PHASE ONE ' ~
r' + 1 '"4 ~ ' Q A ;I ! ` ti Z _ _ ~ t0 ~ _ ~ ~ i I`
+ ( ~ (k ~ 6 ~ a ~ h \ ~ ~ ~ _ - ~
% ~ I - i ~ C M
+ +f SAS ! / ~ 452 ; ~ \ \ - _ ~
V~i ~ ~ \ f ~ ~ ~ ' ~ ~ ~ \ \ \ ~ ~ A
' ~ ~ 29 ` 8 9 +o~ ~ 28 ~ ~ \ ~ ~ o
/ a ~ l ` \ 27 26 ~ ~ ~ \ , - our c~ ~ ~ -'__r-~~ . ~o . ~ t0 LL
/ ~ 1
10 ~ \ ~ 50' TAR-PAMl,ICO m ~ M
I - ROCK CHECK ROCK CHECK A ~ ~ ~ 24 ~ ~ \ T AM e ~ ~-i - i ,1 U fA N o0 ~ t ~ ~ ~ .S RE UFFER t 'O' ~,t :I~Op ~
I _ DAM+(1'YP.) ~ ~ ; DAMS P. ~ ~ ~ VO EACH SIDE OF, ~ i CLEARING\~ ~ ~ ~ . 23 ~ Q , - ANK ~
~ _ - - i A ~ ~ LIMITS ~ \ ~ Q~'~ , I V N C ~ ~ A 0 ~ I Z M~
11 + ' ` ~ ~
- b ( ~ b r ~ ~ ~ ~ I ~ 0r••-
EXISTING ' . _ bN ~ v ~ , ~ ~ + 1 ' ' o ~ - ~ ~ SAG G ~ ~ - ~ . U 0 ~ ~
_ _ - /
~v' ~s_ , ~ NU N A N l D ~ ~ o 0
~ / f AGS75 ~ ~ ~ 1 ~ ~2~ ' ~ 1` i ~ ~ ~ ~ ~ ~ ty. ~ 1 t . ~
_..r ~
_,__y ' 13 I + ~ + ~.i a ~ ~ ~ ~ 22 N/ ~ /
~ _ I I ~ , r• - ~
, - 14 _ , t , 14 , , ~ ~ ~ _
- ~ ~ 1 ~ .
V _ . \ - _ _ 50'TAR-PAM61C6" 15 - _r sc ,
43~} i _ I i \ I. - - I I ~ _ - STREAM BUFFER _ I i :IC6 ' . 16 ~ ~ ~ o. ~ I 'i FER ~ - - - - - _ - ~ ~ I I ~ I ~ '
I ~ ~I I ~ ~ EACH SIDE OF - 17 \ 0 21 i ~ i F - ~ - - _ ~ ~ ~ '
; ` ~ _ _ ',':a_~ ~ ~ BANK y ' i I t ~ ~ ~ _ _ - _ - \ ~ ~ i ~ Z 18 ~ 2 i I ~ ~ ,
f I ~ s ; - , _ -
I ~ _ r-- _ , ` ; ~
l- , ~ ~ ''I ,t ~ o - _ _ _ _ ~ ~ . - - ~ 1 , _ ~ ~ ~
i LEVEL \ o U _ _ .
+ ~ 6 ' S SPREADER 1 - ~ ( _ ~ _ _ _ ^^~9 `9 ROCK CHECK t'• ..:,s \ ~ _ - OAZy ~_.--DAM 4TYP,Y O
+ 't 7 CHANNEL I 20' W DRAINAGE. = ~ ~ ' ~ + t ~ ~ ~ NAG S75 ~ EAS~MENT~ ~ ~ _ _ -4-~ ~~j`' _ -
_ _ - - . ~ - ~ J
' ~'1 ~ Z TYPE A BASIN ,7 • ; ~ ~ ROCK CHECK # ~ SEE DETAIL. ~ ENT
+ 1 ~ OAM TYP. ~ INAG~ASM L ( } R 20~ W DRA + ~ ' ~ ~'c ; - _ - _ - ~ . Z Z ~ .
+ ~ ~ ~ 436.29' ` \ _ J - \
+ ' ANt~L6~ \ ~ y 2 ~,CHANNELH. \ 1 . ~ \ _ _ ~ a ~ _ ~ ~
+ DITCH CH p300 v - 6AS+ NAG S75 ~ NPG r A, ~ J 0
+ I ~+`~BLOCK 6,. - + S - Q ~ , \ ~
l.l~ o
_ ~ ' ~ W J z U
~ % ~ ~ ~ + N1yE1. P CLEARING 1 j _ ~ ~ ~ U W 3
+ CHA p300 ~ LIMITS , ~ 1 ' ~ n,-~ PG ~ / ~ \ ~ p \ WW o_ ~ ~ ~ 0
% ~ 2 , ' , 3a w~ 0
- i PIPE #1 ~ A, ` ~ ~ ~ ~ _ ~ 1 ~ / ~ { 18" RCP ~ / _ -
+ ; ~ / f _ . _ r i ! STA 10+28.00 ~ `1 \ ~ 1 ~ ~ gm ~w ~ a H
25'x50' TEMPORARY ~ ~ I I ° ~
+ STONE CONSTRUCTIO ENTRANCEIEXIT ~ ~ ~ ~ , - PROJECTNO,
6LL DETAIL.
05-070
DRAWING NO.
f \ , 7

SITE DATA:
PIN: 1824-00-12-1237 ~
~m
TOTAL AREA: 164.00 ACRES
AREA IN NEW RIW;12.83 ACRES o w
~Q ~o
AREA IN LOTS: 151.17 ACRES
MAXIMUM LOTS ALLOWED BY ZONING:149
PROPOSED LOTS; 137 a w
Q
AVERAGE LOT SIZE:1.10ACRES m
~ z ~o
Q~ m~
SUBDIVISION DA • TA. ~ w
ZONING: AR-40 ~ ~
a I ~
CURRENT USE: VACANT PIN 1824-00.14.1282 RECN N0.3166
PROPOSED USE: RESIDENTIAL USE SONYAGARNERWILSON DB 20001165 ~ HT Z ~ A CHLEGEND w
MAXIMUM DENSITY ALLOWED PER ZONING:0.91 UNITS/ACRE r ( 886°,5'00'E I ~
~,_.______453.30' 886°15'00"E S86°i ' ° ~ 240.71' 500E N89°4048 E N89"60'48"E N89°40'48'E N89°40'48"E N89°40'48"E N89°40'46"E N89°40'48"E ~ UNSUITABLE SOILS ~ I U 189°40'48"E N89°40'48"E
PR P SED DENSITY: 0.84 UNITS/ACRE . ,62.06' , J I 127 a ~ c--______ 196.31' Z -^-zoz.ls tsa.54' 1ss.7r 21o.9s' 216.33' 21s.7o' ' 1 by / / ~ , , ~ ~ l f------ 1 r~ - f-----------1 f------"-°_~ r----------, r-- 27s.7D' afiaE2' c0 ~ d' M N r O r-_--__`--------------------~ m
MINIMUMLOT AREA: 40 000 SF 0.92 AC. ; ~~a '12s 4 ' 43°1ARSF % / ~ ~ ` 1 I ~ ---1 I --I ~p I I f , r 12s 1 ~ I ~ ~ I r PIN 1814.00.94.2175 r ` ` ' , , , I 120 Z ~ 119 y ~ I !
r a ~ / ~ 2 121 I = 117 1 a°- I ` 0 / 52391 SF / / ~ 1 ~ ~ N 1 s 118 116 J M I N I M U M L T RECN N0.20749 ~ _:,,...,.46,765 SF G9 ~ , ~ . ~ p d 40,0,6 3F I 40,111 SF ~ ~ 0 WIDTH.100 1 , 9 ( , 122 ~ au.1,J6 F ~ I o b ~ 40,0469E ~ MARY N. ( r ! ~ , ~ , ~ I I S 1 " ~ ~ 40 539 SF ~ ~ aosa4 SF K 1 115 is 116 I~
1 c ~ 123 ~ A 1 WHEELOUSETAL , ~ cs2 . , ~ 4oa73sF HEATHER LANE I I ~ ~ ~.-__________a ~ MINIMUM SETBACKS, 50 STREET D86331680 ( 40530S 1 r' ~ <~----;---J -^1696U'"^~ ~ 644 F ~ 94,757 SF I m CURVE TABL z u w w w N , S ~ K ~ E y0 mzmm~Fx + DD CURVE LENGTH RADIUS CHORD CH. DIRECTION TANGENT DELTA ~ ~ z J 0 0 w 5 ° Y
4__-_ 8 \ . k ~ ~ F c 1 PROPOSED 50 nl ,DOT RfW 2.43' 2oa.71 2ttao + 'E cloa n.. ~ I i ( ~,___-$01,11• m R,. Cy0 `~p'~~ ~ ~b„~ 124 ~ ~ 1 121.fi3' 19 N87°31',1"E N87°5111"E ~N87°51.11 LINE TABLE w _0 a 0 m I 11 C1 21.03 25.00 20.41 N60°24'19'W 11,18 48°11'23° LINE LENGTH BEARING aa W y ~ z ~ ~ ~ w ~ 0 rn ~ ,52e'l~ I O OOU~ C ~u 7pB 3A I C2 76.41 50.00 69.19 N79°64'39"E 47.91 87°33'28" ~ j-
15 SIDE , 'C~ ~ ` ~ C95 N87°51'11"E N87°51'11"E l .i. , C87 < 40,2745E ~ g8 nig7°511?"5--~- ~~"Cp'~0,8' Ci14 ~ ~ 0'--'' I Lt 81.25 N88°13'52"E ~ z o zd iti ~ Y 2 y u 0 C114 1-SA I C3 37.19 50.00 36.34 N14°49'25"E 19.50 42°3101" N ti rc - ~ a ~ m 0 v ~
1 11 ~cr i og . 125 q,, L 1 _ . _ _ ~1 +-Ina : 25 REAR l + r 129 dY , i S ~ k~ 098 N87°51'i t'E N87°51'11 E N87 5111E C105 OT , 0 a 7'-- ,~p~ , ~ ~ 40,3075E ~ ~ L62 N87°61'11"E C116 C115 131.9fi' C7~ ~-r' ,1~' I L2 90,72 558°00'52`E ~ ° ~ ~ ~ > z m ~ w 4a t,7 ~-1~1 \ I C4 85.53 50.00 75.48 N55°29'33"W 57.53 98°00'55" ©F"z ~ S w 0 rc Qw w 0 a ~T-,^ 0 11 A L3 63,42 S58°00'52"E W x~ ~ x u m I N C5 42.05 50.00 40.82 551°24'19"W 22.38 48°11'23" ~ ~ 3 ~ a ~ ~ ~ K °
? bon' W4,623SFi ,'y y~ p ~ SS~JS \ SEE ~ C94 187.93' 20309' _ - C ~ • 1 h R~ S 0..9 9 Fi m -17224 l r-___ 1 ~ ~ FIRM MAP N0. " 37077002000 r ~ 6~, Dp F so•Av sa•s.a91E•G° > Gg g1 ~ F L I I I ~ o C ~ I F I w °o C6 21.03 25. L4 126.00 S39°58'32"E F~ ~ g C. w< Yp 0 m a ~ ~ 81,8285 IN OD 20.41 N51°24'19'E 11.18 48°11'23" x~ ~ p zd L5 62.32 N77°08'37E ,7 (D w O U zd y ° w ^o I ~ A C7 34.53 375.00 34.52 N73°52'25"W 17.28 5°16'33' Z7 z 0 z ww U ~ z ° = w w
_ - _ z r ~ e. OS ~ ra ss, ~ , ~S. ~ G r 1 I I ~ I I I ~ cy 108 1 z (+j\? 4 `~B I~ a L6 77.69 ST8°3fi'38'E ~1"' 2~tpK-NXx~~ ~ pg r.~` aYy4 I u CB 11155 375.00 111.14 N62°42'49"W 56.19 17°02'39' w7 .a ~ o i ~ z o z ~LL r a 0
1 r' ' 30 ~ ~ ~ ~~S ~ s's~'F ~s~ ~ ~o` 1 1 ~ 91 I ~ I 109 i .o- oy r IN ID , , r , ~ ~ o. ~ ~ ti o I ~ w S E TAR PAMLICO RIVER BASIN , s •r. G ; , a . ~ 9o I c ti s s> Gi0 0 ~ o , I an ~ C6 ~ 43,71: F / ~ / C ~ 0< ~,5, 2 ~ q0 ~ 43,375 SF I n 140,271 SF I 4 b ~ ! r ~ ~ I 50' TAR-PAMLIC m C L7 30.08 578°36'36'E ~ LL J `4Qp 9 137.09 425.00 13fi.50 N6)°1fi'14"W 69.15 18°26'56" L8 73.98 578°36'36'E p, ~ ~ - g ~ ~ ¢ z z ' ar RIPARIAN BUFF R ° g ~ and r o 7 ~ C10 28.47 425.00 28.46 N56°06'3891 14.24 3°50'16" ~ _0 G ° ¢ ~ ~ w 0 z ~ F
9 c~ / , / OD /I/ 7,sg. F ~ G i ~o"s 40O~USF SEE I O 8,563 SF ~ r r ~ PROPERTY LOCATED IN ' ! ; ' ~ ~ F~~9,JS• ' ~ 1 ~ ~ ~ 10 ~ ~ j WS-IV-GW WATERSHED p , o. ~ 69 ~ ~ I I NOTE"0" ~ I E NOTE °N" ~ L9 52.16 565°23'15'E w w 0 0~~ 0 a ~ 13 C11 51.81 30.00 45.61 N76°20'13"E 35.09 98°56'35" U n > m rn w m 0 J x - L10 36.96 565°23'15'E a y z° a 3~ w~
r , , 131 R'lL ~ o I ~ ~ 1 a,~_ se ` I I I r 1'`.~ , / ~ / 059 CA3 ~ I 9'~ ,,.p326 > 40,123SF I I 112 W 1 / / / / ) ~ ,J L--.1Vg0'13'4 h, ?I3`.\\ I I 111 112 I C12 45,66 30.00 41.38 S14°50'25"E 28,57 87°12'03" U y ~ W I; ° m O g ra. x N 4 I L11 52.32 S50°4714"E z O z z-= Y O m w 1 8,061 SF C13 107,04 775.00 106.95 558°08'54"E 53.61 7°54'48" ~ 0 ~ w ~ ~ 3 m z 0 °
' ;b. I , ( ~,688Sf• i / \ ~ V40,398SF r:.,,,~ 'Ag"E 4p-..-, 59;.05'--'~ ~~45 JF I I + I ~ t ' STREET CONSTRUCTION DATA: ;~ao , ; ~~'~•.A ti ,33 G ~ ~ s>>~. v ` ~ ,,i13 + ~ ~ `'Jp' + I +4093,F 40,,7,8E ' n h 136 ~ , 132 ~ / s s ~ ~ H l , fs f 1 S m , 40,171 SF ~ ~ _ C14 274.84 725.00 273.20 569°18' L12 63.89 S77°53'43'E _ 03E 139.09 21°43'13' L13 70.36 S77°40'55"E 'Ngq°1827 C15 106.05 775.00 105.97 Sfi6°01'31"E 53.11 7°50'26"
a n ~ ,b m r (l2 ~ / / ~ ~~`r~,, ' 060 OSB`7S- \ a8 ) I~~~ 1 ~ ~ 1 1~7 0 I I 1: ' ~ - r~ rv 40017 SF o 1,6945 / , .52,418,8E ~ O y , ~ - ROAD IRIS COURT . LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH - 441 LF; ! :z 1 K J ' ~ , sEe. ' s ~F 4, s9`~ Q `I 40,6,93E (sl``` I L-L53 N84°23'41"E - 388:37_ „__x. ~ m L14 39.77 N67°36'38"E - " N84°23'41"E - _ C16 103.95 775.00 10387 573°4T17E 52.05 7°41'06" {{y~
n ! S~'9 (j\ ~ / i'.~ .ati• Sp, ,9~95F ~,i ~ir~ o°~ ` n ` / ~ 1,. L5+2 233.03' ROAD BLUEBONNET DRIVE": LOCAL RESIDENTIAL ROAD• 18' PAVE' LENGTH =1561 LF; ~ry~ 135 ~ J y ~ OTE~Yp'V~r~ oe,oo,~ ,,'asB~ s~E \9~~,,, 4o,67,SF ~ ~ 4 , , , I , tS r ~ . / ~ / y'':v< o oy. / , e,•s` \ NOT~'~0' ) ~ s s?~ o, s'~ r r 1 --°-1 r"_ r L15 84.98 575°55'03'E H- 2_33.03^-__, r----'-~ ' i ~ °q C17 106.28 775.00 106.20 581°33'34"E 53.23 7°51'27" Q I I ~ N ~ L16 46.63 S8B°O6'73'E p a Ci8 67.41 725.00 67.38 582'49'29"E 33.73 6°19'38"
ROAD "HEATHE - ~ Nq 4 , F ~ <,Q~ ~a, , F ~ s . , , ; T o R LANE . RESIDENTIAL COLLECTOR ROAD' 20 PAVE' LENGTH - 3250 LF' ss so A 3,3 7S ~ s, ~ n ~ A T 106 4~ / ~ 103 , , o cy, pR ~ ~ ~ ~ , ~ ~ , ' , '~o / ~ 104 103 r I 102 / i I & ~ C19 29.48 775.00 29.48 N84'23'S5'W 14,74 2'10'45' L17 59.77 S75°O6'24'E W 7 t i, I m PIN 1824.00.33-1744 L19 112.93 S54'11'30'E ~
n v. , - 1' ~ ~ rl' \`n n0°~,/ ( 52 C 87 , ~ i , 'oQ ~ 'N ~ 47,4185E ROAD SNAPDRAGON DRIVE , L Po R9 ~ ~ /c 4,,5a6SF OCAL RESIDENTIAL ROAD; 18 PAVE• LENGTH -1270 LF; x s ~ \ v o \ c > \ , s I~ ~ 40,553 SF 47,418 SF 54,432 SF ~ RECN N0.3165 C20 51.86 725.00 51.84 N83'26'21'W 25.94 4'05'53' ~ L20 11.5E S85'2A'18'E U1 O .vsh e" ( SONYA GARNER WILSCN C21 114.42 ns.aD 114.31 N79'04'479J 57.31 8'1732' t ,
FO GO ~ ~ F . s, , ~ aasss sF s`. 93 ~ FO ~ ~ 105 u ~ S 59,230 SF d ~ / n \ r ~ < ROAD BLUEBELL LANE , RESIDENTIAL COLLECTOR ROAD; 20 PAVE; LENGTH = 2725 LF; ss,4 • , ss,~ssrNCO 0 ,ary~ ass ,tia`~; ' so.~ a1,3s1 sF oti C'j,(~ ~ s1sa1 sF 1 1 I R R i 5~ L2 100.99 585°29'18'E H- H S R I / I DB 20001165 C22 139.19 725,00 138.98 N75°53'25"W 89.81 11'00'00' L22 57.20 U ~ ~ SBS'29'1B'E W ~ N
u n, , 'sB?34• Q~' OT 134 0 9 / ` '~9 `SS ~ /S `~tr'r ,~1 ~4 /d.~ CO "1' ,l j I I ROAD DAISY LANE . LOCA - •qs, E ° o / a d s ~ , ~ ~ ss m~ c, o C' 1 ~ t L RESIDENTIAL ROAD; 18 PAVE; LENGTH - 736 LF; r•, x F ~ aon a, F s,9 ~ ~ , ~ ~ ~ r ( 1 1 I I I i i y C23 108.95 775.00 108.86 N70°53'49"W 53.56 7°54'24' L23 95,69 S17°2T56'W H• - 00 +I i~ 101 C24 96.83 725.00 96.76 ~ LL i ~ ~ N66°33'51"W 48.49 7°39'08' L24 75.06 517°2T58'W =
. ~ ~ o u , ~ ! \ 40249 S / ~ h / \ d o~ \ S9i °o° \ 5' F~ C , ~ J ` - 1 1 I 1 i ~ 3 ROAD BUTTERF - ~ b ss. ~ ~ ` 5 , \ \ as ~ ~ , , _ ~3 LY CIRCLE ,LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH -1259 LF, .e ~ , ~ ~ , ~ s , ~ F ~ o > > ~ o s ~I IL--~~ g ~ 79,601 SF 71 ~ C25 80.75 775.00 60.73 N64°41'S3'W 30.39 4°29'28" U ~3 7 7o L25 40.11 S17'27'S69J
n ro r az, o / 51 ~ ~ , o. ~ o r 1 r~ 37 3q ~ CS ' h \ i' ~ v ~ 41,048 SF , ~ ~ ~ 9>, F a ~ G < > ~ ~ 9~,• a. ' . < 147.39' ,W C1 TOTAL LENGTH IN ROADS: 11,181 LF N ( ~ r c, s~6s59sF F .off ~ 54. ~ ciis; sa2'o3'~ ,~,,46'tN-. Ct 6 32 ( Ip N C28 22.01 25.00 21,30 N3T31'08'W 11.77 50.26'79' ~Im o' C27 48.44 SD.00 46.57 S40'03'15E 28.31 55'30'33' L26 120.88 S08'ES'16'E a I'• ~ L27 79.70 S09'40'OS'E W ~
I it + s ~ b ~ 53 > s A ` s62 _ ~z 137 .r . ;v ,v s h 9 _ ROAD CONSTRUCTION IN ACCORDANCE WITH NCDOT. ~ 055 0 s _ - L""---SgB°52.3 m C28 49.49 47.81 17.31 N83'ST15'E 2722 59.18'30' L28 70.66 S52'2646'E W M r---____ C29 44.75 52.97 43.43 N29'S8'40'E 23.81 48'24V3' Z ~ -415.0•-0.._____._ / ~.29 33.10 552'26'4B'E - Q
/45635 SF 37 • Cs \ / `~"S ~ 40,172 SF ' n v ~ /J ~ i , \ 44,373 SF ~ C7 _ _ ? 013 ALL ROADS TO BE 50 P 1 r ~,y°~. ti , ~ ~ ~ ' • . s~ 4 F ~ ~ 85 > ~ ~ s92°a3 , ~ UBLIC RIGHT OF WAYS. s~ , ~ ;'•0126 G,2, 132.19 I 44,611 SF . ~ ~ i <ry . al ~ ~ v'0° F, o , - ~ / C30 33.05 50.C0 32.46 N14'42'011N 11.16 3752'39' (9 Z ,2°03'46'W X72 C735 1 1 / L30 1071E N86'49'09'F Z Q 132.19' ~ ~ t I m / C31 29.82 50.00 29.38 N50'43'26'W 15.37 34'70'11' L31 33 C8 N74'12'S2'( W ~ _ o
r ~ ~ 56 5• - ~ ~ ~ F I 1 1 /~l ~ A ~ 50 \ ,v^ \ ~ ~ ~ ~ 42,021 SF , ~ vs~\ 8~ r-1~ -_-.1 r-__ r.• ALL NEW ROADS TO BE MAINTAIN BY DEVELOPER UNTIL ACCEPTED BY N D ~ 1 Gas o , > ~ ~ ~ ~ 100 1 I' N / C32 35.60 50,00 34.86 N88'12'29"N 18.59 40'4756' }
~ t ~ ( r X40,240 SF ~ i n ~ 9 ~Y 54 ) ~ v~ ~1 . / x.92 d~~ / , 95 ~l .I 1 I , I I N ~ ~ I NI~~r~ I r i l`I~ ~ Os \ i i~ A aD,071SF ~ tt',~ ~ 41,993 SF n I I I I r' / C33 20.14 25.00 19.60 L32 57.28 S06'0A'2B'w ~ ~ m I I ~ 87,313 SF i t~ / S85°31'48'E 10.85 48.09'18" L33 106.96 S75'29'S0'E W W Z O I I ~ I 1 m / C3/ 106.93 433,82 108.66 N21°41'56"E 53,74 14'0722" > > ~ ~ O L34 55.32 N13'48'17E EL Y N
NOTES: N ~ r'SS,QS, 1 47.665 sF . ~ Q / a ~ , ~ . / ~ sa ` 9s ~ ~ 97 ~ o , a r l , , ~ s>~ ~ o o Y sss>`. I ' ^ n c~ ,g s v n o Sn 9e ~ I I / C35 138.72 383.82 137,97 N16°30'41"E 70,12 20°42'28" C) C) ~ > Q I ~ ~ I / L35 69.00 S3T15'48'E ~ ~ ~ Y U ~1 45,763 SF ~ I 99 ~ ~ f; / C36 327,70 975.00 326.16 S15°4111"W 185.41 79°16'26" d '7 4. m D -5 N r
a ! I , m \p6 e({ 40,527 SF ~ r' ~ , d~, S~ A ` 3 CT 42,338 SF n J3~ I n~ 40 206 SF ~ 45,763 SF 1 I ' I f., r n Q, ? ~P' i r ~?g j, ,tiD ,y1 A 1)) SJF`. r 41,788 SF u ~ `1 I 144 2 ^ , ,I S U ~ P~ / ~ ~ r ~Sh. ~ •i i' ROp v ~Yl' A~ Jg, \ J r! P `R 1 Rr I 1 ~ ~ L36 86.03 S37°15'48' ~ 42,194Sf \ ~m / C37 164.60 1025.00 164.62 510'45'50"W 82,58 9°12'43" E L37 16.83 S66°43'41'E
NOTE"A° I 1 743), .y, I / r ~ ~ r r ~ ,div. 55 > O ~e k o ( I "i I I _ I L, 46 v ~ 6 S s I I I r „ "F ~ 1 r , s~~ r l\, 1 i 40.710 SF ~ n C o F ~ ~ 6 1. I I 1 I ~ ~ J~ C38 21..04 1025.00 210.66 S21'16'O6"W 105.89 11°4T4B" L38 98.51 S66°43'41"E I L.- `_^N&6°42'74'E C39 41,26 30.00 38.09 N12'14'13'W 24.65 78°46'25" ,
THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BAS D IB ~ ;'x??>ea'- - ' ~ ' ~ Iv r ~ ' ` ~ s ~ 0 ' ) s ~ I I 1 I _ E ONVIS LE ~ . r 36 rl 'S7q. Sl , , a ~.~2 ~ ~ ~ m / , . g ~ s c SO• r r ss° . I I ~ L-~: EVIDENCE AND DRAWINGS PROVIDED TO THE SUR Y ; :W X3,617 sF fW ~x-_.,,~''~e`e 1 , ~ 's,ss ~ a ; \ yse ~ , ~ eQ N 83 / / ~ 7 ~s~:^`_-~ N85°arla•E Ne6^ VE OR, LOCATION OF 'REEK ~ r ~ 00 "7 0 2 36 E N85°4214"E - N85 4214E L39 82,68 S66°43'41'E gBg• N85°42'14'E N85°42'14"E 203.48'__ C40 57.53 30.00 49.11 S80'21'W'W 42.74 09'52'12" n7~ P%s. 746,34' , r___---- ~ L4D 39.99 N40°04'42'E o°'
'ro I C ~ ~ v / 48 r r , . 5 4 v / .;82° 181.55' 1r ~ 6 r r~ ri:,~_ 1 ' r ~ 1 ~ F ~ o r ! ~'s ~ ) OT ~ 4o,aaasF ~+.r UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN 0 M . , ~ 1 F , ~ , ~ . , <4 CC m s t5s.12, `r- r b h le yl \ 1 I 1 U , ~ C 40,026 SF ~ r 47 ~ _~Sq ~ ~ ' Sb ' n 0 3 ~ d °"1 I 1 142.03'_ t .N C41 128.80 975.00 128.71 N40'S9'21''N 63.49 T2T06' ~~'~+f1{~: Fy -181.55,- r,._-~ ~ i I I 1~ C42 92,55 375.00 92.31 S44'20'01'E 46.51 14'08'25" L41 109.48 S41°50'40'E °d '~i4~oeypoo„oof,~~7'e~p - I I I I I i 1'r ? L42 63.40 541°50'40'E c° ~ eo ~ " oe
HEREON, AND ADDITIONAL BURIED UTILITIES MAY EXIST. ON ' ^ i' M r . , ~ ~ o / ~ s ~ 1 1 C TACT THE APPROPRIATE ~ ; , r.-~l r I I 'L P°\ ~ ~ , aa,l6asF ~ - ` ~ / / ~ a 1 ! I 1 T'g, ~ C43 100.30 375.00 100.00 S59'03'STE 50.45 15°19'28' e onP, c ~ 9 I I I I I 1'0 L43 35.41 558°3T48'E ' o .V~ ~~d `b I i w I 11.H C44 147.72 325.00 146.45 553°42'24"E 75.16 260234" 0 4C'
UTILITY COMPANIES F 0 ;z , r= 1 39 I n ~ ; ~ \ , ` r•c sF srs° so ~ 81 , , I , I OR INFORMATION REGARDING BURIED UTILITIES. !Y ~ ; 1 r 1 ss, 47sF ~ I ~ I ~ ~ ~ $ ~ s s ~ ; 42,839 SF i ~ ~ ~ g l ~ , \ I U I 0 \ Cv M C EKE ~ ~ S6. io 9d• a , / ~ ~ ~ I ro ! ~S•2y r - \ \ 1 I I ( \ \ o C ~ r ~ ` ~ ~ 57 / v JT s F ~ yr , 80 O L44 98.88 SSB°3T48'E ~ I 6 C45 21.03 25.00 20.41 N42'38'00'VJ 11.1 ° o ~ m 8 48'11'23' cod! 4 m 9 r+ 8 ~ re 7 ~ ~ 1
i 66,~lOSF 2 r , o / ~ 0 ~ \ ~ 7 NOTE °B" V 4 J r ,i51~g, ~ \ ! I I \ G;~ ~ <3 ~ `p~ ' ' 40,391 SF / ~ ` 00' F \ ^BF 4 I 1 40,801 SF p y 41,461 SF 140,06 O O L45 76.12 558'3T46'E o ,k°gL ~ S~ O v, 1 C46 43.31 50.00 41.97 S4 1' a ~ 7 64,104 SF l 3 2 06 E 23.12 49'3736' 41,461 SF 140,008 SF 43,695 SF ~ ~ L46 128.15 S12'41'OTE > ~ i J C47 43.90 50.00 42.50 NB6°41'04'E 23.48 50'16'03' 147 102.29 S12'4i'OTE °s ~,°0 556 a
ALL DISTANCES ARE HORIZONTAL GROUND AND AREA BY PIN 1814-00.82• Z ~ ' ;o . r r I 41 ` ss ° Js ~ ~ ~ / / ss° \ , , 81 1 I I COORDINATE COMPUTATION. 8013 N E "o' I cs ~ se o4a sF 1 ' / J • ~ o RECN N0.3101 W ~ D '7 ~'S ~•N i ~ ~ • ~ J ~ c 1 ' / a e , 43,o9osF I DAISI I I I ~ i ~ ~ C48 48.09 50.00 46.26 N33°58'4TE 26.09 55'06'33' Lq8 10 . ~ ~ ' ~ ~ 4:"~ ~ DAlSI I o as s12°arorE , .ot~ r~ o ~
3 e^~ 1 r r` e-,r s2,7s4 sF ~ F - , ~ t . ar ~ . ~5. F c ~ I N " CAROLYNDILLARD d' h ~ I x 35 ,w I '~$8T` . ~ ~ ~ t m~ - ~ , 1 ~ , , <4s\ s, t _____J ~PROPDSE41 NOTE C rn I I ~ d < ~ , 1 ' / / ~ ' , . 9 0 dC.Q NE I I I I ~i i C49 65.09 50.00 60.59 N30'S2'12'W 38.08 74'35'25' L49 104.86 S12'46'16'E °oo r pROPDSF.41 OmcuQL~ I ,J l y0°3 ti ~ C50 40.80 50.00 39.68 S88'2T31"W 21,61 46'45'10' oa~s y .~o `~~6®
POOLE ET AL ~ h ! .z 1 HoUS Js L____ ~ C 62,661 SF im ~ r ~ ~ ' ' \ I 7 1 1 ~ / i , ~ Z~ ~q~ m 123.2• THIS SURVEY WAS DONE WITHOUT A TITLE SEARCH AND IS BASED ON REFERENCED DB 2000/233 k L v I ~ l ~ / ' , ca ~ 1 = / ' ~ ~s, Ai, c ~ 077 N85'38'23' 137.3 4 41 ~N 1~ `,°I 32 W , ~ . c~ r~`••,... I j / , rr ` ~ r-----53,89, ' 11 ~ . i; i i ~ , ~T, SO y w N85°38`, 123.22' ~---.i' 7, PI 1824-00-02-0212 C51 21.03 25,00 20.41 N89'10'3TE 11.18 48'11'23' L50 78.22 S6T2T33'E arAP r l,~~E~'~~4 N85'38'23"W 13733' 3 ~ ti < R CN N0.3162 L57 102.88 S8T56'OS'E ~ t,l~ A N85°3823"W GB C6 C52 164.64 1025.00 164.46 N41'STSIYO 82.50 9'12'11' a
INFORMATION. THERE MAY EXIST OTHER DOCUMENTS OF RECORD WHICH COULD PB 1127!7571 v rs7gs 12 I ,Z• o, , 0 1 T r r 1 s ~ ,r ' 58 / , 59 , ~ ` c16 EAR-- _ - - owy,,, 4o,12asF a ~ ~~,,,,1~~ a,• r l r ~ ca7 o r - - AFFECTTHISPROPERTY. ~-~,2ss.22, `-1 1 rim, "~?'~032'~ r ! r ~ / ~ C, 56,213 SF ~ 59,860 SF / ~ ~ ~ C7t " C84 ~ t' ~ S NYAGARNERWILSON C53 15 L52 39.25 N84'19'27E ~ ~ I j$ I~ D 20001165 CSI 184.79 975.00 158.18 N56'14'04'W 78.34 9'11'16' L53 115.68 NB4',0'S6'E - 3111_.---`~ . ~ i
r r a'; I 1 Ls~y. , ~ J, 1 42 ' ~ ( 45 ' , / ' / ~ N3s•3 ' ;U 1 1 ~ m ~l ~•6x'_~ o J r r---~ , o i. ~ ' / 60 ~ 823 N NB :o . I I r r , , ~ ~ 1 , o ~ ' ~ ,2377 538'2 I 025.00 181.81 N5TO6'14'W 82.57 9'12'42' L54 102.25 508'S8'32'W N85'38'23'W i 123.77 N85°38'23"W ~ 54,275Sf .1„ CSS 49.38 30.00 43.98 N80'21'00'E 32,34 94.18'14'
NOTE "D^ ^ h I 34 `~l s'a3' ~ ar ~ ~ ~ .148 599 SF ~ 1oa,61s sF ~ / a7 623 sF ' m 131.07 b / 50'3rE- 1 f~•' p 43 r r , ` 11 1 / ' / - _ -7, ' 1 44,155 SF 1'^236,19:._- ~ r ~ - 8' l r--__ EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS SURVEY DOES NOT REPORT ANY i ~ h a, Nei 31 1 i ~ ~ 49,454 SF r' 44 ~ 50' TAR•PAt,1uCO I + t r'~, r c7z I I 131.07 C78 L55 57.88 S10'22'38'W r-,___ti C~9 G5G C58 41.26 30.00 38.09 S0T03'4TE 24.65 78'48'25' L56 114.37 S70°3T46'E I I f--`-~ - C57 131.67 975.00 131.57 536'12'34'W 65.94 7°44'16' L57 103.48 S27°55'04'E
~ , ~Q , , < o a ~ . i .r o a~ I 4o,77rsF 5 \r ~m ~ 1 / , ~ , 1 OF THE FOLLOWING: EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD ,o L1 F" ~ ~ I 78 r r 48,313sF RIPARIAN BUFFET. 1 L", , / A , `s I I 1 ~ ~ I I 'I I I..'~ C58 123.08 1025.00 123.01 S36'38'171N 61.62 6°52'48" 158 64.88 S02°56'24'W
3 8 v4tv"w N I. , ~.r ~ $ , IN N, / r ti' . i 1 40,0505E i EXAMINATION BUILDING SETBACKS R , ' szs° ~ ` Q q ~ P, N ~ r , _ , , SEE NOTE "N" 1 1~ NI ' / ~ i g1' ^f 61 1 ~ I I ESTRICTIVE COVENANTS, ZONING OR LAND USE Q.4 ~ r N . ~ ,a ql 1 I I 2-f C ~ 3 W ro~ - I~ - y r A, / r o r a I I I I , (58 C59 48.51 30.00 43.10 N04'39'10'W 31.42 92°38'49" ~ I I i ~ A L59 119,33 S10'23'15'E ~
REGULATIONS AND ANY FACTS WHICH A TITLE SEARCH MAY DISCLOSE, ! ' st aoesF 2 0 ~ ° I e _ r ~l ~ , ~ I ~ H, ; , r r 5s,19s sF 1 a.~"e- ~ L ~ ~ ~ -2G2'86:'_-_- S76? < ~ - i ~ ~ ~ ~ 1, f ~l1 l " / ~ ~ ,i i 1 ~ 140,553 SF O ~ ;p } ® C60 45.52 30.00 41.28 S85'33'25'W 28.44 86°56'01" L60 77.37 S09'13'38'W V ~ `V `~~~~~`~\~h C61 109.11 975.00 108.06 N4T46'13'W 54.61 6'24'43" ~ ~ 0,553 SF ~ 64,034 SF ~ L61 4921 N12'22'24'W ~ i ~ Q C62 123.64 1025.00 123.58 N47°31'15'W 61.89 8°54'40" L62 68.73 N81°51'11'E ~ DN
, ~ 7 ~ ~0 I r' 1 ~ , ~ if>, f Si r I ~ v r ' ~ / / i / , .203A4- 1 1 Z7 NOTE "E° I x ' cs z `n , ~ ! , 30 I 5' E" .-sas°a3'3rE,. ses°4s'3~r'E'ti`sss 3'32"E _ •s ~ ; i / 1.g , ~ ~ I gg I C63 121.62 975.00 121.54 S45'25'04'E 60.89 7°08'49" L63 107.10 N4 °4 ' C Y' I I { ''E 6~ 5 029 E
ALL LOTS WILL USE INDIVIDUAL WELL AND SEPTIC SYSTEMS, j 1 4ious ~ s a~ r , 4o ao3 sE c" •r I r ~•-=04 se',"a3'3z^ 430 ~ , , 1A ~z,b + , ~ K I I o2 1 rr~` ~7~6a l n~j' I Ig 1 I 15264' ^`tAljp+:,. 130_69' 15903 ~ ~P e1` 14~ N ~1 Ir I 14 1 ~ ! r I P ~ J7 ~ ( l 1•C`I' - I ~ I I[•-------~ 9 1 `c -!r - (~gv .i i ~ ice- a~l N ~ 1 69 ,1 'R I 11426~F: ~ 4 I I 2 I 141,473 SF I i - ~yjgtil'p + P. C64 164.02 975.00 183.&3 553°48'39'E 8220 9°38'19" L64 82.27 N46°16'24'E ~ I 141428$F I _I __-+7 ~\s 759 1025.00 117.53 54TOT26'E 58.86 6°34'24" L65 52.54 N45°56'OS'E _ ~
N TE "F" 11 r r r s ~ e '`~s' ,IS 8. i I I, 7 ! 7 .r 1 r_ 1 y m 1 m I I O r 1 © F r "FX. t m I I LN79°tY20"E _ _ - ~ ~s F C66 147.04 1025.00 148.92 554'3113'E 73.65 8°13'10' 166 49.57 565°33'S3'E W r
( 1 r `Ai . ~ r a h` I~ r41,623SF ~L r ~ I ! ~ r r ! ~.1 .r _ n ~ ' 62 i ,i 1 0~ 141,112 SF , 1 ~ L-'' ~ NO USGS MONUMENTS WERE FOUND WITHIN 2000' OF THIS SITE, f ' r °`.'3, ' c1t r r '~ffffr ` 1 1 ,I 1 I 1 r ! / r ,'~~c E~( ` I ~ 63 + y , 1 N1911~0" I r l 1 ~ r ~ ~ 41,993 SF 5 ---_S -1 1 52,009 SF' 0 1 y n ~pg`~. t , Y a; 141,297 SF I , © t I I ~ G ~ , m , ~1.94'~' l~ 1 9 ~ / ' , 9 1 ~ - r42,797SF r r l r t ~V , , 50,356 SF 1 Y20~E~ - ^ 154°7S'~-'` C67 57.19 525.00 5L18 N55'3034'W 28.62 B°14'28' ~ ~ + 1~a7o"E ' J L67 83.71 N38°33'11'W v N19° - C68 115.66 525.00 115.43 N4 ' '4 -~7,91~-` - 604 0'VJ 58,08 12°31'21' L68 69.40 N38°33'1TW ~ r r
NOTE "G" ~ ~ 46J68 S~ / ) \o ~ 012 42,223 SF 1 `r d 3 , !45944 SF / .,.,_._,.J . , °~'Sb'E ~ -24140• _ - - t~ C69 64.79 475.00 64.74 N54'43'20'W 32.45 7°48'56' L69 43.77 ~ O ~ ^ C70 183.32 475,00 182.18 N39°45'30'W 92.81 22°06'44' 571°52'31'E ' r N
THIS SUBDIVISION HA . ~ 49,4 SF1~o r / 10 i s ~ f I d r ~ ' , ~-rod r 68 S NO REMAINING ACREAGE, s E r r o ~ _ ~ So.~1 1 t r i p. ~ 1 1 ~ rt d` 1 I N 1 68 - vD ,55.47 s71°s23rE y ~ ~ ~ C71 41.09 30.00 37.95 S79'00'OS'E 24.50 7B°28'12" LT1 4 12 ~ i 1°18' B - ,i' ~ _ 3 551.56'10'E C' .N 1 50,271 SF ,,~'N'1 - C72 47.92 30.00 42.99 S1T26'37W 30.81 91°31'27" W C)
!.NOTE "tTti ! rr ! 44,996 SF , , ` ~ p S I ~ ~ ~ 3 ` • I I ' , 1 > ~ ~ t 50,271 SF L m / m ..=~~i5 l - C7 1 L72 104.15 551°56'10'E 0 ~ L ' ~ 3 32.79 475.00 132.35 N20°41'37"W 68.83 16°01'01" L73 55.83 551°56'10'E V ~ N M ~
NOTE "H„ r r r 1 r ~a/ / • ~a . f4 ' 2 UEBONN , r r ~ Y ,c7.o1e I r~, t , 0,~9°~' 64 I 1 1 N t 1 .1...-.. rr ~t' i •PROPOSED Er DRIVE r r r 1 ~ ~ 1 I .1a6s`s o. 45,964 SF l oipl THIS PROPERTY IS NOT LOCATED IN A FLOODPLAIN, z r.., l ! : ~ u, ~h •r c ~ c1 s Leo 5D' NCD07 R^,v ~ i !r r' rr 1 i ' ~ ~~,6 I m 11 - - - 1 C74 111.18 525.00 110.97 N22°15'05'W 55.80 12°08'02" L74 69.61 551°56'10'E : ~ GO ~
Y 1 l @ ~i , 1S L21 Ct I l ti~ ~ h G.:' ~'h L-'' - I .4='-l ~ 1 k ~ / l Cz1 r r r r 1~ 1 ~ ~ - 67 ` C75 147,41 525,00 146.92 569°48'26'W 74.19 18°05'13" L75 143.07 551°56'10'E N M - 67 1 O C76 258,28 415.W 255.11 678°46'59'W 132.42 31°09'16" L76 96.29 576°30'42"E ~ 1 ~
NOTE I 1 I I / 7 , r PUND - / / ! _ C C1j •`--J / l 1 6D'-''^-65 1 t'- 118,448 SF i 1J 1 h . / / 1 , 12 / ~ , r 017 585' r'R~/F ( 1 I r I .532 ~ ~ i 118,448 SF _ ~ 8< C77 122.13 525.00 121.85 584°30'S3'W 61.34 13°19'42" L77 47.8 ~ U M = +00 C78 21.03 25.00 20.41 N6t°32'42'W 11.18 48°11'23" 8 S54°11'3D'E z ~ ~
BOUNDARY AND ALL SURVEY INFORMATION FROM A I F. -..'.t ~ / / / o ! ~ 1s'E ~ s 2 rl ~ `t CCULINE SURVEYING. t 11 r , r 22 G cP ~ , ~ _ 50,626 SF r r / / o / 4 1 1 ? 115.33' 20 S 11 ~ - I , , I 3,2 1 SF r r r-.,-_ C2 032 85,5 45F - n (p.~: r > / 53,945SF..;~ I ~s O I ! r l r--__~ z J/ '2' m , L78 95.40 576°30'42'E f6 ,F,, C79 42.05 50,00 40.82 S61°32'42"E 22.36 48°11'23' ~-,C~•-
NOTE"J" ~ ~ i••1 ~ / ,~„~rr y~41,791SF r 14 r 11 ~ I I I ---3 c? s ~ r ~i r ,-_~.p~'s-_- _ 11 , ` C80 61.27 50.00 57.51 N59°15'19"E 35.15 70°12'35' ~ CAO E OWNER ~ r C81 48.50 50.00 46.62 N03°38'25"W 26.35 55'34'55' 0 ~ ~ E
I; ~ nr ~ o r I I 1 I I I I s °0 ~ r r - _s6oas- 1 , TOPOGRAPHIC INFORMATION FROM GRANVILLE COUNY GIS LIDAR. 1 T ~ t ` / r ~ d4o,o14sF 15 I © I 117 I ' I r` c s9.r _ r 66 .1 ~ / N I I I I 45'4YL'•-- ~ r..... o l 4 1 ~ ; 100,0075E ~ 16 r r s ~ 66822 SF C82 47.31 50.00 45.56 N58°32'08'W 25.59 54°12'30' L v ~
~ ~l ~ ~ .,r / / ' ~ 4t 552 SF I bo3s7sF ' o , r 1 ~ aao,52'-___ ~ TEMPORARY NOTE "K" v 1 1 ( , , / , r ~ µ 1 I ` , , J >r ° ~ 1 1 + , v~~`" t ~ , , l r r r q g I 160,5338E , r ~ ~8 / TURN-AROUND ORARY CB3 42.05 50.00 40.82 s7o°15'SS•w 22x6 4B'tr13' CAROLYN DILLARD POOLE ET AL U 0 ' • N -AROUND C84 21.03 25.00 20.4, N70°15'55'E 11.18 4B',r23" 8928 MANGUM DAIRY ROAD ° v~i.~
PRELIMINARYSEPTI I 1 ' / r r ~i Iv r ~ J C SO LS MAPPING PROVIDED BYJOHN DAVIS, ~ 1 + , ~ . r , I ~ d r 19 ~ ~ ~;r 1g3o~pD"N EASEMENT MEN] C85 133.08 975.00 132.97 N54°53'11'W 66.64 749'13' ~ C86 11.75 25.00 21.01 N83°43'25'W 11.62 49'51',5• WAKE FOREST, NC ~ _ ~
a $ ~ S1~'-..~ I r I ~ 3 632715E ~ / ~ 1u Ml 615 NOTE "L" y 5.. ~ _ - ~ _ I ~ ! , 76:4s sF ! o - 48,3 4 SF 1 1 ~ j , np$g ~ S78tio:~-~, i, i i I ~ ~ ~ 7 /I ~ ~ ~ ~~-~J C87 60.54 50.00 56.91 ST3'ST58'E 34.60 fig°22'08"
PRIOR 70 FINAL PLAT, THE ENGINEER WILL DETERMINE NEEDED STORM DRAINAGE ~1 , ~ - ~ - ' •,•:I I , ~ ~ ~ , © PIN 1826.00-2t- S E • 1 m © 5~ 5 ~ _ 53.87 ~ t8 t• . I i I ~ 41,511 SF ~ 2030 EASEMENT LOCATIONS. 1 Nor •o , o _ 'r•. .''ao~' RECN No. 16sco C88 30.28 50.00 29.82 S21'S5'49'E 75.82 34'42'09" C89 35.83 5000 35.07 515°5T04'W 18,72 41'03'38'
1 ~ y 1 1 1P3,186SF~ fi 40,3175E •~-,........0"'' ` ~ I j i ' i ` ~ $153049' STEPHEN&GARYTURNER { fi t s 1 ~ m 6,374 SF '1. r. L i , r 326 HORIZONTAL CURVE DATA cso so.DD 73.65 S83°55'04'W 54.44 94°52'21" C91 31.71 50.00 31.18 N3D°28'43"W 16.41 36°20'05" DEVELOPER
( I "I I ~ , NOTE "M" N ' ' 1 UR~ i ' ~ `~.t ~ ~ - I ~ N 'I GO KN'! y c, ~ _ X12 ~ ' I a 'oo^~ _ C92 20.35 25.00 19.80 535°38'03'E 10.78 46°38'44" BILL WYNN C93 142.7 ! 1025.00 142.68 N54°58'0091 11.50 T58'S1'
BASED ON PRELIMINARY SOIL REPORT, APPROXIMATELY ALL LOTS INCLUDE w > aa1S CDO~-- G , 113 ~",4 ~ 30 y r 1 1P 50`N~ Zp.00 C6 ~'1~ L------_" - - 4 'L'SD' f,s~ i.-' 815 36, \ CURJEI ADEQUATE SOILS TYPES AND SUFFICIENT AREAS FOR SEPTIC SYSTEMS. ` ~ 1. O~SEO - 61, T~~ 3o'oo^N ' ~I> 301• ~ PI sTA, CURVE 11 C94 129.52 ' 725.00 128.35 582°46'289) 64.43 10'09'25• CROSSWIND, LLC PI STA, = 12+04,76 PI STA. = 28+26.49 PI STA. = 17+97,25 C95 62.84 775.00 62.82 585'31'48'W 31.44 4'38'44'
l ,1 PR 1,6p,00"N s ~ r" - 3 ' • ~ ~ e = 2r o d = 22'19'12° d = 4746'29" d = 09'0755" C96 149.14 775.00 14&91 S7741'39tiV 74.80 11'01'35" 1696 HAYES ROAD
NOTE "N" „t 58',~y s15° a3o+oa^N 6as7ssF - \ CH. BEAT ` ' 15'30' 815 ~~i 00,E ~ ~ , '30' , o p'00"WI ~ TANGENT CH, BEARING = $65'21'06"E CH. BEARING = N63'6756"E CH. BEARING = 54fi'24'37"E C97 189.02 725.00 188.49 S70'13'37W 95.05 1I'S6'17 TANGENT = 78.91' TANGENi = 332.16' TANGENT = 79.86' C98 110.04 775.00 109.95 S68'O6'48'W 55.11 8'06'06' CREEDMOOR, NC 27522
50' TAR•PAMLICO RIPARIAN STREAM BUFFER MEASURED 50' FROM TOP OF BANK EACH ~ j N153562 ;~,r _ = ' S75 3 ARC LEN ~ , _ ~ - 2g 18' 50' TAR•PAMLICO \ SIDE WHERE INDICATED ON PLANS. a®, r-" °30'p0.E - ~ s RIPARIAN BUFFER RADIUS ARC LENGTH = 155.82' ARC LENGTH = 625.31 ARC LENGTH = 159.38' C99 100.^' 775.00 100.76 S60°19'06"W 50.49 T2Ti6' RADIUS = 400.00' RADIUS = 750.00' RADIUS = 1000.00'
X122043' Q 1 ~ R ~ SEE NOTE "N" C700 145.62 725.00 115.38 S57°00'14"W 73.06 11'30'30' C101 95.13 775.00 95.07 553°04'29"W 47.62 7'01'58'
NOTE"0' ~ 4s,5a2sF t 1 HOME ON LOT 7 MUST FACE IRIS COURT. p i ~ o -.:''oo"N CURVE 2 C102 41.61 30.00 38.35 N89°17'28"E 24.94 79°2755" CURVE 2 CURVE 1 C103 53.53 30.00 46.70 S00°08'12"W 37.20 102°13'33'
IN 1814-00.80.8578 I ,i y I ~ ra ~ 15 30 PIN 1823-00.19.3735 EXISTING HOME ON LOT 8 FACES LAWRENCE ROAD. RECN No. 365s ,N N , 40,0,2 sF ~ L--- " S 35852' RECN NO. tt150 I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY o ~3r PI STA, = 17+72.63 PI STA = 41+38.55 PI STA = 24+008a C104 47.75 375.00 47,72 N88°29'STW 23.91 7°17'45" e d = 31'1]48° p = 3745'33" d = 16'4]08' C105 107.73 325.00 107.23 N82'39'05'W 54.36 18°59'29"
HOME ON LOT 40 MUST FACE SNAPDRAGON DRIVE. AMZIE B JR a ~ N 1 PATRICIA VICTOR MCASKILL PLAT BY THE GRA ral NVILLE COUNTY , _ ,'JNING BOARD AT THEIR MEETING ON 09/15/05, cH, BEAD CH, BEARING = S69'50'24'E CH. BEARING = S73'16'03'E CH. BEARING = S50'14'14'E
HOME ON LOT 88 MUST F TREVA WARD ; o N 5;3o~~o^N DB 7571516 1 T~ ACE HEATHER LANE. DB 2191460 ~ S1 01' THIS MAJOR PRELIMINARY PLAT SHAD EXPIRE TWO YEARS FROM THE APPROVAL DATE. cENr HOME ON LOT 91 MUST FACE BUTTERFLY COURT. ! ' 226' ARC lEw TANGENT = 210,09' TANGEM - 119.69' TANGENT = 141.54' C106 143.30 375.00 142.43 N73'S4'139J 72.54 21.53'42" ARC LENGTH = 409.61 ARC LENGTH = 230.66' ARC LENGTH = 292.96' C707 50.32 325.00 50.27 N68'43'139J 25.21 8'52'16" s V
RADIUS HOME ON LOT 125 MUST FACE HEATHER LANE. RADIUS = 750.00' RADIUS = 350.00' RADIUS = 1000.00' C108 2327 25.00 22.44 N3T3T131N 12.55 53'19'44' Z C109 91,80 50.00 19.44 S63'33't9'E 65.40 105'11'56'
HOME ON LOT 133 MUST FACE BLUEBELL LANE, C110 38.58 50.00 35.77 N42'S3'04'E 19.15 41'55'16'
C117 33.46 50.00 32.84 N02'45'09'E 17.38 38'20'34' O Ci12 57.22 50.00 54.15 N49°12'21'W 3221 85'34'16' ~ V
DATE OURVE 3 ( ) GRANVILLE COUNTY PLANNING DIRECTOR PI sra CURVE 3 CURVE B CURVE 13 Ci13 21.83 50.00 21.65 565'30'0491 11,09 25'00'43' W PI STA, = 23+25.99 PI STA. = 15+70,51 PI S1A = 30+68.58 J
so'-o• e = 2r' wcHr of war CN. B~ d = 2T1o'1s' d = 24'26'46° d =45'56'41" C114 19.22 25.00 1675 S84°58'49"E 10.11 44'02'55' r CH. BEARING = 571'54'09"E CH. BEARING = S49'29'11"E CH, BEARING = S35'39'2TE Ct15 47.12 30.00 42-03 S42°5T11"W 30.00 90'00'00' ;
TANGENT ARC LENT TANGENT = 181.25' TANGENT = 216.63' TANGENT = 211.95' Ct18 47.12 30.00 42.43 N47°OB'49'W 30.00 80'00'00" ARC LENGTH = 355.68' ARC LENGTH = 426,61' ARC LENGTH = 400.94' C117 80.95 535.00 80.88 SOB°28'55"E 40.55 8°40'11" Z
1 RADIUS = 30'-0" B'-0" f9'-0" 6'-0" 5'-0" RADIUS = 750.00' RADIUS = 1000.00' RADIUS = 500.00' C118 118.46 485.00 116.18 509°01'34"E 58.51 13°45'30" T
SHOULDER PAVEMENT SHOULOER DITCH NCDOT RICHT OF WAY C119 109.83 535.00 109.61 Sib°41'54"E 55.11 11° f" 45 46" C120 223.81 485.00 121.83 S29°0T32"E 113.94 26°26'25' ~ Q
CURJE 4 C121 157.47 535.00 188.90 Sat°00'42"E 79.31 18'51'52' J CURVE 4 CURVE 9 CURVE 14 C122 185.74 535.00 184,81 549°23'24"E 93.82 19° s ~ ~ PI STA. = 11+08.21 PI STA. = 20+27.60 PI STA = 11+11.95 5332 a
8'-0' 1 1• pQt FT. f~4 ~ 1~~ ~T r• p 20'-0' 6'-0• 6'-0' - ~ PI STA. d = 29': SHOULDER PAVEMENT SHOULDER D1TCH OPE '~'~E CH. BEAR d = 29'39'02° d = 29'27'53° d = 3757'20" CiZ3 210.17 485.00 208.53 554°45'35"E 106.76 24°49'41" I' I Q
TANGENT CH. BEARING = N2D'58'58"E CH. BEARING = S51'59'45'E CH. REARING = N75'22'5TE C124 160.68 535.00 160.06 567° ~ } 5622"E 80.94 11°12'23" ~ /y TANGENT = 108.21' TANGEM = 52.03' TANGENT = 171.95' C725 260.41 405.00 257.29 582°33'20"E 133,42 30'45'48" ~ O U LJ.
FT. 1~4" ~ f~l" ~ RADIUS N( ARC LENGTH = 211.56' ARC LENGTH = 179,99' ARC LENGTH = 33123' C126 135.48 535.00 135.10 583°4746"E 68.09 14°30'26" I1J _,I Z Q RADIUS =408.82' RADIUS = 350.00' RADIUS = 500.00' C127 64.31 535.00 64.27 N85°30'24"E 32.19 8°53'15" ~ IJ,J ~ Z
1" PER 1' P }7, '~.BBAId ~ 2 LEVEL 21 C128 21.03 25.00 20.41 N73°50'33"W 11.18 48°11'23' I t) Z ~ ~ C
4' 7 3 ROLLING 2:1 3• H1llY 1-Yxt CURJE 5 C129 33.41 50.00 32.19 568°53'20"E 17.35 38°16'58" W W L CURVE 5 CURVE 10 C130 36.96 50.00 38.13 N24°t8'07E 19.37 42°21'77 ~ ~ ~ ~ .J
0'-5' PI STA. _ U ~ ~ C) PI $TA. = 18+61.86 PI STA. = 10+97.23 PIPI SCUR A 15 16+94.22 C131 34.40 50,00 33.73 N16°35'16'W 17,91 38°25'29" W . ~ > Q W W
2 d = 3T5 CH. BEARI d = 3755'13° D = 11'06'25° d = 95'4725' C132 38.02 50.00 35.25 N56'56'25"W 18.83 41°16'50' Q Q ~ J CH. BEARING = N23'W'05"E CH. REARING = 556'31'47°E CH. BEARING = 550'02'32"E Ct33 59.82 50.00 56.31 S6B°OB'46'W 34.07 68°32'47" d J m ~ a
TANGEM 0=6" ARC LENG TANGEM = 304.91 TANGEM = 97,23' TANGENT = 564.33' C13/ 21.03 25.00 217.41 N57°58'05"E 11,18 48°11'23" ARC LENGTH = 592.02' ARC IFNGIH = 193.85' ARC LENGTH = 852.65' Ci35 16.28 975.00 46.28 N43'12'i6"W 23.15 2°43'12"
RADIUS = 2" OF 5-9.5 A SUPERPAVI's ASPHALT MIX NCDOT SPECIFICATIONS RADIUS = 1000.00' RADIUS = 1000,00' RADIUS = 510,00' C136 39.73 1025.00 39.73 N42'5717W 19.87 2°13'15"
f 1 1 X11 (1F A(''C(' CF Q SA 1~T('Tl(1T CA1a('TT;f(''ATTf11~TC
, / + ,vvv va i.?u .i.rvi Ul LVll 1\.!]11V1U \ o.uv NI 'U.l! C138 40.57 50.00 39.47 N86'43'28"E 21.46 46 °29'25"
8" AGGREGATE BASE COURSE NCDOT SP 8 AGGREGATE BA ECIFICATIONS smc OR ABC C139 15.00 975.00 1500 N61'16'08"W 7.50 0°52'53" LEGEND 05-7
2 SE COURSE NCDOT SPECIFICATIONS SCALE.' 1 200' 0 IRON PIPE SET
s1HC OR ABC LOCAL RESIDENTIAL ROAD 00 EXISTING MONUMENT FOUND; NO, IRON ROD
RESIDENTIAL COLLECTOR ROAD 200' 0 200 400 UNLESS OTHERWISE DESCRIBED
DETAIL D MATHEMATICAL POINT;
DETAIL NO MONUMENT SET

TYPE 1 LEVEL SPREADER (010 = OCFS • 5CFS)
POOL POOL CHANNEL SECTION BASEWIDTH DEPTH BASEWIDTH
A 3' NOTE:
B 3' 1.0' ADDITIONAL RIW MAYBE REQUIRE m
C 2.5' o.a' TO ACCOMMODATE TAPERS TURN
D 2' 0.6' LANE S, AND MEDIAN ISLANDS. H
TYPE 2 LEVEL SPREADER (010 = SCFS • 10CFS1 W Q
POOL POOL CHANNEL
) SECTION BASEWIDTH DEPTH BASEWIDTH 50'-O"
A 5' 70' 50' TAPER NCDOT RIGHT OF WAY
B 5' 1.0; RE UIREO F '
C 5' 0,9 ( Q OR W LESS THAN 26 ) D 3' 0.7' ! 26') N 8.-0^ 2D-D" 6t-Dn ~~-Dn Z
0
TYPE 3 LEVEL SPREADER tQ10 =10CFS • 23 CFS) 10' SHOULDER PAVEMENT SHOULDER DITCH ~
POOL Pool CHANNEL R=30' R=30' SIGHT TRIANGLE
30' MIN. SECTION BASEWIDTH DEPTH BASEWIDTH (TYP ) „ FT 1/4" /FT 1/4" /FT n ~ 1 PER 1 P FT.
B 10' 1.1'
C 10' 1.0' PE 4• *SLOPE *51.0 •1
D 8' 0,7'
EDGE OF PAVEMENT EDGE OF PAVEMENT
STOP *_~eae~ M9~(, SLOPE 2 LEVEL 2r 1
m ROLLING 2:1 c0 N d• M N ~ o
I~ ~ HILLY i_%21 0'-8"
ILL ~ ° ~ EXISTING ROAD I~ ° EDGE OF PAVEMENT EDGE OF PAVEMENT
la o ZLL ,W„pWy y0 ¢zZm~Fx .J ~ w0 OpU3Zm
I~ Z W aFz~~~wao N
I~ o CHANNEL ( NOTE: PERMANENT DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMMODATE DRAINAGE BEYOND THE RIGHT-OF-WAY. W Z yZZ'~Uy,OW~ a' UZ ~ 0 FY tn~~LLO USE FOR APPL N _ _ ~ _ Z ~ y EWOOD DRIVE c~ ~ ~ O Iwl. rx7 a) Z C J W
BASEWIDTH 1 I Y. QHZ ~ aWp ~aw=oN~
~Xlszt ~~+~I -•-I-I~- NG GROU I ~W ~ 3~om.~~3~~¢0~ a 3w~~az~omzQ~
ND I STBC OR ABC C7~~ i o~wupi~zy=~~~ 1 2 OFACSC SF 9.SA NCDOT SPECIFICATIONS a ~ o~=Z~ -Kw=LL
_ _ r•_...r--- TOP OF BERM TO 8E 1' MIN, ABOVE VAR, (.4' MIN. I Q F2UQp WNLLJQZ a ~ G g~~ ~~maa~o
~ ) R 25' z.2 ,y, I ECOMMENDED ROAD CONNECTION 2 8" AGGREGATE B ASE COURSE NCDOT SPECIFICATIONS ° o > N W W = ~p ~ ° ~ ~ ~
I amyl y0 a3Fq,z U Nz~zzN=>osi3
I t=7wg~3mzpo
I NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL COLLECTOR R A
~ 0 D AND F O RESIDENTIAL C d OLLECTO o R ROAD o
EXISTING STATE MAINTAINED ROAD WITHOUT CURB AND GUTTER W N 7 r:
LEVEL SPREADER THRESHOLD IN BACKGROUND, STOP CONDITION ~ N N
LEVEL SPREADER THRESHOLD. FINE GRADE, LIME, SEED, & MULCH H ~ Na
SECTION ~~A~~ CHANNEL, SIDESLOPES, 8 BERM. ~ -x LL
LINE CHANNEL BASE 8 SIDESLOPES
N11 NORTH AMERICAN GREEN P300. SEE CHANNEL LINER TYPICAL a W
MAJOR t NTERSECTI ON INSTALLATION DETAIL. W W Z Q
m ~ ~
~ 5a'-o" W ~ > F- h m
ILLS ~N Im ° NCDOT RIGHT OF WAY w w Z
la a oa oY ~ J ~ 'S ~ Y ~ ~ ~
I~ Z 1 a-, ao0 0~ rn 6'-O" 18'-O" 6'-0" 5'-O"
I~ ~ SHOULDER PAVEMENT SHOULDER DITCH
POOL I BASEWIDTH 3' I GRADE AND COMPACT A LEVEL THRESHOLD.
" ~ ( SURVEY THRESHOLD, TO CONFIRM THRESHOLD 499i~19tT' p S•~0 n „ 30® C•~~t Gryt~(2 pg4
ExIS I IS LEVEL ALONG ITS' ENTIRE LENGTH. LIME, r~NG GROU I SEED, & MULCH THRESHOLD, VAR. 6'-0" „ 1/4 /FT 1/4 FT 044i s°°°°°~°m•4+~i~/~ `aB 1 PER FT. / 1 ^ P ~aB { 'a FT, m S~p~ oQ 9 n
~ ND a -0 5'_p" ff OP s° ; ~a OPE 3' *SL a e o
I PAVEMENT SHOULDER ~•~?-~-DIFFUSED FLOW OVER THRESHOLD DURING STORMS. WIDTH WIDTH *SL SE~~ m a ~ °
POOL I ~ I ° ; 54~ 8 ° oy'G°°tF' ~22 ~ .
DEPTH I M o, ~ _IE'66A(ty MdX. SLOPE 2
I }.25 LEVEL 2:1 pp°~ .25 R~~ e~~
FINE GRADE, LIME, ~ SEED, 8 MULCH LEVEL +.16 } ROLLING 2:1 a PA • HILLY 1_2;1 O,_
SPREADER & SIDESLOPES, SECTIONS ~~8~~, ~~C°, & "D" +.OB
0,02 -0.02
-0.08
18 ~ N
USE FOR HARVEST COURT, EMPIRE COURT, FIRESIDE LANE, CIDER COURT ~
^.2S CINNAM ~ ~ N ON COURT, APPLE BLOSSOM CIRCLE, & WINSTON WAY ~ m c
1 2" OF ACSC SF 9.SA NCDOT srec oR Aec ~ SPECIFICATIONS u,
5'-0" m
4' BASEWIDTH 2 8" AGGREGATE BASE COURSE NCDOT SPECIFICATIONS ~ ~ x ~ o~ ~
E
3 r 1' MIN. ~'1 _ = 0p U ~ ~I~M ~
V NNCp ~
DRIVEWAY TU iN~ C LOCAL RESIDEN TIAL ROAD - ~UN•~
RN4UT GRA DES FINE GRADE, SEED, & MULCH CHANNEL FLOOR & SIDESLOPES. ~ZM~
INSTALL 10' WIDE NORTH AMERICAN GREEN S75 LINER, SEE CHANNEL LINER INSTALLATION DETAIL. N ~ ~ L
ESTABLISH DENSE STAND OF 3" TALL GRASS. Q
SEE SEEDING SCHEDULE, 0~~~
6' WIDE TIMBER CHECK DAM. (IF NEEDED TO ACHIEVE 4% MAX. SLOPE.) P U `o ran o ' O N V
CLASS "A" RIPRAP 6" LONG X 4" HIGH X 6' WIDE. 4% MAX, (IF NEEDED.) 0=~
2% NP, 4% MAX.
2% IYP.
4% MAX, 2%~P' CARRY RIPRAP UP 1 MIN. 2' MIN. `~S.
Sp•
~Il SIDES OF SPILLWAY 1 MINIMUM NIMUM P
MIN. BERM ELEVATION FREEBOARD 30ARD
TIMBER AND RIPRAP CHECKDAMS ARE USED ONLY WHERE NEEDED TO F~Ojy KEEP CHANNEL SLOPES UNDER 4%. IF THE CHANNEL MAY BE BUILT MAX, STORMWATER CAPACITY ~ ~
FLATTER THAN 4% WITHOUT THESE CHECKDAMS, THEN THE CHECKDAMS 1/ 5 WASHED STONE ,
ARE NOT NEEDED, 3 MIN. S~ FLOOD STORAGE ZONE
SEE STORMWATER MANAGEMENT TABLE AND PLAN ~ 4' MIN A~ FOR REQUIRED LENGTH OF GRASS SWALES.
Ir y, ,~5. 2 \ V
TYPI 1.5' MAX. SEDIMENT DE A PTH L SWALE #1 RIP-RAP FILTER FABRI v~ Z
NOT TO SCALE. 8' MIN, -FILTER FABRIC d
BASIN IS TO BE CLEANED WHEN SEDIMENT REACHES THIS LEVEL i MIN, 13.5' 18' Z
15' MIN.
SECTION THRU BASIN AND FILTER M 0
EXTEND CLASS 1 RIPRAP 45' W V W
UP SPILLWAY SIDES'_OPES R/W ~ J
F~Ow 10' MIN. Z
'I 3,
1' MIN. FREE BOARD ~ t,
~ SED 35' 6' S' MIN
ptr lMfNi' 1, ~ VAR ' f' Q
3' 3 MIN. ~R ' W ~
rN e , 5 WA f ~ ER's # SHED STONE ..J ~ r J W ~ z
It~ll~l~lll~l~il 11 ~ 1~ 1 V W ~ ~Q Z W aq ~
7' TYP. WW >
~ ° -p N oa W 3 W
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW 1" PER Fl: 3;1 ~ ~ Q F W C)
SLOPE a J fn ~ ~ ~
TYPE B
SECTION AA nnn trnr un
FILTER-BERM BASIN I- M-Ai r-%, I III V.
05-070
SYMMETRICAL CUL-DE-SAC DRAWING NO.
8

4-8' Diameter Rlprop Spillway
INSTALL ROCK OUTLET AT LOW POINTS ALONG SILT FENCE, AND IN LOCATIONS SHOWN ONTHE - i' Llln, 2.1 J 0 V o y O U. LENGTH 'i"~
PLAN, -III-~ O Q O d O Q a ao0ot_III_
0 O O u v v u u u 0 0 0 0- 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES STRUGTURAL STONE SHALL BE (CLASS "B")STONE I`I I I-~-I) a d o l7 0 0 a 0 0 a d d - , FOR EROSION CONTROL PURPOSES, o I-III-II DEEP O NOTE, ~ m NOTES: 6' oc MAx --t
= -X00000000000000000000 4 0 C- - - VER ADVERSE SOIL CONDITIONS, IF AVAILABLE. SEDIMENT CONTROL STONE -I I (-III-I , o d 0 - - SHALLBEN0.50RNO.57 Q 0 0 0 0 0 0 I-.III-III- I'" ° 3 0
NCDOTWASHEDSTONE. - - ~ 0 0 0 0 0 0 0000000000_ - - 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. i) TOTA (-III-I - _ II n _ _ _ _ 0 0 0 0 0 0 0 0 0 0 r-III=I I I I i) TOTAL DRAINAGE AREA FLOWING 1 0 0 0 o w
SILT FENCEWITHOUTROCKOUTLETSHASACAPACITY -III-III`I 0000000000000000 0 ~ - - 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS FEN II I 0 0 I-III-III-I I I- OF114DRAINAGEACREPER100LFFENCE. _ ~ - 0 O O 0 a O 0 0 0 - - - - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. FENCE MAY NOT EXCEED 1 ACRE. o ~ Q
SEDIMENTCONTROLSTONE III- 0 O O O 0 0 0 0 ~ - - 2 SILT III I I SILT FENCE WITHROCKOUTLETSATIO ~ ~ ~ ~ ~ • • ~ ~ ~ ~r1 fl n n n fl (1 n f'I-I (-III-III- ) O SPACING HAS , , , , , , , ~ , , I I ~S FENCE o 0 2) SILT FENCES SHOULD NOT BE S1
EXCAVAiESMALLPIT SEDIMENT CONTROL STONE ACAPACITYOF1120RAINAGEACREPER100LFFENCE 1r 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE USEI INFRONTOFROCKOUTLET. Front wew UNIFORMLY ANO MIX WITH SOIL (SEE BELOWe). ARF.P SILT FENCE Ezleting Channel Banks USED AT PIPE OUTLETS OR IN 0 AREAS OF CONCENTRATED FLOW ~ ~ ~ ~ f FLOW OF WATER ~ o
0 0 5. CONTINUE TILLAG (CBE (CREEKS, DITCHLINES, SWALES ~ ~ ~ ~ ~ RIP-RAP o a
a a ) EUNTIL AWELL-PULVERIZED, FIRM ETC SILT FENCE the downstream toe of the stone flRer must be REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. e~ SILT FENCE wider Than the top width of the spillway to ETC.} ~ I pVT o 3 ° P. 1 gTORPG~ o v
t8"MIN, prevent outflow eroding the channel 6onke. 6. SEED ON A FRESHLY PREFAB ~ EOIMENT o o ~ v)
ts" 3'MAx. ) ED SEEDBED AND COVER AFTER SEEDING. TO INCRE to"Mm. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK PROLON( NG. Fop S o ¢ Z o p 0 INCREASE STORAGE CAPACITY AND oo En
' 3' MAX. ~ 18 MIN. Top of Berm or Channel 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, IS GENET PROLONG THE LIFE OF THE SILT FENCE, IT 3 i o ~ N
t2^if. 2' Min, SEDIMEN' IS GENERALLY ADVISABLE TO DIG A ~ 3 ~ w w SEDIMENT PIT IN FRONT OF YOUR SILT ~ ~ ~
tH 1' MIn. J U U FENCE IM1 FENCE WHENEVER POSSIBLE. PLAN o v
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR STRUCNRAL STONE J J U 0 0 0 0 0 0 L` Crost of Spillway EXISTING GRADE z
t' Dlometer woehed J 0 0 0 0 0 ~ RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF TEMPORARY SILT FENCE Sione FlRer 1' Thick ~ ~ ~ ~ ~ 0 O n n C1 O ~ STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING 12 GAUGE 4"X4" OR 2"X4" WELDED WIRE TAIL DITCH o
o`'o°o°o°o°a° 0 0 0 0 0 0 0 0 ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ,,uo°o°o°o°o,° 0 0 0 0 0 0 0 0 0` HOOKED ONTO PERFORMED CHANNELS ON FLARED END SECTION (LENGTH AS REQUIRED} z
ROCK OUTLET .,;~bao~o~g~° o o Q o a o Q o 0 0 0 0 0 0~. 3;, slope STEEL POSTS. (NO WOOD POSTS) ~ w a
o Qooooooo° 0 0 0 0 000000000000000 9. CONSULT CONVERSATIO o°o°o°oooo," 0 0 0 0 0 0 0 0 4 0 0 0 0 ) N INSPECTOR ON MAINTENANCE TREATMENT 0 0 0 0 0s" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, RIP-RAP ULTRAVIOLET RESISTANT (BLACK) MIRIFI
UPSTREAM END OF n°nno00n°°n°°nno°°ro(?'0~0~0~01ti0000000000000~0~~s70~0~ STORM DRAIN OVERFLOW 00000000 1' Min, ~ FABRIC OR EQUIVALENT SECURED TO WIRE co un et M N o
Cutoff tronch Dackftlled with ~0~0~0~ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ° W/ METAL CLIPS OR WIRE AT 8" OFF
atone to Ue flher into ~ ACRE IN CLAY SOILS) ezleting ground and provent CENTER. FIOW ° ~ 0 2LL W°wy
NO :ALL PARTIALLY COMPLETED STORM DRNNS a t/3 PIPE tenure, FERTILIZER - 1,000 lbs. ACRE -10-10-10 ' > > DIAMETER / SHALL BE PROTECTED AT THE END OF p' Uln, SUPERPHOSPHATE- 500 Ibs> /ACRE -20q ANALYSIS Na CZZ¢~=
EACH DAY IN ACCORDANCE WrTH 1HESE p' ~ b• p~pl~, pe• • • n > • MULCH -2 TONS /ACRE -SMALL GRAIN STRAW S ~ WO~~OUQ°m MAX. SEDIMENT STORAGE LEVEL, REMOVE ECTI O N a w a F z~~ ~ w~° Vi ° FILTER FABRIC ° w z W°-° }Z~~~Uz
~ • • ' ' sECriorv ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE F SEDIMENT WHEN THIS LEVEL IS REACHED OR c ~ o ~D: k'> ~ oLLo N F -N' QFy~UF ° ° ° AS DIRECTED BY CONSERVATION INSPECTOR, RIPRAP ~ F ~ ~ ° LL v ~ > z ~ ~ w
° ES F w ~
BURY BOTTOM ~ SEEDBED PRE PARATION OF PLYWOOD TEMPORARY CH I t/' 6 - ~ ~~aw~>>aSo~ M o ° - ° ~ SEEDING SCH x z ~ go~~o<~°oaW ° EDULE
- ECK DAM I , ° • . , . _ . _ . _ TRENCH, COVER W/ SOIL & TAMP BACKFILL• ~ v~(•: ; i ~ ~ o z ~ x ~ ~ ~ SHEET DRAINAGE ONLY ( oz ar~o
3/4' EXTERIOR ( ) REVISED: 1-1-86) ~ ~ °zc=i~>>w~LLWa
PLYWOOD w - - - - NATURA Shoulders Sid U ~ awZ?o°a3aW~
OIL FENCE PLYWOOD INLET PROTECTION 3 _ L GRADE e Ditches, Slopes (Max 3:1) ~,~w~,Z~,og~=y , I CARRY APPROX.12" OF FABRIC INTO t ~ ~ w 5 ~ ~ m> °z o 0
O Z Z DATE TYPE PLANTING RATE
UPSTREAM END OF OVERFLOW ~ ~ STORM DRAIN ~ ° ~ N
N II II II iv - " A,ug 15 -Nov 1 Tall Fescue 300 Ibs/acre o °o
ii ii ii CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) - CARRY 6 OF WIRE INTO TRENCH, N Nov 1 -Mar 1 Tall Fescue 300 Ibs/acre ~
II II II e ~ 1/3 PIPE F( II II II p ~ > DIAMETER Ow N CV STEEL POSTS ®8' O.C. MAX..(NO WOOD POSTS) & Abruzzi Rye 25 Ibs/acre ~
I p. e Mar 1 - Apr 15 Tall Fescue 300 Ibs acre ~ N a - / ~ ~w
Apr 15 Jun 30 Hulled Common 8ermudagrass 25 Ibs/acre = " ~
WASHED STONE FlLTER . ~p'• "y C 1 IP RAP "EADWALL ACROSS PIPE INLET . ` IPNIPERT Jul 1 - Au 15 Tall Fescue and ~ TEMPORARY SI g 120 Ibs/acre LT FENCE
w ***Browntop Millet 35 Ibs/acre w ~
~ti ~ti I ***or Sorghum-Sudan Hybrids 30 Ibs/acre z ~
( ( HARDWARE CLOTH 4 / ~ z w ~ y,
s lllllllll li f , EDI~,~ ~/~~~'r ~ 5 WA D STONE. 1 THICK X H r~ 3 HIG MIN. Slopes (3;1 to 2;1) ~ F m
ENT STO RAGE AREA STONE FILTER INLET PROTECTION _ / w w z w
NOTES: Mar 1- Jun t o a o Y a Sericea Lespedeza (scarified) 50 Ibs/acre ~ ~ ~ Y ~ ~ ~ a~ am o~ cn
A, WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM. &
PIPE INLET PROTECTION IF THE ADJOINING ROADWAY IS WIDER THAN 25', THEN (Mar 1 -Apr 15) Add Tall Fescue 120 Ibs/acre THE WASHED STONE SHALL BE AS WIDE AS THE (Mar 1 -Jun 30) Or Add Wee in Love rass
ADJOINING ROADWAY, P 9 9 10 Ibs/acre ,,yet
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE (Mar 1 -Jun 30) Or Add Hulled Common 8ermudagrass 25 Ibs/acre ea°~~ F~~p~ CAR+~ , ~a TRUCKS IS TO BE PROVIDED. Jun 1 -Sep 1 ***Tall Fescue and l~
PERSPECTIVE VIEW 120 Ibs/acre o~ ~ ~ °,e ~;~e C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR ~ ~ ~ESSjQ po y
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. Browntop Millet 35 Ibs/acre a 8,
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL *"*or Sor hum-Sudan S g Hybrids 301bs/acre ~ ~~~.j, PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO ~ ~
TYPICAL CHANNEL LINER INSTALLATION AREAS TO BE DISTURBED sEOIMENr sroRAGE (CUT, FILL, ETC.) PIPE INVERT Sep 1 -Mar 1 Sericea Lespedezo (unhulled-unscarified} 70 Ibs acre ~ STREETS. PERIODIC TOP DRESSING WITH STONE /
FLOOD STORAGE ZONE RIP RAP HEADWALL WILL BE NECESSARY; KEEP SOME HANDY. and Tall Fescue 120 Ibs acre sp tr / ~ ~ ,ep E. ANY MATERIAL WHICH STILL MAKES IT ONTO T Nov 1 - M , F~ ~ ~x'
~1 HE ( ar 1) Add Abruzzi Rye 25 Ibs/acre °q, ~ a*~ ROAD MUST BE CLEANED UP IMMEDIATELY, aeD R~ti
NATURAL a! A '
1 5 3' GROUND (30 cm) ~0{y ~ 1 5 FLOW-~
FILTER FABRIC
NORTH DIMENSIONS ARE CLASS 1 RIP-RAP ~Py pp0 Consult Conservation Engineer or Soil Conservation Service for ~
AMERICAN (tSScm) MINIMUM ACCEPTABLE #57 WASHED STONE / UNLESS OTHERWISE GREEN MAX. SEDIMENT DEPTH(CLEAN OUT POINT R additional information concerning other alternatives for vegetotion of ~~~G H o
) ~'I NOTED• ) GRAVEL & RIP RAP FILTER BERM BASIN DETAIL J ~ 2. 4 Q IS DESIGNED TO PROTECT EXISTING PIPE INVERTS ~p~ denuded areas, The above vegetation rates are those which do well under ~ ~ P~ local conditions; other seedin rate c ~ N
J' ~ (i5 cm) SECTION THRU BASIN FILTER A ~ ,J ~ ND CULVERT PIPE THAT DRAIN 10 ACRES OR LESS. g ombmations are possible. = M
:ti . • SO' MAN ***Temporary -Reseed according to optimum season for desired ermanent W ~
' p ~
• • 15 cm TEMPORARY ( ) HORSESH OE INLET PROT C vegetation. Do not allow temporary cover to grow over 12" in height before ~ v
E TION ~ r ~ ~ mowin otherw' _C r- X g, ise fescue may be shaded out. p ~ ~ ~ U) t1 ~
ARC F ILTER 3 . 1~ ~ / y w ~ p
" SEEDIN = G SCH EDULE 6 MIN p ~ ~
~ ~ f ~ • ~ (10 cm) 5 U to ~ M a~ ,tip ~
NCDOT #5 VEGETATED MAT LINER NORTH AMERICAN GREEN P300 PH3 Q N M C
r ~ . WASHED STONE ALSO SEEDNA BERAIUDAGRASB SUM ~ ~Z~
YARABU: ~ L ^y NOTES; APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS ~ v~~ E
' 5cm-12.Scm) 11 UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF Q• ~ p~ ~
,1^~ • 1~'1 • 1 SECTION 1 • . Steel Fence Post 0 THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. Namnal U O • • W P I - 1=i O N U
' Wr F ! e ante • Fllter Fabric - TEMPORARY STO I o - NE CONSTRUC - i - _ _I I I_I TION -
Hardware Cloth on Ground III_III_III_ _ >o - - .i _ _ _ _ _ _ _ _ i I_i I I_I i ENTRANCE EXI ii---------- -_=1-
~ Filter of 1 "Diameter T - -i I I_I I I_I i l_I I I_ _ - III _III_ __I i - . _III III -I I 1=111=1 I I-1 I I-1 I wPom - _ _ _ _ _ _ = I-
Washed Stone IIIIII_III_____ _ ~ III III III III I 1=III-1 I1=1 I 1=1 = . _ _ _ _ _ = 1-
i. PREPARE SOIL BEFORE INSTAWNG BIANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: I 111 11 I_I I I_I i I_ I _ _ _ III III I I=i ~ I .III- =1 i I.
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN, III_III_.II_ _ _ I. III III II n-t I I-III-I I I-
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 8" (15cm) DEEP X 6" (15cm) WIDE TRENCH Bury Wfre Fence and Hardware Cblh I) ~ sPREAnER DErwL -CROSS secnoN
WTTH APPROXIMATELY 12 (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE B BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFILL p-~ a
AND COMPACT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30cm) PORTION r , ^~~$°~°~~Q°°4r••~'°e::~2~g1t~s;o,rge~;~~ e,~s~oom>np OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES r"TM ~ ~mumT-u BAFFiTS ADDED N PROVDE NEANOER~+~G VAn~.V < gE-,~y ~ POCK.
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ~ tin rRwv>~c c'stsui PATH t1F Sd'GENT-iA]EN EU'!CF% 4 • ? • nIPDUQI 7HAP 10 uApM'~:C fl~',4 lQl^iH /F ~CJC PC;T< ATE NCT ACCFPTABIE. / . . . ~ . ii~~ A,~YI TRAPPP.6 ETFIJE1.Cr, ~1 VEGETATED •TRAW91K1N • ? v .
3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WTTH APPROPRATE SIDE rb AGAINST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES DiV4kS0N Tp 06RABE • • • A' ? • • a
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES ? ? O a?• v?• ? • v
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ~ ~ Z
4. PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE STYLE WTTH A 4"-6" 10cm-15cm OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" 10cm ) ( ) ~ Na °711cN 'n''~ Aem`~ ( )APART AND 4 (10cm) ON CENTER TO SECURE BLANKETS. yr nrw~ ,v,n ` , ~ • • , • ~ ? STABIU2ED
5. FULL LENGTH EDGE OF r'>:~``" s':»i~;~~~i;•'"~'^;i;;;,,'>::I>::<` ;'.':a~~~~ ~,-~ucncl~s Ton wsruUncu• BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY J • ROPE
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, ~ ^ - . " Sllt . n . • •
6. ADJACENT BIANKETS MUST BE OVERLAPPED APPROXIMATELY 2 -5 (5cm-12.5cm) (DEPENDING ON BIANKET TYPE) AND STAPLED. Fence Silt TO ENSURE PROPER SEAM AUGNn ENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP} EVEN Fence "
WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. E nd Fllter Fabric Here ~ '.I ~ W
. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE 4' Mtn. '
A DOUBLE ROW OF STAPLES STAGGERED 4 (tOcm APART AND 4 tOcm ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. -I ( ) . • • ~dJ
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATE Y 1 IN A 6" 15cm DEEP X 6" 15cm WIDE TRENCH. BACKFl / L 2 (30cm) APART I ' ( ) ( ) LL AND COMPACT THE TRENCH AFTER STAPLING. ~ ~ J ' ,
A ~ t L: . t NOTE: , . ~ ' • ` ~ OF ~
B C * TAP CRTTICAL POINTS HORIZONTALS LE SPACING SHOULD BE ALTERED • D~J_4SOx5 AND SHAPE ~ iRAP AVD ~ ? . • . r • . . . . ~ LL wn~Ee e~ BaRtFS vAr vAm fxcv IElfl. SPREADER DETNL o 0 ~ ulusrt:anc'~ PFfEA ~D scxFnu~E FnR
IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS ~ ,t.:
B. PR CRITICAL POINTS ALONG THE CHANNEL SURFACE. ; , , C, CHANNELED WATER LINE y< , ~ , r , • ~ • ~ 0 ? COHSTRUCnCN SPEgFlCATIONS a/ ~ 0
A BOTTOM/SIDE ee IN LOOSE SOIL CONDmONS, THE USE OF STAPLE • . SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6 15 cm MAY B n • ~ ' 1. THE NATIIND SHCUID BE A NMDryH OF 4-F1. 1MDE EXIENDNO 0 INCH ~ O ~ U ES OVER THE UP AND BURIED W J Z • ! P7CHES DEEP IN A V4tnCA1 TRENCH DN THE LOXfA EDGE. THE UPPER EME SHOUtD BUTT ADARIST SH001HLY CUT SCD AND BE S:CURELY HE1D IN PUCE Mni CLOSFlY SPACED HEAVY DUtY ~ V W ~ Z
BE NECESSARY TO PROPERLY ANCHOR HE B NKEiS. oh ounr aur.EO m TM; nv~e~re C7AVEH R?CI! 1'.F. CI'~! EN7 Of 'iE UST C Top of Sift Fence euFlS ro ,iu~u iE new :alcM rno WRE STAPLES AT LEAST 12 INCHES LDN0. NOTE: USE FABRIC THAT IS A7 AST 4' LE ~ EN~AT n+E SPAEADFA lR IS IEVFl FDA UNDlWN S°REACINO DF sTDRH RUNOrF Z ~ ~ ~ 0
Beat least P Must I a ,~,•o_h;- G,.,r•,~Y. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 the T Above y~ r IND~f TO CONSTRUCT THE TRAP SO THERE ~ ~ SPREADER oN UNDISNRBm 9dl ((NDT DN ~{7~ ~ uJ J _ TRAN5n0N ~CiIDN FAdI THE gVER4QV CNNlN•EL TO BLEND SMOOTHLY 1D ~ ~ ~ IS ENW6N TO BURY THE BOTTOM AND THE wDTN u+D DEPiN aF TxE SPREADLR. ~ (n
op of the Washed ~ sLr ~>,cL otnEr. USA 1-800-772-2040 CANADA 1-800-448-2040 Sl BU Wire Fence. ~ m ocrFns rrn - www.nagreen.com One ' Flit~r Fabt kanawu n~rosutincu. _ _ ~ t~ o Q sLr FFHCE oenEr. ~ CREATE SIDES A7 IEASt 3' HiGy. a as°ERS< RuwfT PR011 THE SPREA?FR ACROSS A PADPLRLY STABIU2FD SLOPE NDT 70 E%CgD L W AEDInONN~n'FOALIAtID~.N. 0. IWETfAT~F1.Y MFR ITS CONSTRUC~TI~O ~APPAO tlAD1HYiD KEEP FT.DW fR011 CDNCEWTNAnH0. ~ ~ Q W E- O
k, and Hardware AREA o< 1NE S~+EAOFR. TEL SFID AND MULCH THE ENnRE DISNRBED ~ Q ~ F W /y
Steel Fetxe Poet Set Max, 2' Apart Gloth in Trench FIy)LfSl! lllnstnuon o! i Sil1 Feace Outlet. a -I 00 ~ O W CONSTRUCTION PARAh1ETERS
TI'PE-~ SEDIMENT TRAP TYPE E;NTRANCEWIDTH DEPTH ENDWICiH LENGTH DESIGNFLOW P
(~IGTRI K`TInAIQ Ana nlT~u 1 l~l~o ,Y_n~_. ~ a ,n~ ~ I ROJECT N0.
n w 1 1 1vv 1 IVI 14V 1 VI 1 VI 1 VI 1 6-11 ,16-1 1 u,u lu 0.7U GF5 - B 16' 0.6' 3' 20' 10.20 CFS
C 24' 0.7' 3' 30' 20.30CFS 05-070
TYPE A BASIN TYPE A BASIN
DRAWING NO.
LEVEL SPREADER 9
(PERMANENT)

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% i/;' i , PIPE #1 ~ . O 0. a- Q Q
~ ! A i ~ WATERSHEU~ _ laJ o ~
' i%, 1,,~ 0.33 AC. ~ J~a ~a
I i ~ ~ A rr~^w~ zw v, Uw 3 =
~ ~ ~ ' i Z u, ~ ~ W o ~
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f ~ i i ~ WQ
1 ' I ~ ~ ~ 1 r ~ ~ ~m a ~
1 PROJECT N0.
` ~ i ' ~ ~ \
1 ~ 05-070
~ DRAWING NO,

VICINITY MAP
IMPACT#1-ROAD (PHASE 2) m
SEE DETAIL \ ~ ~ N
\ f y. Griv°m W
\ \ J~, ~ Q
0 `S
NE \ J,--~ ATHER LA ~0 L - A
\ \ ti F ~ ~ 2 0 v
\ o ~ ~ ~ SITE
0 ti~ ~ ~
\ ~ ~ W *„3~~~~~~,. f4
\ ~p Q ~ W~ 0 Z~ _ Q~ z N
\ \ a \ F~ J p \ \ \ \ 0 y c.,.~,a~ ~ O
IMPACT #1 -ROAD q~0 (PHASE 2) N~ TTERFLY CIRCLE \ \ \ \ L1I Z W Z W
SEE DETAIL U ~0 `5~ I ° . ~ 50' TAR-PAMLICO \ \ S~, ~ u~ Io _ 'h,
STREAM BUFFER ~ RF Q a \ EACH SIDE OF ~ Q q2j ~ W ~ a W ~ 4
\ CREEK ti ~ j a a - r
'i'~ \ \ PH ~
ASE? 50' TAR-PAMLICO
PH RIPARIAN BUFFER \ plp ASE 1 EACH SIDE OF STREAM ~ o° PIPE #3 NOT TO SCALE ~p ~ ~ ~ N ~ O
DAISY LANE ~ + 86'I ~ INV 86'L 30" RCP @ 4.65% INV. IN = 434.00
\ \ r INV INV. OUT = 430.00 z' w o w OLL Nw=N
~ STi STA 14+84.54 ~ N o ~ z z _ ~ zz~oowmo> W a~z~W~aao
~ 6~ HASE 2 CLASS "1"RIP RAP APRON THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. ~ > v ~ ~ z ~ w 0
GF9 PHASE 1 ~ ONE 20'L x 8'W x 24" Th IF STREAMS ARE IMPACTED BEYOND WHAT IS SHOWN THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES o z o a ~ N ~ i a ~ o LL o ~ FROM NCDWQ ANDIOR USACE. F-z ~ ~ w LL ~ ~'a w w o a ~
FTQ i ~ M ~ V ~ 3~~a~3f~"~'r
~i>r a ~ \ F'~C7 a ~~aaaz°omza ~ ~ THE CULVERT MUST BE EMBEDDED BELOW THE z o w o ~ ~ o a o N m
50' TAR-PAMLICO STREAM BUFFER \ 20 \ STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. ~ ? Z ~ ~ o ~ ? x ~ ; LL \ \ ~ a ~zczia~Z~~~ao \ \ MIN. EMBEDDED DEPTHS AREAS FOLLOWS ~ ~ ~ + _ w
EACH SIDE OF \ m ~~aJ>~~aa~o \ \ 0 Z oaoss~~~zNF
CREEK \ I CULVERT DIAMETER: MINIMUM EMBEDDED DEPTH: ~ > m w W m o J ° s° \ \ ~ a(~NZNO a~+WfY
ZONE \ \ 18"OR LESS 0.3' U ~'zuz~z°iosu~'i
\ \ ~ 30" 0.5'
1 \ \ 36" 0.5' w o \ \ ~ 20 \ ~ ~ 42" 0.71 Q N
\ \ ~ v HF ~ \ V v 48,' 0.8 ~ ~
URT ~ 1R~S CO 2 \ ~ \ ~ 54 OR GREATER 1.0 ~ ~ \ \ ~Q
P E \ \
SITE MAP 5b' R/~V ~ \ ~ O~F2 \ \ H ~ ~ ~ \ ~ _ \ U
n = i I 1 400 ~ \ ~ ~ \
\ w w
\ \ z Q \ ~ z
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\ U U Z
\ \ I;a ~Y a w \ 3 ~
I \ \ a ~ n. m o ~ cn
IMPACT #1
1"=40'
~ c~~
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
r~
TREE PROTECTION FENCE (OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM ~ \ ~ ~
TO EXISTING CHANNEL AT END y (fl ~ ~
OF APRON, SO THAT NO GRADING i ~ ~ N
IS NEEDED BEYOND THE APRON, C_ ~ r
EMBEDDED DEPTH DO NOT C O
1~ DISTURB \ BEYOND 50' TAR-PAMLICO W ~
DO NOT \ RIPARIAN BUFFER FENCE. _y DISTURB OtiF EACH SIDE OF STREAM ~ C X
RIPRAP APRON ~ 2 BEYOND O ~ t6 ~ ~~LL ~
FENCE. 20 do h ~
NOT TO SCALE. ~ ~ ~F~ 0 ~O ~ U ~Nro a~
SEE PLANS FOR ADDITIONAL INFORMATION. \ LNG C
~ \ ~b S , CULVERT LENGTH RIPRAP LENGTH \ S ~ M
ZpN 20 ~ ~ F~ a~UM ~ ~Z~ cU
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH \ a ' i_L~~' A Q.
~ ~o F~ zp STR ~ F oo~E z
tiP ~ Fq \ 2 D U~NN
TAT STREAM CROSSINGS ~ ~ NCDWQ REQUIREMENTS. IMPAC S a O N •V ~ O p3
~ " ~2~
~ PIPE #4 _ 78'L 30" RCP @ 5.13%
a INV. IN = 430.00
INV. OUT = 426.00 STA 23+05.24
' CLASS "1"RIP RAP APRON
20'L x B'W x 24" Th
a,
-h
Z
~ ~a , p \
U
O V! Z
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~ - Z
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~ _ ~ ~
MS AND WETLANDS IMPACTS TABLE Op v ~ \ ~
FFER ' ~ ~ h° STREAM BU ~ P _oa ~ ~ U
SANDER DISTURBANCES: WETLANDS ~ pQ STREAM M ~ ~ ~ Q~ Q v WO
IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: Q a \ J o ~ ~
1 INTERMITTENT STREAM 115 LF 5.835 SF 3,135 SF N!A ROADICULVERTIRIPRAP 2 INTERMITTENT STREAM 105 LF 5,056 SF 3,032 SF NSA ROADICULVERTIRIPRAP ~ \ w z _ (n v w ~
z~
NOTE, STREAMS AND WETLANDS PER SURVEY BY ACCULINE WW oa ~ N W U 2 ~ 0
IMPACT #2 ~Q w ~
o Q ~ ~ a J m ~
1"=40'
PROJECT NO.
nc non
UJ-U ( V
DRAWING NO.
13
l

LEGEND S' ,4 J }
IMPACT #2 s k Gricwm '~i m 3
(PHASE 2) SEE DETAIL 4r 4~ i '+1
?z k' 3 x W
.r A _ ~
VICINITY MAP
SF SILT FENCE RIPRAP DISSIPATOR APRON NOT TO SCALE SITE
\ IMPACT TO BUFFER ZONE 1 BASIN SEDIMENT TRAP ~'A,wu~,~~,,
DIVERSION DITCH BASIN
CHECK DAM ~s ~ / N sF sf SILT FENCE ROCK OUTLET ~ ~
R gf ' z ~1~4kI'il: ~I I. fir. 0
CONSTRUCTION LIMITS t: °a iQ wJ1 LEVEL SPREADER N
IMPACT 1 r • Jh,/M r ~ N ~ w
IMPACT TO BUFFER ZONE 2 (PHASE 2) N r' ~n IL K h. ''o.
SEE DETAIL 50' TAR-PAMLICO < - a
STREAM BUFFER EACH SIDE OF ;~v J
CREEK ~ ~ fi V
\ \
\ \ PHASE? `
\ \ \ M (0 lQ ~ N r O
PH,y \ \ ~ SF ~ \
\ ~ 2
LEVEL SP~ADER #3 Q N ~ \ m I T w w ZLL W~ N 0o mwF=
\ \ CL w~J00w~Zm
RASE \ \ \ ~ ~ W >UpUF•Jf1JWUZ 448 N z o a~N~>QN~ogo
\ ~o ~ W PHASE1 ~ \ ti Z tc \ z QF z ~ ilmwma>zmJwq~ =0~t1aww0a
\ \ ~ ° ~ \ J ~~`0 J 3~aW J3~tt5'ia ~v ¢ ~WFaaz~oma
c` ti° ~ Q . \ o ~ ti ~ ~ 50' TAR-PAMLICO \ \ F~ _ W 2 i ' 446 ~OZ z o°zw~~z°i°ws
STREAM BUFFER ' _ ° ~ ~ ~ ~ ~~a 3 zm=o~+~xw~LL ~ rttJ ~m 2 N ~p ~ ~ o2~¢¢zWW~6QZo
EACH SIDE OF \ \ ° \ \ a CREEK ~ ~0 ~ Q 0 Z 0. Vi a ~ 0 a cu 0 z oao~~~FoiyF 444 ~ a U 0 '>mNWNoJ oma
\ \ ti \ w~ F, = a ~ M a Ci h U awZZO°paa=U
\ \ \ Q ui + c; ~zvzziz>OZw U ~ d e t~~W5+3mzoo
~ ~ \ o \ ~ m ~p ~ F+: W 442 w w ~ U
~ tiF \ ST PC ~ 'P ) 15+56,89 ~~e Eq <Y~ \ ~ y, ~ F 41 Q CO
~5 - \ k' m O O
\ 440 ~ N ' ~ et
SITE MAP ~ \ O
\ ~ = LEVEL SPRE n_ i i \ LEVEL SPREADER #4 •2.0 o U ~ ~ 438 7j ~ _ ~ LL o
~ 1 50' TAR•PAMLICO ~ ' ~ p pINISHE GRA~~ _
R ~ ~ \ PIPE #3 IPARIAN BUFFER EACH SIDE OF STREAM ~ , \ ~ H 104 LF Of 48" CN -PIPE #3 pROpOSE ~ ~ U T a 104 LF OF 48" CMP @ 2.06°k 436 w ~
F~ ~ _ F~ r~. \ \ INV. IN 427.83 INV. IN = 427.83 w ~
SA , - , INV. OUT = 425.6 INV. OUT = 425.69 ~ ?
\ { CLASS B RIP RAf ~'~0 y \ q \ " ~ ; ~ ~ FILL SLOPE. 2:1 CLASS B RIP RAP: 24' x 12' x 18" ~ Q z FILL SLOPE: 2:1 ~ 434 , ~ ~ m
TREE PROTECTION FENCE TREE PROTECTI N F Y:' \ ~ ~ STABILIZATION: c 0 ENCE ~ \ STA: 14+84.54 STABILIZATION: GRASS U U z ~0 ~ ~ i w w w
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL) ~ \ ~ TA. 14+84.54 i~ ~ 'p ~ ~ U Q~ ~ Q
'o ~ ~ . ~ ~ \ ~ ` ' ~1JF 432 Titi ~ a ~ a W o ~ ~
RIPRAP APR N ~ I \ ~ 2 ~ 0 MUST CONFORM ~ ~ ~ ONE 2oti~ v ~ h;j, c,~ ~
TO EXISTING CHANNEL AT END ~ ~ ~ ~ ~ 2 \ 2 \ OF ~ ~ ~ BOTTOM OF \ \ ~~ENh wgIEA EXISTING STREAM
OF APRON, SO THAT NO GRADING I ~ ~ IS NEEDED BEYOND THE APRON. ; ~ \ \ N~DSAtl09i Gy ~n- 430 _ \~Illunuuhrrh
2pN~ DO NOT EMBEDDED DEPTH \ ~ ON \ \ ~ ~ n' ~i ~ •~r`zA, ~ 1
~ " DISTURB \ ~ , ; ~ \ \ PR'DPO:iED F1PE #3 ~ ~~~'•,Y - _ ~ . \ \ ~ 428 ~ ~ 48"CMP
BEYOND D v sTA:1a+~aa 5r SEAL . \ ~ - -
FENCE, RIPRAP APRON N S. 3 DO NOT Z + ~ ~ 20 DISTURB ? ~ NF / " - ~ ~ INV IN~, 42783 = _ v ~ . ~ ~ 15456 ; F1 ~ _ 426 INV OUT 425.69 ~~'r•, ~/7~,
BEYOND # ~ ~ ~ ~ ~ 104 LF (Jr, 2.0E /o ~
FENCE. ~ P ~ \ 0.8' • EMBED ED DEPTH. MENDATO Y '~QI,CI ~ \ S ~ \ AQUATIC LIF PASSAGE PROVISIO P~
NOT TO SCALE. I \ ~ \ ~ SEE PLANS FOR ADDITIONAL INFORMATION 5 , I ~ ~ 20N \ \ 424 P 111 \ \ 11111111
~ F? \
RI ~FVE ~ \ CULVERT LENGTH RIPRAP LENGTH ~ C SPR \ \ \ ~ \ cN7 ~ NIA N M M ~ M ~ \ a,a as as as as
I 20, 1. NT EgOER ~ TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ~ ~ \ ~ 14+00 15+00 16+00 ~
Z \ r
~ \ \ \ ~ (00
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS ~ Q m ~ ~ ~ ~ N
PIPE EMBEDDED 1.0' TO ALLOW PASSAGE FOR AQUATIC LIFE ,ix ~ \ C ~ \ \ \ _
e im 5 6 ~ S d erYt Basln # 1 2 3 4 7 8 ~ \ \ \ C ~
IMPACT #1 -PLAN V Drains a Area= D.61 0.28 0.71 0.36 0.22 0.19 0.20 D.18 -PLAN VIEW \ ~ ~ ~ _ W IMPACT #1 PROFILE m
Tc min = 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 SCALE: 1 = 40'
110 (inlhr)= 7.50 7.50 7.~ 7.50 7.50 7.50 7.50 7.50 1 - 40 HORIZONTAL S A " _ - ° ~ ~ C LE. 1 4 ~ H E
C = 0.75 0.65 0.65 0.65 0.65 0.65 O.fi5 0.65 c
Q10 (cis} = 3.43 1.37 3.46 1.76 1.07 0.95 0.98 0.89 ~ ~ V NCO ~
Min Re Surface Area SF = 1,494.65 594.59 1,507.72 764,48 467,18 411.97 424.71 386.49 \ ( ) :~O ~ ~NM.~
Basin Dimensions - 50k30k3 30k20k3 40k38k3' 35k22k3 25k19k3' 25k17k3' 25k17k3 20k20k3 \ yxo o ~ m yx~ ~ U ~ O
Surface Area Praaided{SF)= 1,500.00 600.00 1,520.D0 770,00 475.00 425,00 425.00 400.00 ~ ~ ti 'L ~Z~ ~ L~~~
Min Re Sediment Story Volume CF = 1,098.00 504.00 1,278.00 646.00 396.00 349.20 360.00 327.60 \ q 9e { ) ~ ~ omrnS a~~ E
(1800 ct7ac) x (Drains a Area ~ \ 5o' TAR-PAMLICO ~ ZO RIPARIAN BUFFER F s~, oa°'~
SedimentStora eVolumeProwded(CF)= 4,500.00 1,800.00 4,560.00 2,31D.00 1,425,00 1,275.00 1,275.00 1,200.00 \ EACH SIDE OF STREAM 9 UO~cn
\ ~F? \ LEVEL SPREADER #7 ONU ~ \ ~ ~ 0=~
Level S reader # 1 2 3 4 5 6 l 8 \ ` 0 5~ _ ~ ~ SOH ~ ~ DralnageArea- 3.89 0.28 0.90 1.09 0.63 0.30 0.30 0,20 ~ F~ ~ \ ~ A ~ ~2~
\ ~ Tc (min} = 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 ~ ~ ~ yF :5F ~Ax i
- \ o \ P~ 110 (inihr}- 7.50 7.50 7,50 7.50 7.50 7.50 7.5D 7.50 \ ° ~ ~`~3 ~ ~I
- 0 0.5 \ ` ~o \ C - .42 0.65 0,56 2 0.43 D,62 0.54 0.62 ~ \ tiF o ! '
Q10 (cfs} = 12.25 1.37 3.78 4.25 2.03 1.40 1.22 0.91 ~ ~ ` x° LL \ \ 440 _ LL PROP m 05~
Min Req Length (LF} = 159.30 17.75 49.14 55.26 26,41 18.14 15.80 11.87 ~ \ d F~ ~ - ~ ' Frbls yE
(13 x Q10} ~ oN \ R F ~ 438 ~ D GRAD F
2 -~i \ \ ~ j Q' ~ ~ ~ \ ~ ~ z g
\ ~ ~ ~ ~ W z
PROPOSED PIPE DATA TABLE ~ y`` ,r'' ~ 436
DRAINAGE DIAM. & EX. TOPO @ EX. TOPO @ PROP, INV. PROP. INV. ~ r~ / LEVEL SPREADE PIPE AREA Cc Tc 125 Q25 MATERIAL LENGTH SLOPE V10 RIPRAP -CLASS INV. IN INV. OUT IN ELEV. OUT ELEV. ~ ~ - ~ ~ / -LEVEL SPREADER #8 434 ~ rr U
3 11.87 Ac 0,41 5 min 8.5"!hr 41.13 cfs 48"CMP 104 LF 2.06 % 7.95 fps 24'x12'x18" B 428.63 426.45 427.83 425,69 ~ ~ PIPE #4 VJ Z PIPE #4 i i
° ~ , ~ 4 13.18 Ac 0,40 5 min 8,5"lhr 44,57 cfs 48 CMP 96 LF 2.30 /0 8.46 fps 32'x12'x24" I 423.74 421.53 422.94 420.73 ~ 96 LF OF - o ~-1~ li 96 LF OF 48"CMP @ 2.30 /a tp~ -
LEVEL SPREADER #5 M'x~ ;5 INV. IN = 4 \ ~ - _ ~ INV. OUT INV. IN - 422.94 432 / Z INV. OUT = 420.73 ~~O ~
\ ~ ~ i ~ ~ ` CLASS I R CLASS I RIP RAP 32' x 12' x 24" O
• STREAMS WETLANDS AND BUFFER IMPACTS TABLE ~ i ~ \ FILL sLOF 5 \ ~ .r \ 6 \ STABILIZP FILL SLOPES: 2;1 ~ ~ ~ MU . F ~ W STABILIZATION. GRASS 430 W
~ ti ~ b ~ STA23+0° STA 23+0524 ~ - J I J
STREAM BUFFER \ ii r > d VJ
DISTURBANCES: \ \ \ STREAM MEANDER WETLANDS ! ; IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: G~ ~ 428 ~ Z Q
1 INTERMITTENT STREAM 148 LF 135 F NIA ROADlCULVERTIRIPRAP 4 P ~ \ \ 6,49421 SF 3, S ~ ~ ~ a r B TTOM OF Q _ ~ ~ STING STREAM Ur ~
2 INTERMITTENT STREAM 148 LF 5,415 SF 2,985 SF NlA ROAD1CUlVERTIRIPRAP
\ ~0 ~ 426 ~ F- o~ ~ ~ _ G a U
\ ~ Z~ \ 0 d r ~ ~ _ Q 3 a Q Wo
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE IMPERVIOUS DATA: titi \ a 424 ~ ~i ~ ~ 0
AND EMBED STREAM CULVERTS ACCORDING TO THESE \ c' TOTAL TRA TAR A: 171 + . _ ~ \ 0 PLANS, IF STREAMS ARE IMPACTED BEYOND WHAT IS P C E +AC ~ ~ ~P 2~ ~ W J z PRO OSED PIFE #4 ~ W ~
SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG PRO OSED SINGLE-FAMILY RESIDENTIAL LOTS: 120 I O ~ \ 96 L Of 40" CMP ~ 2.30°o Z ~ ' 0.8'- EMBEDDED DE H. MENDATORY STA: 23+0.530 W W oQ
- PROPOSED IMPERVIOUS AREA IN ROADS: 5 AC +l- 0 Q' \ MITIGATION FEES FROM NCDWQ ANDIOR USACE. ANTICIPATED IMPERVI US AREA IN LOT : G ~ 0 0 S 5.55 AC 1 >;,k 0 \ 422 4 ~ AQUATIC LIFE PASS GE PROVISIONS INV I :422,84 U ~ (n LL uJ
(ASSUMES 2,000 S.F. IMPERVIOUS COVERAGE PER LOT.) ~ y0 ti THE CULVERT MUST BE EMBEDDED BELOW THE STREAM \ INV T < w y 0 ~ U 20.7;4 ~ 3 Q w ~ ~ i ~ a ~ H
TOTAL ANTICIPATED IMPERVIOUS COVERAGE: 10.54 AC +l ~ Q' \ ~ CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE, MIN, f Q0 (EXCLUDES AREAS DESIGNATED "FUTURE DEVELOPMENT') ~ Q \ ~ d J m (I) 420
EMBEDDED DEPTHS ARE AS FOLLOWS; PERCENTAGE TOTAL IMPERVIOUS COVERAGE: 62 % 5 gF \ c~ ~p oa ap ~ ~ ~ ~'.N r N ~ ~
/ / LEVEL SPREADER #6 \ \ CULVERT DIAMETER; MINIMUM EMBEDDED DEPTH: a < Q'Q N ~ N'0M° M ro PROJECT NO.
° o °a °p as
18" OR LESS 0.3 OWNER/DEVELOPER
24 0.4' o T 22+00 23.0 5- 7
30" 0,5' BILL WYNN xo 5 36" 0.6' CROSSWIND, LLC ti x IK9 DRAWING N0.
42" 0.T 42 1696 HAYES ROAD IMPACT #2 - PLAN VI
EW 0.8' 54"ORGREATER 1.0' CREEDMOOR, NC 27522 IMPACT #2 - PROFILE 11; 33
SCALE: 1" = 40' HORIZONTAL SCALE: 1 " = 4'

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PROFILE -BLUEBONNET DRIVE )RIVE osGo7o
DRAWIN NO.
SCALE: 140' HOR.
L 1' = 4' VERT.

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TANGENT =108.21' Rl L13 o ARC LENGTH = 211,56' O ~
RADIUS = 408.82' Z , , ~ az
o° Rl ~ ~ END CONSTRUCTION
HEATHER LANE ~ - - '~J ~
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PROFILE - HEATHER LANE_ DRAWING NO.
SCALE: 1" = 40' HOR. 6
1" = 4` VERT.
J

TEMPORARY GRAVEL &RIPRAP FILTER-BERM BASIN TABLE
BASIN DRAINAGE Cc Tc 110 010 CFS MIN, REQ. SURFACE AREA MIN. REQ. PROVIDED VOL
AREA (MIN) (INIHR) ( )SURF. AREA(SF) PROVIDED(SF) STOR. VOL.(CF & DIMENSIONS
BASIN 1 026 AC 0,75 5 7.5 1,46 637 675 468 15'x45'x3' = 2,025 CF BASIN 2 0.32 AC 0.75 5 7.5 1.80 784 867 576 16'x48'x3' = 2,304 CF ~ m
BASIN 3 138 AC 0,75 7.5 7.5 7.76 3,381 3,468 2,484 34'x102'x3' =10,404 CF LEGEND ~
BASIN 4 D.61 AC 0,75 5 7.5 3.43 1,495 1,496 1,098 23'x69'x3' = 4,761 CF 1 DETAIL REFERENCE FLAG ~JTUDETAILNUMBER c W
SEE DETAIL. TEMPORARY GRAVEL 8 RIPRAP FILTER-BERM BASIN ~ DSHEET # DETAIL IS LOCATED ~ a
37o r~'PROPOSEDCONTOUR o 0 LIMIT OF GRADING
.-37o EXISTING CONTOUR
PIPE SIZE CHART LEVEL SPREADERS CO ROOF DRAIN CLEANOUT ~ PVC ROOF DRAIN PIPING o (1 % MIN. SLOPE ON ALL ROOF DRAINS) a
PIPE SIZE LENGTH SLOPE 010 CFS V10 RIP RAP ZONE DIRECTION OF DRAINAGE °
( ) (L x W X H) ENTRANCE WIDTN END WIDTH DEPTH LENGTH 1 18" 52' 0.40% 1,86 3,1 6' x 4,5' x 12" 1 I~1 (F?} Q SEE NOTE #5 REFERENCE FLAG w
2 18" 52' 0.40% 1,07 3.0 6' x 4.5' x 12" 1 1 10 3 0,5 20 DA DRAINAGE AREA Q Z
O(10} TEN YEAR PEAK STORM DISCHARGE ~ 0
CHANNELS H ~ 1510°/aP REINFORCED CONCRETE PIPE Z j @ AT 1% GRADIENT OF PIPE ~ W
350.75+ PROPOSED SPOT ELEVATION ~ ~
CHANNEL DRAINAGE Cc 010 (CFS) SLOPE LINING AREA (AC.) 0 FFE=382.00 FINISHED FLOOR ELEVATION ~
A 1,17 0.35 3,1 6.0% SEED, NORTH AMERICAN GREEN P30D HP HIGH POINT z W
B 026 0.75 1.5 6.0% SEED, NORTH AMERICAN GREEN P300 C 020 0,75 1.1 6,0% SEED, NORTH AMERICAN GREEN S75 BC BOTTOM OF CURB ELEVATION ° U
D 0,59 0.75 3.3 2,0% SEED, NORTH AMERICAN GREEN S75 TC TOP OF CURB ELEVATION Z a
E 0.39 0,75 2.2 6.0% SEED, NORTH AMERICAN GREEN P300 F 0.20 0.75 1.1 6,0% SEED, NORTH AMERICAN GREEN S75 RIM RIM ELEVATION a
G 0.59 0,75 3.3 2.0% SEED, NORTH AMERICAN GREEN S75 INV. INVERT ELEVATION DRAIN INLET WITH TEMPORARY INLET N
H 1.17 0.35 3,1 6.0°/o SEED, NORTH AMERICAN GREEN S75 PROTECTION ATALL DRAIN INLETS AND
I 0.26 0.75 1,5 8.0% SEED, NORTH AMERICAN GREEN S75 J 1.18 0.75 6.6 5.0% SEED, NORTH AMERICAN GREEN P300 CURB INLETS
F-PROPOSED TREELINE (CLEARING LIMIT) z w ° w
EXISTING TREELINE ~ ~ _ ~ z z it ~F s 0.i w°J°OW~°m
iii RP•RAPAPRON g w >c~ipc~i~''rc~O N ° 7 z ZW-W-~N~$1LL.0
EROSION CONTROL SEQUENCE Nf ~'i 0 a ~ F > C7 F zo~=z~a~~~WF SEDIMENT BASIN QHZ ~ ° W a ° ' ~
~ ~W ~ 3~~d~~3~~~N~'
1.OBTAIN GRADING PERMIT. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION, - CON x~(7 a Sw~gaioomz~ STRUCTIONLIMITS ~]z z o°zw°~i°=Www
2. CONTACT EROSION CONTROL OFFICER AT [phone] FOR ONSITE PRECONSTRUCTION CONFERENCE. ~v~F S z~~N -N ?ID s °KF.-XW7u. ROCK CHECKWlSILTBASIN j ~ °zciig°w~LLJQZ°
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES SHOWN ON THIS PLAN, a ~ ° 5~a ~~~¢a~o z a<°~~~~oZNF
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXITS. ALL CONSTRUCTION TRAFFIC MUST EXIT THE PROPERTY AT THIS LOCATION. 5. INSTALL ALL SILT FENCES. JUTE MATTING U 0 aNZZypa3o~~ w
6, INSTALL ALL LEVEL SPREADERS, SEED AND STABILIZE THEM. NWWC72NO~FSy STORM DRAINAGE t~ ~ w 5~ 3m z o 0
7. INSTALL AND STABILIZE TEMPORARY DIVERSION DITCH.
B. INSTALL ALL TEMPORARY GRAVEL AND RIPRAP FILTER-BERM BASINS, INSTALL SILT FENCE BELOW AS SHOWN, PROMPTLY SEED AND STABILIZE AR OUND , SILT FENCE OUTLET
bAM AND EXTERIOR OF BASINS. 9. CONSTRUCT AND LINE CHANNELS. SEED AND STABLIZE THEM. \ D - SF - SILT FENCE w
10. CONSTRUCT ALL PERMANENT CHANNELS INDICATED. LINE THEM WITH NORTH AMERICAN GREEN LINERS PER DETAIL. REF , ER TO GRADING PLAN FOR FINISHED N
CHANNEL CONTOURS. INSTALL TEMP. CHECK DAMS. \ ~ ~ ---I~ TEMPORARY SILT DITCH (TSD) F ~
11. CONTACT EROSION CONTROL OFFICER AT 919 791.4200 FOR ONSITE INSPECTION. O ~ 12. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL INSTRUCTED OTHERWISE, NO DISTURBED AREA IS TO BE LEFT WIT U7 U N 000 ~ of
HO ~ PROTECTIVE COVER MULCH 1 ~ ~ ( ~ OR STRAWlTACK) FOR MORE THAN 15 WORKING DAYS OR 30 CALENDAR DAYS. ~ ~ 0 o PIPE INLET PROTECTION = a 0 o U
13. GRADE THE ENTIRE SITE PER THE GRADING PLAN, INSTALL ALL STORM DRAINAGE AND RIPRAP PER THE GRADING PLAN. PROMP ' ~ 1 TLYINSTALLINLET , i, ~
PROTECTION AT ALL ONSITE STORM DRAINAGE IN r - ! ~ 35 ~ ~ . LETS, ~ t ~ DITCH BLOCK w ~ w w
14. PREPARE ROAD SUBGRADE WITH PROPER SOIL TO ° ' ~ ~ NCDOT SPECIFICATIONS, COMPACT TO 96 /o STANDARD PROCTOR. PERFORM ALL PAVING PER PLANS AND ! ! ~ ~ I i \ NCDOT SPECIFICATIONS. COMPLETE CONSTRUCTION. r! ~ ~ ~ ` z a
! 1 i 15, FINE GRADE, SEED, LIME, MULCH, AND STABILIZE ALL DISTURBED AREAS. - - ~ ' ' ROCIt CHECK DAM Z ~d w ~ }
16, WHEN THE SITE IS STABILIZED AND VEGETATION IS rr l ~ ~ ~ , ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919-571.4700 FOR ONSITE INSPECTION. r , ~ j~~~,\ , U U m
OBTAIN APPROVAL , 2' ~ ~ m ' 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE, INLET PROTECTION, AND SEDIMENT BASINS. 1 t j vN " PH > > Z WO
r 0,_ FINE GRADE, SEED, AND STABILIZE THESE AREAS AS NEEDED, SEED AND STABILIZE ANY REMAINING DISTURBED AREAS, ~ ~ ~ ~ 2 + PH tr Y RJ VII 0__ a~ a m p N ~
' \ \ ;.PHASE 18. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919.571.47 ! r • \ ~ ON 00 FOR ONSITE INSPECTION. , 34 \ ~ ~ \ E `pHASEON
OBTAIN FINAL APPROVAL. ' 25'x50' TEMPORARY ` ` ` ` ` , \ ~ ~ E
' ' STONE CON T ~ ~ ~ ~ ~ ~ ~ r , S RUCTION ~ ~ ' ENTRANCElEXIT ~ ~ ~ ~ 1 \ ~ ~ y ~ ~ ,o~n t~ CA~Op
' SEE DETAIL ~ ~ i o V~rowrlerrs G~ ~'F ~O 0 ~ d r"s y1~' a''a ^ f\\ w~ ~ ~E~~>fC eo a
! \ I
r a \ , j 50 TAR PAMLICO \ ~ SE,~~
r ~ . f 1 W ~ ~ STREAM BUFFER iAR-PAMLICO SEAM BUFFER w
r 3 J qq \ ~ ,EACH SIDE OF ;H SIDE OF ~ l0 I 0 ~ ''o ~
i / PIKE #2 2 ~ ' ~ \ 1 ~ r ~V , ,~eP
r ~ / 18" RCP ~ i i Q 44 ~ ~ r s I t. I s STA 1 , r 0 28.2 8 e ~ ~ \
~ f 9 ~ C ~ ~ U~ ,y tiq ~ t~ q~'Y,y ~ ~ l q h ~ ~ ~ y\
q o ~ ~ ~ PHASE TWO
~ Q ~ \ ~ \ - PHASE ONE ' ,
' i ~ N 1 ~ Z , r Q ' C 6 ~ ~ \ \ ~ l I \ \ \ ~ ~ ; 1 (0
,1 s~ A
~ 45z s ~ ~ ~I ~ ~ m
~ ~ \ ,~r \
' ~ ~ 9 - r~ 29 \
r- , ~ / ~ ~ / W ~ \
~ ~ a ~ ; ' + 10 a ~ ~ rt. ~ X
\ .j _ ~ s E
r - _ - ~ y2 1 , ~ ~ ~ ROC ~ K CHECK
I I ; _ u - 5p \ DAM (TYP.) i \ \ , ~ 24 ~ ~ \ 50' TAR~PAMI,ICO - m m' 0 ~ ~ M \ ~ ST EAM ~ L \ ~ , ~ 4 ~ R BUFFER w i. p. ~ I U N N CO ~
i t _ . ~ ~ - ~ CLEARING ~ \ ~ ~ 23 0~ EACH SIDE OF ~ - ~ m 0,, : ~p ~ ~ LIMITS A ~ ~ ~ ~ A At~K ~ ~ i ~ N C
~ ~ 11 , - ~ 7~ I I ~ Q ~
, I a EXISTIN ~ ~ - , ~ G - / _ I M - ~ ~ I +r z y
b ~i ~ ~ R~OND ~ A _ _ V ~V I ~ _ A ~ i ~ ~ li~ 0~0~
- I , I ! ~ - r - _ i _ ~ , N ~ ~ . I, - O
12 I ~ ~ A , I 0 ter. _ _ S ~ A \ ~ , r- U O N A N ~ ~ ~ ~ 0
~ - ~ . ~ - NAG S75 ~ ~ ~ O N ~ ` ,
I ~ , ~ , _ _ ~ ~ 1 0=0
- . J-~ ~ _ _ 13 _ . 1
v _ ~ _ -
- _ _ 14 _ _..i' / / 1 ~ r~• 1 j" ~ ~ '
I 1 ~ j ~ ~ 15
I , _ 5 ` I i - - _ - _ ~a' , , s , ~ ,
' ` t i ~ - _ _ _ . . _ _ 50 TAR-PAM61C0-" ~ ~ I + - - _ ~ STREA1v1 BUFFER. _ ~ ~ ~ ~ I i ~ ~ ~ ' 16 l ,
i I - -EACH SIDE OF ~ ~I i ~ ~ _ ~ ,
I \ _ _ _ BANK ~ , i , ~ ~ ~ _ _ ~ \ 0 21 ; ~ ~ 18 ~ ~ , w_ _ i ~ i ~ r
ti ~ ~ _ _ , 1 1 _ ' ~ . - ; i - i A 0~ ~ ,
i , ~ _ t ,
i ~ - _ ' r ' \ _ _
i LEVEL o - _ _ ~ - _ - _ ~ X ~ ,
' 6 ~ ~ 5 \ SPREADER 1 A~ ~ , I ~ X ~ ~ - ~ ~ ~ ~ ~ U __y0- ~ _ _ ~ ~ 9 `9 ROCKGHECK ~ Z
'i ~ CHANNEL I 20' W DRAINAGE. 1 ~ \ ~ NAGS75 ~ EASEMENT . _ - . - OAZ2 ~--DAM (TYP,~ _ ~ ,
~I ~ N V ~ _ ~ ~ \ - . ~ U
i i Z TYPE A BASIN ~ \ ` \ ~ ~ ~ ROCK CHECK ~ _ ~ SEE DETAIL, T i. ri ~ ` OAM (TYP.) F DRAINAG~ASMEN~ _ \ m _ _ _
- ~ _ J
~ \ 436.29' ` _ - . ~ ~ y_~ ~ ~ - 1 ~ . ~
N ~ CHANNEL H ~ ' ~ ~ ~ z z . \
' DITCH 0 0 v ~ ~ ~SiN i" k2 \ ~ ~ G ` ` ~ ~ ~ BLOCK ~lA Q _ _ NAG S75 y~ . \ ~ ~ .J i ' ~ \ - ~ J
~ ,
~ ~ ~ , ~ A ~ \ \ s ~ O , ~ Q ~
. ~ ' ~o ~ ~ \ ~ i - Wo
- , _ j SF^N' ~ 'NN~~P CLEARING 1 ` tY H z
~ CNP ~ ~ / rw~ G p300 LIMITS / f NA ~ I ~ t W z U \ v/ U W -
U, 2 ~ - t PIPE #1 ~ ~ ~ ~ Z z ~ ~ o W w
1.18" RCP _ ~ ~ ~T~~ o~
} ~ STA 10=28 C0 \ ~ ~ , ~1 I ( w.L ~ 0 SQ WO ~ ~ F ~
25'x50' TEMPORARY ' i ` _ 1 ~ \ ~ _ STONE CONSTRUCTIO 1 , ~ - W a m H
ENTRANCElEXIT 1 , '•t ~
SEE DETAIL 1 ~ ~ \
~ ~ ~ PROJECT N0.
1~ , ~ \ \
V 5- 7
t ~ ~ i ` DRAWING NO.
7

TYPE 1 LEVEL SPREADER (Q10 = OCFS - SCFS)
POOL POOL CHANNEL
SECTION BASEWIDTH DEPTH BASEWIDTH
A 3•
g 3' 1 p, NOTE: i
C 2.5' 0.8' ADDITIONAL R(W MAY B E REQUIRE
D 2' 0.6' TO ACCOMMODATE TAPERS TURN
LANES, AND MEDIAN ISLANDS. TYPE 2 LEVEL SPREADER (Q10 = 5CFS -10CFS) m
POOL POOL CHANNEL W
SECTION BASEWIDTH DEPTH BASEWIDTH W H
A 5' 7 O
B 5' 1.0' 0 C 5' O,g. 50' TAPER 50'-0"
D 3' 0,T (REQUIRED FOR W LE NCDOT RIGHT OF WAY
SS THAN 26 ) 6')
TYPE 3 LEVEL SPREADER (Q10 =10CFS • 23 CFS) , . 1 8 -0" 20'-0"
10 POOL POOL CHANNEL SHOULDER 8'-O" 6,-On Z
SECTION BASEWIDTH DEPTH BASEWIDTH R=30' _ PAVEMENT SHOULDER DITCH 0
A 30' MIN. R-30 SIGHT TRIANGLE e ~ ~ 10 RNV _ - (TYP.)
1.0 - R/tA/ n 1/4" /FT 1 n W 1 PER FT /4 /FT "
D a' 0.7' _ * LOPE PE
5 4.~ *SLO
EDGE OF PAVEMENT
STOP EDGE OF PAVEMENT I~ m *_iE6B9lL~ MAX, SLOp.~ 2
ILL ~ LEVEL 2:1 ROLLING 2:1
ILLS I~ ° EXISTING ROAD HILLY 1_21 "
IQ o EDGE OF PAVEMENT 0-6 O~ d' M N ~ O
I~ z EDGE OF PAVEMENT
Igo CHANNEL I OLL WWWm
BASEWIDTH 1' NOTE: PERMANENT DRAINAGE EASEMENTS MAY B ¦-=-i I E REQUIRED TO ACCOMMODATE DRAINAGE BE C/1 ul~ ¢ZZC~T ! CYi sz oow~°} wo zm
EXISTING YOND THE RIGHT-OF- GROUND I WAY. Wj }cFip~~-'~a0 USE FOR APPLEWOOD DRIVE o ~ Z ZZ w- w- m~ ~ z
I TOP OF 8 _ _ _ _ _ _ r..---r'- ERM TO BE 1' MIN, ABOVE N ~i 0 QC~h} _~pu.0 F a' 2 ~ m F
~y VAR. (.4' MIN.} ( ©~'`J7~ ~ LLWLLU~QwwOa~ h 3~C~W ;~=LL mF ii ~C7 ¢ Sa,yW J}'osi~
2.5' 2.2' I 1 2 OFACSCSF9.SA ~ LLa~~~ZBmmaw NCDOT SPECIFICATIONS sTSC oR Aec ~ Z a z W ~ o Z°- W w=
i RECOMMENDED ROAD CONNECTION ..V1a ~ z~=0~~F--NXW~LL
I 8" ~ ~ C Oz UZOW ~LL JQ~ 2 AGGREGATE BASE COURSE ~ ~ ° ~ g ~ ~ ~ a NCDOT SPECIFICATIONS o g ~ ~ > W~ o'
I V Q >Nww~UFE-Om~ U ywmZOgp3<=~
i NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL COLLECTOR ROAC AND -z~zz==iozw k~:,wS~3mz0°
~ EXISTING STATE MAINTAINED ROAD WITHOUT CURB
LEVEL SPREADER THRESHOLD AND GUTTER RESID ENTI AL CO LL ECT ~ OR ROA
IN BACKGROUND. LEVEL SPREADER THRESHOLD. FINE GRADE, LIME SEED 8 MUL S D Qo 00
SECTION "A.. cH TOP CONDITION CHANNEL, SIDESLOPES, ~ BERM. W N T
LINE CHANNEL BASE & SIDESLOPES ~ N F ~ I-
WS NORTH AMERICAN GREEN P300. SEE CHANNEL LINER U N d
INSTALLATION DETAIL. TYPI CAL M ~ ~ S W
AJO R INT ERSE CTIO N ~~m
,LL ILL ~ a W ~ W W
Im° 2 ~
IQ o 50'-0" z w ~ }
I~ Z NCDOT RIGHT OF WAY ~ ~ m
I~° 'a ~ 3
POOL I BASEWIDTH 3' I GRADE AND COMPACT A LEVEL THRESHOLD, , n 1 ~S &Y 3 a 6 -0 " ~ ~ ~ 18-0 n a~ am o-, ~
I SURVEY THRESHOLD, TO CONFIRM THRESHOLD 6'-0 5 -0" SHOULDER PAVEMENT
EXISTIN I IS LEVEL ALONG ITS' ENTIRE LENGTH. LIME, SHOULDER DITCH
G GROUND I SEED, & MULCH THRESHOLD. VAR, 6'-0" 8'-0' ggqti: B,.
I DIFFUSED FLOW OVERTHRE PAVEMENT SHOULDE 5'-0" " PER FT. 1/4" /FT 1/4" /FT q 1 n ~,0~~1~~~i l.hifj~ ocpAO
SHOLD DURING STORMS, R Pool WIDTH WIDTH PE ^o°Q~L~~/v°o°°~ren *SLp 3. fSL0P a a ~4 ~V ~ ~
DEPTH I ~ i e [ o
I a • J[~~ 4$ a P ~ ^ ~
FINE GRADE, LIME, I SEED, 8 MULCH LEVEL + 25 0 1545 a -Tf.669IL'I MAX• SLOPS e92' 1C~ ~ZZ . 2 o h ,5/ LEVEL 2.1 m~ 5,,~ 1 l o
SPREADER 8 SIDESLOPES. SECTIONS "B" "C° & ROLLING 2;1 °'e~,e sa~p°` o®
' ' +,16 0.02 -0.02 +.OB HILLY . ~ R~`~'ee~ 1 /z.1 a PA ~o p'_ n
-o.oa
r8
USE FOR HARVEST COURT, EMPIRE ~
^•25 COURT, FIRESIDE LANE, CIDER CO H ~ CINNAMON COURT APP URT, ~ co
LE BLOS SOM CIRCLE, & WINSTON WAY ~
~ M ~ 1 2" ~ ~ OF ACSC SF 9.SA NCDOT SPECIFICA srec oR Aec ~
4' BASEWIDTH 5~_0~ TIONS = ~
2 8" AGGREG W ~ ATE BASE COURSE NCDOT SPECIFI ~
3•y 3,1 1' MIN, CATIONS ~
o~ x ~ ~~~i
~ o~ E
FINE GRADE, SEED a MUl DRNE CH CHANNEL FLOOR & I WAY S DESLOPES. ' VR NO UT GRA DES C 00 U 0 ~~M L
INSTALL 10 WIDE NORTH AMERICAN GREEN S75 LINER. SEE CHANNEL LINER INSTALLATION DETAIL. LOC ~ ~N~~, AL R ESI D E NTI AL ROA D
E5TABLISH DENSE STAND OF 3"TALL GRASS. QNfO,C SUN ~
SEE SEEDING SCHEDULE. M f0?r
6' WIDE TIMBER CHECK DAM. (IF NEEDED TO ACHIEVE 4% MAX. SLOPE.} 0 ~
CLASS A RIPRAP 6' LONG X 4" HIGH X 6 WIDE, 4% MAX, (IF NEEDED.} a~~ E P oo~E
2% TYP, 4% MAX. U o` ai O ~
2% TYP. OyU
4% MAX. 0=~ ~--2~
2% TYP.
CARRY RIPRAP UP 1 MIN. 2' MIN. SIDES OF SPILLWAY `~s. Sp.
TIMBER AND RIPRAP CHECKDAMS ARE USED ONLY WHERE NEEDED TO MIN. BERM ELEVATION 1' MINIMUM
KEEP CHANNEL SLOPES UNDER 4%, IF THE CHANNEL MAY BE BUILT FAO FREEBOARD P
FLATTER THAN 4% WITHOUT THESE CHECKD ~ MAX. STORMWATER AMS, THEN THE CHECKDAMS CAPACITY ARE NOT NEEDED,
#5 WASHED STONE SEE STORMWATER MANAGEMEN
T TABLE AND PLAN FOR REQUIRED LENGTH OF GRASS SWALES. FLOOD STORAGE ZONE ' 3 MIN. 4' MIN
~0 A
T F Y P VU A L E
1.5' MAX. , NOT TO SCALE. SEDIMENT DEPTH II #1 RIP-RAP 5 ~s' 2
BASIN IS TO BE CLEANED WHEN 8' MIN. FILTER FABRIC s 'ER FABRIC U
SEDIMENT REACHES THIS LEVEL 1' MIN. ~J Z s
15' MIN. 13.5' 18'
SECTION THRU BASIN AND FILTER Z
EXTEND CLASS 1 RIPRAP 0
UP SPILLWAY SIDESLOPES 4--- 5 U
10' MIN. FLOW R/W W J
_J ~
1' MIN. FREE BOARD ~ 1r 3' r Z
~r A L
~ sepl p~T MENT 1' 3 MIN. 35 6' S' MIN U
/ E9 r 3 o a VAR Q
~ RTN r #5 WASHED STONE eFRM L1J o
I~i~lt~l~lt~l ~%I/
7' TYP. W ~ z rr~~ V _ } dJ W
SECTION THRU BERM AND FILTER Z_ 3 ~Q
PERSPECTIVE VIEW W u' ~ J ~
w N 0 Q ~ F- Q 1 PER f7 3;1 LOPE ` ~ Q T W O
TYPE B S a J m ~
H 0~
rtLTER-BERM BASIN SECTION AA
PROJECT NO.
05-070
SYMMETRICAL CUL-DE-SAC DRAWING NO.
8

4-B' Dlametar Rlpmp Spillway
INSTALL ROCK OUTLET AT LOW POINTS ALONG LENGTH
SILT FENCE, AND IN LOCATIONS SHOWN ON THE _a ~ 0 Q ~ o PLAN, I I-I , 0 Q Q Q t' Min. 2:1 w Q y a y a y O>_ - 0 0 Q o f III-
- 0 O O u v v u u v 0 0 0 0- 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES STRUCTURAL STONE SHALL BE(CLASS"B")STONE i-II h Q Q 0 U Q 0 0 0 C' Q a 0 0 - N c _ (=III-I I DEEP OVER A V NOTES: FOREROSIO ONTROLPURPOSES. _ _ -~aOQOQOUOaOQC'QOaOaO 0 0 0 C= - - D ERSE SOIL CONDITIONS, IF AVAILABLE. ~ m NOTES: a' pC MAX -'1
TR -III-III-I, 0 0 a o ~ - - SEDIMENT CON OL STONE SHALL BE N0.5OR N0.57 Q Q Q U Q I-I I (-I I I- r ° 3 0
NCDOTWASHEDSTONE. - 0 0 0 0 00000000000000- 2,) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1) TOTAL I I~ I I-III- _ - _ noooooooooos-III=III-il 1) TOTAL DRAINAGE AREA FLOWING 1 0 0 0 0" W F-
SILT FENCEWITHOUTROCKOUTLETSHASACAPACITY -III=I I=III~0000000000000000000~ - - 3,) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS FENCE I III-I I I I- oFU4DRAINAGEAOREPERt00LFFENCE, _ _ _ =00000000000000400` _ - - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 2 SILT FE FENCE MAY NOT EXCEED 1 ACRE. Q T t:ENC6 ° 0 0
SEDIMENTCONTROLSTONE I, ,III-III-III ) WI H R ~1 i1 !1 r1 rl n n f7-I I (-III-III-I I SILT FENCE T OCKOUTLETSAT104'SPACINGHAS " S1L 2) SILT FENCES SHOULD NOT BE
EXCAVATE SMALL PIT SEDIMENTCONTROLSTONE ACAPAGITVOFIl2DRAINAGEACREPER108LFFENCE. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE USED A' INFRONTOFROCKOUTLET. SILT FENCE Exlet(n Ch nn ~ UNIFORMLY AND MIX WITH SOIL (SEE BELOW*}. AREAS I USED AT PIPE OUTLETS OR IN 4 AREAS OF CONCENTRATED FLOW ~ ~ I I~ FLOW OF WATER ~ o
m F g a al Banks (CREEKS, DITCHLINES, SWALES ~ ~ ~ ~ ~ RIP-RAP o a
o ~ 5. CONTINUE TIL (CREEK! d a ) LAGE UNTIL AWELL-PULVERIZED, FIRM ~'C,) SILT FENCE s' SILT FENCE The downstream toe of the mane inter moat to REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, ETC.) ~ I~ I P1T o 3 ~ STORAGE o 0
wider than the Top width of the epllhvay to te'MIN, prevent ouHlaw eroding the channel tanks, 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER p1MENj o ~ p`~ SE ~ Z
tr a'MAx. SEEDING. TOINCREASI to^MIN. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK PROLONG TI F~ o ~ TO INCREASE STORAGE CAPACITY AND o0
' 3' MAX, ~ 18 MIN. Min Top of Bens or Channel 7.} MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. IS GENERAL PROLONG THE LIFE OF THE SILT FENCE, IT 3 1 0 ~ ~
t2^+r• SEDIMENT P IS GENERALLY ADVISABLE TO DIG A ~ 3 ° ~ w W SEDIMENT PIT IN FRONT OF YOUR SILT ~ ~ ~
H 1' Mln, J U U FENCE WHEI t2"+l STRUCTURAL STONE ,J 0 0 0 G Crest of spillway 8•) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR FENCE WHENEVER POSSIBLE. PAIN o U
EXISTING GRADE z
t'D(ameterwoehed JJOOOOOOOOOU'l. RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF T Stone FlRer t' Thick ~ ~ ~ ~ ~ n n n l) n STAND SHOULD BE OVER 80% DAMAGED, REESTABLISH FOLLOWING -12 GAUGE 4"X4" OR 2"X4" WELDED WIRE TAIL DITCH o
EMPORAR SILT FENCE J ° o Y a as JJO°0°00°°o°r tD 0 0 0 0 0 0 0 ~ ORIGINAL LIME, FERTILIZER AND SEEDING RATES, JC°aaaoaooo0o00. HOOKED ONTO PERFORMED CHANNELS ON FLARED END SECTION (LENGTH AS REQUIRED) z
ROCK OUTLET .J°a°°°°°a°° 0 t~ Q O o 0 0 0 Q 0. 3:, Sia .'o°o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 °o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 0 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT STEEL POSTS. (NO WOOD POSTS) ~ w
o°o°o°o°0°"'0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o°o°0°~'0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, RIP-RAP a ° ULTRAVIOLET RESISTANT (BLACK) MIRIFI
UPSTREAM END OF „o~o~o°o,°,o°°~jrOnOnOn0~0000000000000nOn0~On0~ FABRIC OR EQUIVALENT SECURED TO WIRE ~ to ~t M N o
STORM DRNN OVERFLOW 0 0 0 0 0 0 0 0 0, t' Min, * APPLY. AGRICULTURAL LIMESTONE - 2 TONS ACRES 3 TONS Cutoff trench Dackfliled wi*h , Q n o n 0 r / ( / ° W/ METAL CLIPS OR WIRE AT 8" OFF
atone to Be flfter Into ~ ACRE IN CLAY SOILS) CENTER. FLOW ° b p ..r
e ' , ~ 1/3 PIPE eKleting ground and prevent FERTILIZER - 1 000 lbs. ACRE - - - taiure, ~ 10 10 10 NO :ALL PARTVILLY COMPLETED STORM ORAINS e ` ':o DIAMETER SHALL BE PROTECTED AT THE END OF SUPERPHOSPHATE- 500 Ibs> A R - ZLL WOWf/j y0 ~ZfO ~~S O:Z OpW~p}
EACH DAY IN ACCORDANCE WITH THESE e, 'p, 2' Mln, ~ C E 20% ANALYSIS DETNIS ~ >e . • e •o MULCH -2 TONS /ACRE -SMALL GRAIN STRAW MAX. SEDIMENT STORAGE LEVEL, REMOVE SECTION a W a F z ~ ~ w° ~ o
. • ' ' • SECTION ANOTHER -ASPHALT EMULSION ®300 GALS. ACRE ' / ° FILTER FABRIC o W z wp0~' ~J~'gz ° SEDIMENT WHEN THIS LEVEL IS REACHED OR o z o ~ ~ ~ } y ~ o LL o ° N f• ~ 6 urJ F ° ° AS DIRECTED BY CONSERVATION INSPECTOR. RIPRAP ~ F ~ ~ ° w = ~ > Z ~ J W
~ i e' I ° ES WLL~
BURY BOTTOM SEEDB ED PREPARATIO N OF PLYWOOD TEMPORARY CHECK DA i~ ° ° _ . SEEDING SCHED x z ~ go~~o~8°oQW
M I ° ° TRENCH, COVER W/ SOIL & TAMP BACKFILL. ~~f~ z ozwo~zo=Ww ~ `o ~
3/4" EXTERIOR SHEET DRAINAGE ON Y REVISED: 1-1-86 a 3 gc7iox~~a~'o 0 Z oaoWO:~~~zyF
PLYWOOD _ U >u,W ~~J o a - NATURAL GRADE Shoulders Side Ditches Slo es Max 3:1 Q
STEEL FENCE PLYWOOD INLET PROTECTION 3 „ ~ rnZUZZNO~]OKW CARRY APPROX.12 OF FABRIC INTO t» w 5 ~ i~ m z o 0
POST {1YP.) O Z DATE TYPE z PLANTING RATE
UPSTREAM END OF OVERFLOW ~ ~ STORM DRAIN ~ ° w
N u u II CLASS 1 RIP RAP SEE SECTION THRU BASIN N Au 15 - Nov 1 Tall Fescue a °
ii ii ii ( BELOW) - CARRY 6" OF WIRE TNT g 300 Ibs/acre 0 N 0 TRENCH. Nov 1 - Mar 1 Tall Fescue w 300 Ibs/acre ~
II II II e ~ 1/3 PIPE F~ II a II . o > DIAMETER OW STEEL POSTS ®8 O.C. MAX.. NO WOOD POSTS & Abruzzi R e ~ N ( ) y 251bs/acre ~
I •o ~ a ' • ~ e, ~ ~ Na Mar 1 -Apr 15 Tall Fescue 300 Ibs/acre ~ w
De > ' ~ , Apr 15 -Jun 30 Hulled Common Bermuda rass ~ a ~ 9 25 Ibs/acre =
WASHED STONE FlLTER p' ' •p'' ''b INVERT C 1 IP RAP HEADWALL ACROSS PIPE INLET e ~ PIPE Jul 1 -Aug 15 Tall Fescue and 120 Ibs/acre ~ TEMPORARY I ~
S LT FENCE ***Browntop Millet 35 Ibs/acre a ~ w
j r~H r'H rJH I ~ / ***or Sorghum-Sudon Hybrids 30 Ibs/acre z cw7
( ( HARDWARE CLOTH ~ z
llll 111 1 , I sFD lllllllll! i , Irk ~ #5 WA D STONE, 1 THICK X 3 HIGH MIN. W ~ Slopes (3:1 to 2:1) ~ ~ m
ENP STO RAGE AREA -r'` w w z w
STONE FILTER INLET PROTECTION NOTES: Mar 1 -Jun 1 Serice o d o Y Q a Lespedeza (scarified) 50 Ibs/acre ~ ~ ~ Y ~ ~ ~
A. WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM.
PIPE INLET PROTECTION IF THE ADJOINING ROADWAY IS WIDER THAN 25', THEN (Mar 1 -Apr 15) Add Tall fescue 120 Ibs/acre THE WASHED STONE SHALL BE AS WIDE AS THE (Mar 1 -Jun 30) Or Add Wee in Love rass
ADJOINING ROADWAY. P 9 9 10 Ibs/acre eac
B, TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE (Mar 1 -Jun 30) Or Add Hulled Common 8ermudagrass 25 Ibs/acre ae°~?~ Fgp+9
PERSPECTIVE VIEW TRUCKS I nnn ~A~a S TO BE PROVIDED. Jun 1 -Sep 1 ***Tall Fescue and 0 Q~ ~e~*o. If ~ 120 Ibs/acre o ~ ~ °°a ~~es' C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR wa ~ ~E~$fQ .y
Browntop Millet 35 Ibs/acre e ~ eQ MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. r 4 ° ~tl
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL ***or Sorghum-Sudan Hybrids 30 Ibs/acre $ ~ m ~ PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO Se 1 -Mar 1 •
TYPICAL CHANNEL LINER INSTALLATION AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT STREETS. PERIODIC TOP DRESSING WITH STONE p Sericea Lespedeza (unhulled-unscarified) 70 Ibs/acre ~w
(CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL WILL BE NEC Y• K and Tall Fescue 120 Ibs acre s~ ~ ESSAR , EEP SOME HANDY. / ~2~
1' 2' E. ANY MATERIAL WHICH STILL MAKES IT NT Nov 1 - m F~ ~ ° 0 0 THE ( Mar 1) Add Abruzzi Rye 25 Ibs/acre ~ A«~°°' ROAD MUST BE CLEANED UP IMMEDIATELY. °PO R~ti ,
~ NATURAL 9, A
1 5 3' GROUND (JO cm) ~ ~0{y 1 1.5 FLOW-?
FILTER FABRIC
NORTH CLASS 1 RIP-RAP ' B" DIMENSIONS ARE ~P`t OpO Consult Conservation Engineer or Soil Conservation Service for ~
AMERICAN (15 cm) MINIMUM ACCEPTABLE #57 WASHED STONE UNLESS OTHERWISE R additional information concerning other alternatives for vegetation of ~ y c0
G R E E N MAX. SEDIMENT DEPTH(CLEAN OUT POINT y, ~-t NOTED. ) GRAVEL & RIP RAP FILTER BERM BASIN DETAIL ~p~ denuded areas. The above vegetation rates are those which do well under ~ ~
J ~ 2. IS DESIGNE Q D TO PROTECT EXISTING PIPE INVERTS (t5 cm) SECTION THRU BASIN FILTER AND ~ ,J ~ CULVERT PIPE THAT DRAIN 10 ACRES OR LESS. Pd local conditi G~! N ons; other seeding rate combinations are possible. ~ M
SO' ?81
:"i:° ' r '~~N ***Temporary -Reseed according to optimum season for desired ermanent au ~ " p ~
` r 8. ' ~ 15 cm TEMPORARY HOR • . • ( ) SESHOE IN vegetotion. Do not allow temporary cover to grow over 12 in height before ~ C X
LET PROTECTIO N ~ r ~ mowing, otherwise fescue may be shaded out. .r.. p ~ ~
~ ~ ] ' ' . 5. ~ o ARC FILTE R ~ y ~+.nu. ~
r ~ ~ a ~ ,,rl) , . „ ~~J SEEDIN ~ G SCHEDU ~ LE 6 MIN ~ p ~ ~ M L
/ r f' • h V NNap ~
~NM ~ NCDOT #5 VEGETATED MAT DINER: NORTH AMERICAN GREEN P300 PN3 Q I
r 0 ' WASHED STONE ALSO SEED Y1hBERMUDAGRASS. UN C ,ai Z ~ Q~
VAgIABLE ~ _ NOTES: APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS D. E
Scm-1 .yam NOTE 2 Q~~ UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF ` 0 ~ ~
1'~ . • . 1~ SECTION 1 1 THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. ~
. , , © Steel Fence Post STA%~FD U o ~ N PLACE _ _ I_i O ~ p
' ' ' ` Wlre Fan e c ARY STONE C _ ONSTRUC - i - _ I i I_i TION - _ ~ --I-
' ' ' ' Filter Fabric ' Hardware Cloth a" ` (10cm-15cm ' On Ground -I ~ _I l l_l i l_ _ _ - - III b _ 'I I I_I I I-I I
~ • • • • Filter of 1"Diameter ENTRANCE i=====- ---I- EXIT I - - - I _I I I_I I I_I I I_I I I_I - _ _ _ _ - - - _ II III _ _ _III III
Washed Stone -III-1 I ICI I I-1 I I-1 I I~PoEn' - _ _ _ _ _ _ = I- _ ~ I I I_I I I_I I I_I I I_I _ _ _ II III III
I I=~ I I=1 I I-1 I I-1 =1 I I-1 I I- 1- 111 III I I I_I I I_I I I_ I
1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: 1 WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. ,III I I I_I I I_I I I. ' I I-III-I i I-I ~ I-
2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH Bury Wire Fence and Hardware Cbth it u:vEL SPRiACER DErwL - CROSS secnoN
WITH APPROXIMATELY 12 (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE 1 BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION s ^~:F$=°~?°°grr°t,.,•~rr::~ra~,~~;~r OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES °r'~ ems AODpD m naowor eAPEUS wODO To PROUOE uEANOEw,c
r>,nt or ~mu[nr-s~aEu SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ` ,ueouan,wr ro urm~in Axn rkuw:c EffiClf,T:Ci, PAIN DF SEDIUENt-uCEN aDUer vAncrv c E~~+ srEEl v0.e's. . v' • ? ~c~- AC00 OOSi< AT' MOT ACCJPTABIE. lll'tOUGH IN1J' TD UAATh1iZC fL0',Y ILFIGIH / / ~ ~S • • ? Ax0 1RAPPtr:C Ql1CIf,T:C1, ~i 4EGETATLV ~••TRANEITgH • ? r ?
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE d'" b 4 p~ON • IY 0~6RABE l • a ? ?
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES i~ 119 ? •
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. , 1 V ? • • ? ~ ~ ? • v • Z
4. PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (tOcm-15cm) OVERLAP. USE A DOUBLE ROW OF ,h e~eY 1R,~ enm>x ' a.n N.b o .p ner !a'r nrTAIL N:D STAPLES STAGGERED 4 10cm) APART AND 4 (10cm) ON CENTER TO SECURE BLANKETS. vs*v.na,; ran Nsuuanru. ,I • a ? • • • • • ? ? • • • ? • STABIUffO r
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY I''Y~`~ ~I'I'`' •~'~`I'A'n~•^`~~ ~ " / ~ I • • . • • / ? • a • SLOPE
12 (30cm) APART IN A 6 (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ~ ' ° • ~ • . „ Silt ~ • • . 0
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2 -5 (5cm-12,5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. Fence Sllt TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED oN TOP) EVEN Fence ' ' ~ 1~ ~ r• • ? ? • Y •
WITH THE COLORED SEAM STITCH"ON THE BLANKET BEING OVERLAPPED, End Filter Fabric Here C~ ?
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE ' ° ~ ~ • ? • Y ? ? ? • • • • • • ? J
" " 4 Mtn. ----+I ~ ' ~ . A DOUBLE ROW OF STAPLES STAGGERED 4 10cm APART AND 4 10cm ON E R VER E ' ( ) ( ) C NTE O NTIRE WIDTH OF THE CHANNEL ? ~ ~
8, THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" 30cm APART ` ~I•''~ / ( ) ~ IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. I ~ ~ , , J
A NOTE: • U' ~
B C CRmCAI P INTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED • Do,~YSO~s AND sNArE ar' TRAP AND • • ? NvwBER o~ eATRES uAY vo,Rr PRCU LE1EI. SPREADER DETUI ~ • s ~ a l_
IF NECESSARY TO ALLOW STAPLES TO SECURE THE a OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. ' ` " ` ` ' IuuSIFUOO`L DEFER 'O SCHD;ULE FOR f ~ . n DiTAt,CO Dl'pI;VAlION. 3 Z
B. PROJECTED WATER LINE ' r+:; : ' . • • . C. CHANNEL BOTTOM SIDE r ' i ~ Q ,.i CONSiRtIC710N SPECIFlCATIONS ~ ~ O
A / IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" 15 cm MAY " ~ ~ ~ U •.t I. iilE MATTBIO SHWID BE A Y/AIIIM OF A-FT. AIDE EXTF7rDY3 !INCHES OVER THE UP AND BURIED W WCItFS DEED Bi A YEATN:AL TRENCH ON THE tAM41 EDfE THE IIPPEA EDtE SHOUID BUTT ? A6WST SN001HLY CLT SOD AIO BE SECURELY HF3D 4V PIALE WTH CLOg1Y BARGED NEAYY piJi1' r n V W Z
B BE NECESSARY TO PROPERLY ANCHOR HE B NKETS. soh cun~ Pur,EO n+ nos oa~csth C T Of $ilt F eu~ r~ auu i~ naw "n oni u;o sr raE srAFyES AT , V J 3 ' NOTE: USE FABRIC THAT IS AT LEAST 4' t EH91RE THAT t~ ~ApA ter x u~ FaR uN~Rw ~AOIHO aF srarn~ Rvxa~T, Z ~ N
Beat Least j nce Must I r >Rr.":~„ ~-,~;ENOY, 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 the T AbOYe FRONT Y F~,, !tT{ r a wla~RUCT THE EE~El SPREADER aN uxasluRem sD~ HoT aH W ~ J WIDE Tp CONSTRUCT THE TRAP SO THERE ~ cnnTRUCT A W ~ _ IS ENOUGH TD BURY THE BDTTOM pND THE TIpTH ARO DEPTH a n~ °NSPIaA~DEAaN pow THE a~xaoH a~E'AWi'a ro etfND suoon+LY To ~ ~
op of the Washed ~ ~LT ~ ol•nFr. USA 1-800-772-2040 CANADA 1-800-448-2040 Stone + BUrryy Wire Fence, ~ ro onus rrn www,nagreen,com Flit$r Fabric eccnasuL nrosutnau. U Q~ ntT Ev+c~ cenFt CREATE 31DE5 AT LEAST 3' HIGH. d o~ERg RUNOFF FROH THE saREAnER ACROSS A RIOPEPIY STAB1tdED SLOPE NDT TO E%CfID = 0 O~NA7°i n~nauincOU e. iwEUAI"~aY A~FTEATMiis~coNSmucnr SMOOTH To IRFP Flow PROD CONCE1l1RAnFla ~ ~ Qy w
and Hardware . ARFa a THE ON, WPROPPoAIELY SEID AND NULCN THE ENTIRE DISNRSD O Q 11 ~ W it
Steel Fence post Set Max, 2' Apart Cloth In Trench fi:ore j, Illasuuso° oT a Silt Eeoce Oada. a Jm ~ OW CONSTRUCTION PARAMETERS
TYPE-A SEDIMENT TRAP TYPE ENTRANCE WIDTH DEPTH END WIDTH LENGTH DESIGN FLOW pR~ n,IF(`TN(1
IAIQTQI I~TI/1AIL'? Cr1Q I'11TnL.~ I IAICD ,,,_s~_.
u w ~ ~ ivv ~ ivi v~ i vi ~ ~i i vi ~ ~n rrn i I u U.o' 3 10' 0.10 CFS B 16' 0.6' 3' 20' 10.20 CFS
C 24' 0.7' 3' 30' 20.30 CFS 05-070
TYPE A BASIN 1 TYPE A BASIN
DRAWING NO,
LEVEL SPREADER 9
(PERMANENT)