20021269 Ver 1_Site Plan_20020809

Pipe Plpe Pi a Outlet Apra Sla e 1 1 I I 1
Street Name ~ %a em aeeee willow Orlve 18• 1.05 10.0' 3' 9.5' 5.5'
on9 s s. o rq, Na z vp / Pr Eta anso willow Drive 30" 9.35 20,0' 6" 5,5' ta5'
Willow Drive 45.a et Gravel 20 feet 775.77 y ~ s ~ , 04 , s ~ ~ a' , t a lf' ~ ° ~ °ta Stormy Ridge Drive 30" 6.755 20.0' 6" 10.5' S.5'
Stormy Ridge Drive .D feet Gravel is feet 1807.78 G0~`S ti s ~ ~ s ~ e Pp am »eem Deer TraU Drive 18' 6.755 10.0' 6" 9.5' 5.5' 1 1
1 •m o•. s Grovel Z S s ~ s Deer Troll Orlve 45.0 feet t8 feet 2257.79 4 „ Pa ~ e ^p ~ Stormy Ridge Driw 48" 6.755 30.0' 13" 9.5' S.5' ha Na ° sm ,eeea,e Stormy Ridge Drive 18" 1.45 10.0' 3" 9.5' 5.5'
Grovel f 4221.54 S~ u' o • ' on T ' ' ' on oA of ~ ' S Coon Hollow Loop 45.0 feet 18 ee s A of e • s. °A cf Rld a i; eee ea ro t+a 71e aaeoe.+e Stormy Ridge Drive 16" 1.05 10,0' 3" 9.5' 5.5'
~ j • ~ O ' oA of Rld a Top of ld oA o ' on , 1 ~ Reese °t"s'°'wxt Dear Trail Drive 24" 6.755 20,0' 6" 7.0' 4.0' Located off NC 276
Estella Orlve 45.0 feet Grovel 18 feet 579.68 s b ~ ~ 9 ge J' ~0 S ToA of e ' 1 eW xe. ° oa ste wuee Dyr Traq Drive 30" 7.255 20.0' 6" 10.5' S,5' i
Sadie Drive 45.0 feet Gravel 18 feet 660.28 >ss s. 1.a,9. ~ fl» x• ,a ep ao „~.ea Oeer Trod Drive 24" 3.755 20.0' 6" 7.0' 4.0'
18 feet ~ ~ 0 ~ ~ 4 of Ridge ,pc ! d pe Coyote Urt 45.G feet Gravel 1450.95 S ~ p , Stp• Cp.g an M~ a ,k eee No• r, Pt" ~ ~ deardew Drive 18` .OS 10.0' 3" 9.5' 5.5' De v e t ~ oper
g, ,,0 ~jc9. Top of Rtd °p {yjr 1. ' k ' h ep eo. ,a Poe m eerxn ClearNew Drire 30" ,755 20.0' 6" 10.5' 5.5'
Timb Ridge Drive 45.0 feet Gravel 1s feet 2so6.9o a ? F ~ r Ri ,~o ~ ~ ~ pP of Rld o c 1 k a °q'Xat° "e'°e0A°°e Sadie Dr(ve 30" 6.05 20.0' 6" 10.5' S.5' 1 o '1 ~ "0'14 aro 18" 13.25% 20,0' 6" 5.5' 1 p ~ r Coon Holow L 9.5
arview Drive 45.0 feet Gravel 18 feet 8 ) 6 •S on To Id a 0 ~ a 0 ep w ,e ep ero ~e+eea Coon Hollow loop Y1" 8.05 20.0' 6" 10,5' 5.5'
B .g /ps I.P.S ~ T a1 ~~w 0 ~ ~ "a ea re ?M 9ta ee.alot Coon Nollow Loop 3D" 6.05 8" 10,5' S.5'
Drainageway •S r ofRld ~ow ~ oA of / 9 ti •ti , Coon Holow loop 3205 Cove Creek R o a d ,~y , ,e<r~~ 21' 5 20.0' s" 1os' ss'
CP.S pn T Rid dg S T USGS Stream 5 1' °A o R/d k "ee ""t° am orb Eetello Drive i " 11.05 20.0' 5" 9,5' S.5' Wa nesville, NC 28786
9 f T0A o1 e 2 Eetego Drive i6" 1.05 10,0' 3" 9.5' S.S' ~e~e~ 7 7 Burnette Cove Road Canton NC 28716
$ 0 NAIL o 9e s 0 , 3fT In Small stream Not on USGS Map 58. on 10A of R! • ~ rt 24" 7,755 .0,0 6 7.0' 4.0' ~ e" ~ ~ Tlmba Ridge Drive 18" 10.05 20.0' 6" 9.5' 8 8 8 - 9 2 6 -16 9 5
F ~ O CAT N .9 ' ALO o ~A. 'oy / „ ~ rpxa u Tknber Ridge Drive 24` iD,05 20.0' 8" 7.0' 4.0' -
OC 7 San rp Hf A E' Rfd e o AR .e, M .Q , 3~ , INC .p$ a w, p 2 ~ ~26 888 507-4175 ,hy C ~ ru ew m scow Coon Hollow loop 18" 5.05 10.0' 6' 9.5' S,5'
P~ 90¢ n rop of yd$e w~ USGS Streams ore streams that are shown on USGS mops F e 5 aq.,33 h. xau, h» ero e.aee Stormy Ridge Drive f8" 1•DS 10.0' 6" 9,5' S.5' 8 2 8 - 2 3 5 - 8191
as blue lines. y RfD D on USGS Streams are existing small streams that are not k T ap ofT 83 lee lk.1TA se e,iss Coon Hollow loop 18" 1.D5 10 0' 6" 8.5' S.5' e 1 e
USGS maps. 0 pA ldge ldge ~ a son n ~neer~n ervices nc, on' 1g+tnyfbe Hogo of
Drainageways are treams but are natural swales g at carcy storm drainage runo after rainfalls. G• on ofRdQeum ~ ~ 1748 Rocl~ Noose Cove Road
Q~~ ~t 9 21 N Fenceln t,~ ,2°~ ` Cl de NC 28721 2 49' " y ,
~ . 9' N ~ ' W I 828-627-8089 1.64
g• ~ P+: Pf 828-627-8796 fax
~ '`r ~ ~vm a 0
4 • O Scale i° _ poor
9 CJ' r s ti 5 ~ 6 G~ ran r. a~ ~ G Dates March 88, 2002 Grade Point ~a• Grade Paint ~ °
^ ? Y R • T Q" 1~°.r gape dope 8" fall N 20' CJ` 1~4"~' Stops dope 8' tall h 18' ~J` ~a~
~ A !n eF N ° 16" Oa ~ u ~ O r~. na u ,gam 5 a of Rld e ~ 2 K1 N~
~ ,ro • „ ~ ~ PS ~ ~ ~ ~ ((2 ~54 8' C.A,e.C• Dltchlln 8" C,A.B.C, \ Bawl base a pay Dftchllne
' s 10.321-' Typical Roadway4i1 Typical Roadway`" ter'
595.53' Cross-Section Crosa-Section N
~ ~ ~ V Willow Court Ali other Streets
~ ~ 1----._..i ~ r•~ ~>I
~ ~ ~ ~ A "v ~ ~y. ~ w N C ~ ~ aY ~ fM D a a FS .a. TA
` V ~ f ~ La • ~ IN ~j ~ 2' 9B" Fr'~ T of w:~ ~ ~ ~ ~~R ~ 4 e (F nd ° ~ , 47 PG 'Cr
~ 6. : 2 ~ 5 IRON p , Fj2
/1 1 ~ FOUND Fence
1 V yp ro' Cj 0 1
paa 85 HoNow I V ~ 9 ti
~ IN r • ~N ~.6 0 r,, U
2 58 i0~ (8Y D, ~0 ~ G Q G 08 35" e'
1 ~ ~ N 6 ~ 2„ a 40
0 £ ~ 1~` Le end
5~ ~5 Rl ~ :t„~o,• ~tteC~
i ~R0 ~Pf FOUND Silt Fence Directional Flow arrow in Fence
i \ ~ 4 ~ a~
R PI ~ ~ :J g a~ ~7' on pA 1 R~ e~"` o ? a
~ ~ s s ti! rte= Check Darn in Swal e
{7 8 $ '2 " ~ sw t Sllt Basin
34 ,Q ' ~ ~ R rap lining 2" atone r j ~ ez o C boas 2; aide alopee ~~Q ~Q N; • Silt P±t
gr' oP , R t ~ S 02'18'pg" Storrs Drainage Pipe
~ Oro1 ~ ~p~' s• l ~ 0°~ ~ 60g ~ e ;W/ Headwalls)
N 58 0 Hoge oy ~ r«,~ xr Q ~ a'T 1P FD D rn ~ o. ~ w ero w' ti ~ Temoprary Diversion Swale ~ ~ 1 R`'
7 p Rld a or N.~ u• f~ w. w xv RS D ~0' w M N S, eti Roadside Swale w.e.
~ era xr ~1Ut8 ettlnq ~ $ V1 w ~ • S ~ Storrs Drainage Pipe (unlined)
"Rat; " is R on u MY ;ro •ea 0 e EKI ~ (w/ straight Headwall 2 Per st g 45 R/ & Flared End section)
6 74 N 2 , e ° n) r In swo w x'~ N • re s s s ~ eer rail ri ~i ~ P D, 406 p , P s~d`;~ , o Sllt-riprap ~ 's 38 s
Oy a,0 P pia ~ p 51p 5~' SPg at Roo ~ p , arc Cho°tnut gfu Ditch lining R t • ` eP RI ra
G wfr d 6 nd n B6 d~ 8 1 Q r Sfr~ ion p a~~a Plpe Na 2 gyp/ sm ° cote Comer nd i r Apr tie P P a~` F w• w/ underlining fabric
set. ~w ~ 9s rot pe ~ eu wwa ev way d°' Pipe / Pr Sta 1,93 ~ N0. 2 Co°li " Sta 1•q3 6'°N P1Pf N 1 . JI at FAG F ND ~I? ~ 3,
,1RaN ! U ~ ~ . ~r s N e 4 2j" W I p n ou et
" R onts ~ 7 ~.S ~`~y N 7Y ~eprD• ti Plpe m a+ USGS l Fence Down W S Rf p F nd a,• r~ ~p ea•` • so, us 67 '~3' w' o hole aside Swale Silt-llnin 2 Gs (w th ll i g s sp c~1ec~ 9
9 5 ° FenCO ~ p9 „q 4 oa • "s p'e' a~ v ~a ream emn a p rd d o " eam reD P r xisti 45' /W ®Ditch lining m ~ D, 408 ~ Straw/,Jute nettinc
pe wn U lime y U5GS tt ~ ~ ~ ~ 1 crG~ ood 23
w pe ° SGS Plpe ~ t f n ~ In Str a~ Pqe Ha sa, xr ' a bs. unll ed yv ~ V' S Ing3 ~ 9, o•
0• ~ D' o ,the 5tum 6 ~c A 5 0 30 Fa! Phol tream . ~ D ch - fined w•
N 6 0 ie~'p'e,? ~ o ence C~°e USGS w.~r 1 DN lA ~ ' ~So~! a p a F~ D ock t oili)n'p
n a e tea, n 'pr L ~ ~ ell Ito sw~~ I
M e c f un ` Z oli \`a qa~c Cl
~ n e n 8S 4 k QG. trep~ o ~ w:~e ~ ~ A in 6 .BS, F . .5~9 d ~G~ vn • ar ,Z7 CQ ~ 1
5 ? . °a 5y~ k oa 8 6' ~ os E~ g• ¢ ~ D S 41 9., 4 A
0 0 3 0 O~9 0 Q, Q B• F P t ' 50/ Road 9" moil treom ~o eom W / 1i
. ~ 4 ea. av !Pe ou 1 1'S 5 ~ s r ,moU tr ~oP 30, 8' » J'R • o~ S~ MoP
he f to In p c al ap l r t j oa,6~~.'s'°° ° F ' rR 0 10,1 ro~ ~o ~ •
4 , W q^ ~ ~ ~o Sai R of F P!N ~ 5 ~ ~ p ~ efl / ON er P '7~1 ~ T e niro wl th th ve b e h f o le s th n 8' `e • 8 1 F 1 Fou ~ a'~ q• a~o ae IN SP RI
9 o ~ 6 0 en Ce n, ~ ~ e ep f W aw e wh a b t o h 0 ~ c 911 E• t, A S f 2, e++t+ ,06 NG S
~i o t. ~ ,h F FOU ~ 128 0`. ~ ~ +n k~ D pth of a el as s ll t s t 6 09 9 e D 2 +°~a° 0 . - ec
ll ro d I o g ? 0.63' , ~ Far ~ 160 s i chlin all a e u s e o e s e t ca ,p , Ong IROf~r ~ Fov o
All ro dwa c -slo s all e w d c t I o th a w 2 ,g ; ' ,n ar Fen ca , 0+,,4ti ,B~~E
2 0 grar sha place by eve er t t e f o t c' n, T r 'm 4 s l•° ~ 89 P'y0 ~ 0 3 „ E 5 4 otn. 4~ b he re ponsibi of the h me Her as cia 'on. 36 1R0 A 2 0;' F 1'3 ~aR RON p S ~ 4• ~ 5 d~
All roa sides s shall b 1 ' ~ at p„ 1 sf C ° ~5a9• e t Fen f~ D 11 2 9 0~ oFESSIO S 1 0 Z vp 4*~ .y
o t e / 211 a toe ) 0 ~ orne Awu F r pp R fi t an ar ~ ~?n ~ ound - d unt2ss s eclf~ ~h ce p e a ~ DN .P AM ~ oN PIN 1 Seal F
rests to conform Hoywao County t ~ IntFpU 2 ~ ° , 5035
Li r s e Ifled In an 1 eat y o swa as * ~ P ,1 ' F NO ? ~ FNC, NEt'w 2
rass n 1 'S~' 1 2 d w rlc ertining ~ . 'h~" ~ °t r co F nd Ma ed 2 F " nd M 0e 9 ~ DOGE ~
Jute Nettln traw linin 50 0 rop Rte 9 1 Top ° Rd) ~ ~ ~~~,~1'L--
Natural Rack linin a Q~l Fred R ger Watson
Idth of vg. Depth Mtn. Depth • PE 5035
Swale No, Roadway Side From Sta, To Sta. Type Lining Ditch Bottom Front 51ope Rear Slope o low of Ditch w:~ uP a2" E
ee X : 1 n es 12 ~ , RS TR 1 Timber Ridge Drive North 22+20 25+00 Straw w Nettln 0' - v-ditch 4:1 2.1 6 1 , vo • ee ~ D Z~' 4 F17.
9 3 RS TR 2 Timber Rid a Drive North 22+20 14+65 Straw w e#tin 4:1 2:1 6.5 ~ ',24;
RS TR 3 Timber Rid a Drive orth t4+65 7+50 Rock 12" M(n Dia 0' - v-ditch 4:1 2:1 5 12" RS TR 4 Timber Rid a Drive N th 7+50 0+00 Rock 12 Min D1a ~ 4;1 2:1 5.25" 12 ~ ° N Pt y
- M! ~ L~ s. 1,231 C, . IQ
R e RS CC Co ote Court Nort 1 5 8+64 ° _ 2:1'~ B• 1 3+6 Straw w Nettln 4;1 5.5 12 R .',y~g~,~ SA a ~ C ti l s
RS CC 2 Co ote Court North 8+00 4+00 Rock 6 Min. Dia _ i 4:1 2:1 3,5" 12" 3 •1~ B ~ N ' to c'. ~ ~ L, ti ~s h
RS CH 1 Coon Hollow Lao North 25+50 20+40 Straw w Nettln 0' - v-ditch 4:1 2:1 3.25 12" RS CH Coon Hollow Loo 20+60 16+65 Straw w Nettln 0 - v-ditch 4:1 2:1 3 12" !q FP1PfF0 D o~' a 3 ~ ~ 2 e f.P. E ~ ~l oid f K e~ 122, ~
once RS 3 Coon Hollow Loo North 16+65 11+50 Str w ttin ' _ _ 4:1 2:1 7,25" 12" "7Qf n ~ r ~ O!d Fence oe ~ 1 ll ~ ~
RS 4 Coon Hollow Loo West +50 7+00 Straw w Nettln 0' - v-ditch 4:1 2:t 2.5' 12" 5'56" / l ~ ~ I FO P!N ~ ~j03~ l i vi
RS CH 5 Coon Hollow Loo North 00 4+00 Straw w Nettln 4:1 2:1 2.5' t2" 260. ` RS CH 6 N& W Straw w Nettln ' 1 " S Coon Hollow Loo 26 57 34+82 9 0 - v-ditch 4:1 2. 7.25 12 C lion S ~ / , y s i
R ~ " " aSln ler N S CH 7 Coon Hollow Loo West 3+ 0+50 Jute Nettln 0 - v-ditch 4:1 2r1 2 12 Bosln Number Total D~th in 6'11 g _ i ~
• $a RS ED 1 Estella Drive North 4+00 0+50 Straw w Nettln 0' - v-ditch 2; t 3" 12• xlatn t.ength Depth Wler Oepth Freeboard wb wt Type weer / ~ AKf p' I'll ~ `
RS SD 1 Sodie Drive North 6+00 0+50 Straw w Nettln 1 - Tra iz. 2:1 t , " Silt Basin 1 30' 50' 0.960' 1.0' 0.5' 12' 18' 2.46' Grove!/riprop RS 4:1 0 5 12" Sllt Basin 2 36' S0' 1.1 2' 1.0' 0.5' Gravel ri ra CVD 1 Clearvlew Drive North 5+73 7+75 Straw w Nettln - v-di ch 4:1 2:1 6.5 12 5 10' 16' 2.65' p P FOU IRON l tot • e S1A ~Cf •?F
RS CVD 2 Clearvlew Drive North + 0+50 Jute Nettln 4' - v-ditch 4:1 2:1 2.5" 12" Sllt Basin 3 50' S0' 2.412' 1.0' 0.5' t2' 16' 3.91' Gravel/rlprap 1 FOUND l.AF 33 » i ND
RS DTD t Deer Trail Drive East 3+75 0+ 0 Straw w Nettln 0' - v-ditch 4:1 2:1 1.75" 12" Sllt Basin 4 30' S0' 1.152` t.0' 0.5' 14' 20' 2.65' Gravel/rlprap A u e ev » A • i ct Fence Enters lion Am nt ~ l Ss6 ~ ~6,
RS DTD 2 Deer Trail Drive North 7+45 4+45 Jute Nettln 0' - v-ditch 4:1 2.5" 12" Sllt Basin 5 30' S0' 1.560' 1.0' 0.5' 25' 31' 3.06' Rock Dam ' • 43 ~ 1 ' ~Ry l o , e~ ,
RS DTD 3 Deer Trail Drive North 13+90 11+47 Straw w/Netting n' - v-ditch 4:1 2:1 ~ 5" t~" cup a„"~., ~ . , ,e, . ' / . l~,,,,.,,~-.~ ~ ly ~p 3S4 . 1 r . ~ 19 ` ..le °
' Y JV' Vv' I.OVV, iV, V.J' YO' :14' 13. IV MULA UUM RS SRD 1 Storm Ride Drive North 0+50 3+46 Jute Netting 0' - v-ditch 4:1 2:1 9 12 Slit Basin 7 30 60 1.600 1.0 0.5 28 34 3.10+ Rock Dom
RS SRD 2 Storm Ride Drive North 4+00 +45 Straw w Nettin - v-ditch 4:1 2:1 4" 12" Silt Basin 8 30' 50' 1.560' 1.0' .5' 3.06' r vel/riprap 1 ' P
RS SRD 3 Storm Ride Drive North 17+50 13 53 Straw w Nettin 0 - v-ditch 4:1 2:1 4 12 0 t0' 16 Ga RS WD 1 Willow Drive a 7+40 5+10 Rock 12" Min Din 2 - Tropiz. 4* 1 2:1 " 16" Silt Pit 1 50' 25' 1.152' 1,0' 0.5' 10' 16' 2.65' Gravel/riprap Y p A1R ,4, ~ •ve C , i ry S3 p~ 1
0+5 Straw w Nettin 0' - v-ditch 4 12 Silt Pit 2 50' 30' 0.960' 1.0' 0.5' 10' 16' 2.46' Gravel/Rlprop 4*1 2:1 RS 2 Willow Drive East 5+17 pC ? S 1
S 1 Deer Trail Drive & Coyro Court ' Base - Trn I . 2:1 2:1 10.5" 16 Silt Pit 3 30 20' 0.480' 1.0' 0.5' 10' 16' 1.98° Gravel/riprap S 2 I 4
7t Silt Pit 4 40' 20' 1.080' 1.0' 0.5' 10' 16' 2.58' Gravel/riprap D Cf) S WAR .
Silt Pit 5 40' 20' 1.440' 1,0' 0.5' 10' 16 ' 2.94' Gravel/riprap HI ~ p PG 719