20011471 Ver 1_Site Plan_20011008

I 1 2 3 4 5 6 7 8 9 io 11 12 13 t4 i5 tb 17
i
! OONCRETE BLOCK CATCH BASIN ~ ~ width
L ~ ~P /87 Mu15IlE0 STONE Fl oo~act area _ SPIED SroNE Fllt~ 12 .
AT END Of PRO,~Cf, CA1Clf RASN~1 CA~i
~ SEt1I1~ENi ~ r / ~ s~xr sTORAOE zoNE ~E R Ae~ NEEDED Ptuewa+o OPEN
i ~ .:r.: coin of et~ac WTnI
RIiQt CAN ~ BIRLT AS A STANDAIm
- e~: '''w CATpI dpi/,NNCTION 8OX
i i~~~~ ',Nlt` WEEP H01~ A~ 8E UTU?~D A8
^S: ....,.r SUCl1 WHEN PROJECT IS STABLE.
CULVERT PIPE ~
K - K
ee~ow6 oALVANtZEO 4IMdItItr11E OR t<ABRx ~ D
acml ~/r aro
V-MUUPED R~ RAP C4WNi1 Pc~nv~ vow
I
width • M ~ t~, cALVA~zEO I~ ~ I/a x t/2 oRlo ORID -
_ FLOOD sroRA~E toNE ~ COURSE OF BLACK LND SIDEMIAYS ON ~
I ~ J ~ 3 SiOE~ ~ tlA1CH BASMI
~ ~ SEDN~NT STORA~OE ZONE A
- - OTAL BASIN CAP - \ ~ ~
\ V~ ~
~ _ ~
~ Sm0°~~ t RAP GRAVEL BEDDINf ~ ~ FLOW CULVERT PIPE
contact ana 1RAPEZODAI R~ CtIAt1~L OR Fl1.TER FABRIC " ~
~f ~ I ~ ~ c width
~P ~ 1
I ~
De~tgn dpth ~ ~ ~ ~ ~ 1.5 ~ CONCRETE FOOTEIG PAD
L~ ~ 7 WASHED S'T~ FlL1ER LAIO A6IAINST WIRDWARE
I ~ ~ 1:1 SLOPE - - 12' t
_-1--_ - _ thkkne~t CLEAN OUT POINT (i /2 DEP1H SEDN~iiT STORAGE 2flNE7
SECT~I I ( TO ~ usEO wI~RE ExcESSn~ SfORMWATER SECTION MEW
c~Ei. eEOaNC vELOCmES PROHrerr vEC~TATnrE LINMlGS,
OR F1lTER FABRK: SIZE OF MUST ~ DETERMA~D BY APPROPRd1TE PROCEDURE.
PARAliOUC RIAPED RiP RAP CNAlAIEL
CATCH BASIN RISER F I H ( RISER FILTER BAS N H
RIP RAP LINED CHANNELS
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~t0510N DETAILS
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CAR P~~eR R~ o ~at<
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NE c DONE, 5EMM
f of
I 1 2 3 a 5 6 7 8 q 10 11 !C 13 14 15 16 17

_ _ _ --~A _
Co STR UCTI 0 N S U NC
T TO SCA LE 1. Obtain plan approval from DENR. A re-constr ~ '
p action conference may be required, contact ~ NC DENR prior to beginning work.
2. Install tempara ravel construction entr
rY 9 ante. Instal I pipe p-Q-R and I-M-N-O and inlet sediment basins #1 and #8. Install Sil ~
t Fence. Install remaining Sediment Basins and diversio
a~ swafes to basins as shown n Q~, tsar 3. Clear i
s to to construction limits shown. Grade site. B in buildi a tr i 4. Stabili ~ n9 ~ act on. n~u L~Mrr ~oNyTR11G ~ ~ FAT ~l?VE~'lE -
~ to completed areas with gravel and grass as re u~rtd. InstaN st 9 one base for roadway and INGlp~S w r. ..Q Co
parking. Install storm drainage and ail other under round utili i ~ 41 l.t~ill" g t es as c~proved. Inspection by ~IyT~'~Y~ .~I? - ~,,~;t'~ _1 W UE C~'~1Glk, ~ w t}'
conservation inspector. ~e -pRdrZ~ ~ i i CGa?~ E~J1~ ~ IGc.'' tiSNE 5. Complete radi .Sediment cant ~Sr PQUEH IJt~IJGE ~ ` , ~i
9 n9 rol measures to remain until stabilization is tom let E -P W ~J`
- cleaned out wh p e. Basins to be en 50yo full or less. ~ J ,a ~ _ ~ ~ W
~ e b. When site is e to final rode stabilize I i ~ ~5 9 tt I d sturbed areas with permanent coNer. Tem _ - ~ - ~ u s ~ w - ~ 'S8 ~ ~ _ _ ~ 37 .
, ~IE`'',~ control meas~es to remain thr p~'a?y sediment V1 ~ ~ oughout construction. ~ ~ i v ~ ~ 7. A ~ ''1 s ~ - , 3q. _ ~ 33
- ..-t587 fter permanent site stabilization is achieved remove all ! ~ t~ U erosion control measures and st i ~ ~ ~ ~ ab bze I, , 4t. .J lS' I 220. - - ~ ' 31 ~
areas disturbed by such removals with permanent corer. t1- I JEFFERSON ~ W ~ t.~u~ ~ 31; OR NT 1
8. Obtain i ~ ~ ~ tU~N ~ f nal inspection by conservation ins ector. l." ~ ~ ~ I 2~c ~E~r p i WGt4j TUB I a- - p~}•l I.dIJE ~ rr M TO a. , 21 ~ ~ - r Z~ _
9. Total disturbed acres are 24.07 acres or I j' ~ ' - , ess. a ~„rSt1E _ ( 3 ~ - NEL ~ _ 3 ~ -
G(T JEFFERSON d ~ J~ I ; o ~ ~ ~ ~ 1A_ ~ _ - -
~ ~ 2~~ _ _ - r ~ , _ " ~
~ _ 1 , I-1 ~ ~ ~ r. 2A e _ _ - - , - _ - _ - - - - l--
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c~ T EPHO ~ ~ ~ ~
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~ 1A/' - ! _ ~ ~ ,3 -'NAY -V~ - - / ~ ~ ~ 1 - ~
~ i i ~ ti. ~ ~ ~ ~ ~ i. ti' ~ '
- ~ ~ ~ I 1 ~ ~ ~ i ~ (yVE~`~~ ~ ` •7 ~ ~ ~ i ' ~
I ~ ~ ~ T - ~ , ~8~~ > ~ p~btufbiu 25 ~ ~1M~r - ~ . ~ ~ ~
~ CH x111? ~!xlSFN~. _ _ 10}. ~ T e ~ ~ ~ ~ E v EN ~
~ ~ ~ ~ ~ ~ - DIM DI ~ ~ ~ ~ -~-SE ~ E u~ T ~
/ i ; { •,1 l Q ~ ~ _ l , ~ E~- ~ 250 ~ ~ Df 3 . qua ~ _ - r ~ ~ 1M~r A ~ a c ~
GOtJSTf'iIG ~ , - ~ ~ ~ ~ ~ f i ~ ~ ~ ~ W ~ ~ ~ ~ ~ ~ ~ 0 ~ ~SI~ ~ ~ ~ ~ o B ~ . _ ~ -
?.tM~r ~ / ~ A~ / t ~ ~ z ~ u? ( i o~ ~ ~ ~ _ I, T i ~ ~ ~ ~ ~ ~ ~
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\ -TEMP' C~VE~ 10U AT ~ ~ ~ / ' \ ` } 5t cal ~ _
I ~ f, W \ ~ 3~ 8 ~ l i I d Q ~ I ~ / t ~ ~ W. ~ 3. ~ Gr~~u ~ - ' x-~ 'f~C o ~u 1~ 0, ~ ATNdE ~ 1,,, ~ , ~ ~ D~ r ~R EAT u
~ ~R E i ~ ~ 1 T'k~N
~ x v w GRID - l OJ- .r~ ~ ~ ~ I V?L@t ~ `x Vii" ~ A 1 1 53 ! W ~u ~
I I 1 X ~ ~ O i ~ l ) L T ~ ~ l ~ ) IN E ~ , ~ . S ,
~ ~ v - 9609 ~7. r ~ ~ \ ~ ' ~ ~ \ r ~i , \ 1 1 \ ~ ~ Y J 'rl f~, ~ ~ l ~ 11 E~ ~JJ v SIN ; ~ ~ ~
~ ~ ~ x= ,z s».~1 ~ ~ 331 ~ a \ ~ ~ E ~1~ ELEV i- . ~L~ i ~ ~ ~ ~ t ~ ~ ~ ~ Nr ~ x ~ ' ~ ~ -r ~ ~ / ' q~
3341/17 . Q ~ ~ to 1 F ~ , , \ I 3 ~ \ ~ I / I O ~ ~ I ~ _ - ~ 0 } / ' ~ ~ ~ ~ 1; ~ ~ ~ 1. ~ r r~% ~ x
x ~ ti ~ ~ 1 1 ~ ~ I ,X ~ A ~ ~ 1 I ~ _ _ , ~ , ~ ~ ~ r~lj ' ~ ,
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~ ~ f ~ ~ 1 I / i ~ ~3p8 ~ / ~ 3a8 ~ ~ ~ t ~ x
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~ ~ 115 L I ~ ~ c t~ I ~ I / ~ 1 1 r ' o
1 - INS _ N1ETLdIVbS k
~ I ! ~ ~ GA ~ \ ~ r N ~r~~ \ ~ ~
j ~.dPE. 6~?~ \ ~ I ~
~ ~ I w \ ~ 1~ l ~ ~ ~ ~ ~ s~ I ~ ~ 1 1 I ~ ~ 3~v EA ~ . _ 1
~ ~ ~ ~ I ~ ~ ~ W EA ~ ~ - ~ 5 - ~ BASIN / ~ ~
~ SE o ~ , r 26 _ • , - , ,
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1 0 ~ ~ 1, 3 I ~ i / ~X - - / ~
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JERRY RAY `,y i ~3~*P ~ ~ , ~ ' ~ ~ U4TP~1G~'~N ~1N ~ - - - i ~ - x
DEED BOOK 1 ~ ~c ~ ~ ~ ~ ~ } f ~ -
PAGE 352 ` ~ ~ ~ ~ ` I ~ ~ " _ gp , ~ - - k BAST 2 , T 3
L . „ F~ N., ~ ~ , ~ I EDI - , _ D S, Al. FIEI.
~cVIDE ~ ~ P~QM ~ ~ ~ bF. ~ - ~ ~ ~ - ~r.b.,. >wa T ~
I Y ,LpPE AGM ~ ~ 1 ~3~-"'~l x x, • Rand G. Rhodes, Professional T Land Surveyor, D \ ~ ~ ~ ~ A ~ ~ ~ 32 _ . i~.~; _ w ~ ~ ~ N
certify that this ma was dra ~ ~ - \ A ~ ~ ~ I p wn from an actual 'T"C~ y-uf E ~ ~ l . 33 co-ar 'NE 2t
surve m \ L A ~ k~F'E ~ 1~ v ~ y ode under my supervision; that the error of ~ ID ' ~ . , . • ~ IV E`~ ~ closure by latitudes and departures is 1: \ ~ \ ~ 0 . , Tl'~ ~ ~ ~ ~ crr~b a iu i ~ ~ ~ ~ ~ . r - tg - a t ?EInD E
. ~ Witness my original signature this ~ ~ I ti -r~ ; ~ ~ti EfL d l~:r ~ ' , ~ - _ Q - ~ - _ c ~ h Ll^IE ~ ~aEA-~_ .
- ~ ~ ~ ~ ~ - A.D., 19---~ ~ 1 ~ ~ ti I ~~iN, ~ N ~ ti , d ~5, 1~, , ,s~Nc
~ 2 ~ T~J ~ 0 ~ Alu1 _
~ _ ~ -c ~ 1 ~ I ~ i ~ - , HOW
~ ~ ~ ~ ~ i i ~ ~ ~ ' _ ~ ~ } ~ r i ~ ~ ~ '~~'~Q8- ~ X " r ELL A CIS ~ ES - ,
~ . ~ X .l. ~ f / ~ ~ PLS No. L-3094 , ~ , r ARC HIT 0- ECT _ S . 9
x i ~ -
E P. ~hwf' ~ ~ ~ t pia . - ~ - . - ~ BOONE, NORTH CAROLINA N ~~+Et U , C
iNti plVE~~Ict~ , ~ ~ Q ~ / ~ ' ~ ~ -
E b~t~GN AT . S ~ ~ ~ ~ ; . ~ Y - O Y t1N 1rt rYtK t 1?f/ ~ _ ,
7~ C / - , / ___.-~~J . or n p.rt .rnw,! . Sian - . ' , ~ consfnl oI Mf V'C~tK
8~ * ~bhtvr• or• ~1~,J~c1 to J kq~l acq[n
• ~ k ~ n ru O X/ I , I ~1 c'401 ?b.ell Mscr4t~r h~c+tl
, ' r t ~ MoJ?ct T1tN
% ~ hEST
~ ~ Vl - Jh'1~Fc.SON / f' - LJEI:TW~pt
c,~ t ~ ~ ELEMENT _ ARY SCHOOL - - - - ~ ~ ~ ~ ~ ~ i ~ N1! t~ltvrr, rlrv~nr
N~ ~~i i ~ ~ - _ ~ [.~R~IN~
- ~ IN 3 r , ~ / ' ~ '
IBS t ~ - - ~ , 1 - N.G. D.O.T. -
IMIT ~ ~ ~ ~ INS WGTi~?~ I. ~ ~ I Ya~r'~a?~c~.~ - ~ ± EXISTINS ! FIN15H - d - _ _ _ _ t 6RADC ELCV.
T ~ , W 4~
MME'. ~IVE~~oa of - ~N UMIr~ r w ^ A CT's? uGT l
.V --16, ,-,vvv~,IHI G~ Hrt~.ttl I CL, 15 \
3300 oq-i373 2784 r n~e.r,o
BOONE, NORTH CAROLINA 3COEN DESIGN • LANDSCAPE ARCHITECT
PATTERSON NORTH CAROLINA ' p~ e c,
1 NEC SON
Z ~ r
32
+ REVISION PATE _ ~ AUGUST 17, 20011

i . _ .
f
I
1 2 { 4 5 6 8 9 1C 1 C 1 1 1 l3 14 15 16 17
t~5; T RlA SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'%5')
o. Y ro 3• wASNED AOaIt~ATE S'IIALL a ' ~ u6ED. PAD TO ~ x'L x tD'w z s' M1R>tiN101NN!'Ii1 M1RiAORrNOO71Q (O~eItA~N~e 1" 1~ 1f ~y
I - 12• MN D AT A i1MIMNJAt. - - 1 ~ .61 6. 3 R 1 ~3~.
I ~ ~ ' uoPE x, ~ s.' TuRreMC RAOAlS st>f'tTCIENT TO 7.87 3 >a4 ; - 1 80 0; 1 A 4. . 7 33 7 . ~ ~ L . __.r_ ~ C- $9T a>Q ,44 f 2;~0 4. f:1 8 1;45 1.5~ 3343.'~T
i YAx ~ IIOOOIrIDdUE U1RTlE TRUdGT IS TO BE ~ PROb~EED. et. ' c°'"°' a ~ . 14.03 3 ~4 32~. $Q , . 2; t00 0. 1 15 1.1 2,2 84,
NATURAL GROUND _ OR Flll OR CUT c. S 8E lAG1E0 TO ~ - _ 32 24 E 14.86 ~ ~I.
i, FR~OVIOE~F~ MAxM1UtA UTtIlr1' 9Y All SLOPES n ~a co~ r - G F 3.37 .6W - 3x64, f2E1 4.611 1 S 0.85. ` 1. 33D5.28
CO~~ ~ COiIbTRUL9g11 ~E?YC<FS. i • ~ ~ 2:~ ~ 7.00 - 3.+v t~ ao 4.0~ 1 4 4.75 o.a~ 33~s.3~ i.
o~nsa+ orr _ _ ARM d. wMiNd18E MAMTAMM:D n, A CONDITIOiI ' • ~ wtu PREVENT ntA~IaNC nts ~ r ~ H 3. " ~ r , ~ ~ ~ 58 334384 3,54 15 50 0.41 1 5 0.9 1.12 3344.82
i -~'„s "'S ; . ~ , ~ DNIECT FLON~ OF MUD Of(f0 STI~ETS. y'' 15' wn __-1e• MM ' r ~ ~ ~ I t0.78 3311.4@ 3343.40 3 ,9 135 0.01 1.4 7 0.9 1.8 3 .7 -lrL r~I~p Iw? r~,~I ~ 344 5
~ ~ti' :•±i. PERIODIC TOPDRESSING wroI STpE ,ago-oaw sniffs „~'~.~;1.,J,.: ~ SNl BE NECESSAitY; KEEP SORE IYViDY. 'fii~'r` ~ arrc 1~01sY 110ME 1ED0111 J 12.03 33A7. 3301. 3 1;50 24 154 0,41 1.8 7 1 2 3303.54
e. ANY MATERIAL wrecN STXI. MAKES rT ?~aa°t sMetb.'e"M00~c _ ~ an;~b. e~c - ~ K 12.93 - . r 7 ~ L 33. .32$2.00 - 42" 20 4.41 2.2 10 0.85 2.97' 3294.97
OHTD TIE RL1AD MUST 8E CIFANEO UP nwEnNTEIr. K ~
w~ 15 »K.wc I ~ DITCH ' ' ~ ,r1- f+4 40.4fl .3798.40 3291.80 i.OD 4 K I , f • off' ~ 32q T 40 06#3 2.2 10 4. 5 2.9 3793.97. e~
~ - r- . N 42.34 .40 32 .80 _ .00 42" 1811 0.425 1,8 12 0.88 3.01 3293.01 Iar~so N41 r T--~ r er _ A ~ ' ~ . ~ mail s A ~ ~ ~ ~ ~ ~ _ ez_._._ orot 1r 0 43.81 3298.00 88.04 8,30 4 t16) 4;0 1.a 13 Q.87 •{.6 3283a0
r~I. ~ r ~ P ;~.BS 3291.061 3275.28 75 .04 38 150 <01 7.7 9 4,9 2.7 331.74
~ \ 12• MMI - FIOW ~ 1- r. r ' i r
r r~ ror or r ' erNe 'D i - . _ i ; , fl 72.40 3287.04 y3, 92b2.80 48 140 0.42 2.5 1 S 9 4 32ti8.~? T r_ i__ _ _1 R 72..40 ,pp r
ni rswo)'~ ~ we. r 11w1~ T Note all i to be a
u os m~ P~ ng fully spholt ceahltd or alufrtrnlietf carrtx~ltted rnetoi P'Pe .064 thickness unlCSS otherwise Aelt ee~Nlw "e~rleoN~lw indicated. Dips skips iven in felt foot, for cent ;multi b 100. Note: Actual i k th
~ 9 P~' Pti Y P pe , n9 s ~
rwnraK anouw Til.-.r ~ i 5 INM ~'Y. Note: mark "P' is existing 24' emp. SLAB DETAIL eve aN.
at~a ^ ' ~ BERM/DITCH d .l ! YN _ ~.i OM1FRSION UWKI i. 1. MIN, i>Dlt IiL vOaW T _ ~ f/e slao,o/ wo /<Jr Rlaeeli Ne r - _ ~ -
tai ~cnT« ~ ~ ~ i es?r ~ 11i1I11~ ~ r ~ ~ T } _ ~-r R P-RAP A ~ PRO N~ C U A~ L
NOTES: a• ,o POSiRVE GRADE MU4T ~ FR01pED t0 ASSUE DRAIUaE X m K rr wr ~aael°"wNlnc ~i " i ~ 1r awls N ~ 1r +e ~ Mc ~oalrmwla aI r«ua r« awNa1l ~ s~ (~ITIET Q PIPE T11 TN 1'~#f f~6N6 M~ d660 Thicknea
SIOFE EXCE4D81R ~ AND MILCN pVERpON. 1RY MOT TO 0eo" ~ E 14,63 24" (tNN. 12' 14' 1 .7
E'~ID SR AIAIDFF ~ELOgTES RE~T~ MA%MRI t11HWAOE DETAIL' TEMPORARY SLOPE DRAIN AREA ~ so~AatES wrnatrt suPPattMO cN.aAn PaR Harts / __n K 12.93 24" I~NNN. 12' 14' 1 2.25
PElelArE11T CNNAl1. OIKR90N4 AT 1NE TOPS Of X~ MIST 2" TO J' MUSI#D AGGREGATE ' EMPTY MiD AM M+P1101® SIaPE DRAM ((SEE OETAIS). 11E ~I/ R 7^4,4 48" ~ ~ ~ 2e 2.2s
OI1CN L5 TIE MOST COMYpIIY USED DI14k9at ~ 2 YAGIME CCIEACApI ~ ALL Rl b REae>ED, g16tNOiK NOTE: TAPffR ALL APRONS TO STbRMWAT CHA
SIIFTTCENT m CM[1CT Atl Stb1E11T-NDBI SIaIYMiBi NTO 1 9FDwBIT OaN1R0. OLMGE MUST EM IgTA1L® PRIOt TO aFARMG MOLES: AFFIJGA&f AT ALL FGeaS OF PR CAST C R AT H A ~ 1~IEL,S WHERE PRESENT. E ONC ETE C C B SIN
ANb aRIJMrIe a ARG (oR N COMAMC110N MTN AIS oPERATKw MGESS R EGRI55 uNTrl SITE a f StD11BIT ODflIIOIS AND OIYtMSI0M5 ARI MSTAt1ID AT EACH STA9pJZED, FIIEOUENT CHECKS OF
CAIK;AI. Pa1T IM 101C111FD}. TIE DEMC[ AND 11MEf.Y I 4, ~ aPE]tA710M5 LED TO 1/1RE DAMAGES eY T T 5 A R CHA SCN U L
MMNTDMIEE MUST Af FRONDED, ' 011~9rSIAlS 911dAD ~ SEEDm AMD MRLL1iD i litEl' ARE 7b % I MAA Q10 d s T least' n width sib VIO gannet
REMMI N PlAaf OYEII 20 N~(lgtlq GAYS, 1 12.88 62.4 0.36 0.02 .4
a aEDK o1~e1S1oIIS AFTER EAQI RAM, aR pICE PEA wmt wMial ' 91DRTER DuRAnarl REPAII AS NEi~aD TD MAettAw TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT 0 5 0.045 15 2to1 2.32 6RAS5 2 2.19 62.4 0.14.... 0.05 0.43 .04
0 5 8 2ta1 1.95 GRASS
4.68 62.4 0.26 0. SEEDING SPECIFICATION o~ 0.67 0.065 ~ Ztal z.12 sTaAWNET
DETAIL TEMPORARY aVERSiON BERM DITCH nts ~ ~ ) 4 7.22 62.4 0.90'5 .063 . Q 6a 49 0.045 !0 2to1 2.33 61tA55 3:1 SLOPES DR FLATTER
5 21.16 62.4 0.38 O,QS 1.16.0.036 12 2ta1 4.68 th ' 5 n etrc Mat
Apply Itme of tab of 9gbe/1000 aquae feet. 6 17.12 6 4 0.4 2. 7 0.05 1.43 0.065 12 2ta1 2.91 Straw Piet Apply 1 10-10 oorrlrnerdal or4ank hrtlWr at rots of 201br/1000 squats feet
S.ed ~ oocadaloe w~ faMow~n edledulr 7 6.24 62.4 0.216 6).02T q Q 96 O.O~i 12 2ta1 2.39 nthetlc Mat
_-PIPE Dw 8 6.82 42.4 0.203 0.33 4.11 0.104. 12 2t 1 2 ' DATE TYPE RATE a .T8 15 R, R
H ~ ' • July 15-Auqud JO IhNant Hard Fnoue 250 Ibe/xn H
Lo ' I Sept 1- May 161 NeNrnt Fercw and Abnutl Rye 275 Ibs/acre T,t I R A ~IIV Mo 15- 1 F U~ y JWy 8• RsMant escus and Aiaet 240 N>t/acre
91u14h 1?ie~rba! R 8tor cWlt
NCDOT STNIfIMO 2'%Y' gYgE Muldl with straw at n,e rot. of 75-loolbrrooo aquae feet. ~ f91i1 C 1 1210 weN' 1 .89 13957 65x1 15 7.89 0.8 11.8 31.315 16'
,w~/ RIPRAP SLOPES f4tEATER THAN x 1 _
' ~ v- 3 4.04 7332.8 36>'c 5x3` 7 1 ' Apply (turd pine at rob of 401Dr/1000 square het. 8 5 4.44. 0.$ 8.8 t6.403 10
ApN t 10-10 cann?erda argonb hrtltcer at tab of 2abr/i000 .guar. feet 4 3.58 6497:1 10x3 8720 3.58 0.8 8,. 14.604 10'
~ ' Seed In aooadana wtth rdledul~ fa8ow~ S 1.87 3631,45 SOx3 350 1.87 0.8 8. 8 ,8138. 10
>wr f DATE TYPE RATE 8 4.44 798.8 18x3 13 0,44 .8 ' s.~ 1,79sa 14
TrMaa oa+c. ~J i ~ ,j'j PiwoM[ L July iS- Augwt 30 Reliant Feeeue + Craven V'etah ~0 b/oae 7 0.92 1689.8 2px;0x3 Sgt 1- May 1r Relbnt Fescue + Abruat Rye 275 IM/acre 74 0.92 0.6 8.8 3.7538 10
May 15-July iS• ReRont Fesoue + MMet 240 Ibs/care 8 1.8 2004 28x54x3 9750 t.8 4.8 8.8 8.528 1Q' G
ISOMETRIC VIEW ~.ri 9 0.~ 1018.4 15x30x3 1 35,0 0.71 0.8 8.8 2.8 10' ' Mulch wNh strove of the rote of 75-100N>'s 000 /1 square feet.
~ , • Tempororyr, re-seed Septsrnber 1, at ncarrNnended robe t 1 t 1.32 2395.8 20x40x3 2400 1.32 0.6 8.8 5.3858 t 0'
I ~ ~ , ~ ; a~~ , A A ~y*,r^ fti
,.,~r , ter, ~ ,{s # SEEDBED PREPARATION t 2 1.3 2359.5 20x40x3 2400 1.3 0.6 8.8 5.304 t O' ,-f ~ 13 0.95 1724.25 r ~ ; ~ 20x40x3 2400 1.53 0.8 6.8 8.2424 t0'
I ~ ~ . ~~i~riZfr t: .`Zti `a, ,,it;,. e~ r~r~: ~,,,r'+` rr $ Surface watt oontrd meosura to be instaped according to plan. BASED ON }INCH PER ACRE PER YEAR SEDIMENT LO F R SS 0 A ONE YEAR CONSTRUCTION
7, ..~1 .a .."~,"r;. tt r Area. to M seeded sAall be ripped and spread wkh avapoble topsoil Totd seedbed P RI prepared depth shop be 4'. E 00 FILTER BASINS #3-4 SHALL BE ROCK DAM TYPE BASINS. FILTER BASIN #1 ANO #B
w s a,I1mlc nvw~ ro ns IAOM r00ks, roob, and othr obrtructlone ehap be removed from the surfoce so that ARE INLET TYPE BASINS. 1 e• x
/ ~ 1 t w awwti.s, AAt arr mss a Knwc Kvw~ ro at ase~+bw a nrrr .w5 av nK ~.~c ~ ~ ~ they wil not Nterfere wlth eetabliefrnent and mdntenance of vegetation. Surfaa for frnd A ~ teedbed prepaotbn, at flnM grada shown, ehdl be reasonably rrlooth and unffam.
f - ti; a~ . PFE olA ~ If no eop test M taken, fertlNze? and lime to be acaordtng to seedhq epecMeatlone. ,/2' . - 1/2' R _ , '°g"- F
~ - Aar ~ r~ w . APRDN wares t oaa~as _ ' , , N soli test Is tdurn, provide Ilene and hrtllzr according to soil test ~t . lkne and fertpiar ehaN be applied unMamly and mbnd with the sal durhg seedbed
3 X trsE 1 IeTI ~ y, ~ y ~ ° - A}RON DEpnI PLAN ~ ti I R t/8' R. preparotlan. i S' JOINT f11ER g• ~ ~q:, , ' ~
I Maa Mmwo w t 1 I f i 12• 'S ! .
l !{G~: a-wa+ CRADE:U SLOPES AND F1LiS T. I 1 , ~ . , I e
- ~ SECTION ~s~wooc a rwnrR acv fie an a for el and file shah be no r than the a e which t;on be ( } ' 11 4r~ ~ q~ 19 t ~ retaMed Dy vsgstotiw cover or othr adequate erosion control devices a etructurea ~ ~ ;
PUJd +a+ elnFE 0 fi FIAM~ yen fP Rrr, no ua At sw Me In any event, slopes left exposed shdi, within 15 waking days a 30 odendor days of tip, ua~a ah ua~ ae,~~ti ~vh'~ 24"
- ~ NJe t!' RMl INMI 1~[ Ol~pl ees~ NOe eeu for e: ~ Mlllel eMa Ale1t complstbn of any phoa of 4 whlchevwr b shaft, be plontrd a otherrilse ~ , n. a, iH.A - _ _ provided with graM4d cover, a structures eufAdent to restrain talon. -
. . _ i ~ + I *r, eteesle wN e~ewo • 1f O.C Mw GlIN elleDl r, _ CHANNEL LINING INSTALLATION (Virgmio Divisior It110 Olvlsl0n of Forestry) FRONT ELEVATION A-A
~,L, I ~r'~ i If , STMOd11~ Yt1AD Nr~T ~'fH OMTE IMl~ FRMt~ GROUND COVER ~ ".,e . , `RAM1 SYF RSA ~M,~A,tilf'". J~4 •."e,a~w,woK ".~o.; SIDf [LE.v0.lt(Ny . aor n a~ mn-
E I ° J SECTION A-A NFlenever land-dketurbinq actlvfty b undrtduwl an a tract comprWnq man than ores E
oae and If man tlwl one contiguous con it unaovred, a ground covr suffk:isnt to restrain eralan mart De planted a othrwlss provided within 15 waking days a 3o adendar STANDARD CONCRETE CURB AND GUTTER refs
SEE APPROF'WATE SCHEDULE FOR DMENSIONS Filter bbnkst days on that pardon or the tract whlcA furthr active oonetructlon h not bdnq undertaken. SEE PLAN FOR LOCATIONS
1, l,o b the bllgth of the rtprap apron. NC DENR t~ QUALITY MAY REGIkRE ADDITIONAL ER0610N CONIROL MEASURES
2 d ~ 1.6 tirtlee tM maxMrwMn stale dlalneter bat AS REQUIRED 1D MEET THE REQUptE11ENTS OF 1HE SEDIMENT AND POl1.U110N
not bee than B' CONTROL ACT OF 1973 AS AMENDED.
3. A ffiK blanktt a Ater fabrlo should be
Irrotaped betwen the rltxnp and eol foundation.
Drarn BY' Revlsbns / Subnissbns Datt
RIP RAP APRON - NO DEFINED OUTLET CHANNEL
se D RE1/1510N I IO-0S-0I
5.0" min. Checked Bye
+57 WASHED STONE S' Mw.
LENGTH AS NOTED i ~s' LW6
- MM. i Y TtiCl( wr?~rlrn STONE I - n ~ I _
i - i NMAaE A5 Dltl'CI® eY ilE UMD9f'aPE AlIR1RCT
3 _ 112 ~ ~eDO cv. Fr/At~E ~ e' wax. HOWELL ASSOCIATES
ROCK APRON AT T ~ - - - - - - - w CLASS 1 EROSION ~ ARCHITECTS
aD NOTES: REMOHE SEDIMENT AT 2' DEPiH t, ua rat aW1A~ ~ iNl. ro a? rt I:1 oti
~ i8' min.1 MDT OIC~N s ADRtS ~ tr~ ~ BOONS, NORTH CAROLINA ~ ~
r iA'R i. 1 UNDISTURBED SOIL 2 FJMTN 19tH MiKI ~ nAr~ w/ Si~e1G RTflt FAMtlC
8.0~ min. ~ AODap10 TO IOMI !~lCilalltlrti. CROSS-SECTION oratrxl e• FoR alaoe Trirse drnrhgs art the properEy or tM arcNtect and
KEYWAY it ,w` FILTER FABRIC CLASS B EROSION CONTROL STONE SErnnprT any not be used h shalt or h port skhout srkttn
ti` eanstnt of the arcNtect, Vblators are sdoJect to
/ Cross Section legal action.
2 . t side 2 . 1 e~de / 4' ?IrL _ ~ Copyright ©2001 Fbrttl Assocbtes Archlttcts FRON? vtEW
dope max. Weir elope max. / ~ ; 1. S~ PO<T Protect Tkle
DESGN OF SPILLWAYS - _ t AS NOTED i } DRAINOE AAfA eER LDIOiN r rlowx ese vAeec WEST ,~FFER50N /FLEETWOOD -al, roc F"e°c E TARP
U~ (FT•l ~ 1 xl 90E SLOPE MAx LEMEN SGHOOL
B ~ ~ i ~ EiE1100lLY 2 6.0 in nI.TER F Rt'-I1M5 I ~ canrn, ~aT~ c~wLlru, B
bra Tlae ; uu save ~
A 10.0 I 1.1 ~ ~ sETnm TOP s iza ~ aw UNDISTURBED SOiL ~ . ~ GRADING, DRAINAGE, AND
r / 'DlflllDrRi SFIOIM ARE MNMiRM Mi.- " ~ ' ~ auoe ER0510N DETAILS
FlLTER FABRIC - I?SE SILT FTTiCE OfJIY Ml~t~f DRAINAGE AREA _I r
/ STONE SECTION DOES NOT EXC>m t 4 ACRE MID NEVER qt r Sent Protect No. AREAS OF CONCElI ATED FLOW ~ ' , Me coven o+rn sNIRr 0003.1
MAINTENANCE ~ egr[T.•r TE1patARY SEDetNT TRAPS AitEA EACH P!]eOD OF S10MFlCNR WII~FAU. REMOVE SEDeENT AMD RESTORE TMP TD 115 DRIOeIAI FOR REPAIR OF SIIT FENCE ANCflpl 94ti AS ~1 p AR
Y...~ W...,~....,.,, ~ FAt14iES. IISE N0. S7 1 OIIECIED eY UV~BCN~E MGf18:T „+(1i CA~L~I . ~ k~ R ti._
r"69 me acu~wi imi a a FALMW m KEYWAY ~1ED DISPOSAL AREA AND REPLACE TEE 00KAM LED PART Of TW GRIWQ FICIIG H WASHED tTW Q , ~ND9C~ FRED Oq-10-2001
Stone Section aloac THE SIRUCttAAE FOR w?uoE FROM L710810N OR PING. PENODOAILY cxLDCc THE IIFP711 of THE 9PIlLIMY TO Ea?NlE rt IS A MINMIY FOR ANCHOR *IEN SILT FENCE SIDE NEW
OF 1.8 FT. DELDW THE LOW POW Of THE FMBWMEW MiEDUIELY FILL ANY SETTLEMENT OF THE 61RIAWOOff TO SUGMILY ABOVE DOW A GRADE. ANY Ili RAP DISPLACED FROM THE SPUMY MUST W REPLACED MIEDUMY. IS PROlECTM CATCH BASIN. DrnMng Na 37~ 84
SDIMJZE THE EMWN" AND MI DLSIUAEED MFRS ABOVE TIE SEDMENT POOL AND DOMN NE M EROM IHE TRAP MOMIELY AFTER m
ROCK DAM DETAIL ooNSTRUCTaN WnFI S®MG. STANDARD TEMPORARY SILT FENCE r 5E~101A
GRAVEL AND RIP RAP FILTER BASIN A, hE C ~oNE, N
NOT TO SCALE - - - of
a i,: ! ? 14 IE. 17

_ - _ _ _ _
1 2 3 4
i ~ 6 7 8 9 11 12 13 1~ I5 l6 I7 TO
F
1
t
bMnd CONCRETE SOCK G?TCH ~ ' ~ OMigr? top width ~ ~7 rMASMIEO STONE FlLTEF oonloot aua _ _ L D STONE F1LTT7t (MIN. 12 THK2O
~ SEOIMEMi' SA AT END ~ PRO,IECL CATCH BASIN CAN SEDIMENT' STORAGE ZONE
~ C.. ' \ ~ ISt RAISED AS NEEDED PtrUOtiMIG OPEN
COURSE OF 81.4(* WRH MORTAR
RISER CAN iR: BUE.T AS A STANOARO
- _r ...:...:u::~,:: CATCH BASIN/Jl>tiC11ON 90X (YMIiFI
WEEP HOLES) MrD BE URU2TT! AS
~ - Daign tl~ckn~ _ SUCH WHEN PROJECT IS STAOIE. A
CULVERT PIPE k GRAVEL t)EDONiG _
K
OR BITER FAIR'tIC I \ _ GALVANIZED FiARDw111~ CLOTH W 1 2' GRID / / b
Daipr? thiclaiat V-9NAPED RIP RAP g1ANIE1
PERSPECTIVE HEW
_ t width i
_ GALVANIZED HARDWARt: CLOTH ~/s' x ~/s' cRlo 1 _ _ - - a Flood sroRA~E zoNE
t COURSE OF BLOCK WD SIDEWAYS ON
J SIDES OF CATCH BASIN
_ - - ~ OTAL T ~ urv-.'wn' ~ l
! j
i
_
a«+d ~ ~AMr CiA..VERT PEE
con~to~ aro 1RAPE2d0Al RIP RAP QiN~IRl ' Gi~4VEL t~EDDItrG f
OR F1LT6R FABRfC ~
width thigh ~D
j ~ I ~ y
~ 1 pwigt? depth _ V ~ ~ CONCRETE FOOTING PAD
1.5 - 7 WASHED STONE FlLTl7t LAID AGAMIST HARDWARE
1 T \ 0TH (1;1 SLOPE - - T 2" THICIQ
~ a~cxn~.~ - I c~ CI.F.API oUr POINT (1/2 DEPTH SEDIMENT STORAGE ZONE)
SECTION VI
I ~ To eE usm wI~RE ExCES~wE 5tORMwATER . GRAVa t ~ " VELO(ZIIES PROt191T VECEfATI4E LN~NtiGS. ` SECTION! VIEW
OR BITER FAi9fAC SIZE OF SHONE INJST ~ ~ BY
PARAIdJC SIUIPED RIP RAP CNANEl APPROPRIATE DESKiN PItOCEOtIRE.
~ CATCH BASIN RISER FILL 'ISER FILTER BASIN M
RIP RAP LINED CHANNELS
i
G G
t
i
F F
E E
a"o.n eye ~ ~ c.a
D D
t~1:1/NJIOM •I 10.0!5-0I
~a a~
L.VV6
A IATES WELL 0 H SS
AR RITE T c
BONE NORTH CAROLINA
C c
o~ ~ oar o< .tee ~,a
i nnY not b. uaa h ~1a4 ar h pint .Mhout rr~tiw,
consn,t of w+e orWl+ct, 1ADIaNrs nre s+bJrct to Ips1 octbn
cepy~~nt ®aoM tK mot:
i
NEST ,J~Ei~gON / FL~:'TV~OOi?
ARY ~GHOC)L ~L~NT
B ~ B
61tADIN6, DRAlNA6E, ANt~
E~R0510N DETAILS
Sw1 Aw,)ect No.
a 000.1
CAh' p~~R
a
too 4
A M 0Y f" A"~M1Q M0. 373 27s4 A
Y 7
1VE QQNE, N
1 ~ 2 3 ~ a ~ 6 ~ , 8 9 10 11 12 13 14 15 16 17

- ~
C , 0 T N 5 RUC TIO N S U NC
T TO SCALE
1. Obtain plnn cp>Qroval from OENR, Apre-construction conferee ce +nay be regtHred, contnct ,
~ NC OENR Dior to beginni work. °9
2. Instal! tatnp6rary gravel construction entr n Dept I stall Pape P~ and L-M-N-O and. inlet
sediment bas( #1 and # . I ~ ns $ nstaN Silt face. &?stall remnini Sediment Basins n9 and diversion
to bosins as shown Q~, tse~ 3. Clete• site t
o construction limits shown. 6rodt sitc. Begin buildi .ruction. ~t T1cfa ~lM1f tn~
4. Stabilize completed areas with ,av~ekand as r ~ ~ s 9t' eq~ed, Inst~Fone bast for roadwa L J 'f"
i .Install st y and p~ ng orm dro?nage and ail ofittr under. round ilities ~ IOt~ E,p11lr 9 as approved. Inspection by L~'t1y~'~Y ~ ~~4.UEL G~.>5 Ci'
conservation itNptctor. 1D~. ~ E PO~f''Y i ~ t~ Est' ~ ~ IDc. t0~~ - ~ ~ tT`
ASHE 5. Coin late G'F EXtyT: P4~EM ~T~fJGE 2D E p .Sediment control measures to remain until stc~ilgation is .P W N
cleaned complete. 9nsint to k ~ out whew 50X full or Icss, ~ r V ~A{w) I N ~ rV
~ 6 6. WfMCn site is to final rode stabili i 9 xe all disturbed pMeas with perttwnLpt cower. T -1- u _ ~ ~}i W ~ '~8 31 -
r r~ . ~ control tneuus~ures to r i ~ ~Pot'~T stdf~nent _ ~ i , area n throughout construction. 11~ VJ V'' V' ~ tlt 1 _ - _ - 3~ ` ~ it
- 7.~ After er y' tp ~ - Y-1587 p maxatt ate stabilization n a ' 4ed re ~ ~ V~ doe move ell erosion ~'ol measur s - 6 i \ a and stabthae ~ ,J tS' t~ ~ ~ ~ Y r~E~ _ _ - ~ 220..E - ~ ,3~
eqs disturbed by such removals w'N+ ant r W 1?s ~ i I JEFFERSON ~ / ~ I ~ F~ TU~I r>-_- 0 N ( ST
8. Obtain final mspectioN by conservation in ctor. ~a ~ ~ ~ 1 I ZED _l,E. . ~ ~ ~ GHT rum tu~N ~uE ~ 1 Z~ o t,Ert' ~ M TO r
9. Totol dirt ~ ` ~C ~ urbed acres Qre 24.07 acres or less. E j ~a~ ~ _ _ w - NEB. A 3. ~ ~ -
a Ldu 1 1 Z MT. JEFFERSON ~ J~ I ~ ~ , Z,+ i , (2 , ~ , ~ - -
1 V L
- _ ~ ~ 1 1 ~ ~ 115
- f3l ~ _ ~ r__ ,
~ s I IZ - ~
~a~_~' ~ i -'""'r ~ - ~ i - i ~ ' ~ ~
~ ! / - i ~,n~ ~ ~ ~ 1J A~'
.>.1. . 1..' /J r'' f- `~~r ~ ~ ~ ~ ~ f. D~1 - ~ ~ ~ f UMW'
~ C ~J l ~ ~ ~ ~ ~ i / ~ ~ X Q, 4 ctiea ~ ~ DIVA ON - ~ ~ "5 , ' ~ , ~ ~ , i ~ ~ / , 4
's \ yi i 1 ~ / s. i' ~ ,r" ~ - - ~ ~ ~ 1 ~ ~r
~ s 1 J ~ T EPHO ~ _ _ _ ~ ~ EMP h l ~ ~ _ ) ~ E _ _ 6Q ,
- ~ _~~j - - I' 9 ~ ~ - _ _ S ~ ~ 1~ ~ - ~ E ~
u ~ ~ - f ~ I ~ I 6 ~ - _ ~ rr ~ ~ T - „ 6 ~ ~ r or w~ - EN - r 1 \ ~ N~ ~ 1 ~ _ ~ i
_ ~
s y - - ~ ~ e-~ ~ ~ 1 ' ~ - _ - W 1 ~ 1, t ~ I ~ ~ ~ ~ ~ `
_ - ~ ~ - W I \ I I I 4~ c - = p,REA - - - - ~ r C \ \ Z~ _z X~
3 ~ - _ of 1 ~ , _ _ X - ~ ~ ~ ~x
- - r Il J i ~
_ - - 3~ ~ 1 I ~ 2 ~ - - ~ ~ , - _ ~ _ 1 ~ Y ~E ~ i I~ \ ' > >
- ~ ~s' -'NA -c , , 1 -u~' 1 ~x " 1 - f~ -
- , ) 1 1 ~ -
/ / I ~ ` , / w 1 r. \ 3260 ~ ~ wa?o~ ~
3 ~ I ~ - ~ ( ~ 'ST i; ~ _ 6 C , t 1 i ~ ~ 08~~ > ~ ~IJfbIU 25 i' ~tMIT' - i' IMF ~ ` ~
~ ~ J t t, _ E brv EN ~ ~ - DIM ~ DI y .
/ ~ ~ ~ ~ . ~ Q ~ ~ ~r1~ti , , ti + 11rF1f. >xvr:~~sivN ~ T ~ h ! D _ 32 ~ 12 .tP.uGT1~71~
tOfJ ~ / ~ ~f - ~ a ' ~x x ~ ~ ~ Af ~at~ ' ~ V ~ ~ - ~ ~ , ~ ~ ~ ~,tMIT"
Cork 1 I ~ , ' ~ ~ 1 t ~ ~ ; 0 SI , .y ~ . - , +
~.tµtc ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ _ T I ~ .t,b ~ 1
i i. ~ - - ~ f - ~ ~ ~ ~ L t , ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ r ~ ~ \ ~ ~ V \ ~
r 3 h w ~ { .i- ~ ~ ~ ~ ~ V IOIJ AT ti ~ ~ ~
/ ~ ~ ~ ~ / ~ i ~ ~ ..r,,. ~ , v ~ V ~ ~ ~ v A -T6frl'~' C'I EF MY 1 ~ ~ ~ , \ T~ ~ I ~ i ~
f ~ / r i 11 - X ~ 'C' . , i~~. . . ~ / I J w 3 - 3~ ~ a. ~ ~ u r~,~:n~u - , x
I ~ ~ ~ ~ _ _ .A Q ~ i 3 Q ~~C 0 CJ ~ ~ , l~7HdE ~ IF,,, ~ b~ E EATI , ~ ~ ~
~ I v ~ -t V T N ~ - ~
x ~ 1~ W ~ D. ~ ~GRI ~ ~ X ~ . ~ ~ ~ W ~ i ' x , ~ ~ ~ ~ 1 0 , 33 ~ W I ~I~E ~ ~ ~ ~ , , via, ~ Ts ~ , ~ N T ~ ~ ,
1 Y~ \ i E .o Ir, ~r ~ ~ ,USED , INLE~ 0 ~ ~ r ~ll~i,, r ~i~r:, .~-iii ~ ~St ~ ~ ~ ~ G., ,i r~ ,
\I = 9609 7. ~ ~ r' ~ \ ~ ~ A ~ ~ ~ / I N ~h, , i ,r ~ , , , :z 8A~
~ ~ \ ~ ~ X 12 'J~~~ s».~, ~ ~ ~ ~ E Q ~ . ~L~ i_ ~ FI , ~ ~ ~ _ ~ ~ ~ 4: 'I 'i ~r ~ ~ I I ll~,. ~ ~r ~ '
EIEVf 3341.~f 7 0 i ~ ~ ~ , ~ ~ I p 3 ~ ~ I 1 ~ 't ~ ~ i ; , ~ l l ry r 1!-~ ~ _ _ x
1 l hl ~r • I^ ~ ~ ~r, I ~ ~ i ~ ~1 i ~ t .r. r;!',,. ~ '!j ~ , ~ ,,r it I ~ ~ ) I i , .l I! • L ~ x
~ ~ i l 't
J ~ ~ 1 I /
lt~ ~ o ~ \ ~ ~ i / ~ , ~ 1 ) i I _ i ,~3~g ~ i ~ i ~ ; j,; ,
~ ~ ~ ~ l ~ 33~ ( w ~ , I I ~ ~ 115 G I J 1 ~ / ' ~ - - o' i ~ _ ~ 250
/ o X P ~ID ~ g T~ ; ~ g, _
PRO ~RStou ~ ~ ~ 1 ~ 1 ~ ~ 1 ~ ~ r / wta~ervns / k } A~
~ ptV t ~ I ( ~ ~ r peAl ~ t~ \ ~ r
t: ~uGM ~ ~ ~ i 4T ~ I ~ 1 ~ I ~ I i _ 1 , v ~ ~ ~ I i ~ ~ ~ ~ 3 ND, / , ~~r~,~ 3_ i r~y~t~l~ - /
W ~ I i 1 ~ ~ I W ~ ' ~ ~ ~ I 1 I ~ ~ ~ ti s~o EA ~ _ ~~.ra - EA - ; -
~~t ~ k;~ ~ : ~ ~ I 1 ~ v+ ~ O ~ , ( ca SIN 5 ~ , BA .SE o
~ I ~ ~ , ~ 0 l } 3~ i i ~ ~ ~-t N '
1 I t>l! ~ ~,p ~ ~ ~
l ~ 3~>~ , ~
~ ~ i o ~ t , ~3 ~ ~ , ,'X ~ - ~ ~ ~ _ r , ~Q
r ~ ~ ~W ND ~ u ~ .z~ ~ ~ ~ ~ ~ ~ 'l P
1W1!Tl~ rt L ~ 1. ' I , ~ ~ ~ ~ t
1 ~G ~ ~ 1 ~ ~ ; i ~ 1 l-~'~~ r 6 - ~ 2
~ ~ I fi~A ~ ~ ~ I I ~ - - LN~IF
~ I ' ~ ~ 4_ ~ ~ i r ~_1iG t ~ N . ~1 N ~
~ A ~fl JERRr RAY ~ ~ 1~ ~~_°>Z'F~ ~ ~ ~ - ~ g / i r ~ x i ~
1 1 3b ~ DEED BOOK 217 ~c '1 ~ \ ~ ~ ~ ~ 1 i \ - _
FAGE 352 a,, ~ ~ ~ ~ ~ ~ ~ x - t 3 ~ ~ ~ .r , ~ ~ f1 ~ k ®ASI Z ~f~T 3 I DI~l1
. ~ F N. h.. ~ i SE L Fl~~-~ ~ ESA J ~ ~
F' av~l ~ I t _ , - 327 - -
C' E ~,-}~8 A ~ ~ x x, I, Randy G. Rhodes, Professional Lond Surve or bT `'t~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ j 11.44: w ~ BK5 0 N Q B-l'(-ol X17, F
Y ~ F'E 1 ~ ~ ~ ' , certrfy that this map was drawn from an actual 1"Cr ~ ~ ` ~ ~ ~ k 1L' 1 v ~ ~ 3~ Q- l V ~ axdt.e er
survey made under my supervision; that the error of ` ~ (V ~V \ ~ ~ ~ 1C closure by latitudes and departures is 1: ~ ~ I ~V ~~k~ ~ - ~ ~ 9-18-01 ) ti ~ EED E ~ ~ a 44'~~e ~ o-
. _ t ass my ongmol signature this \ ~ ~ U' 1 1~ r ,n ~ 11 I 5-0 ~ Y ~ R~_e L~
--.Win A ~ ~ ~ I~ ~ I ~ 2 ~ t ~ ~ 3EARIN~ / ~ ! ~ d A N. ~ , A .;5~ ~ )SING Alu1 ~ . R. -
~ ~ J TlJ ~ 1~ ~ 0 I I ~ P F E I , i, - ,b~ `1~ - . r ~ _ ouvEk
~ ~ 1 i J I ~ ~ ; / ~ ~ HOW= C~LL
,~l ?,~'.~Q& ~ x ~ ~ ~ ~ ~ J ~ ~ ASSO . r CIA ES
' X PLS No. L-3094 , ~ ~ ARC 0 HIT ECT S ~ 9
~ ~ " ~ - ~ ~ ~I~ e,F- , ~ BOONE, NORTH CAROLINA
APE ~ ~~y E TEMP. ~ ~ N1 ~ _ ,y G'fl J , ~ i
FU''~ It' ~ 6~~ S ~ f, ~ % ~ iuh pIUE~-~I~'~ a ~ a, ~ ~ C - i -
E bE1JGH 'Ai ~ i Qt S LD . / ~ ~ ~ ~ gar roi e. W.d ti
~,t,aF'E , . C - . ' J~p eaw•+e M .row ~ ' 8~ ec t ~ t M hrs ore ~c?,kc 1 to
M J r kpal sctkn
s / ~ 1 ~ 0 TH 3~ ~ A ~ :~,~,a,., ~ i 3 en a
S ?ro~ct tnt»
j~„~.. ~ lh 7 7 ~ r _ NEST .IEFFERSp -
~l ' ~ / J ~ ~ - ~V I , N / FLF.E'1~hiGY)tt ~ - ~ ELEMENT ARY SCHOOL
tJ `J ~ _ ' , ~ ~ / ' ~ NI! t~ltYfr, NC'R1?r t.Vhl ota
~ k ~ - " - ry%., . - ~ bv.hp nn~ • -
- ~ 3 ~ ~1/', ~ ~ - - V ~ ~ N.G. D. -
- B ~ ~ ~ r w ~ O.T. ~ CA S ~ I -6
~ ~ ; w~Twu 1.1r~1r ~ ~N`~s r, 1, ~ 4~~r,~~,c~ : W ~ EXI5TIN6 d FINISH - d 0 _ _ _ ~ 6RADC CLCV. v' -f,3h
SKIS ~T _ ` ' C) J _ Fi Seal O A-o,jrct No,
TrMR'~ C'IVE~ Il'~. -,,N~Y~uGT10N L1M , ~ G'OU'~.I
~ n, . /~P~kF,~
• L. L-L- ryvvvvlH I GJ 14Rlil"11 1 I b ~
3300 Do tv oa-iv-
BOONE NORTH CAROLINA 373 2784 r- A-aworv Nm
COEN DESIGN& LANDSCAPE ARCHITECT
PATTERSON NORTH CAROLINA - , ,
+ NB Ca ~ ENE, t~
e
+ REVISION DATE AUGUST 17 2001
°1 I O I ~1 -

;r
I
{ i
i > 2 d ~ ~ tr 7 8 ~J 10 '1 . 14 li 12 13 14 i5 l6 17
e.y_._... ~
i:1 , ~'f l
T14~: a. 2' TO 3' WASMiEO ADfNlE6ATE SHALL SHALLOW TYPE INTERMEDIATE TYPE (4X4) DEEP TYPE (5X5 ~ p r•n a us w ee!a0 (s rtar m m re? w oe?e+1 owx m rea w ~ • V; 0
8E USED, PAD TO BE 3iYL X ZD~ % e" t eeT4 1 FiGtl A 3.81 T~.Olt 3, i1 ~f.41 , . 5.
1' tY ?iD! AT A MANMIlwE ~ v~_._ 2.8 D1,0i? ~ .C~ tt. .47 .17
_ SLDPE 2:1 ~ E. TURNk16 RADRIS SUfFlCIENT TO ~ - . ~ ~Tf LAR(As TRFkKS ~ To 8E L _ C 8.9 3 3302. 1 ' , + + ao~'- _•r C. .f 8 1, t. 3~ 7
j ~ROV~oEO. NATURAL GROUN6 - ~ ~w - _ • ~ ~ . . , ~ D 4.83 33 .Oil ~ 3 ~ 2+t 400 0. ~ 15 1. .2 3284„20
OR FlLL OR CUT \ c. F NTRANCf S SFK)ULD BE t.t)GTED TO ~ +'RCAADE F~O,R IMXIMUM UTNlTY iiY ALL ' ~ w ~ ' ~ t4.83 - ae„ - t ~ -
C~FJS'IRUCTX)N vE1MClE5. } L_. a~r,AcT® Rt r . - 3 x.00 - ,20 48 129 O,fli # 5 .86 4.08 x15.?b
i aav~ma, o~ r w~ ~ ~wao i~ a. >AUST BE MAINTADJED P? A CONOtT10N r I _ BERM wwpl ww.l PREVE]iT TRACKpIC oR 00 ~ 4 t # 4.75 D.. 3305.34 r E-
`...~,iu~>Z'~~' 1, 1 DIRECT fLOW Of IR1D ONTO STREET'S. ~ r , ~ Ft 3,58 330 ,.94a 330 1 50 gDt .1 5 0.4 1.12 3304,62 I._ r
1 ~ ~ PERiOtXC TOPORESSAi'G W(TH STONE ~ , ~ SILL BE NECE5SAR1'; KEEP 501 FiNgY. -rK erna r weien ~ I 14,7$ 3310.00 3303 33412.$5 24" 135 4,4• ra~~oouo emaws: ~ T 0,9 i,8 33~.T5
i •aeoo d 42.43 3x17;511 3301. 1:50 150. 0, 1, 7 ~r~anT°~. •r•ac ~ r`~aa°,~i .`ea~me 1 Y 3303.50
~r e- ANY t1A1ERW. WF#CIF SUII I~W(E5 R 1 ONTO THE RCwD Mi)ST BE CLEANED UP "ew"~.a°~b.'•roMOQ°sx K 12.93' _ g - _ r r L x.88 - 3292: - 42" D.41
fAM1EDYUELY. 2.,2 t0 0.85 2.67 3294.97: cogs Dui ,rl _fIL ' ~ _r.~.. i M .8D 3298.48 ~9t. 1,00.42'' 44 . # 10 t1.8S 7,47 3243.97 K 4 _•r
.a' I N DITCIi I r ' wo?'m •ai~ r I_.. ` T~-- N ' 42.E 3398:40 33 4~' 1611 0: 1 ~I 1 r _ 0 2 D.86 3.01 3.01
w f aAS'+c ~ , : - na+ s ,o ~ , ~i? , eet-__ o>te er 4 43.88 3296.00 3 8, 30 ~ 42" 480 D.03 4:$ t3 0.7 .8 3.10 r r? ~ 4 328
I oolaue~ep Tp~- ( ~ , P 9Rl•88 32f11.00 327 315.40 36" 150 0.41 8 L , , w r veto ~ 0.9 ~.7 3277.10
~ 11' Npl ~ ' FLOW `t L E ~ wac ~ ~ ~ ~ ~r ~ tl 12.40 32431.00 3273. .8D 4Q" t4D 0:02 t5 1 4 3 - r 2ed.8t!
roe ai 1iMID-CeilIC1EU ~ cAt {s~,wol w _ ~ ~ r - -
r T ~ No#e all to I . . so«r Py~'+g ~ f u ly Qs~ha~t ctKtted or ahutntalzcd corrugattd n+et~l ,464 ti,ictc~,s4 unltas o~rilc
_ ~iri • intl~ttt4td: P' sl inn in feint # ~ 9 pe+' f.~o . fw~ p~rcer?# s#opc; lt~wb#tply by M10.: Note; Acftipl p~6
~ is' ww r, vuty. Nutt: truirk "P` is txirtir~ ,
' BEf~I/DITCH , SLAB DETAIL en seal
iw rr +at ru. reewa i r wmua r r-- r ~ •iiaoiae re ~ IOR Mat i { ~ i
NOTES: e' w+ RIP-RA ~ P PR QN ~
F. P a~ r~ ~ PRO~utn ro aRA~aE F ' o>Aa~ o~c a~, serla +~o ruGal ~ ~ ~ a Mt pos~rat ~ rwa•w »tc aeeiea earelne ~t oea~ I ~ ~ ~ i
ELF ~ tiEtOCt1E5 R91L YAt~AI DRANAZaE DETA~: TEMPORARY SLOPE ORAL! Awu Ls ao~fON~ rrNau? ~xPaRTrNC t~,aiu~s ~ y 1_r<___.__J E 14.89 24 4 14 1 2.25
PEiRiNIEMi CIiAIIMIL OTKIIMDN6 AT A[ T~'6 ~ 51{yES MU6T 1' TO J' MMSNED AO(~tECATE ErIP'IY MTiF !N APPNQ1fs 1qE OiuM(9~ DFTAat59. lE ~JMI/ ---~r_ K 12.49 24M ~NNI. 1 14' 1
x T~ wort oowatr tam Dre>91gON: R 72.4 48" $d' ' ~ 1 2.
1 YA~eIIE CtIIPACApI ~ ALL !1l 18 R#~UIIED• t • 9UR~fT TD ACT NL ~DI~IfT-lADdt Tpt piD NOT'~~ TAPER ALL APRONS TO 5 ' PRECAST CONCRETE CATCH BASIN ~ ~u?ts
a sEarerr tXMTII?X oE+ra M16T iE Nratlr Ta ro ac+wNO NOTES: APPLIGA~E AT ALL PONe1S DF AND GI1~ Q NG (A1 M COII~IICM111 M1! 1ND OPF11A110M MIGRfSS R EORFSS UNi~. 4fIE IS
F StDlblT OOMTIrQS MD AK MSiALtfD AT FApI STAALIZED, IREJpI~Tl1 p~dt5 Of OAIACAL PANT AS IOrAT~ THE OEIAC£ AND TMIk1Y
~ DDNSANICTIDN QPBGTipR. TO IMilE DAMA6E5 dY AYMftT7dANCf YU$T ~ PIeO'MroED. i T S IN~T R
S DA411S~ 91QAD (E ~lDED AND MJILEfra F THEY ARE lO I~IfAM el KAC[ OMFJt 20 Na1OFtC OAY3 MARK 10 ~ a ~ I i~ & ~ 1tYiEr' n wte~fis S+c~t
e. '3Er1( DIYfJt90F15 Ai191 EACH RA14 ~ ONCE Ppt fiBK wlQi 1 12,88 62.4 0. O.t12 0.45 o.a4~ ztol 2.s2 ~RASs
~ NomED ro TEMPORARY GRAVEL CONSTRUCTION ENTRANCE XIT z 2.19 62.4 0. ~ 0,05 0,4 ~ o.a4~ a ztQ:.1.45 ~~Ss
3 4.$$ 62.4 0 0.03 SEEDING SPECIFICATION o,a7 ~ ~ ztol 2.12 ~TTCtAwN~'I°
DETAIL TEMPORARY pIVERSION BERM/DITCH (nts) 4 7,22 bz.4 o.3t~ .2 a4 b 0.49 19.045 10 2ta1 2,33 BASS
x t sLDPES oR PUTTER ~ 21.7b 62.4 0.33 0,4155 1,18 0. 3 0 b 12 2ta# 4.b8 ills#ic Mgt'
Apply a rk:ulturd Ilene at rate of 901b:/1000 equoro feet. 6 17.12 62.4 0.47 0,
__.e..__.___.___.w_.__.~~_.__.~ k 1 1~-to-t0 oomm•rctdd Ic 05 1.43. 0.0165 12 2f~! 2.97 Strtnv ~r#ct App y organ fertllter of rate of 2Oib•/tooo square feet. seed in accordor?c• with fdbwin sch•dult 7 6.24 62.4
_PIPE DM. ~.-~..a.._ ..._V..~._._...-,.. 9 0.216 4.027 0:~ 0.03b 12 2to1 2.39 nthetic Mat 8 6.82 62.4 0.2 3 O. •
~ ~ ~ I DATE T`tPE RATE 0 33 4.1! 0.104 12 2to1 2.78 15 RT July 15-August 30 R•IIoM Hard Feeow 230 lbs/oat H
b ~~~~r Sept. 1- IAay 15• Rdbnt Feea• and Abruzzi Rye 275 lbs/aen ~i ,
ILT R A IA 15- Jul 1St R F C 5 eilant and ~ N SG il•t 290 !bs Den ~ 1J L y /
~ ' .e' ~ ~ilsin Disturbed R Stor culft ~lukh with straw of the rote of 73-t00w~/1000 equaro feet, C 1 4310 Whir
NCaOT STANDARD 2'xs' oRaE RtPRAP 1 7,89 13957 ~ixi45x3 18225 7.89. 0 .6 8.8 31.375. 16' SLOPES GREATER THAN 3:1

~ d r! ~.r.. ~ r ~h- I itur I e 3 4.04 7332.6 35x15x3 7 App y dim at rote of 90~e/1000 square feet. 875 .4.04 0.6 8.8 16.483 10' Apply i 10-10 comm•rdal argonk hrtliz•r at rate of 201De/1000 •quan teat 4 3.58 6497,7 32x70x3 8720 3: .r Seed In occadance with foMowMtq ect~edul•:
~ arses _ ~ ~ 58 0.8 8.8 14.608 10 5 1.67 3031.05 25x50x3 37541 1.67 0.8 8.8 8.8136 10'
b M1 .s DATE T`fPt: RATE 6 0.44 798.6 15x30x3 1
tYrIOAL OOIIC. ¦eoc ~ 'r . Jul 15- Au 30 Reliant F • + 3`~ 0.'14 0.6 6.8 1.1952 10 r Y 9~ Crown Yetch 280 lbe/acre 7 0.92 _ 1669.8 20x40x3 2400 0,92 0.6 6,8 3.75 ' Sept. t- Alay 13• Reliant FNCUe + Abrual Rye 275 ~/acre 36 10
Mim ~ _ i• to aawc h ~rti~, ~ { 4 19R { ~ ~'rf S 1 S t 14o t 5- t S• F 8 1.6 2904 25x50x3 S , r ~ , y July Reliant •eoue + ?t1Mt 290 wy/acre 3750 1.6 0.6 6.8 6.528 10 u
A. M ~ f+1'1..'M ISOMETRIC VIEW _ - "t 9 0.56 1016.4 15 .y i - x34x3 1350 0.71 0.6 6.8 2.8988 10 s~ ; ; , IAulch wilt, •baw at the rot? of l5- t00b•/1000 square feet. _
~ ~ ~'r~r~ ~ ~ , e tt r q ; i _ + !r ' li 'Temporary, r•-teed September t, at recommended rata -
i r ~ , 11 1.32 2395.8 20x40x3 2400 1.32 0.8 6.8 5 y.~, - .3856 10'
f~ ; ~ s i ,a,~t~1+~~1 ~t~1 r ,-if _ ~ _ , , . ~ s . , ~ SEEDBED pREpARAnON 12 1.3 2359.5 20x40x3 2400 1.3 0.6 s • , . 6.8 5.304 10' rid, ;-t~1~r ~;,3 f, 1 - -
Y (F w~ ~ F ,x,7-t, 1+Arf. 3 0.95 172425. 20x40x3 2400 1.53 0.6 6.8 6.2424 10' - 'i}li`' ~ Surface water contrd meaeurp to be hstdled ocoordh to plan. qq BASED ON }INCH PER ACRE PER YEAR SEDI ENT
! I fir ~/1 I t ; - " ' Areo• to b• aeded •hdf De ripped and with awgabi• t w. Told seedbed M LOSS FOR A ONE YEAR CONSTRUCTION
w i 4' ~ PERIOD. FI prepared dpM shall be LTER BASINS #3-4 SNAIL. BE ROCK DAM TYPE BASINS. FILTER BASIN #1 AND #8
n ur ~c ro nE Loose r~~ roob, rend other obetructlon• than be removed tram the wrfoce •o that ARE INLET TYPE BASINS. t a ~ waa+ tMy veil not hterf•ro with atabliehment and maintenance of vegetatbn. Surface for Hnd A -1 /e'
r i seedbed preparation, at fhbh grades shown, •hdl De reasonably smooth and unNorm. N no tow feet b talon, hrtlNz•r and IMne to b• oocording to ••edhq epeolfication• , ,2• ~ te'
ao • PPE ON ~ . ~ , l4 • APIION IENOTH ~ It tow test b taken, provki• Ilene aid hrtllz•r acoadlnq to tow tat report. l/2~ ~ F
w • APIION trDiH ~ tglaeR r _ _^'r""'. ~ ( 3 X PPE • 1/r ~ ~ ~ d . Lams and fertNlzer thaw b• applied uniformly and mixed with the •ol durhq eadb•d . _ t., - ~ - preparation. _ . __~._s.____.~.. i i/8' rt
e . APFWN oErrH PLAN t, t _ _ s• ,r~T s•
~ ~ +tJNCH ~IIdI9a GRADED SLOPES ANO F1LLS ,1 , 2•, I . l 1 e' e
1?~1iri~ 12-NCH to - SECTX)N n ~ ~a a snot a w~aw FLAN ageu- The angle for graded elapse and fwle thaw b• no greater than the angle which con be i _ . _-~_.r_._ i
SIAPE 0 N fIUM' ~ lP RAJ. A10 U~ Isle At M snws n N+nioWMC ntakt.d by vegetathie cover or other adequate eraebn control dvica or •tructuree. 1 01~''r""~ In on event. elopes i•ft Deed ehdl, within 15 da or 30 coNridor da of ~ , Y ~ w~9 ?e ~ Nays a!• un, a- wt,~ a~~~m~ ~ 2~"
Hue ,r la ~ eeet eals? completion of any phase o1 inq, whlcMvr b ehater, b• planted a oth•rwb• ,k ~ ~ •
- - wee ~ ewu ~ ~ use ww nwa Ma? _ ~ ~ „eeMa eA~ •'r ~..r ~TM oc~e ~ CHANNEL LINING INSTALLATION (Virginia Divisio provided rith ground cover, ce•, or •tructurs• euffkJent to raetrok, eroebn. ~inia Division of Forestry) T An ~~M.,,,a~, _
, _ - r ' - . , , S"tM~IM~D YMD N~NFT WRH OW1TE iMq FRAItE rRON ELEV oN GROUND COVER ~ ,.,...,.8 . ; ,,,o„F , SECTION A A , - a=~«,~~"~ f.~~,~,~.or,
e _ _.Y._..,__r~__.__-..___ E t ~ I__ . ~ _ . _ , Mhenever land-disturbing activity is undertaken on a tract cwnprbhq moro than one E
sECTioN A -A, _ . NoTES: aa• and if more that one contiguous acre N uncovred, o ground cover euffkf•nt to
SEE APPROPFdATI SCHEDULE FOR DIwENSKJNS Ffte` he'r'"°+ restrain erosion must be planted or otherwbe provided within ?5 workMg days or 3o calendar STAND~~RD CONCRETE: CURB AND GUTTER nts days on that portion of the tract wh{ch further active construction I• not being undertdc~. SEE pLAN ~~OR LOCATIONS
1. Lo fe the Length of the ripEaP apron.
i NC DENR J~ND QUALITY MAY REQUIRE ADDITIONAL EROSIOfv '~NTROL iJEASURES AS REQUIRED TO k1EET THE REQUwRatENTS OF THE SEDIiiENT AND POl1,UTI0N
` 2. d • t.5 tlmee the moxknum stone dbmeter twt not kw than tT' CONTROL ACT Ci;' 1973 AS AMENDED.
3. A fifer blanket a flier foDrtc should be
kietdled between the riprap and ao9 Toundatbn
'Jrorr BY Revlslons / &ubr~ssions Dc.'.e
RiP RAP APRON - NO DEFINED OUTLET C,I•iANNEL
r~ DG/85 r REVI510N I iD-05-DI
5.0' min
f 57 WASHED STONE e' wr+. . _ _ _ . _ . . checked By. I
i LfNG~fH AS NOTED rs j ~
wH ~ ;S7 wASFa~a sroNE i _
l g ~ t ~ ww ~ w i I VARIABf AS DflfCitD 8Y llf 1A109GIP'E A~Rf1E>rr
3 ~ i~ I ~ o ? 2'~ ~ rT/ACHE . ~ l w„ i I HOWELL ASSOCIATES
E 1 r.~..r...~~,._,~..n. , ROCK APRON AF 10E OF QAM ~ ~ ~ ^ I t + ~
CLASS .EROSION CONTROL STONE ~ ~ NOTES' ~ :t~lA(n.~~. Sf I FKr Ai i 7N { ~ H ~ _n?~ FEP i ARCHITECTS r ~ is c~. + ~ ~ ~ + ~ 12 ,/2 ua
i 8~ m'In.l i ~ fpi DRAeucE AREAS ~ i NQr EXC~IC - ~ - ~ + t ~ t et»~~ BOONE NORTH CARD INA L
i 5 (E'~J i 2 EARTN 9ERF1 9WHi ff STAeI~ w SfIDNC ! ~ f ~ -
I `'~INDISil1R8F,~j $Oli ~ FlITER FABRIC I B.0' min. ~ ro TOeTI ~ i I ~ ~ 6RAOE I
cROSS_sECT~ON ~ t o a ,OR ~ i KEYWAY ion FILTER FABRIC ~~USS B ~-ROSION CONTROL STONE sE~'TtEI~ExT ~ ~ i 1 _ i 'hiss dratings are the proptrty or tht architect and I ;+rr"'^"~-'" nay riot bt usM h rMale or In part rithout Written
~ _ .onsent of the archittct, Vblators art subJect to
I I c ~ I ' 'egal nctlon ri'
Cros~ `~ec,~or 7 ~ i aide 2 : ~ aide ~ ~ ~ i •~opy~-gFt (c~, 2001 FbrtU Assocbtes Ar<Mttcts
I _ _ ebpe moX Weir Len th elope map _ _ - r 9 I C DESIGN SPILLWAYS ' ° ~ 1 e' Fkt}NT ~nEw q~ p~ Pr~o}ect ?Itle
AS NOTED i t _ ~ ~ ~ . , 4t~r i ~ f sad t1nE rAeax WEST .~FFER50N /FLEETWOOD
ORAINAOE AREA wot t~anF 4 ~ i t r AFT i ~ ~ r~ ~ I SLT fE11~E FAlla(:
\ f i ~ ~ ! ~ LD l . E?~ICt' ELEMENTARY SG++OOL 1
~ 0.C r. ~ ~ C ,r ..l' BY-PASS ~ ~ ] E.0 ~ ~ ' ~ '~~Y ~ ~ BfLOM i ~ ~ 91JPE Droving Title
' ~ ~ i D.0 ~ d ~ i TDp ~ ' ! IS~I . ~ I ~ 5 11.0 j A F 1:1 SDE MA1( OF Di41 h
/ N~ _ . [1 STF t ` 3 6RADIN6, DRAINAGE, AND
i ~ DNIDISIONS SHOMM ARE MNIM4IM i J YN. _ FT . R F ~ LTE ABRK; / ~ ~ ' ~ ~ ER0510N DETAILS USE SLIT FENCE ~ "'AHEN DRAINAGE AREA _f i ~
/ i I DOES NOT EXCEED 1 4 ACRE AND NEVER IN ,r ~ C W DYER OvFA 9arP Stal Fro}tct Na AitEAS CONCEN ATED stow
.r. _ .1 STDNl Sf ' Itt'ah i MAINTENANCE ~ ' i ~ f _ DD03.1 fQR REPAiA Of Sll ~ETICE AMdIOR 91atT As I Rh
NSPEf.'T iF]IPORNN SEDMAE?IT TRAPS AftER EACH PERtOu Or SK;leF1C11NT RAMIrAti. REIIGVE StTX11ENT ANU RESTORE iWW iC~ "(S Oftl(AF64 i I D~NSIOleS M4FJi TFE SEDNDET MAS ACCUMULATED TO ONE-HAIf ?FIE OESION DEPTH OF THE TRAP. PLACE THE SEDe1ENr TFWT IS REl10MEP W ~ > NO 5' i De~JChD BY :1rJG5~APE AAfJ(TECT I A ~ A~uRES osE RU/ ~ a~tt WASHED ~TOiIE ~ .~''~'.'!~/,f, ;~"Nir a~, /1Q_i/L'~/Y)i
_ . _ KEYWAY A DESIGNATED DiSP06Al AREA ANO REPLACE THE CONTAAMNiED PART OF THE ORAVEl fACeVO. I
J tone J e C i on CHM TW WRUCIURE FOR om#aE FROM UUMMIN oo Pw w PEltlo cw y CHECK n1E OUTH Of THE l r v w .vv FOR ANCHOR NFEdI SILT FENCf ODE NEw
sPkLwAY lt1 ENSURE iT t5 A MINWMLAII OF Ib FT, 88J M THE LOIN POW OF THE EMBANKMENT. IMMMATELY FILL ANY SETrLZId dT OF THE EMBAIKMW TO 4Ly)IfITY ABOVE DESIGN ~ A GRADE. ANY RIP RAP DISPLACED FROM THE SpiLLwAY MUST BE REPLACED yAMMIATEI.Y fi pRO1-CT?NC r,ATOH BASIN
STABNRE THE EMBANKMENT AND All. OmTURBFD AREAS ABDVE THE SEDNE11f POOL AND DOWNSTREAM MM THE TRAP &&C UTELY AfTER ~l 7 Dr owlty No. ~q i
CONSTRUCRON WATH SEEDING STANDARD TEMPORARY SILT FENCE
ROCK DAM DETAIL A- 4 ~ AND RIP RAP FILrER BASIN /
NOT TO SCAT F
of

_ _ ~ _ ~-1°
1 2 3 4 5 6 7 8 9 i 10 it t2 13 14 1~ 16 17
i
{
CONCRETE BLOCK CATCH BASS! ~ Srnooq~r b1a+d Derign top w101h ~7 MMSHED STOf~ FILTER Mil. f 2' THICK
ooKdat aroa ~"S7 MMSHED STO ~ ~ ( L
~ ` ~ SED AT END OF PROJECT. GiCFI ilAS1P1 CAN SEOIMEMT STORAGE ZONE
' / ~ BE RAISED AS NEEDED PLUMh6 OPEN
I \ / COISlSE OF BLOCK WRH MORTAR . r
i _ .ri: y :.Y:.1 . / R>,ER CAM BE BUNT AS A STANDARD
/ GTCM 8r~4SMl/JUNC1iON BOD( / ~
} fMEEP HOLES) AND 8E UTNJtED AS
i - { SUCH WHEN PROJECT IS M AILE.
Daign Midul~i~ ~ • ~r.. CUL PIPE
~ K 4" ~
~ _ 4ALVANtZED IitRO~~IiE OR ~ FABRIC CtRfH W/ 1/2' aR~ K 1/2'
~ f
V-SIAPED RP RAP O?YIIMEL j PERSPECTIVE VIEW
r
i
i /2~ ~
~9n ~ - ~ ~9^ toP + CAI,.VANIZED HARDWARE CLOTH 1 ' X 1
~ __f FlA00 STORAGE 20NE \ ~ r - COURSE OF BLOCK LAS SIDEMIArS ON
J j 3 SIDES OF GTCH BASiM J
STORAGE - - ('I` AL ILISMf CAP
1'
} ~ 1.y~ ~
r _ _ -
I
SniootMy t~Mnd ~ t ~a~~ ~ w~ arAwa GRAVEL BEDaarc i contact ano ~ _t_ FLOW CULVERT PEE
z OR F~TER FABI~
! top wl0th ,
' I i j.

, is CONCRETE FOOTING PAD
t _ ( ~ - \ \ X87 WASHED STONE FILTER LAID AQAMrST FIARDWARE
~ ~ CLOTH (f : f SLOPE - - f 2' THigO
_1 _ - . _ _ _ _ - D~a ttdcJcnees t _ Ct.F.AN OUT POINT (1/2 DERIH ~DIMEM STORAGE ZONE)
~ ~ TO BE USED WFIERE EXCESSNE 5InRMREATER SECTION VIEW '
~ GRAVEL BEDDNC % VEtAC(11ES PROFRBIT VEGETATIVE UIMNGS.
OR FlLTER FAQ SRE OF SCONE MUST BE DElERI~D BY
PARABg1C ~IA1ED RlP RAP pIMIQ APPROPRIATE DESId~I PROCEDURE.
CAT H A N RI f N C BSI SE .SIN RISER FILTER BASIN H
RI A ~ HANNE L LS
G I G
r
i
f
i
i
F ~F

t

E E
i
Ornrn Revlelorr ~ 3wnlrebra 9att
D D f~M~JION ~ 10.0N-01
CMdced
H WELL A ~ IATES 0
ARCHITECT
BOONE NORTH CAROLINA
C c
tlxre draelrpe ore the propt.~ty of the trchltect and nny not be wed h aF+ott or In part thlhout tritten
conrent of the arcMltCt. Vlolatort ort wbttct to
opal at~o?t
Copyrlpht ®20~ Hoeeit Astoclates M~ct~lttcts
Protect iltlt
VAST .JEFFERSON /FLEETWOOD
B ELEMENTARY SGHOOL ~ courrr, ?aoRn+ c~nol.in?~ g
DraeYq Tltle
6RADIN6, DRAINAGE, AND
ER0510N DETAILS
star Protect no,
D00'S.I
~ CAR P~K£R Q' 0 »aa
n~`~~ti n~ .~ctE~D ~'~n A~~IA.~MI
4$jl Z, Cr
r t~ rk-;~, rp D,Owkv Na .
A 373 2784 A
i
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17

U 1~. CONS UC
T TO SCALE "
1. Obtain Ian oval from DEN2. A e-construction conference may be required, contact ~ P W
NC DEI~R prior to beginning work.
2 Install temporary gravel construction entrance. Irutall Silt Face. Install Sediment Basins and _
diversion swales to basins as shown y_ .r' I
o`~ Q~, t587 3 Clear site to construction limits shown. Grade site. Begin building ea+struction. i r A`~ ~ ~
~ ~ + i ( r 4. Stab~hie cam feted areas w th ravel and ass as requ red. Instal stone base for aadway and * T ~
~ p 9 9r' parking. Install storm drairioge and oli other unde+ground utilities as agroved. Inspection by ~gl1VEl. .rk~~ ~
ti i ctor ~ ~ IDG' conscrra on nspe ENT~~Gt; ~ IOG' Q ~ ~ ~
5. Compkte grading. Sediment control ~neosures to remain until stab+litatian is complete. Basins to be ~ ~ v' i ~ . _
- ARPBRt- ckaxd out wham 50X full or kss. ~ N s 3? sor
~ i 6 When s+tt is to final grade stabilise all disturbed a~eas with permanent cover Temporary sediment ~ !`~D - _ t~ ~ ' i
6 I ~ 1 nc s +o in thro out construction _ ~ I coniro me. ure remo ugh 'J3 t,~ r ~ ~ ~ i r6~ 33 ST ,
i - ~ A t nt site stabilisation is achieved remove all erasion control measures and stabiiiie ~ ~ lr ~ 7 f er Pew ~ ~ I TO ~
~ cress disturbed by such removals with permanent cover ~ ~ I v` ~ ~ ~EFr TURN ' NT t
d f 1~ l I 2.0 E~~' - 8. Obto+n final inspectwn by com+ervatiom inepettor. W -P ~j T~ ,1. ~ ~E~r rum ~ ~ 21 ~ - - - ~ - ~ - ~ ~ 25 - _
~ v'~ 0 1d 9 Total disturbed acres ore 24.07 acres ar less. V? 6 3
~ ~ ~ 22 ~ - _ _ - - - - ~ - f -
ur. ~ Y 1`a ~ N 2 ~ I ~ ~ p _ - _ _ - 2A ter. - ~
~ r , j I~~ _ , ~ r i / _ - lQ " - ~ ~ A5 1
~ ~ ~ ~ . ~ ~ .
- - I ! ~ ~ Y ~ ~ p i ak~~„~ _ _ ~ ~ r Y 1 .
~ ~ p _ ~ ~ ~ " - 1 llM'~ 1I - - Y - 1 t Y. t f
6~, ` 7 i ~ Y i Y A ~F ~ ~
e , S 1 j ' , r~u ~ ~ ~ ~ ~ ~ \ , i
~ ~ ~ ~ ~ - Q ~ ~ ~ ~ i ~~Y ~ ~ 4 P ~ fi /
~ _ . _ - , . ~ Y ,
~ i _ - ~ ~ „ - 4 -~-r - ; . ~ ,
_ ~ _ 1 T PH ~ - - _ v ,a; S ~ ~ ~ a ~f ~n , „1~,-i~ ~ , 4 ~ ~ , y r- ~ i
9 v - - . - , ~ ~ L - ~ ~ ? _
- - - ~ .1 ~ r w
~ ~ -.-r°= x - _ - -
c? J.~; - - - _ - - t,r 1 G - _ _
/ - , - , - ~,REA ~ ` - Y - W i
? ~ S ~ ~ ~ ~ i _ Y Y' }
- ~ ~ ~ . ~ ~ -'WA ~ ~ _ -u ? ~ ~4 ~ ~ 4 ~ , ~ _ _
. s _ ' - . ~ f Y
s_ A ~ _I ~ 3260 ~ ~ ,-r~ / ~ , ~
. e tt .I" , _ ~ ~ 1 ~ i pt ~,sYR~ _ ~ n ~ ~ ~ ,era, , - _ ~ d~
rj _ ~ ~ 1 - ~ , \ ~ l 0, - . ~ 5T r J 08 G _ ~ r, ~ ~c. ~ - E S } DIM r r ~ SE / ~ ~ _ Sri ~ti ~L ~
r .er 1 ~ / _ / - ' ' x ` ~ ~ _ - ~Ye,~ - 3250 p ~ + ~ D
. ~ y ~ n ~ ;,,Mt)' , t
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~ ~ A ~ A i ~ ~ ~ , ~ ~ ~c.ribu ~ .v.
i ~ ~ - f'" . ~ a . ~ 3~Q ~ ~ ~ cou T ti 8.4. ~ © ? ~ ''S ' 3 'f C uM ~ E~ ~
t1 ~ ~ ~ W A l~TN~ i ~ I, , ~ EATt ~ ~ ~ , r ! ~ ARE ~ l~
a t P 1 X~ - ~ ~ ~h' ~ ' ' l' ~ ~ _ V?~E ly ~ \ \ ~ ~ T O ~ ~1 r, , ~ , ~
x D \ ~ W rs ~ ~ ~ D 'M ~ , 7 ; , ~ . SE - / v~1,- D ~ ~ ;'t h ~ ;l', ~ , ~ i I
i X l \ ~ \ ~ ~ ~ ~ ) l \ i X ~ \ ~ ~ GRI i I 1 ~ ~ J ~ t,~ 0 ~ ?H , ~ ~ IN , ~ - , - ~ x ~A ~ ; . , , ~
T ~X" - ~ \ ~ ~ ~ ~ / ~ ~ ~ ~Q ~ ~ t ~
= 9609 7. ~ ~ ~ ~ . ~ , ~ L~ E ~ ~ ? s
- ~ FI • ~ l o x- ,zs4s~~.z~, o ~ , / ~ 'E' ~ ~ ~ l ~ ~ ~ r~6~.: , :err 1~~, 1., - ~ X
f j \ , ~ V ~ i ) , r f ~ ,
~ ~ ,x , r ~ , ~ A ~ ~ x ~ ~ ~ ; , . 1 i ~ , - } I ~ ~
~ i ~ , ~ ~ 1 ~ s, ~ t ~ ~ /i ~i j ~ ~ ~ ~ _ ~ / N ~ 1 ~ 1 x ,ryF ; M C I ~ 250 i
~ ~ ~ ' ~ ~ ~ ' i J l ' ~3' ~ ~ ~ ~~n ~ V \ 1 ~ / / ~ , 330 ~ I - ~ ~x
i \ ~ ~ ~ ~ l l l ~ , i \ v ~ ( - p~__ _ % ~ f t~ ~ - ~ rG ~ i ~ I o f Sl E~~' ~F'J~' ,fir' " ^ - ~ ~ - k
~ N ' 115 c ~ ~ l ~ / ~ r ~ 1 - - ~ ~ ~ ~ _ s' ~ ~ WETLdIJDS i i
E I o ~ -t ! / I Y" ~ ~ I - - - - ~ X Arm ~ - , ,
P~~ StDu ~ i ~ \ I / _ _ ~ -k ND ~ ,ujx~s , - -
I us l ~ r< I t I ~ ' 3- i 3- - ~ ~ ~ N5 k ~ ~ ASI ~o
{ a ~ ~ ~ ~ , I , ; ~ ~ ~ 3~ EA B RALPH GOODC'
Y' ~ ~ i ~ ~ p 1 ~ ~ / ~ ~ 3 ` - ~ x DEED OOK E ~ ~ i / ~ ~ ~ / , ~ 3 ; , ~ / ~ ~ _ t PAGE 73
1 t ~ \ _ ' ~ ~ J ~ \ \ ~ ~ ~ 'c ~ i ~ 0 , a-' , , r ~ ~w'E~~dti~ ~ x
~ ~ W ~tO ~A ~ ~ ~ ~ I ~ ~ x
f ~ ~ ~ ~ ~'.X~B 8 ~ / w_
\ ~ ~ O ~ I ~ ~ ~ l : . l 1 3~ p ~ + ,w N ~ _ - - - 1a o ~ 3?- ~ - x ~ I ~ _ -.l r--
P~, ~ ~ i ~ ~ i ~ i ~ i ~ - ~ _ x ~ ~ _
-ti ~
Y ~ ~ ~ ~ \ \ t ~ 2 . X ~ ~ ~M.?~ - _
C ~ ~ ~ ~ 3 8~ \ \ ~ _ 'r ~M~' _
\ _ - Y ; ~ r~fON, AIM x
~ ~ ~ ~ ~ 'r ~ + ~ ~ l ~ ~ ~ _ ~ ~-I ~ ~ ~ i i ; x
~ ~ ~7 ~ ~
.TERRY RAY ~ 3 I C ~ 90 - ? ~ : , " SI ~ 32 ~ 8A
DEED BOOK 2? 7 ~ ~ , ~ ~ ~ ~ x r~ 3 PAGE 352 ~L .I ED ~ , ~ ~ ~ R.Yn,b,,, ~ A.~.,~. ~a r N x ~ - ~S ,I - ;i ~it.~~ F ~D ~ ~ = ; , ,
t. ~ ~ ~ ~ ~ L L ~ Y ~A , , ~ ~ ; 270 ~ ,
3
Cam, ,,,~fC p~~M ~ I W ~ _ _ %j ~ r x`~ ~ ~ 'JQ a~b e )EEO E Y ~ A l N ~ ~ E Y ~ ~ ~ ~ AREA Y
I, Randy G. Rhodes, P,ofess~onal Land Surveyor, v ~ ~ ~ , ~ A ~ . , r ~ i x t0 I ~ ; ~ ~ ~ ~ I _ i ~ ~ , _ ~ 3EARIN( ~ ~ }~Et'Ley~Ls_ i ! i ~ ~ 1 ING
~ . ~ _ ~ ~ certify that this maF was drawn from an actual V o ~ ~ ~ ~ ~ i~ X / $ ~
surve made ender m su ervisiom that the err r of Y Y P o ~ ~ ~ \ ~ , I ~ , ' ~ / / , _ _ 'OLIVER Y ~ 4 i ~ ~ - i i~
closure b latitudes and de artures i 1 ~ ~ ` ~ ~ ~ ~ ~ ~ ~ i ~ Y F s ` ~ ~ . w. mess m on mal si nature this ~ ~ 2 N~ ~ ~ o~urb ~5~ FED , ~ - , M ~ 'C ~ ~ ~ ~ - ~ HOWf~LL ASSO IATE
Y 9 9 ~ ~ ~ ~ ~ . t ~ ' of A.D. 19_~. ~ ~ ~ ~ ~ o ~ ~ ~ r C S
~ f~ ~ ~ 1 ~ ~ i ~ , ~ ~ _ _ ARCHITECTS -
' 1 ~ ~ ~ ~ ~ A ~ 3~8 J X ~ ~ ! / , " BO N , . 0 E NORT C R ~ 9 ~ - - H A OLINA
A ~A Y 1 r 'f' \ ~ ~ ~ ~ - ~ : i ~ ~ OIL ~ ~ _
~ ~ X ~ ~ i ~ ~ I PLS No. L-3094 ~ ~ ~ i ~ , r / _ r;nf ~ ~ - ~ ~ ~ - T _ -
' ~ , ~ ~,i ~ ~ ~ ~ i, N ~ ~ ~ - - ~ ~ T?xse tr~n.?,ps or+ 4M property o1 tM orddtact end ~ ~ - _ ~ nn rot Ee uud M Thole ar M t ~tthar! ~ ~ ~ Q Y Pv' -Ftten
i r P. ~i„~PE ~ i . ~ ~ ~„~iicE ,~M , „ 6~M5 ~ i i ~ / ~ ~ ~ ~ ~ ~ CO/Ke11t OI thf V'ChltKt. Vbintorf OfY f1r1,~fCt t0
~ ~Ef;~l~ N ~ - ~i i~ l ~ ! ~iplNh ~ H ~ i i ~ ~ / ,e < _ ~ action ~ ~ - ~
Y yL9 E bt;1~G, ~ ~ ~ . C ~ _ 8Q _ - capy?~nt ®zom ?b.ell Assodntse ~rdrtKt, ~ ' ~ ' - - - - 2~
~ i ~ , _ _ _ _ 3 - . ,
i k :X J ~ ~ T~ - - - ProJKt nw _ WEST .~E1=FER50N /FLEETWOOD
O t ~ ~ << _ ~ ~ _ _ ELEMENTARY 5GHOOL
ij f ~ ~e~e ccurtr, ?~o~en+ c~wuru
~ ~ ~ ~ ~ ,.~tj _ / , ~ v ~ _ \ i~ ' ~ ,Y N ~ ~ , r _
~ ~ ~ ~ _ -
i / ~ ~ / / i/ / - ~ / \ , - - N.G. DA.T.
~ . ~ i ~ S \ ~ w ; ' ~ 1 - _ _ _ FJCISTIN6 d FINISH GRADE ELEV. ~ ~ ~ ,l, r , ~ _ _ _ ~ _ SAE • ' ~ ~ _ -
i ~ B ~ ~ ~ 7 \ ~ ~ ~ i ~ Q ~ _ ~ - tNt Pro t No. ~ ~ -W/Fd''L4uD5 L l , ~ i d ~ , / JK
~ IMIT ~ _ ' 1 I , v' ~ _ + o0o~a ~ ~
V?~~ ~ / ' ~ ~ ~ V '7 i r ~ - + ~ ~ ~ ~ \ i P KfR
1'~ p!~1 /^1,` i - l/ 7 ~ N I r ~ i ~ ~ ~ 0~ tip 09-10-2001
~ , = ,
.j- V L HOWELL ASSOCIATES ARCHITECTS - 300 1 " 8
3310
ONE NORTH CAROLINA
COEN DESIGN, LANDSCAPE ARCHITECT 1 V V A\o
PATTERSON NORTH
CAROLINA REVISION DATE AUGUST 1712001/ 01-10-01109- -f 3
-20
b
n,.
3

CO T NS R UCTION S U NC
T TO SCALE 1. Obtain plan approval from OENR. Apre-construction conference ma be r
y egwred, contact ~ NC l)ENR prior to beginning work.
2. Install temporary gravel construction entrance. Install i P- -R and L- - -
p pe Q M N O and inlet type
sediment basins #1 and #8. Install Silt Fence. Install remainin Sedime , 9 nt Basins and diversion
o~ ~ swales to basins as shown
~ Q~ ~ 15~~.~ 3. Clear i ~ . s to to construction hmrts shown. Grade site. Begin buildi construction, ,~y~ ~ ~ncu Ll M rT ET`'tEFrt~ - - ~,cNtiT~ , p~ dF E~15T f bV -
c~' y~ 4. Stabiliz a completed areas with gravel and grass as required. Install stone base or ~,,i_ f roadway and ~INGIDES 'w ~ ,r. - c -P
,i , ~ parking. Install storm drainage and all other under round utilities as a roved. .~T~=,_(IDU i.l~tlr L~W'T 9 pp Inspection by CCU ~JJE,~E ~pR6f~-~' ~F.d.VEL i _ ~ W _ ~ .p , ~;r ~tk, r ..p , , avEL c.~?ti _ ~ ~ ~
conservation inspector. t~;,~IaGIG~'~ ~ -(EMf ~ ~ I~~~ 4VEMEJJ ~ ~ Z~. ~P b ~ U' n IOc.' lS' -P W tr
3 E 5. Com lete radi ~ ~ ~Sr P E~-'T C p g ng. Sediment control measures to remain until stabilization is cam lete. _ o p Basins to be
n^-,.: cleaned out when 50% full or less.
I sb 6. When site is to final grade stabilize all disturbed are _.s \5 as with permanent cover. Temporary sediment vt iU u ~ ~ ~ ~u ~ u ~ I~1C - ~ E.3(v, -
~ , c ~ control measures to remain throughout construction. V~ ,.1
7. After ermanent site st i ~ t~ t587 p ab hzation is achieved, remove all erosion control ~ ~ ~ lS ~ measures and stabilize ~ , ~ ~-..1 I I n~ ~ Q~{ ~b~~~ - 2~o e~_ ~ 3~ ~ ~2 ~ ~ t'~ I ~ OR
areas disturbed by such removals with permanent cover. 11~ ~ ~ Ldl JEFFERSON ~ ; ~ I T . ~ ST LduF l N :~r ru~N Q M
~ ~ ~ 25~ t-E~r tu~N 8. Obtain final mspectian by conservation inspector ` ; ;P' I :.}?j Ttl~~ I -t-, ~ ~ [ . j., ~ T 21 a., ~ r 2+b c2~ ~ ~ _ - NEL
I~ - 3 9. Total disturbed acres are 24.07 acres or less. - ~ A ,l _ .3 I
a Z2 AFT. Y J' I I ~ . JEFFERSON a ' ~ 6~ _ - Z~ 1 _ ~ -
o t~~ ~ 2~C _ 1 ~ ' I'~ - _ r~ - _ - ~ - S
~ , ~ 5 ~ 141 ? I E~15 _ _ - ~ ~ ~ - _ , . _ _ - r _ _ . ,
3 •f-- ~ _
s 2~ ~ ~ - C - 1 ~ s J T i
/ t~ II ` ~ ~ ,1 r _ _ , _ l - f ~ ~
_ 8~N L__ ' - - ~ - ~ ~ i ~ f. C~1 ~ !J 41
ll ill ~ ~ / r r,_ rr Y+R 1n ~ / C ~f ~ 1~a ~ 3 - - - ~ , aN ~ ~
x~ ~ Q, ' _ a' c~~~ ~ D,I ~ ~ ~ ~ 4 ` ~ ~ ~
t ~ _ % _ _ ~ ~ 'PEN ARE / r ~ ~ V. - ~ ~ ~ - E, AMP ~ .l
- 1 ~ i. ~ ~ ~ ' ~ - ~ 510 ~,R~1~ r - - - 0 r~
~ ~ ~ 9 ~ ~ - ~ S ~ 1 1 ~ - - - ~ - ~ ~E i - ~2 ~ r r~ ~ 1 e ,
_ - _ - , ~ C., ,~S war _ 1 ~ ~ _ r of tT BEN ~ i - ~ / ; ~ E~ ~ ~ ~
\ ~ - ~ '~J -
'S ~ - - - _ _ ~ ~ ~ ~ - - 1 ~ ~ I ~ - - 1 o '
- _ _ _ ~w ~ I g _ _ _ - - - - ~ I ~ ~2_~_ pPEJ{ - _ _ - W i C ~ _ v ~ = ~ _ '~X-~''~ X~ -X X ~
3 - - o ~ ~ ~ _ - -x _ - _ ~ z
X - 1 ~ - t
- - ~3.~ \ , ~ ~.s I ~ S ~ } - , = - ~ , 1 ~ ~ . , u ~ ' - _ I ~ _ Y (•E ~ - - _ , ~ ~ ~ ~ s , OVA _ ~ I ~
_ ~ ~ . - 1, ~ ~ - - n ~ .
~ ~ ~ - ~ ~ I 1 1 ~ ~ - > - / - i ~
- i- , - ~ ~ o 26 ~ ~ 3
TR ~ , - 'S " ~ - 6 ~ ~ r 08 ~ > . blu 25 ~ - - ~ , 0. ur '
p~0 _ x - N ~ CH ~ ~ X, M ~ > vEC~ N X ~ ~ ME b~ I E ~ ~ ~ - , ~ EDI , ED y , - S N
~ ~ - ' SiF~1l~TI~ti , . h2 ~ 1EFtf, (11VE~'Sl~ ~ ` ~ EN - - ~ 25~ ~ - r r~GTlo1~ ~ D _ 3 ~ 12 r,.~.r _ A
< ~ll~ / { ~f - ~ i ~ -~M~r ~ ~A ~ ~ L ~ ~ ~ IMIT S Ihl , . -
~Tw~r ~ ~ ~ ~ ~ ~ ~ ~ 0 Y c~ ~ ' 1 I ~ ~ , A5 , ~ i ~ ; 3~1 ~°25 ~ - ~ - > , " _
~r ~ ~ ~ ~ ~ ~ l ~ f . - ` ~ - ~ ~ . _ i
L i , ~ ~ ~ K ~ ~ , ~ ~ ' r ~ ~ ~ Io1J AT ~ti~ ~ ~ .
~ ~ ~ ~ ~ - T~?'1'F' ~ U Mir ~
i ~ 3~ ~ ` ~ 1 i ~ ~ ~ _
I ~ i ~ ~ i I ~ ~ . , ~ ~J~ l ~ ~ - I _ - , g,' ~ ~ ~u T~,~r~~~ _ , ,
~ ~ ~ Q ' ~ 1 ~ ~ t X ~ ~ W ~t ~ ~E ~ ~ 'TJC ~ o - ~ ~ ~ D~ ~ t~7HLE ~ uM~ ~ ~ 'RE EAT ~ ~ , ,
l ii a ~ 1 1 / 1., . r--~--~ >v I ~t ~ T t ~ ~ ~ 1,? '-1 P ~
i x ~ ~ 1~ w ~ ~ I vll C ~GRI i ~ X' ~ ~ ~ ~ ~ ~ ~ 1 53 ~ W ~ ~ D 15 T t ~ , ` ~ ~ ~~J ,
~ I ~ ~ ~ i l ~ I ~ 1 ~ d x' ~ ~ j > J I I 1 1 ME ~ ~ SED . r, INLE'~ ~ j ~u,l,~i,r ~ .i ~ ~1 I"' 1 ~ ~ ~ ~ ~ ~ r ~ ~ ~ , ~ .ti,~.'..`~,
r ~ ~ ~ 1 - 9609 7 ~ ~ \ \ ~ ~ \ I t6 ~ • ~ N ~ ~ , ~ ~ ~ ~ 6AS i ,
~ 1 ~ 10 _ 33 z- tz s17.z» ~ ~ ~ I ~ I LSE Q ~ ~ FI k ~ 3 ~ , ; -i~~, . ~ 1 i \ , . ~ k
E~v~ 334 ~ I 0 ~ , ,ar \ ~ ~ ~ ~ i ~ i ~ 03 ~ ~ ~ ~ } ~ , fi , I ' .
I I T ' ~ 1 ~ ~
_ ~ ~ ~ ~ ~ ~ ,y ~l(,' a I , r Y , 30~~ ~ " 1 r e
~ I ~ ~a . ~ I ~ ~ - ~ ~ ~ i - -
1 ~ i r i ~ 33cg I ~ i~ ~ B , x C 3 3 1
, ~ c1 + l t h ofd f ,F ~ K
i 15 G ~ ~ ~ t` ~ , ~ , ~ I ~ - r ~ ER'Sl ~ ~ ~E-~-c _ / ~
~ M (~f E . t ~ ~ i ~ ~ i PRpvtD ~ 1 1 1 1 ~ I~ k a ~ ~ ~ IVEf~dtib5 ~ nr~s~
ER5to1J ~ 1 ~ ~ ~ ~ I 0~~ diV 1 1 ~ ii ~ ~ ~ ~3~' . T lu y _H~ / ~
eT ~ ~ i, 1 I 1 I ND 1 ~ Mop 4._ ~ fE~ , ~ ~ ~ ~ ~~T~!~ ~ b~ i 5-
~ ~ r \ W 1 I ~ l ~ I ~ • . 1 ~ 1 I ~ i i ~ ~ ~ ~ I, ~ ~ 3~ ~ EA f ~ ~ A ~ ~ W j ~ i - ~ ~ ~ ~ ~ t~ EA ~ ~ - ~ - / ' ~ IN 5 ~ S
~ ~ i I ~ ~ ,i ~ BA ~ SE o / ' ~ i L~ Z~ ~ I l~ i
rt .r~r I I~ l A 1 1 A ~ ~ ~ ~ ' i ~ ~ ~ ,a~',.
~ ~ I ~ ~ ~ ~ IO 1 ~ ~ 1 ~ ~ _ ' ~ ~ C', NE
I W ~ ~ ~ ~ ~ 1 ~
~ ~ ~ ~ 3 I I ~1 ~ ~ UND
-2 ~ ~ ~ ~ ~ -K, ~ ~ y ~ ~ ~ ~ 11 i~ P E i/ / 3~ 1~' '
^N LIMIT ~ - ~ ~ I .k- ~ j~ ~ , ~ i.lll ' p~~T,~ \ S ~ iA., f ~ ~ : ~Q _ ti t
C~ ~1 ~ ~ 1 ~ < t ` 1 I I ~ . ~ ~ ~ ~ , ~
~ ~ ; i ~ a\ i ~:F',i~ - ter;,., k
- ~ - 32a~ i ~ ~ rF~E,~ ~ ~ Z ~
~ I , ~ ~ ~ 1 ~ ~ ~ r f;Di~, k~,M ~ / - ~ ~ L,4 g
\ ~ ~ ~ ~JERRr RAl' ~ b~ ia°~*~, ~ ~ ~ L ~ i Y ~ _
DEED BOOK 2 t 7 > ~ ~ ~ ~ I I { k
PAGE 352 a,, ~ ~ . ~ ~ . x ~ k 3 I o 8AS1 zg r , f ~T ~ ~ - DIME _ .SE
FN ~ ~ c.. ~ 1 ~ ~ g E~AI. 1. ~i~~-~ ~ ~ g ESA R.,~,,,,, ~ s~.aa„ ,,a T ~
,E 1~MF ~~PE M ~ ~ ~ ~ SC~F~. Vt`,p- ~ ~ ~t f - DPI H ~V x x. , Q' " , 32~~ BK5 I t,~ ,
I Ran ~ ~ ~ ~ dy G. Rhodes, Professional Land Surve r DT ~ ~ ~ ~ ~ ~ I ~D o I y ~ -8-1"00 F D pp ~
y ~ ~E ~ certify that this map was drawn from an act TC~ ~ ~ 1. ` ~ ~ ~ k x ~E TE ~f ual ~ ~ ~ V ~'E N ~ ~ i ~ , ~ ~j3 ~Q- to-ol ?1E 2! ,F, ~ t0 ~ , axd~•d Br ~ Io ~ _ 9 - t8 - ~ t )EED E
t. p ~ ~4 0 ~ 'k? t ~ ~ .u survey made under my supervision; that the error of ~ 7 ~ ~ \ 1 ~ 1~ I-F' closure by latitudes and departures is 1 ~ ~ ~u ' _ I u~- z; o - ,f 1 LApI_-~ ~ 5 0~ 1REA T~ ~ ~ LW6 ~
i ~ ~ I I I W mess my original signature this ~ ~ ~ ~ y~ 1 I ' ~ ~ ~ ~ ' ~ ~ ~ _ SEAR N.
of ~ ~ A ~ - A.D., 19_--~ A ~ ~ ~ li , ~ ~ TU A N~ , ,T~ ~5, ~ siNc ~ it ~ : bO~F ~ OLIVEk
~ 1 ~ ~ o ; . I ~ o ~ ~ ~ ~ ~ I ~ I I ~ ~~1t'! . ( ~ ~J
X! ! ` , ~ HOW - (;LLA sso . r ~ . cl~a ES
~ .1 , ~ ~ ARC N TE
~ ~ 1 i X ~ ~ PLS No. L-3094 , ~ o CTS 9 ~
~ \ ~ . ~ a ~ ~ i ~ ~ B ~ ~ OONE, NORTH CAROIJNf1 C ~ TEF1f ~}~F _~ic ~
hh- ~11(E TEFiP 6~M7 ' 1, / M~ ~sr`~ 1~~ u, ~ ~ ~
UELtii~~ INS; ~ ~ np ?^.H d~ ~ l 1 A I \ ~pf 01'f t1V pr('~~ ~y . / tl~f Y'<+~tK ~ VW ~yY - ~ 1 Mr COI G~
E bE1~GN Ali _ J ~ h ~+ol• or h psrl wtlwl ~ itNn / ~ --f~
: ~>LOF~E V A ~ - C / ~ ~.~~dt~ eou~n! M eh~ v~w~?c L ~ Na k»~t are ~ ~ UO i ,J~c to J ~I sct~
W ~ / ~ ~ C,j~~,,- • , \ ~ ~ ~p11 ~.~g . ~ ~~t ~ toro re..~, ~..n~,,.~ ti~HeK t.
- C TH ~ R a
~ < Ropct new
~ i ~ 7~ ~a NEST .lEFt'E~SON / I'LIEJ~~pt,
. ~ ELEMENT W - - - - ' ARY SGHOOL
. ~ N ~ " ~ I14FZ i CINR', NC'At?+ t~'l ~N i - ~ u+ _
NT k Y;: ~y~: ~ - ~
i ,i,,; slN 3 B ~i ~ ~ - ' W - N.G. D.O.T.
f ~ ~ ~ ~ , . U . ~ ~ b ~SCA ~ ~ ~ ~ + Exi 4~~r~,~x : ~ 5TIN6 d FINISH 6RADC
Wc.Tiot~ ~ItwtlT C,olyT ~ d ~ _ l ~ CLCV 3~ ~ ~
Tc.f.,r r~lUE-~_ ~
-T ^A~ ~ i~tT ; ~ I G`O~U9.1 " f'J `fly; k
i I /ICCr1rl 11TC[~ nnn~ ~i-rrr.-?-r, ~~1.~. _ _E~ _ . -
.F ~ ~ L_ L_ r+v.~vt.IH I CJ Hftl. l'11 I CL I Z)
Q f
z{lU BOONF, NOR-TH CAROLINA 373 a
COEN DESIGN • LANDSCAPE ARCHITECT ~ i ~ cry`
PATTERSON NORTH CAROLINA Ng
- ~U I 7~ A Jl Y
__3 12 UGUS l 2001 <

~T
i
I ~ 3 4 5 6 7 8 `3 1(. it 12 13 14 15 16 17
. I ii~
SHALLOW TYPE INTERMEDIATE TYPE (4X4) DEEP TYPE (5X5) o ~ a ~s rl oPno ro rsar m ~ rsr M a~ Eaasi m isr w oarnp ~ . ~ ~ yflai ~ 11W /I~
a. 2" TO 3' wAS?IED AfiGRECr1TE SkAu BE USED. PAD TO SE SO'L X ZO'w X e' A 3. ~ Tp ~'1 .8: 304,
D AT A MMWUM. 12' MN L _ _ _ _ - S 1.82 QO 15 80 4,41 4.9 S .87 3304. t7 - - ~ L
SIDPf 2:1 ~ b. TURNNG RADAIS SUFf1CIENf lO /~pCOM10MTE LARGE TRUCKS R 1'0 BE _~r_ C 8. 3947,04 .5k1 .00 1 26l1 D.I~ 1.1 8 1.96 1, 7 .67 , - sue , aw 14.
MAl( - - - ~ r PROAADED. r . I1 81 330. 3294 .OQ 1611 0, 1 1'3 :1 1.2 284.2(1 . , ~ i i _
lMT111tAL GROUND - ~ OR FlII. OR CUT \ c. EN?RANCE(S) SHOULD BE lOCA1E0 TO a ~ a~ ' ~ 14,83 - anus ,
STAPES PRGYIDE i0R MAXNIIM UTN.RY EfY ALL 1 _ ODINhICI® 1'll ~ ;caeor , r , _ ~ F 3.37 33I~.00 3344:20 #3 420 .01 1 5 4.116 1. 33(15.28 ~J '
I ~ , i_. { ~ G 2.44 3301,80 ,40 fb 110 0.41 1 4 0.75 0.94 .34 r- ` ` ! H 9. 330 .90 .64 334. 1 0,
onas~w ~E ~ ~ _ ~ ~ BERM e. wusT eE wuNrAwED N A Ct>tIDITION wFN~I WILL PREVkM TRACKMNt OR r r , . ~ ~ • ~ ~ ~ 3 5" 01 1 6 4.9 1.4 3344.8,2 ~ r I f0. 10.40 3303.(10 33~'t 24" 138 1,4 7 0.9 1.8 3304.7
~ 1 ~I CNtECf fLAM' aF MJD OMTO STREETS. . ~ ~ s ~e' MN PERIODIC rOPDRESSM+~ MTIH STONE S ~~-wr r~ J t203 3307.50 1.84 "
xan-ooM,i sraas „~~*~,~:'a~~ SRl DE NECESSAtK; KEEP SOME HAIgY. ~ , ~ooo ~ 330 1.~ 24 150 0,41 1.8 T 1 2 3303.SA eu aa°rY°s~ aaasc ~i"ao~i' i~b. ,a ~c - ~ _ _ _ K 12,93 - -
~ e. ANY MATERML wFICN STA,1, t,IM(ES R ~ oNTO THE Raw Musr eE a~NEO uP ~"~:ot~i b. w~°tc . _ ~ _ ~ _ _ _I. L 3i, - 510,1.011 4 2t1 4.01. 2.1 10 0:85 2.97 .97
K / ae>eEaATar. ~J ~sui • ~ ,r _yc fril 44.44.3248.48 1.80 3;141.40 42' 44 4.01 4 0.1~ .9 7 K .2 3143. fl
~o~ s?,cNC J' _ I ~ DITCH . _ N 42, 32116. ~ ' 42" 160 s;}:1t2b 1,8' 2 0.86. Sa11 wr m oar s•
I ' w - nnr r ro a - _ ara ~ 0 43,86 3298.00 .011 3278,30 42" 11Q4 0. 1. t3 .8y 0 4 4,8 X3.1 ~ ~,i t - _ r w P 30.88 01.00 'S 32 1- G.01 9 0.4 _2; 5
I oa~a Try 4~ i
_ Flow s ~ 12' MN r'- ~ Q 72.40 3257.04 :3275.. ,8ti 48" f 40 4:02 1 1 4 .aQ r wac eaew ~
tor~-moo r- . „ R 72.1 - - ~i~a r
' ~ ~ r- Noi t - ~r a~ao a aN p?ptng a bye fully a coeted ar muted corrtgatl~d mttai pie .064 th?cknes; uwkss otherwkse
j os ~ I oh4AS~Od ~ _ ~ ~ `SO' ` +~iaera~i indicctsd. s '+vert it feet t or ent si ` ' i Pipe lope y per foo , f perc ape, nEUit p~+ by 100. Note: Attua# pEpe iergths
w,n~ aROUno , , ~ ~ . Note: mark "P' is existi 24' c ' . vary n9 ~
w ~ II RBI T f BE CH SLAB DETAIL su. oaea
~1'1L'~ ~ ~ ~ o~usry+ awes - ~ ~-a ~ 5... I ~wraAU~ ~ J
NOTES: e' K ~ r r ~ ~ r j _ ~ ~ ~r RIP•RAP A ~ .G U PR4 5 m N ACCahlela ar nc ~ ax ~ "°ar AM I j
~ PosDRi[ soot MIST ~ pROwom To ASSUlIE GRAIMAGE. i s AK ~r< ~ ~ ~ url~t ti ~ d68 'fh s ~.wR. i ~ ~
aaE EiRE~i6 S® AIO MA+pI pYER51pb TRr MOT to E» ~pq~ VQApILS KlUL MA>a4Ml oRANA6E 1- I ' E 14.89 21" M#N. 1 14' 1 L_~__ ____J .2S _~c•_ -
AREA a 400 AtRf3 wnpuT ~RPptTilC 11aa ~ DETAIL TEMPORARY SLOPE DRAIN ~ PERrrNlIIT GWMB, pYOilp{S AT 1HE TOfs aF 9,d~s MIST 2" TO 3" Muses AAfSlEGATE (2.43 24" 12' 4 1 2,23
E1P11' NTO Aw AflMDrt01aE OIG/1~0ETKS). lE EMI/ dipl a AE MTCT CpMpIT U!® R .4 48' 21' 1 2,25
1 OT ~61T-{AD91 ST0WMl1ER NPD l» All NOTE: TAP~2 ALL APRONS TO TOR A'C A S MW ER GH NNEi.S WHERE PRESENT. PRECAST CONCRETE CATCH BASIN
} SEDIDTT OOIIAIOL DEMCE MIST ~ N!'GI1ED PRXlA TO CIEAIMIG NOTES: APPIICAlIE AT ALL P011t5 Of ! AMD gKRl~p Cf AREA (qt N ODMAAICTiOi MiM li1S 0olRAflON NGRESS !EGRESS UNTIL Sf1E IS x nE ~
i ~R OdfTAOIS Aiq C110190NS A!E NSTALLED AT EACH STAlIRED, FREQUENT CNECNS OF ~a aF TQR WA T R A
CRIICA110iT AS NDICAIBI ThIE DEWCF AND TMQY DI161910K lMQAD !E LOrA~ TO MIMZE DAMAGES BY 1~+WtiE1MNCE M15T BE PROWDFD. 5 CH SCF~ U A I
j ; Op15AMR.''AQI01QRAlIONS. S DiIOl90115 flldJ<D ~ 9EEAm AIO MILCFED IF THEY AI[ TO M RK t0 d s T I+ner n wrdtP? side V19 Ci+dl
REWIN N rIAQE 01l1t 20 WD1101C LAYS, e. CIEGI OIr01~l6 Af'Tflt EACH AAN, a ONCE PER M2]( YNICII 1 12.88 62,4 9.31 0.02 0.45 9,045 15 2t 1 2. 2 0 3 6RAS5
wIOR~R ouRAna~ TO rANTAN TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 2 2.19 62.4 O.i4 0, 0.43 0:045 2ta1 1 0~ 8 .9'S GRASS
3 4.88 62.4 0,28 0,05 0,$7 0 8 2t 1 2 SEEDING SPECIFICATION a '1z ~TRwuNEY
DETAIL TEMPORARY DIVERSION BERM/DITCH (nts) 4 7.22 b2.4 0.305 @.O~b 0.4 0. 9 045 10 2tai 2,33
I r t st.oPES oR FLATTER 5 21.1' 6 62.4 0.38 0,05 1.18 0,03b 12 Ztol 4,68 5 ihetic Mat
Apply surd Ikre at rab of ti0ka/1000 puan test. b 17.12 62.4 0.47 Q0~5 1.43- 0.065 12 2ta1 , 2.97 Stt~ew NGt
Appl 1 to-10 aammerdal organic fartli:.r at roh at 201b./tooo .qua. toot. s«~h . ed,edda: 1 6.24 62.4 0.216 0:027 0.36 0, ~2 2tai 2, ffi ti
* o~ 39 ~ ~ M~ 8 6.82 b2.4 0.203 0.33 4.11 0.1 "
_ PME oM H DATE TYPE RATE 04 12 2tal 2.73 15 R July t5-Augwt JD R~Ibnt Hard FNCw Z80 tDo%en H
b u Sept 1- May 15' Ballast Fescue aid Atuuai Rya 276 ~/acs T RA
5 J. ~1'l May t5- July 18a RaNont Fescue a,d MNet 210 ~/acs
~ ! Wiklrb~d 8tiw a 8fse C I 1 Muk;h with straw of tM rot. o< 75-taolba/tooo aro test. Q 0 1 7.89 7 ~fx145x3 1522 7.A4 0.8 8. .31.378 1b'
NCpGT SUTAIIID 2'IQ• G116E SLOPES GREATER THAN x1
.w~1 RIPRAP i 3 4.04 73 2.8 35x7 '1875 4.04 0.8 8.8 19.483 1 ~
Apply d Ihme at rote of 901be/1000 peon hat. Apply i (0-10 oanmerrsal organic hrtlitar at rate of 201ba/(000 pua>t toot 4 3,58 .7 ~bt 3 8?'20 3.. 0,6 8.8 14.8118 10'
war ' Sued In oocordana with id ochwdui~ °N'b'q S 1,87 .1.45 3 37 1.t17 0,6 8.6 8.aI13t) 10'
~ _ i T- DAR TYPE RATE 8 0.44 198.p 1 3 1 0.44 0.8 8.8 1.74x2 10'
r July 15- Aught 30 RalNnt Faaow + Croce Vatah 200 ~/ocn 7 0.92 1 2440 0.42 0.6 8.8 3.7'538 10
~ ~ G >t~ Sept t - May 16' Ragant Faaoua + Atarutal Rye 275 fda/acs 8 1.8 5x ~ - G May 1b-July tb~ R~gont FMOw + 1~t 210 b/aan 2 3750 1,B 0,8 8.8 8. Z8 10
/ _ . 9 0.58 1018.4 15x30x3 1354 0.71 0,6 8.8 2.8988 10' R Muth wRh (tray of tha rote of 16-t00b/1000 puce feet.
ISOMETRIC MEW • TirnporvX n-aaad SepE~mbsr t, at raoorrunamdad rotas 11 1.32 2306.8 20x40x3 2440 1.31 0. 8.8
- r 3 3$58 10'
A A I F I ~ ; ~EDBED Ptti:PARA110N 11 1.3 1861,9 Z0 2440 1.3 4.6 8.8 14' 13 0.95 1124 24 24b0 1.53 0,6 8.8 8.2424 10'
I - ~ ~ Surtax water oontr~d mawnw to be r»hMad to plan. BA5ED ON INCH PER A Y AR
~ r~ ~ _ ~ T } CRE Pt~t E SEbIAtENT L05S FOR A ONE YEAR CONSTRUCTION Ar+aoa to ba aaadad ahaN ba ripped and epr+ead wRh topaol. otal aaadbad PERIOD. FTL R A I yrp~ ~ ~ ~ . TE B 5 NS #3-4 SHALL Bl ROCK DAM TYPE BASINS. FILTER BASIN #1 ANt1 ~f8
~ $ w; - I ~ m,K Loots row ~ otlnr obatrucdora ehal ~ nrt?oad than ~ aurtoce ao BiQt ARE INLET TYPE BASINS. 1/e' R
~ \ I i , ~ ~ " (hay wu not bhrhra alth eatab8ahnent ana mahtanana? of va/atotbn. Surtaw for trod A -1
! - aaadbad prrpaatlen, at flmlah gradaa ahoan, ahaN ba naaonebly armaoth and uniform. M no sal hat k tartan, hrtfllaar and Nmn h Oe h iaa~nl apaoiRoatlorN. 1~-- 1 r e ' r t!r F
f• y K aol toot k tdr~?, pro,Ada Rma and Artlfiar oooardlnq ao1 toot sport. ~ ~ ~
~ - ANI t~+ ~ V j w. l_ - - lino and brtfhar ahal ba appMd uniformly and m4ad ntMf ~ aol durh/ aaadbad ~ • y.
~ -Avow omx PLAN - ' ~ T . __1 raa wnn~e « -roNrt Flue( e•
A /f~l'Nell - y _ ORAI)E'D SLOPES AND r•TLLS ~ ~1 N ' . .
~ The a fa ~ and flk ahd be no than tM rtdch an De - - o~"v 9r~ aP~ tlrp~ ~
_ SECtION ~u~s~eM+ot o>t Nar PION r b cover a otlser oh araAon cantr+ol da+Aoaa a abuchlna. i ~ y wlatatlw A J r kl any ewnk alopn left ~qaM ahaN, wi in 15 araldnq doh a JO adanda day, of tm>E IAANIUa~ 50' wAx. BEiMEEN ~aNTS 2t'
MAPE 0 S R,pW ar - I~ ~t I~pl 1~1 of any phaaa of q, whbhavr k aAahr, ba pkrrlad ar otltarwka as AT Au ~csr ae;ECTS
- _ - eweM eea~ e>~ Nr a et ~ Tea AI~a - e~w. eYw...r ~>r ~N e>.ae r• CHANNEL LINING INSTALLATION Virginia with grand atwr, a atructurw aufRdant to raatrnh aralion. ' N (Virginia Division of Forestry) FrioNT E~rA1~ s~11oN A_A
_1;1 l ~ rRANSYEkSE Ef~ANSIDN JtAN' lr.~u+sw"+~iw~iri~"~"~f e1O" SIDE EI.EYAAON
I ; „ ~ . ~ _ STAl~gil~ YNn M,ET MIN OM1E At0 FR~ItE ` E I l.~ u es""" tei or aMl~e Nhanwar land-dlaturbinq k undirtakan on a trout oomprkip man thm one E
SECTION A-A son ab K max than ana oon son k trsoownd, a grand away auffMdent h
~4~. raatroln aralbn must ba hd a othar~laa proaldad wilhk 15 waNYq doya a JO ool«ida STANQARD CONCRETE CURB AND GUTTER nts day. on that portion of trout wMch father aatM aonatruation k not balm undertaken. ~ PLAN FOR LOCAI'~lS
SEE APPROPRIATE SCHEDULE FOR DpIQiSIONS FUty blonlat
1. Lo b Un length of the riprap apron. NC DETVR LAND QUALITY MAY REQUfIiE ADDITIONAL ERO610N OONIROL MEASURES AS REQUIRED TO MEET 1HE REQUMtDAENT'S OF 1tiE SEDIMENT AND POLLUTION
2. d ~ 1.5 tknee the mmcknum atone dkmeter but CON11tOl ACT OF 1913 AS AMENDED.
not kste than 6"
J. A flter blanket a' flter fdxk should be metdied bet~een the riprap and eol foundation
DrnNn By Revlslcns ~ubrASSlons Dnte
I ~ iT T i
i RIP RAF' APRON NO DEFINED OL . LE ~ CHANNt l R~YI510N I 10-05-II
5 0' min i _ Checked By
I
f 57 WASHEf? STONE I _ I ~Y K/
I~NGTH A`~ Ni??E Ci ! ` ~ ~ _ ~ • ~S. ww+f~e *rrx+r a~ -
r ~ ~ ~ - r ~ vASAaf As Daa:c>Fn ev sir u?nsawE AAGiTfC"
~ ~ 7~ ~ 3 ~ ,1i~ ! ~ x ~ , , reoo ~iACRt ,r I .fig ~ s w.~ HOWELL ASSOCIATES
RACK APRON AT FOE OF DAM F ~ _ ~jr A, ~ ~ !
Ct S ' EROSION CONTROL STONE ° I ~ ~ ~ ~i- ~ m . NOTES ~ tr ~ t : ARCHITECTS w .v _ ~ ~ lz cA
;~F?AOVf SFUIMfNT Al i I)EPrH '8" mina u5E f0R plAeucY NiEAS I~ 1_ ~ w~ ~ ~ ~ ` ~ ~ n,~u~ 1 BC70NE, NORTH CAROLINA ~ ~ . _ wr+rs i
t ~ noT ~mNC s (~E? ~ K sr ri Fk!TR ~ABRK
E~~ ao+v sHk. a~ A~IIFD , s~0e« ~;Mi)ISrURBE',. ~,~ih ' ;emu bese der, dn~5 a~-e the G~~rpper ty of the e.~chltect and
8.0~ Tin r ' tiOCORDNA ~0 TOM! SPECf1G1T10N5 „ , KEYWAY ! ~ ~ ~EtOSS-SE(,!lt)N O~ILL e` ~ F~LTER FABRIC ~ ASS B ERUS!i->v CONTTiOL STONE S ' _ I • ,~;~,nr° y not bt used u~ shale ;x r. part e~thovt eritte, ~
I I ~onsenr u~ the v~:hlte. t vfoiators nre subjec' to
' e;~ .._tio•.
~ ~ } ~ Sec 1~(lr ! Cc~py.iAht (c) ?00; Hcreil Associates Architects
Z side ~ e~0e 'v~ ?Nr , ; ebpe max W ,r n h s!cpe max. r i i_ _ _ _ i ~I S7~ ~ ~ Pr, sect ?,t!e
gt - ~FSIGN ~E~ SP!LtWA'`"` - ~ AS tiOrEii - ~ k, ~ evrEh rer vAarar I WE5Y JEFi`ERSON ! FLEETWOOD
~ DR1NMl~ ARfi NER l E?ICT}' I ~ f /~S ~ 'r ~ ' ~ ~ ~ w Y s<~ + rAernr ~ ~ ELEMENTARY SCHOOL
\ r ~ ~iPer , k~. 4~ V ! e_u f EYERGE?1C~' w '
~ R G n ciLTFR ~ADRi(' ! ~ j,4.,~, • b~ ~ _ PASS i 7 6~ - ~ d" gF1pN ' g ~rork~g^~he i i
~ ! ~ , C C` ,pY ' ~~r ~ ~ a j t SETTLED JP i I ~ n ~ ; ~:f'' r` ,y , SIDE SlgPS WAS JV i 4 ~ I ~ FMi S1.OR ~ GRADING, DRAi NAGE, AND
I ~ n~1.~~ ~ ~ ~ ER0510N DETAILS
i ~ 111iI awo+s+o~s s~+owN ~ ~n~wur ' ~JSE 4i ' ~ENCti JULY VIHEN DRAINAGE. AkEA _ ' ' .
~l T} R EABR!C I 17flE5 NO' fl((~ED 1 4 ACRE AND NEVER iN to ^rr ~ojert vo _ - AREAS ~ ^ONCEN AiED FLaW : ` ~ . s" w ovrx swrn i _ 0003 ;
~ =it1NF SfCn~~' - - ~ ` `OR ~EPA1R Gf SIFT FENCE: +wo+at 5>a+r AS ' - '
T.)APOIbVh sEneALT+~ rwws k~ L~c~ vpslp0 of Sx~aFlcArn RAesx~. Rt7,lcr~ SEnwENt ANO RESTORE rRAG rc rrs ORxN+A~ wHO+ THE SFDMENT ~s ~ccuMUUTYn To ot~-wur -Hr ~ otTfrr! Or TTY TRAP RACE T}IF TwiT ~ Ar1KrvEn a. sAi.uRES USE N0. 5' urn Br+~+DS(.wE ~+cNrm. , .a 1 Tr,~t , [!ate .____._______-___v.. r ~ ;rA,41FD STONE ~ ~ ~F' 'ate Oat-10-20~t
r,.w. . • nravfu•tcn mm~cu •ot• •un oev, u~r nr rwrr•uu•rrr. o•oi nr nr ~ r•rar l ~ . i
FOR ANCHOR SILT FENCE
Stone Section CHWK THE SrW CrU E " M M " MOM UM M ON PPM. PEl"000AUY CIS of DEM OF THE WkjXAY TO ENSURE rT IS A WORM i Of 1.8 FT. MLDW THE LOW POW OF THE EMOMQWff. MAAEDMTELY FSl ANY KMOEMr OF THE DMN10ENr M %M4TLY ADM DOWN IS PROTECTING CATCH BASIN. l ` i ~ f G^adr~ No.
A OWL ANY MP Nw DOP1ACED FROM THE SMI MY MUST BE R{PIAM MOMO t1Y. N A Y
SBII M THE FJDMIOEM AND ALL owumm ARFA4 ABOVE Tw Samw Pool AID DO111mwm FRoM THE Twp samm LY #IV STANDARD TEMPORARY SILT FENCE
ROCK DAM DETAIL o0filRUCiION wnM 9®116. GRAVEL AND RIP RAP FlLTER BASIN o`~ V e
NOT TO SCALE - NE C °oNE, N
of
17 !4 15 lb ? t~ -

CON T 5 RUCT ION 5 U NC
T TO SCALE
1. Obtain plan approval from DENR. A re-construction
p conference may be required, contact ~ NC DENR prior to beginning work.
2. Install temporary gravel construction entrance. Install i P- - _ _
p pt ~ R and L-M N 0 and inlet type sediment basins #1 and #8. Install Silt Fence. Install remaini
ng Sediment Basins and diversion o swales to basins as shown
Q~. ~5a 3. Clear site to construction limits shown. Grade site. Be in b i
! A~,~ g u Idi construction. ~V ~ 4. Stabilize completed areas with gravel and rass as re wired. 5 ~ncN L?M?r Et`1ENT~ t.,oN t~ ~ o~ aF E~Kr ~av
9 q Install stone base for roadway and W parkin .Install storm draina c~~uc?oe~ w ~ .gyp, ~ - ~
9 ge and ail other underground utilities as a roved. Ins ecti `Tlou Ll~tlr ' T ilk. Pp p on by C~'u E.C~E ~ ~QUEL is-•~", s~J conservation inspector. CG~'~aUG~~ Mf CP~dR-X , i ~,,i
VE1~tEJJ1~ ~ ~ ~ ~ X Ic~c, aSNE 5. Complete radi .Sediment control ~F ~sr Pa ~(C~~~GE ~ ~ ~ ~ ~ U 4 b lP
9 n9 measures to remain until stabilization is com lete. E - ° t - p Basins to be cleaned out when 50°/° full or less. A N -P W ~J`
` - i 3 ~s6 6. When site is to final grade stabilize all disturbed areas with ~ v' ~ ~ ~ - - - ~ ~f'` ~ t 1 I
„ permanent cover. Tem orar s - p ~ N s r 40 ~ v. ,1' ~ , ~ _ ~
control measures to remain throw h P y ediment ~ _ V~ P gout construction. I U~ ~ ~ ~ , l11 I - ~ JEF E s~ ~ ~ ii
~ ~ - 58~ 7. After permanent site stabilization is achieved, remove all ~ ~s erosion control measures and stabilize I - _ ~ ~ ~ L ~ ( tdl "E4-. - ' ~.7
I areas disturbed b such remo ` ~ i ~ ~EFFFRSON ~ y vals with permanent cover. t?- ~ i I E , 8. Obtain i " ~ ~ I TURN LduE ? t ti 32 j,~ ~ ~31. ~ ~ .duF c t ! TOR ~ ~ S
~ f nal inspection by conservation inspector. -a ~ I ~ I 2 ~C LEf r tur.N ~ ~ 2 ~ M ~ TO Z1. f ~ r ~ -
9. T i , ~ ~ ~J~411 l~ 1 ~ otal disturbed acres nre 24.07 acres or less. ' S' ~ - E ~ ~ ~ ~ Ldu t2~ _ NEL > A - - .3 ~ _
MT. JEFFERSON a J 1 i ( ' r ~ _ _ 2 ~ ._l ~ n ~ ~ - ~ L` t _ _ _ _ ; ~ _ -
i C Q J ~ '1 ~ ~ ~ r _
I ~ ~.1' ~ ~ . I ? 11 } - S - ~ ~ ~ c ~ e~~ti~ - Zq _ - - _ stir. - - ~ ~ - - E~ . _ - ~ - - - - l . ~ - - - ~C - ~ ~ - - _ - _ - -
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- e~~ 11 ~ - - . i ~S 'I ~ ~ , ~ - RR T UI ~ _ - i ~ ~
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f ` ~ r Mme' , ' N ~ IJSt~ ~ ~ ~ ~ ~ DIUf.~. ati '~j .l ~ ~ g 4
\ ~ ^ I s ~ ~ _ ~ \ - ~ < ~ - _ , PEN ARE /
~ ' , - a ~ . ~ ~ , c~ T EPHO - _ - ~ ~ ~ E , EMP h ~ f~ ~ 1~
A ~ X31 - - - _ ~ ~ L I i~ ~ i - _ _ - _ - - _ _ ~ S 1 1 ~ 1 6 ~ ~ 1 , .g 2 ~?r-E %
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2 \ ~ 1 ~ . ~ t>f ~r~ ~ - - - ~ ~ Y I•E ~a F ~ _
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I ~ - ~ ~ ~ ~ I~ ~ ~ ~ i , , ~ , i 1 ~ Y_ ~j,
~ ~
i~ RM I ~ F ST ~ u ~ o ~ ~ ~i, ~ 3260 , =1~ cr~nr~ ~ . - ~ l ~ R - d1 ~a~sro~ ~ C ~ +
~ N ~ r ~ \ H f ~ _ _ . I ~ ~ t;~M?r 11EMF'. ~
v ~ y' DIM ; e. I E ~ SE ED y , T - ~ ~.~itiiF~il~t?:,ti EN h~ ~ ~tr~F ~vE~S?~
Vf,{Z-~i(~~ / / ~ ~ F ~ ~ ~-'C~~ ~ ~ f11GT ~ ~ ~ ~ , Df _ 3250 ~E ~ 12 :t~,a~-~ ~ - ~r~~r; A IN ~ Ar~:~ ~ Q + _
bT I ~ ~ I , ~ ~ ~ Q W ~ ~ t `y" ~.tMl~ ~ i,o d ~ l ~ 33 SIN 7 ~ ~ uM?~ ~ BA
3c°I , 25 . ~ ~ - ~ ~
ti ~ ~ r 1< ~ _ - , I T fl \ ~ ~ " ~ , ~ ,
~ 3 ~ k'~ N~ ~ ~ i ~ , ~ ~ IVE -I"U AT ~ . ,
~ ' ~ ~ ~ ` t ' ~ ~ r T- - A.; . 7E1~1F C~ , F, ~ 1Mi~ - ~ ~ ~~uS~f~tlc.t~~ r ? ~ /
~ ~'~.,1~',?~ti'~ x
~ ti ~ ~ _ , ~ _ - I , x ~ w t ~ - R Et~l i~ ~ _ 1 ~ ~ _ -~t RED 'f1C r~ ~ ~ o ~ ~ti t. 0 QT N ~.E 4, ~ D~ RE~RE~TIO ~ \ LIMI ~ ?
i - - i ~ ~ J ~ ~ , -l~~ ~ x-~ ~
_ ~ ~ t C GRID _ ; , ~X A ~ ~ ,F w ~l~I,Fi t~itcN~ , ~ ~ ,fir,, ~ ~l ~ ~ ~ ~ u ~ ti ~ ~ ~iL ~ ~ iii
I 1 _ _ A, ~ ~ Y~ '1~ ~ W I ~Rh~ .L 1x' , ~ i ~d~a iN~.~ NT ',d,a, Q ~ ,i, . , ~ ~ x k V ,
, = 96098 :867 ~ ~ 1 ' ' N ~ A ~ _ ~ ~ ?~31~~ ' ~ A~, ~.2~ 8A~ n~_.
x- ,~sbs» z~, ~ ~ ~ ~ 331 ~ ~ . ~L, ELEV 3~41.t . ~ ~ o,~G, ~ F ~ ~ t~~ ~ ~ , ~ ; ~ ~ ~ k
j - ~ ~ g- I ~ 03 ~ ~ , r1;~~~c/, j > ~ ~ , ~ l f `d
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;n ~ ~ ~ - ~u~ d ~ , ~ ~ ~ ~ ~~E,.. F'ft z
AT ~ ` V ~ ~ ND ~ - , ~ ~ ul%('~1~E3~EC` 6
\w ~ ~ t ~ ~ t ~ ~ ~ i W ~ ~ ~ i ~ I ~ ~3~o EA ~ % ~ :A ~ ~ ~ ' ~ `
~ ~ ASIN 5 ~ ~ r, / ~ B I tt
e ~ 3~t, ~ p ~ ~ A ~ I. ~ / ~ i E~ o ~ S ~ ~ ~3~.r~ i; i ~ ~ ~2 • ,
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~ I ~ ~ ~ ~Y / -
t. ' ~ ~ ~ l ~ ~ ,W . 3 UNp
~ .a__ _ _2~p~.p , ~ ~ ~ ~ _ - -r .~~Y' r~ ~ / / - ~i[/, i / Y
Mlr v ~ ~ ~ r ~~"N ~ ~ ~ i r ~ , j , ~i . / ~ ~
i ~ i / ~ ~ C 2
` ~ ~ ~ i ~ / \ ~ ~ \ a~ ~,o' ~ ~ / ~ ; i ~ /
~ 1 ~ ~ , ~ ~ ~ ~ ~ w ii.~ r 32a~ i,
i ~~t~. ~ ~ `8 a r'~~ E~~ _ ! cit. 4, ~r-,F'' . ; r .f;c11 AIM Z
JERRY RAY a?,~''P ~ ~ ~ \ . 1 I 3b~t ~ ~ l K
DEED BOOK 2~ ~ ~ ~ FAGE 35~ ~ ~ I ~ ~ I' l r ~ I
~ r ~ 30~ , 1 ~ ~ V. ~ ~ / ! k BA51 f ~Z9 J . Ef~T 3 DIM ~
v . ~ ~ ~lN. I F. ~w f ~ • ~ ~ I ~ EBAL ~I IDE ~ M ~ ~ B ( - SE _ AL FIELD ~ ; _ ,EB 1 bywc ~ Revylory ~ A~
P~ v~~l~ ~ S~ ~~s ~ a ~ _ ~l . c~ ~ 1 Q ~ ao.+. >v a , LAT r, 321 ,
I, Rand G. Rhodes Pr ~ ~ ~,l~GH ~ ~ ~ x x, Y ofess~onal Land Surveyor, DT \ ~ ~ ~ ~ W W .1 BK5 11,44-
` I ~ N certify that this map was drawn from an °ctual TC~ %~t^E ~ 1 ` ~ surv ~ .1~ v~ ey made under my supervision; that the error of ~ _ IV '10 ~ N 0 ~ - 30 - _ ~ 7 t0 ~ ~ 3 9- to of "HE 2!
closure by latitudes and departures is t: ~ \ i, IV f~ ~ ~ ~ d ' _ c?xd«d er iV `i-Ig-or )EED f /i,l 1~ ,J 4~~t-a ~n _ -
fkt ~ ~ ~i fitness my original signature this . ~ ~ i 1 I ~P ~ ~ r ~ ~ j0 5 -o ~R I i j,_j~46 1 EA E
1 ~ ~ ~ N °f A.D., 19--- l ~ ~ 3EARIN~ N~ ~ / ,E ~ fA ~ A ~s
\ ~ 20 i TO \ ~ , 0 0 ~ ~ i ~ ~ { h L~~,T FE.R-_ ~ _ 1SING bfl ~ i % 0 , U I~~! t ~ 0
1 ~ -i", j ~ ' ~ ~ ~ ~ LIVEN
, 3~~~ ~X,~ ~ WE: LL A sso r ci~a ES i _r~ ,
~ - X I PLS No. L-3094 ~ ` -r'~ ~ i ~tg. a ARC HIT g ECT S
~ \ ~ ~ i - ~ ~ ~ ~ , BOONE, NORTH CAROIJNA
r ft: 'y Ih E E.Mf : ~t S ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~Cil L~
IF1r; ~ ~ ~ ~ / -
E bENGN ~ AT ~ LO 'Ai ~ ~ . Drt~rty D/ q~ v~<ittKt fin/ ~ ~ ~ ~r rot e. \ / ~ ~utd h fiol• or h pv! ~lho~l • ttlfn
Y C ~ _ ~ ~ coruent oI 8~ en. vdrlK~. ~t•!.lw~. ar. ~e !
' ~i~ ` `
r ~ k ~ r ~ G~ ~vy~! loaf M..li 0 TN ~ ~ b, i ~ ociat~~ h~cMNcb
{ j` O h ; 1~~ ~ Ro~ct tnw
NEST
~ ~h~i-~~ON / f' - LCJr i'h1G~jt ~ _ _ _ ~ r ELEMENTARY
~ , v _ - , SG NOO L - - ~ , ~ele ~ aw... cKr. n, M,
T ~k N Cry.?,p nn.
1 ~ SIN 3 , B \ \ W
~ ~i b SC A W
c:Ti~t~ l~lMlT ~ ~~Er~ ~ ~ ~ - w~F,r;~l,c ; ~ ~ EXISTING t FINI d 0 _ SN E,RADC ELCV.
j~F1P. L'I IMIT~~ ~ + ~ pro,pcl w.
u~'TION L ~ ~ ~ _ O'O(J~.I
f`I nT~c no~u~Yrr•,-~ ~~~~T~ ~ ~ ~
, . -.,,kh,-----___
BOONE, NORTH CAROLINA ~ '33~oti_ ~3 ---3,300 no to Oq k?-2001
373 2 784 o-o.?,o i Y
COEN DESIGN • LANDSCAPE ARCHITECT i j• no to
PATTERSON% NORTH CAROLINA }
NE Vi ENE,
~ a ~r / o?
7~ 777"
+ REVISION DATE AUGUST 17 2001 -10- D
TaI~E ~ 200 ~ h ~

i
i r~ 1 2 s a S 6 7 8 10 11 12 13 14 15 16 17
T
NOTES: 5FIALLOW TYPE ItVTERNEDiA1E TYPE (4'X4'} DEEP TYPE (5'X5 }
o. 2' 10 3' MASHED A6GflEOAIE SHALL BE USED, PAD 10 BE 90'L X 20'W X e' a ~n oe leas M s>nM tb rat ro eo ~ w ovn8 lava >d rut w oernrl . 3.07 7,~ ;tiS ,4i 5 1
f 11' ~ D AT A MMIMIlwI• ii ~ _ , ~ 2.a2 40 1 ~ ~,Of O.i 3 b:7 #7 :1T L
~ SLOPE 21 ~ b. TilR}BNG RADIlS suF~lcro~ iD ~p~ ~__ar_ 6;9 ~ 1~' T4,t#2. t.t a f. ~'i. 33A3.~ 1r pl ~werls-
A000WO0A1E lAROE TRUCKS IS TO ~ MN( ~ i ~ ~ PROYbEED. . _;r , _ w , , , , 14.x13 ,64 ~O~M: 4.46 t . 1'3 1.1 22 ~$4.
IMTURAL oIlOUMD ~ ~ ~ ~ ~ c ENIRANCE(S} SHOULD BE LOCATED TO , ~ _ ~ t4 - - 3216 ~ ,
Sl4PEf PAONDE FOR MA)ONIAI UTiIltY BY ALL ;'r~'~"ai`~' F 3.31 .33{18.04 3304.E 15" 13# 11,04 1 ~ Q', 1. ,:26 ~ r
, 001lMOI1m 111 ~ ~ ~ 2.44 3307 ~ i #t? . 1 1 4 4.75 8s~4 .34 r ~ ~ ~ k
aw~oN aKC ~ rH. - ~,wo way wtT BERM d. MUST BE MAeRAe1ED NJ A CONDmON MMICN MILL F'RENENr TRACKIIC 0R - , : ~ ~ w 3.54. 330 ~ 1 ~ ~ :a , 1.12 33a.a2 T r ~ L , r r I 10.78 313 :00 ,4I+ 136 .$i 1.4 0,4 1,8 33F11,15
.~",~:1..".w:\~,"4:~w ' j DIIECT FLOM OF MUO DNTO StREETS• .k?' tf'?;s'~~' 3' ~ S' wi - 1!' MIN ~ PEItlODIC TOPORF~NIC N~T}I 5f01ff r ,e u~r~u e r J 12.ti3 33G7.S4 24' 1 6:$1 t.a ` 7 1 2 38~D3.8tI
Nan-oowx sra~s ..yy 1, Fs~ ^;k;~~ SILL BE NECESSARY; KEEP 501E HANDY. A ~ ~~r - _ _ "~ina'r1°~ Newc s K 12.63 ~1~(t.t
~ ANY MATERIII IIBCII STIII MAKES R r~t a,~ib. w~c - , _ --t _i - ~ - ~ t~,a1 2.2. to ~.aa - 3244.97
ONTO THE ROAD MUST BE CLEATED UP ~ YelfDIAtET.Y. ; ,r x~. , 4Q.40' 3 .00 .00 42" 2.2 10 4.85 2.97' 3293,97 K c, "ate
K - r.. _ sA' ~ ~ N 42.39 329f.40 ,8F1 _ ,q! 42" ~ .025 1:a 12 0;l~ .01 32"9 ,Ot
~a s+wa~c I I ~ DITCH r uor' m omaio s T ' I` M" _ n,o1t r ro ~ _ er.___ o+ek m 0 43.ae 339#=00 .10 . .oo ~ #.30 1Mb O.b3 1.a 13 o,a1 4.a
1e' MN+ . r r, P 30.x6 3291.40. S.~ 3275:011 38' 1~ 4.01 9 0.9 2,7 ,70 , i 2
~ cae~uaho 'wc ,2' MN+ 1 1, leer r »w,ep ~ ~ 4 12.40 3187.00 4a 1M~4 0.1~ 2.5 1`6 1 4 3~6. r , , - i __i ,
Ta a ~ r r _ _._1 R 7z.~4 - - ,4o Fps r
wvro-cawc~o 11 cu 15wo) .-1.1 r r Note all t0 be fui Olt COdt1'!~1 Or ini2ld cart dtt?etal ' ,064 tfiictf9 unle~e 01i1G"tYi9e 1?~P~9 h' ~ P'WWa 'roue ri"~ r
r - D.5' mn ~ indicated. p~ slolx given M fact per foot, for ptrcent s~pe; atultiply by 100. Note, ~cttoai pipe ll:~ths tnlty
d ~ i+- ~ V . . Note: mark "P` is existi 24" n9
r~nnw aiouno „ ,N„ „ SLAB DETAIL w aroa
I I r ~ . • ~ BERMJaTCH d ' a a~Q \ J n, rk ro, Au r~c~er T wo Aka ~ ~ 7 . Ap~n
ec ww,k, r ra, roT ~ ~-r RIP-R,~P I"tr"I'~l? s Li t' ro N r,~'rn[ ~ ~ ~ Ae ~
NOTES: ~ B' MII ~ ,er i .a .wage ~ ~ y a'T Qt1TLR1' Q t~l Y1~N d~1 '!'#tiGkiielli asa, ~ ' ~ 14.83 iaNl+l. # #4 1 2;15
1, POSmMF QIAOE YUSf ~ FRONDED r0 A4W~ ORANAOF. F SLOPE EIIL80i 7>j >I~ AND Mtp1011A~1. Bt1' NOT to ~ 1.~_-. J ti _~r _ _n _-I K 12.93 24" M~1. 1 14' 1 2.25 `
E19(~ !KQMpI NIIOFF lE1Dp1E8 ~ ~ NAI0~1 ORAl1AQ i wnDUr SulPdrna ~ Fa AREA a 6.00 AtRI;S DETAIL: TEMPORARY SLOPE DRAIN
PENIN~IT CNMAB, glER90N5 AT 11E 11>PS a SLaE3 MU6T 2' TO 3' NMSIED AOAR£GTE 1 E]P11f 1110 AN A9IMIOIED S101E ORIM OETALS) THE E711/ ~ 2,4 4>!" 22' 28' 1 2.25
oral a >Ft Lott ooMMONIr u~Eo i SIT ~ u~sEOl art-uo~sfaRltElt NOTE: TAPER ALL APRONS TO STt3RMWATER CFi PR S NT. Afi.~ WIRE E E PRECAST CONCRETE CATCH BASIN
S SfD11D1T CgIR10l DEMOF Ilat ~ PNOR ro CEARNB NOTES. APPUCAOLE AT All PolaS 01
AND aueeNO a ARU oR N aawlcloll wR+ TITS OPaIAtlOli eloResc t ahlESS uNn SirE 13 F Stl~btf CDAil01S ACID OIIOISIgR AI[ IISTAUFD AT EACH AAMUZED, FREAIIENr CHECKS OF E13
fllflGr P'pN? AS IpCA~j}, TIK OENCE AND TMELY DIVDIN0111 f1011J1 ~ I,OGIIFA 10 YwYff DAtIAf1:5 BY MAIr1F~/~V1CE MUST BE FRONDED. T R AT R UI~ A 5 W C U C 5
~ COIISIB1CApI01BtA1gMS. I N N MARK d S ~ p widt3l Side V#~ Chm~e1
~ RDIYW N Iola oA F 111E'r ARE TD t tz.as 62.4 0.~6 0.42 4.45 0,04 2ta1 2.3z 6R~Sa
+L a+Eac a+eRSaa Af1ER EACH Rol, aA ONCE Pal w~1c ww+ ~ Ls TME ~+drrtR p1~i11f0N~ ro MAYAN TEMPORARY (~tAVEI CONSTRUCTION ENTRANCE EXIT 2 2.t4 62.4 0.14 OA5 .0.43 0.045 a3 2to1 1,93 S5
FUNCi~! ~ 3 4.88 62.4 0.28 0.00 0.81 0. ~ $ 2to1 2.12 S'rRA W i~r
SEEDING SPECIFICATION 4 1.22 62,4 0.3 0.426 Q.4~9 0.445 10 2te1 2.33 6R~4~S
DETAIL TEMPORARY DIVERSION BERM/DITCH (nts) 3:1 SLOPES OR FLATTER 5 2176 62.4 0.38 Q,f?5 1.~ 4,Q3d 12 2ta1 4,68 ~ S ~ Wit'
Rural Ilene at rate of 901ba 1000 are feet. 6 17.12 62.4 0.41 1.43
~r / wu x;05 4.065 12 2to~ Z.47 5trtnr Net Appl t 10-10 commrrcid organic rertti~er of rat. of 201bs/1000 rQuan hat. r 7 6.2'4 62.4 4,216 O.oz7 0.36 0~? Sz 1 z.~9
Seed in aocordanoe wiN, falowinq >cfi~~ ~1D ~
PIPE oM N 8 6.8Z 67.+4 0.203 4. 3 4.11. .t04 1 :1 , DATE TYPE RATE 3 O 2 2 11 ~ R
Jul 15- at 30 Relent Hard Fescue 230 Ibr acn H r ~?w I Sept. 1- Flay 15a Rrtlont Fescue and Abruui Rye 273 Ibr/acre
~ ~ . , r ~ r L AS SCH _ U flay 15- July 13• Rrliont Fercus and Muet 290 Ibr/eon
B ~ ct~ ~ 1 4 f 75-1 000 an rest. Q 0 Weir Mukd1 wiU1 straw at the rota o OOlbe/t squ 1 7. i 9S7 3 x14~x3 1 5 7 '
T NcDGr 3iNgMD rxt' allot 522 .Bi 4.6 6.a .31.375 18
/l~J ~ RIPRAP SLOPES GREATER THAN 3ci
' / r 3 4:04 133Z.a 3Sic 3x3 781'5. 4.04 ~O:i 4.8 18.483 10' Apply Iturd lime at rote o} 9D1ba/1000 so}?ore feet.
Apply t 10-10 cartlmerdd organic hrtliter at rob of 2gbe/1000 equan tact 4 3.58 6497:r Q~ b720 3,5a 0.6 9,d 14.646 tp' Seed In acloordanoe with folowin sdledul~ 9 5 1.87 3031, ~x 3750 1:87 A:6 6.8 8: 136 10'
1~ /MN ~ 8 0.44 796. 1 x~lx3 1 0.44 ' 0.6 8.8 1.7952 10`
. _ ~ + DATE TYPE RATE July 15- August 30 Reliant Frroue + Crown vstoh 290 Ib./ocn 7 0.92 1 # 20x40x3 1400 0.92 0.8 6,3 3,7536 10'
1YP1011 CONC. ~ AAlti~ @B) ~ r iw Li Sept, i- May 1Y Reliant Fescue + Abrual Rye 275 ~r/ocn 1.6 ~
w . Ma iS-Jul 15• ReRont Fssoue + MMrt 290 Ibs/oae B 2904 25x$0 3750 1.6 0.8 8.$ 6.52a 14 r r g 0.58 1016.4 15 x3 1350 0.71 0.8 .6 2,899a 10' 4
ISOMETRIC VIEW _ _ - ~ ~ Mukd1 wRh etrnw at the rob of 75-t00b/1000 square het.
+tf. , ~ Te1TlporarX re-seed September 1, at ncorrwnanded rotM 11 1.32 2395.8 20x#0x3 2400 1.32 0.8 8.8 5.3858 10'
~.xA~ y f { ~ 12 1, 3 2350.5 20x40x3 2400 1.3 0.8 8.8 5, 304 10' SEEDBED PREPARATION
A A I~i ~dx x~~f1 13 0.95 1724.25 20x40x3 2400 1.53 0.6 8.a 8.24 4 10' 2
- - ~ ' o ~ ~pr Ej T - ki Surlba wabr oontrd msarunr to M lfwtaled b gore. BASED ON }INCH PER ACRE PER YEAR SEDIMENT LOSS FOR A 0 Y AR C TR Arcot to be sesdrd rhaN be and wlttl t rol. Tote seedbed NE E ONS uCTION
• r~ oD PERIOD. FILTER BASINS #3-4 SMALL BE ROCK DAM TY A I R prepared dpth rhal pe 4 , PE 8 S NS FILTt; BASIN #1 AND #S
I_ _ w s Loo« rods, root, and other d>itructian rhd be removrd tram the rurtocs ro that ARE INLET TYPE BASINS. ar Ana tMy wN not inttrhn wHh ertabllelxrlent and mainterlana of vepetotion. Surfaw for fhd A 1/>!r ~
~i °~o k , n,[ ~ ~ Chown tllal b, naonabl rnlooth and w+Mam. a,ee.e pnparaaon, n'M'' godn r ~ ~ a 1t1"
F - - - _L______._ H no col test N taken, hrtllstr and lime b bs to s. 1 2' / F K sal test ~ taken, provtds INne and fertlhsr aooadfn9 o sal tart report, ~ i
eo • PR ON ' b. l Lo - At#ON 1D101N - ~;~x ~ ~`r . LMne and hrtNiner rhd be applied unlfortnly and m11ad with tM td durhq seedbed I _ _ _ - _ ,p 1/r' R. ~~N.k k~~• ~ ~ ~ ~ ..mow x preparation. y _,iouT frtm
s x PK i 1~1 rtk ~ - r ~ t
° . APaDN o1nN PLAN . • . ~ - ~ . ~ . ~ AMaeR ~nnlo N 1. _ - . - . - ' _ _ GRADED SLOPES ANO FILLS Y 1. ~ tti• ~ ~
1 s-ncu bs 1. - -
avoe~ The a for godsd slopes and ills rllal bs no gaoler than the ands whkh can ,lea, ~ e, n,o,aow ratan by vrgstatM cover or other odsquob erotbn cantrd drAoss ar structures. A J j ~ r-~
er aLOPC o s Flow x. i In aft eMent, Mapes left e1~0ard thdl, wNhin is MOftIk19 day, a 30 oakndar days of NOTk A+AiN?AIh SC MAM AETMEEN JOINTS ~ 24` ' flan of any phare Ot q, whkNswr it rhorter, be planted or 01t11rwlte aR A' u~ R1G~0 Da,~cTS I-
with geared oovsr, ar rhuctunt euMolrnt to restroh .ration,
_ ~I: »LN..a.rwr.,r ae... a>n~ ol~ r. CHANNEL LINING INSTALLATION Virginia J (~rginio Division of Forestry} FRONT ElEYA1N~l ~,.~.,,,.L SECTION A-A pt0UN0 COVt7t a aian..w wu a w,oe.: tt ~asru+ ~r .ra+ ~ANSYfRSE ~XP~WSION iGINr .uauaoro~reE~~ra SIDE El_EVATICJN
~4~~i` ~~-kil ~~~~I ~~1-=~.~!1~.il,T ~ , , SfANOMD YlltO ITT wlfli ORA1E IMO PPoIME e. u ova ~ aw 4wo
E I IM+enew land-dhkurb octMt b undtrtaksn on a tract oomprbklq man than one E ~ d tb eon and M rtlas than ores eon oon M unoovtrsd, a Bowl oowr sufAcien
° J SECTION A-A NOTES: restrain «oaon mutt b• bd ar otherwirr provided within ,5 worWnq dayt a 30 odendar STANDARD CONCRETE CURB AND GUTTER nts
SEE APPROPRIATE SCiEDINE FOR DM~tISIOMS Filter blanlat _ ear' undaftaken. days on that portion of the treat which further actM oorlstructbn b not bring $EE PLAN FOR LOCATIONS
1. to a tM of tfa ~P apron. NC OENR LAND QUAUIY NAY REQUIRE ADDITIONAL ER0610N ooNTROI 11fJ~St1RES
AS REQUIRED TO MEET THE REQUNZE]dENTS OF THE SEDIMENT AND POLW110N CONTROL ACT OF 1973 AS AMENDED.
2 d ~ 1.S tkneB tM maxkllRn Btane dklrleter but not Ie1B thal 6r
3. A Atx blanket a Ater tablia xhalid be inetdled betwan the rlprap and eoi TaNldatlan. Dram Bf" Revlsbns / Subnlisbns Data
RIP RAP APRON - NO DEFINED OUTLET CHANNEL DG/B5 D Rl~VISION N 10-0~-OI
D
_ 5 0' min. Checked Hy~
S7 WASHED STONE B' LW6
LENGTH AS NOTED i.s'
_ _ ~ MNI. 12' TF#CK X67 BIWEID Sf01E •1i 1 ~_f1r14 _ _ t _YNwE AS Oel1C1® rY 11E LAIOSCAPE AA4f1FJCr
n t ~ I _ _ _.I IATES OC LA S HOWEL
x ~ ~ leoo ou. rr/AQI[ ~ a' IMJL 44 12 ~
ROCK APRON E 1 AT ~ \ t H ITECTS AR
CIASS 1 EROSION io NOTES: r REMOVE SEDIMENT AT 2' DEPTH i. u!E FCII DRAIYIoE ABEAS I w. 1o rr~ w, 121/t oA uE wee ; riteeealltt>E BQONE, NORTH CAROLINA
18 min.l Nor DI$fDMC b (~I ACIEi 1 C 1_ ~ wo C
' 2 EARA1 loll >ll1AL1 BE STABLlffD M SSEDNO FLIER FABRIC _ _ ~ ' I UNOISTi1RBED SOIL ~ aR~DE These drasMps era the property or t?r nrchlttct rend
8.0 min. / 'gyp ro ~ sPOp11CATla~ CROSS-SECTION clawLl B' IDR nny not bs used h shale or q+ part etthout erFtten
KEYWAY it .w FlL1ER FAEIRIC CIASS B EROSION CONTROL STONE consent of the nrchltect. Vbtntors ors subJrct to
4~ i tepnl action
Copyrlaht ©2001 Fbsell Assoclntes Architects
Cross Section , 2 ; 1 aide 2 : 1 aide ~ / _ ~ MN. _ i FRONT VIEW
eb max. / I- ebpe max. Welr ~ pe _ 1.6' l _ DESIGN OF SPILLWAY51 1 Protect Tltte P°rT V~5T JEFFER50N /FLEETWOOD
AS NO1ID DIMIIMOE ARErt ME>R LDIOrN eokeM wt~ rAerc _ ~T ~,+a vneac ELEMENTARY SG+~OOL
(AalEa) (Fr.) ! x1 BOE HOPE IIA1c ~1 , , ~e?f cou?irr, raletr+ cMOwru g
i 4.o FllR~D1CT ~ s as y, F« -?r'em r ~ ~ DrarY,p Title
3 !.0 ' ~ Ar IEION 1~ _ \ 4 10.0 SET11lD LOP nun
B 1zo ~ W`'t of aw ~ r'~! ~i IN6 DRAINASE AND # FARAD ,
UNDISTURBED SOIL t ollolllolls wlan+ ARE MIMNI _ r Mtl. EROSION DETAILS ~ ~ ~
FILTER FABRIC - USE SILT FENCE ONL NF#N ORANiACE AREA _t ~ NOT E>aCIID 1 4 ACRE AND NEVER li ~ - r ~ ~t amt darn Sent Pro,Ject No.
/ STONE SECTION OF CONCEN lED (1011 ~r~
~ MAINTENANCE - 1 IiSPEi.4 TFaiORARY SEDIIOif TRAPS AFTER EACH PEA100 OF 510NIF1CANr RNIFNL RfIIWE SE01ENt AND RF4f01E TRAP TD rt5 ORIOIIIAL FOR AEPAIt OF SILT FENCE ANGI01t 9fMlT ~ CAR pARl~R F~ ~p~ USE N0. 57 DIFCIFD rr tJY091aPE AAp11~.`T (7l 0 Date
ti.wrw.r rr•rr~ sue rwnn use uw rr r ~~en M wtyu s nr HCr1~Y MfIL K TLi "f/0 01 rK 71r 6f11~/Yf TIYT R ~i1M1YFfl Y W~' r~~~rrr (1~l' ~A. C'~ .~QE~ ~n A4.1~+'Zl~1l
VAGIRMN 1 1f acY , Irv - Nf.-,- - • - - - " - " ' - KEYWAY A DEMMMIED DOPOSAL AREA AND REPLACE THE CONDIMMMIED PART OF THE Qft% . FACIM
Stone Section 06M THE SIRUCMM FOR DMdAQE FROM M" OR P94M PENOMA11Y 0*30K THE DEPTH OF 1HE SPILL MY TO ENWRE R 6 A ?wuA FOR ANCHOR WHEN SILT FENCE VIEW • IS PROTECTING CATCH BASIN. DE VIEW 4 `r Dra Na
OF 1.8 Fr. OELAN THE LON PW Of THE EMBAWMENT. bUMMMY ELL ANY ffMBMW OF THE EMOMOGENF TO SLIGHTLY AWK DEEM A GRADE. AMY RIP MP DEP ACED FROM THE SPUMY MUST BE REPLACED RMEDMIELY. 373 or 2784 A Y
SMLME THE El/FMMEM AND ALL DSTURMED AREAS ABODE THE gMbW F POOL AND DOWNSM M FROM 7HHE TRAP MAMAIMY AFTER STANDARD TEMPORARY SILT FENCE
H c~ 5E~101A
ROCK DAM DETAIL oasTRUCnoN uEHHL SEEDla GRAVEL AND RIP RAP FlLTER BASIN
NOT TO SCALE of
~ ~ 3 2 4 C) n it 12 1? 14 15 16 17

_
j
1 2 3 4 5 6 7 8 9 11 12 13 14 15 lb 17 10
i i
I CONCREtE BLACK CATCH BASIN
I L Sfnoothly blend ' pp~n ~D ? ~ - ~'S7 YI~IEO 5101 FV.T~ - ooalca~t ono .F--------_-- L ~ S1OI~ Fu.TOi (irN~l. 12 THK;K)
~ ~ SEDN~I'f S1 ~ I _ AT ENO OF PAOJECt~ GTCH BASMI CNt . SEDN~M SIGRACE ZONE sE RAMC AS NRFDED PLtJ00AKi OPEN
,r" i COURSE Of' ilOE"~( WfM MdRAR

~ / .ti: D~ ~ RISER CAN BE BtRLT A8 A STAN{ CATCH 8~N/JI~NCiION BOX (1MTii
~ ~ ~ WEEP HOLES`) AND BE UIEJZED AS
~::~r': - SUCH WHEN PRO~ICT kS SrA9LE.
r.... ~4n CUI.VEKI' PIPE 1
- K
i GRAVEL BEDDNrC ~ ~ OIALVANIZED IIIJlDMWI1tE RE
OR FILTER FABRIC CLORH W/ 1 /2' CI~RD tlD
Design ~Icknest Y-SIiAAPED RIP RAP CHANlBL. PERSPECTIVE VIEW
i i
~9n ~ DeeiBn top width GALVANIYEO FIARpMtARE CLOTH 1/2' X 1/2" GRID
Flooa sror:AGE zoi~
J COURSE OF BLOCK LAID S10EWAYS ON J
7 SEDI>~!T STQIi11f,E ZONES ~ ! 3 SLUES OF GTCH BASIN
- (TOTAL BASSI CJIPACitY) \ ~ ~ ~ ~
~ 1 i ~,OR, 1.5
~w _ ~
I _ ~
Smoothly blend ! :i CULVERT PIPE .
GItAVEI REDOING ~ •'t' f ~f1t0Ct onC 1RAPEZODAL RIP RAP CHANNEL. __.I. _ OR FILTER FABRIC
~ ~
width ~ top - - -
j i I \l ~ i I
DMlgn ~ _ ~ ~ ~ ~ CONCREYE FOOTBIG PAD
- I 1,5 7 WASHED STONE FlLTER IAID At#I?INST HARDWARE
~ - i• TH (1.1 SLOPE - - 12 THICK)
Design thiakMa _ _ _ _ _ thk;kneee ~ C _ CLEAN our PANT (1/2 oEPT?+ SEDIMENr St~AGE ZONE)
- - ' j - - - - - SECTION VIEW
T / ATER SECTION ~ f II TO BE USED WFIERE EXCESSNE STOR6IW GRAVEL BEDI~IG ! VELD(~11ES PROH191T VEGEfATNE lam.
OR FILTER FABRIC SQE OF STONE WlST BE 8'Y
PARABOLIC 9HAP® RlP AAP CHANIEL APPROPRU?TE DESK~1
I , R Fl T R B ASIN H RISE L E
CATCH BASIN RISER F1L H
RIP RAP LINED CHANNELS
i
i 1
i I
G G
I
i
i
i i
i
F F
I
i
f
i E
E
a
I Drrun >M i sins ~.a
D DG/~ n R11EYI~ION N tU-O~-0I
t~xand tr
i
TE A IA H LL W
T A HIT
NORTH CAROLINA 8O0NE,
c
rn~.e er..h+ps cry q+e prap~rty of +ne .rc~s.~t and ray nst i+t ur.a h .hol. ar M, part rtlhout ..itten
aorwnt of M,e ertiM4~ct~ vlotators orv ale,kct to
cepy?~nt ®xo~ ~odesK karac<:
Pro,Ject tNk !~T ,,,~ER50N / FLEgTWOOD
hRY SGHODL ~+t cou?rtr, ? caouw, g
B DrnrMp Thee
IN6 DRAINA+rSE A1~ r ~
EItD510N DETAILS
?a,
ooo~.i
C P~~R o
i
i i to
A jrw U 373 cow
i
i 5EMMI015
i
I Of'
1 2 3 4 5 6 7 8 9 1G 11 12 13 14 15 16 17
i

gg J C S U
Tr - 0 SC LE
. 1. obtain ~an vat from O,EIJi2. ~ e-c0 i aFIN'° pr nstruct on ca~ftll~t maybe roquirad,,tan#ac# ,i
~ NC D~NR prior to it?m work. n9
reran tg ° ~ ve) constr ti . mp~rar}' gra f. uc on entrer+ct. Instal! pipe ~ f.-M-b~0 and inlet
dimcnfi tyR!c sa basin #i and #8. Instc~ Slit 1~±que. Install re?nar!ni Sipdiment Basins . ~ ~ and dwers~on
. `lrwales to basins os shown "
Clear etc to `action pMi Ss~?str is shown. Grade s+te. Begin boil ' action. dng n ~t1 NyTR~ , X11= ~T f~liVF.t~
4. Stab~ie completed areas with vtl cmd s as re - W ~ s~ asta~,e bast for roadw and , ~ ~ _
p~ki ~ Install stq~rn droi a and (1 ~ Ltu1?C r RL4; ~ nog o other ar+derground ytilitits as approved. I ction b - Q.~1t1EL u ~ , r~.4;f?~ ~ C~ ~ . c~
conxnvation i ns~c y try- ~ e~~ Pp?.bR-Y , ~ n~ r. ~cousc ~ ~ ~a r vEµF.~f.~ E ~ ~c -R ~ ~
~ ~ 5, ~P Pa EIJtf;.l~iJG Complete gradiq~. Sw<titnent control ?neQSUres;t remain until isiabili elan ~ ~ - t' ~ ~ ~ s ~npietc. Basins to ~ ~ N ~ _ _ ~ ~
~~j _ Q cfecmed cut whey fuH ar Iess. ~ - . ~ N
! 3 - UJ e V~eri site is to ~i1g1 ode atabi 1 i i, d•~turbedslit~eas with. tour: T~ ~ u
~ 'Y ~ - tl~ ~ a., ~ controt r n K~esurt3 t+P rt? thro out c ~1't ~ , ~ ugh onstruct~on, W J .n _ __9..-- 35 1 ?I
~ T.• after yr ~ LP tI' ~ - t 587 ~ srte stebd+zation Is aced, remove all era ' _ ~ ~ Sion ce~r01 Inaos~res and stabihs~c ~ •J ~ I 22v _ . ~
1 areas distur U} ~ 1 bed ~ such rdnor~als wr+1'~ nt V~ ~ ~ LdIJE ~ I : OR _ ST t - _ f
~+san ~ ~ FC tuRN I ~a a' I 2 ~o l,E 8. Obtain find i}lspaetiM by conservation in star. ,~1 j r~ _ _ ~ ' ~ TURN _ T4 . Z7 2` ~ _ _ - ~
9. Total disturbed acres 4. Z~ - /I r arc 2 07 acres or less. ~t16 3. ~ i _ _ NE - 3. - ~ - -
a ~ ~ i ~ i 1 ~ , - ~ 21 - ti„~- - ,
~ ~ - ~ s- ~ -
I I ~>r ~ s ~ - J' ~
i _ i _ , _ d - i - % i ~ i
. 1 ~ ~ ~ ~ ~ ~ ~ ~ - u j r~~ i ~ ;
i i,,11 ~ i a~ - s
~ ~ - - ~ I
~ ~ 0 M
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~ ~ ~ / / / / ~ ~ - ~ ~ ~ ~ P , l~
( - ~ ~ - % AMP g ~ ~j . ~ ~ ' _ _ ~ ~ i ~ 510 ~ -
~ T EPH~ _ j - i _ ~3. - - ~ ~ ~ S - ~ 6~
- ~ ~ ~ ~ 1, fi _ % ~ • ~ ~ ~ ~ , /
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i ~ t / , vEtzSmu ~ ~ ~ cr ~ ors / ~ 1 ~ ~ ~ ~ 326 ~
f~~? 5T oBE~ ufelu 25 ~l .Mir EMf: ~ + i ~ ~ r~ i
~ } I~ ~ _ , _ _ Y/ ' ~ ~ IoN ~ NT e ~ ~ M E E ~ ~ ~ ~ - DIM bt DI y ~ _ - . E E N -S sw
TIDN ~ , ~ ~ -rfrtE PIVE~ EN- 250 2 ,twc~ f 3 I ~ ~ D _ ~ ar
i ~ ~ ~>C / ~ i i ~ / - ~ " . , . ~~~a~~~a . _ _ v 1 ~ ~ - Ir~?r S ~ ~ ~ , t i ~ ~ ~~µrr
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~ - ~ x ~ ~ 1, ~ , ~3 ~ ! W val.. ~ O I \ 1 f=? ~ > ~ NLE° ~ v~~ o Ts ~ ! ~ ITT ; o ~ ,,,.~,i~ F E ~ USED , ~ INLET i , ~ j '~L;,~ ,~1~~~~~, ~l;~i k ~ e~ l~in 1 1~
_ \ ~ ~ ~ ~ ~ ~ 96 ! ~ \ \ \ \ ~ / ~ SIN 1 8A ~ , , ~:.z 1 ~,,1 ,~~1 ~ ti, x
• ti ~ a \ 10 ~ \ L~ E / ~ ~ 1 / i' , i I
r FI , . EI.EY~ 3341.x(7 ~ . \ o ~ ~ ~ ~ I ~.3 ~I 1
~ ! ~ r \ 1 ~ ' I ~ ~ v 1 - \ ~ 1 ~ '
x \ ~ ~ ! ~ ~ - \ sC \ / ~ i ,a
1 \ 1 4 \ 1 ~ / ~ / ~ ~ \ '9 r ~ , ~
~ • e \ ~ ~ / ~ - 'r ~ ~ V\ 1 i a 1 ~ ~ 30 . A ~ 1 ~ ~ ~ ~ 1 ~ ~ Y~b.~'o l~ ~ ~~r u.. I Ob ~ ~ ~b' / ~ 1 ~ ~ ~ %~i;ll ~ ~ , . x 33 ~ ~ ~ 1 250
~ ~
_ _ R`' I~ F
P. r,~PE ; \ ~ 1 I ~ ~ I?~ r _ M?ETLdNbS . A~ / ,
PROgID TEM S , ~ loo ~ ~ 1 1 ~ i Vf~R5 ~ I 1 ~ ~ \ . \ ~ I ~ ~ _ - .~(Dtu ~ f F,t`
p~ftsGD I aT Y 4 C" I( I i 1 1 1 ~ 1 1 I 3- ND / ~ ~~f _r~ _ _ _
i ~ :A ~ ~ ~ ~ - 5
~ 1 1! I~ 1 E ~ I I ~ O 1 i ASIN B x
r 1 ~ ~ O ~ 3 3 ,
. \ ~ \ ~ \ i i i-i- ~ ~ ~
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~ ~ ~ ~ ~ 1 0 ! ~ ~ _ _ - x
d ~ ~ ~ ND ~ + , 1 U ; , ~ P E-K• + ~ - _ _ ~ ~ u, ~ 0.__ _ / ~ ~2. 1r . - ~
tCN UMW ~ ~ ~ ~ ~ ~ . r - - -
W1G1 . 1 ~ 1 ~ ~ ~ ~ ~ 2 = = ~ ~ - ~ • , 7 !~o , - _ _
~ ~ \ ~ I ~ - ~ ~ ~ I I v ~ v,
. , ~ , ~ s\ ~ ~ _ 2ao ~ , - - r 3 _ - - - - ~UER~Iol~ 4T' /
~ , JERRY RAY i ~ ~ y \1 \ \ ~ - - x l _ ~ ~ ~ ~ ~ -
\ ~ l ~ ~ , DEED BOOK 2 t 7 ti ~ ~ \ ' o ~ ,1 1 ~ ~ I ! ~ % ~ i ~ _r 1
PAGE 352 •po ~ ~ 1 3 ~ x ' -$ASI 29 , 3
q ~ 1 ~ a I~: ~ ~ ~ I E S - , ~ , ; -i - ~.w T ~
Rawly ~r+ ~ ~ ~ g ; 70 - ~ ; / 32 , , , , ; , , ; . - _ ~ . ~ ~ 1.~4
I, Rendy G. Rhodes profes i T \ ~ v A ~ ~ ~ _ ~ ~ d ~ 1 ~ s oval Lond Surv ar 4 ` ~ ~ \ I ! - ~ ~ , ~ ~ ~ BKS
ey ~ ~ ~ E ~ certify that this ma was dra ~ P ~,,p~E ~ ~ p wn from an oetual 'fC ~ \ ~ J ~ t! N i - _ - - ~ ~ ~ ~ , 3Q - - ~ =lo-~ E "3
~ ~ ~ ~ ry ~ t?urvey made under m e ervisiom ~ ~ y up ,that the error of ~ \ 61 ~ ~ ~ C ~ - _ ~ ~ _ -~tf5~~t. D-f ~ )ti~ie~ a__
~ t' ~ v. ~ Rh'1 c sure by latitudes and departures is ,1, ~ ~ Witness m on inol 'r I _ ~ ~ LW6 ~ ~ ~ / ~ ~ . )f:ARIN~
- - Y 9 s gnature this \ tJ~ ~ ~ ~ ~ 1 of A.O., 19_ ~ ~ t ~ u' ~ ~ 1 l i 1~,-~ ~ ~ ~ - - J91NG
~ 2 ~ v ~ 0 I ~ ~ ~~f EPA ~ ~ ~ i j ~ ~ ~ , ~ ~ ~OLfVER ~ t / ~
O ~ ~ \ O ~ I , ~ ~ ~ I ~ I ! ~ / - / , I ~~~i ~ ~ ` ~ H ow fL LA ss r of cA
~8 ~ x Es i i i / / i ~ -
e' ~ k ~ l I ~ i ~ ~ ~ / PLS No. L-3094 ~ t, x ~ ; i / / A - ~ - RC - ~ HIT ECT S ~ ; ~ g - , -
~ \ ~ ti i ~ l~ - ; ~ - ~ ~ ~ - ~ BOONS, NORTH C ~ , - ; ~ ~ AROl.INA
~ ~ / ~ t E St,DP s ~ ) ~
~pJIC'E T F'U'• FiERMS w ~ 11~5 ~ i ~ / ,t~~ ~ C'4~1 ~ ~ - _ . ~ ~ - - ~ ~ ~ ~ ~ - - - 11ws~ sr.~,p„ ert Ifv ora{w•ty of IM vY
E 6EfJGM ~ i " T St.d a t,ol'E , . ~ . ~ / ~ - - - Q wMc t wl ~ • ~ ~ t , , ~ / 'i ' i ~ ~ , - ~ \ gay rq1 N ~I h Mali 1 ' ~ i J ~ a" h VM' MMwI ~ •HIM~
'toP ~ C , P~ ~ ~ , ~ ' ~ - ~ ewwM of Me vdvl~c 1, ~ bh khs - i ~ - - Vf ~wJ1C1 (0
i ~ F: 1 , I ~ ~ i _ _ ~ ~CMd~ i _ ~F f ~ , / ~ ~ - - - -
~ k / ~ T . ,
x ~ i ~ a: ~
~ i / 4/~~ ~ ~ ~ ~ ~ l• r~ - - _ - . ' ST JEl'~=ERSpN / F - ~ V ~ _ _ _
- ELEMENTARY SG
~i. W W _ _ . ~ , - ~ HOOL . .
~ ~ ~ y ~1 ~ ~ _ Rv~hp tltlt _ I / i
IN 3 ~ _ ~ i ~ i W ~ ' I + - ~ 1, ':u ~ ~ N.G.D.O.T.-
~ ~ ~ ~ ; ~ , S - IB ~ ~ ~ 1, ~ _ + Ex W~,~up•, . , , , _ _ ISTIN6 +1 FINISH 6RAD
Ir ~ ' ~ ' ~ / ~ , ~ W~L M f.l! G1' N:1~ L i ' S d ~ ~ ~ - - - - _ - C ELEV. ~ ~ ~ ~ h0 +
,y ~ ~ ~ i ~ ~ ~ ~ -
IVF-R~'S10tS ~T / / . I ~ .TEM!'' p IMtY~ ~ { ~ ~ ~ ~ - ~ - - - obu~a ~ i ~ ~
- .yrPu~ttON ~ r' rt'11A1~' f I A C~ C' n n 1 AT r n ~ r-..,~....r..~. ~ LN s - ~ ~ ~ ~ ~ Ck . ~ PARKER
r vvv L.t...L Nv7~7VlrIHI CJ NKUMI I t~r, I S V t s" ~w ~{tED S~ no to
33 oq-k>-2" 101 00
~ BOONE NORTH CAROLINA 3310 r 2784 r Or~p No
COEN DESIGN • LANDSCAPE AR CHITECT - + D 5E..
0 t k C4
PATTERSON NORTH CAROLINA i
REVISION DATE AUGU ST 17 20 - , a°1 D 01 01 _
I=T MEF, -l

_
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 lb 17
t~41f.~. t ~ 4 SHALL4w TYPE INTERMEDIATE TYPE {4X4) DEEP TYPE (5X5) •
a. 2' m 3' MASNED AO@REOATE MALL A rsr a tFr w oenp p ray m ~o ~ M ~ m ~r « ~ (l~t0 4o~w~ eemq
ea usED. PV~O TO ~ !f0'L x 20'w x a• -i 12' MN D AT A AwirI1AA. 0
~ i aIOPE Z1 - b, TURNaiO RADMIS SUfl11MQlT TO - - 2. t 4.0~ .9 b 3304, 7 - L - ~ - _.r _ C $.A .Q'~i Q.t~1 18' ~ ;1. f ,~i 1.57 3303.57
f ~ ~ ~ ACOpR10oRfE UIROE TRUCKS LS TO iE i PROV+DED. • . aiur , ~
lNTURAL OROlllq OR FR1. OR CUT ~ c. EMfRANCE(S) SHOULD ~ I.OCAtiD IC1
i PROIAOE FOR IIAIOl11aA UIYJM !N ALL SIdPES COnSiRIJCTKIN VE11QE3. i-- -vi.~a"c.~e - _ P' 3.3 330x.20 1 120 0 1 3 @, 3135.28
001lRCI® ru G 2.411 ~04.~? 1 4 3 t. -
ONOlSIR~ OMCE W ~ g111D 01Q Rl[T VCI~NI ' d. MlSI lE MAwG4NED al A OOIIDIIION r i_ ~ H 3,56 3 x.60 ~ $.~!!1 1 0 8 1.12 aao4. _ • • -
.:r~: ; +zr .7M M?w;H MILL PREVk111' TRACKaKi 011 a y, spa Da1fCT FIOM OF MA OMO SREErS. i.a' wi PERIODIC TOPORE$aaq MR1I SITkE 3~3 a0 3t?2_ Q,dt, i 4 ,7 A. t.8 33(14.7 ~r~o ~r~ r
~,ao-oow swas ~ " -8;~ ~"'i~ ~ -1 a" MMN i '.~,~ri;~. SILL !E N~S91~'; KEEP SOME HMII)I. -not . coca . J ta.93 :1301. 3301. I10 O.t3 1.9 : 4 ~ 33tIi.50
i ANY AtAIERIAI MFICMI STILL teVfES R we? aor~a . wac r~a ~c K 12a~ 1~ffi ~i o°~bt . w~D~c_._ _ ' . _ 4 . ,O.flt 2 1Q Q.I~ 2.07 a2B4.a7
OIPPD THE ROAD MIaiI' ~ CLEMED UP K RM~DMTEIr.
M~ " eye . ~ - i ,r _ _ ~ M 40,40 ~49 1 40 42" 40 . 1 1.1! 0 O,B3 2,117 9293: K w-.__ N 42. .C0 4~" 4.0 ti 1:$ 12 a:dkl 9.131 3293.A1
io' snr*c I ~ DITCH . wor m ox~ e' ~ ~ ~ _ ~ _ . ?~"m ~ ~ ~ _ ~ ~ 0 43.68 32~. .3A ~ ~~o .0.03 to ~.~r a,a 32eaao
~ 'ra-•-I~1+ r I P .88 1. i' ~76.p6 t .01 0. 2.'9 a 77.
nv a r ~ s~i'i t Q x2.4Q .QO 3x79. +li' f 0.02 2. 1 ` 1 4 ~b.8Q r , t` R 71.8(! y 3210.80 F $ r r
wwo-oowcrm ' ~ ~ _rK r- Note aB • i to b~c u1 1t PAP n3 # 3Y ! coated or olw~n+sed cw~r~at~cd it~ttttl p+~t .Ab4lh+cltness unless otherwise
i- os ~ r ~ ~ indicated. Pipe siepr liven in ftst per'foot, for percti+# siopwc; mu#ttply by IAA: Mete: Acttroi i~ the
e° on _ .f_ _ ~ P ~9 R+QY vary. Nott; mark "P" is ettisti 24'
ago ~ ~P• SLAB DETAIL .n oar
' _ BERWI/DITCH 4 J oaoma+ a«wa r, n rk ra xi J
~ I ~ ~ ~ / a~ ~ ~ RIP RAP APB U ~J ~ ~ p N er ~ NEtry ~ M .w ` -
NOTES: a" Ian ~ oun>~t a P'l~E ~ L~G1N ttl Ic
aRADE MIST ec raoNDID ro A9pMIE oRAMAE[. a i sll~c E10CMpi u w3D Alo MAQf w>fAwoN, Tar N0T To ~ a~ i 14.8 11, 1 ~ L~__-
IDS i IaAIOPF 1ElOd1~l R1RtA.T1, YA14aAl OIG11A~ / DETAIL: TEMPORARY SLOPE MAIN Aatn a ACRES Mmrann SuPPaltTrlo cxa,uTlola PpI ~ ~_n_.~ K 12.43 ~1" 11 12' 14' i x.25
APPROVED 101 GRIM ~T~ ~~1![ ~1M1 2" 10 3' IM?SI~O AOORfWIE R 73.4 4!e" MIN. 22' ~ 1 2.25
Dlfil LS 11[ Mlif OOWwLY Valal Di ~ / ~ 2 IIAQ~ ODM~ACTKw Or ALL F11 D RD~D. OtIMl801ai NpTE: TAPER All. APRt;31r15 TO 51'4RMWA't'1R f~4 4~ T NN~.S ARE PRESEN .
SURID><11T 1D OAECt M19EOIBR-{~I _310111M1fR w1D i z ~pBlf Oa1AlOL oEMCE MIST ~ isuru>t PNdI TO CLfAlrrl4 HOrtES: MPUCAStE At Ati POInIS OF PRECAST CONCRETE CATCH BASIN ~oerrs a
AID alawala a Aau (aa w caR~uRCMOR rMI nas aPtMTip+ wcRESS ~ r~ss ul~. SrtE a ' IF R9~ CONMIOLS ARD p1QlfoNl ARL wSTAL4ID AT EAdI STA8NJ2FD, rltF>aUETfI CHECKS OF u~. srtE a r ae~a of
' CN1CK PD)It AS wDICA1FD THE DEMCE AIID TMQY I TOR z 5 A A CSI 5
~ o011~CApl OPERATIOnS. TO MRMIff DAl1ACE3 !Y WYNTFl/A1K~ MUST BE PROVIDED. I MARK 1O d s T linty "n" width'- side V10 fhannel
r. oneaoNS SnDIAD w: ~ ARD MR:dlD a THEr ARE To f RF1i1W N PtAtt OItR 20 MONIap IAYR ! 12.88 b2.4 A.;lb A.A2 a Q.AtS 1 Ztei 2.2 4'S ~ 3 6#tA55
al Q#OlI DIIIARpIS AFIOI tAQi RAIL, Nt dlff P91 MID( M11QI 2 2.19 b2.4 A.14 4.A5 A.43 A. Q45 ~ 2tol 1.95 BRASS
~ r ~ wloRwR °~AAOM' a~ As n~ m "~A" TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IT ~IItIIaI. /EX 3 4.$8 6~.4 A.18 ~ ~9 ti;87 ~ ;tai 212 -
I FI A TI N ~ st~Aw r SEEDING SPEC C 0
' DETAIL TEMPORARY DIVERSION BERM DITCH nts ~ t ) 4 7,22 b2,4 ~.3t>~ Orb G.49 A.045 i0 2te1 2.33 61~ASS x t sloPES aR FLATTER
5 21.1b b2.4 p.3S tl,p5 1.18 fl.A3b 12 2to1 4.b8 tic Mat
i Apply Itrne of rate of 901be/1000 eaucn het b 17.12 b2.4 A.~'~ 1 A A'S ,43 Q.l7~ 12 ltot 2,47 Straw Net Apply 1 10-(0 oommercdal organic fertiliser at rate of 7gbe/1000 square het
seed h accadona wift? blowki schedule: 7 ti.24 b2,4 A.21,b O~A?7' Q.3b " ~?.rS 12 2ta1 2'.39 tit g
. PIPE ok 8 6.112 b2.4 0: 4 DATE TYPE RATE ~ . A 33 .11 4.~M 1~ 8t#1 .71~ [;i R
H JW i5- 30 ReNoM Hard Feeow 700 Ibt/acre " H y
b ~~~1 Sept 1- Yoy 1ST Reliant Feeow and Abrussl Rye 27b Ibe/acre R R Wry t5- July 15'~ Rdlant Fescw and Millet 71N) IDs/acre
. ~ ~ i 8!t! a ~ 1 Q10 M~hlr
5 ~ .~I~... NCDDr lrAgARD 1'kl' aRgc i / Muldi with etrow at the rob of 75-IOOb/1000 equaro het. ~ t4~~ 1~ oe at. 5 ter
~ Rlplblp ~ SLOPES GREATER THAN xi
3 4.+~4 x Apply Itia•al pyres at rote of 901be/tOOO square het ~ 4.04. 0.8 1$.4,8. 1
~ , Appl 1 10-10 canrnerddl organk iN{i~er of rob of 2O~e/1000 equa» het 4 .7 6 3.5A 1~8 9. 14. 10'
«.II. - ! I in aocordanoe with hllowing edalule; S 1,131 3 1 0. .b 6 6.10 8.813+6 lttl'
~ ~ l 6 0.44 1 1 0.44 ,8 6.8 1.79 10' DATE 'T'YPE RAZE July 15- August JO Rdlsnt Feeow + Crown Vetch 760 ~e%on 7 0,12 C. 9.d 3.75 10
1 ~ " r ~ 1 7 - F + R 775 Ibe acre ' 8'~ Sept. t Mtay 15• RsNont eeoue Abrurtl 1" / 8 1,8 2 G
- - Mtoy t5-Jnly t5~ ReNont Fnow + YMt 2l0 be/acre # tl:$ 4.!! .S2$ t?` 9 0.58 4 11x3 ` , 1 8. i 0.8 t3,8 •8988 tai
i ETRIC - SOM V4~W Mwleh with stray at the rote of 75-t00be/1000 square het
i • Tertporay, n-seed September 1, of raoonwnended rotes 11 1.34 Z ~?it4Qt4 1.;s2 A. ; 6.1 S. 10'
i2 1.3 1.3 Sl. 6.8 t
A A ~ ~ I i SEEDBED PREPMAflON Q 13 Q. 1 0. 6.8 421 10
- ~ ~ 9urfoos water aanird n»owrr, to be trateled to pion. itASEO QN ~Nr~W P~ • } ~ 1tEAR LDS3 f'QR A QNE 1~AR C0N5TI2UCIION
I ~ Arwe b be seeded ebaN 1e ripped and spraod wAh tapeol. Totd eesdbed depth ehd fre 4'. It~D. FiL'~R pA~INS 1K3-4 5~IL1. J~ Rt~G~(pAM 1`YPE BASINS, ~FLTER BASIN #1 AND
~ s ~ wj ~i ~ ?odM, roots, and otMr obwtrue6om ehd be nmowd from tl+e «rhoe p ihot ARE INLET
a and tenana of Lion. Surface for And TYPE 8A5INS. ~ tK I ~C ~ a~i n+c dMy wIN R.t interhn with eetiMslwraRt main --I eeedbad pnparntbn, at iMMh grads dawn, rheN be noeonaby? enaoth and unHbrm.
I i - F - M no eeN feet >t tdan, hTtlbsr and lime to Oe to tsedi?q epeeMoatla?e. ~ 2' e' err ~ ~ / 1/2' R F
4 ¦ (##Itlll _ _ _ K eoN bet k tdan, provide IMne aRd hrtltser eooordYiq rwpert. ltn» and fertiliser dal be applNd unNonnly and mbad wRh tM col during eesdeed _ _ _ - - ye' R.
~ . , pr'epa?allon. 5' _ -JOetT iiLQ e'
PLAN. ~ - a Arnow DlrRl _L ~ x~ - _J._. J ~ - ~ _ GRADED SLOPES AND FILLS ~ ~ ~ .
~ A 1A ~ l~l~ll'!IN
1 I OlK ea Fl~ ~ TM for graded elapse and ANe ehaN be no gnotK than the on¢e whM~h can be . a~"iu? ~wnosw by cover a Defier erosion contrd devices a sbuci~rwa ~ ~ r
- La SECTION PLAN j swat o s now I ~,r '~01~'"~"° In an want. MeR chow wl 15 Norkkrq day a JO adenda dofa of ~ rwh uA~u~ so' MAZ. errwrEti ,bwrs u'
«rwi •w rru r s u~ e~eei era era of any ~ of whlohwar b shorter, be pl~aribd a olherwdes a~ Ar All atsa oe,~crs wiCh gras+d aarrr, a elruohnM sufAot,nt to rwh+li? aosion.
w~w..w ¦rrn a area ~ o~ oe>a r. CHANNEL LINING INSTALLATION (Vir - 9 AT14N (Virginia Division of Forestry) FRa+T aEVATaN °'~~•~-~u socnoa A..A
1' ' STiMnN~ YIYn NLET wI1H GI1AlE IMF FMII~ OR~OUIID C~4ER r<iANSVERSE E?PANSION JONiT `r~.w",".erir+:;'~""*•~• SIDE EI.EYAliON .~.u....~.....
E e whenever octlvlt undertaken an a tract man than one E ~ ~
r SECTION A-A ~4ff.~. acre and tf mac tl+an one Dore Don N unoowred, a ground Dover sufAdsnt to neiraln erosion must be ae 6r othawiss provkMd wNhin 15 waridnq dor a 3o calendar 5TANDARD CONCRETE CURB AND GUTTER refs
FGker bbrlloet ~ Av~o~eATE ~ o~oNS doye an that potion of tract whld? Auilar aotM oomtruotlon M not b1Yq undsrtalnn. p1,M1 FAR LACATiONS
w uN t~ nIO ~ ~ NC OE1A3 LARD pIAUTY YAY R~QUIlE ADDIflONAI EROSION 001tTROl YEAlURES
~ , AS Tn MitEt' THE Po~OUIltiWEN'~1 Oi TFIE SEDII~NT AND P061~IliDN ACT OF 1973 A8 AMtEi~ED.
~ 2 d ~ 1.6 tIn11 IM n?wMnlan ebwll dloRlder but Rot IeII ,n.I r
a A Aar NIIINet ar Aar tl6lio rtadid b• ~ bwEeNd NMtn tM ~ and eol faaldoHal
{ tNnrn >M R•vhbnt ~ subMssbns Doa
RIP RAP APRON - NO DEFlNED OUTLET CHANNEL DG/~5 D
D RE1/1514N al 10-06-01
5.0' min. awd~b tr
~~57 WASHED STOhlE d'_!M!~-~
LENGTH AS NOTED t'a'
} ~ r ~ - _--__-_..I rw. Iz• nlal ~ rwwtlo lrarE- , ~ ,
~ _ _ vssastt At DelC'I~ rr wt tAl®R~IF[ NeDeteCt
~ t 2 TI00 di. rt/AtwE ~ ~ sr wx. IATES A OC H W LL
Roar APRON ~ ti I AT _ ~ HITS T AR
~ 1 EROSION ~ NOTES: REMO4E SEDAIENf AT 2 DEF'iFl ~ ~ ~ AROw ~ eK tat a? ~ ultlte>i~i>E NORTH CAROLINA BOONE,
C tr!' min. MTt D~NI a AuIEt. rMO c
~ : urRl rMl Slwl w: s~ r Iemlll I~nw PANIC ~ , ~ i,JNpIS1UIlAED soy ~
JJ S.0 TIIIII. ~ AooaletN To Sow SPtlMNyfApIL CR06S-SECTION q~ r 10R - a~ ~ That drosMq~ or. ~ property or ar .rahrorc
1 KEYWAY ~ ~ ALTER F ! gJISS B EROSION coNrnol sroNE _ >1111iiR' ABRIC gay rot M ured ti ~iwts ar In part .igbut .rttten
ti I cauen! of ttw arcNhcR vb?stars ar. si1~,Ject to
I coyrgnt ® zoa ?a..u Aesoeabe. MW#cts
Cross Section ~ 2 : 1 ~ 2 : 1 Bide A 4, M>w, ~ ~ FRONT 4ffw
elope max. ~ rrlax. / ~ ~ DESMN OF SPAI.WAYS _ A >I~ FOit Pro,Jsct Tltut
~ ~ ~ i ~ weF FAi1fIC h~'3T / FLI~~"i'WUOD
~ Ollt#tA~ AA61 Milt tlgllln ~ ~ G~1 I ~ ~~--2~i tot wx l->tT race FAIISC ELIEN~NTARY ~GNOOL
/ ~ B ~ I A,o i i re+e ccu?m, c B I.
2 {,0 y, PlTBt Mr 3 8A M cro+t+o 11ue
0 i~ T;1 ~ IN11 ~ ~ ~ ~1°'~ * t5FiAD1N6, DItAINAtSE, AND
ttND15t11R8ED S0~ t~ w I ER05loN DETAILS k teuoe
TDIOIMOIM MIOMII ARE INIIM r ~ i FILTER F - tISE 9LT Ott. wHaN DRAMlAGE AREA
STIS~ SECTION ROT 1 4 ACAS MID NEVER Nf i 1 _ C rK oOeiR oNet !wM ssa F'ropct No, OF TED Ft.01M ~ OtA03J
- - MNNTD'IANCE ~ wt~i T~Iia!w+_s~ nMrs ~la~ ~ Pwoc arsaa~awr uopl~ ~o~lArt Iwo ~ra~t nw m m aRItaYM~ ~ FOR REPAtt OF ~T FENCE i - ~ NIgIOR tMT M AR i. alrae~ er uveteaFC M~ ~ C P k£R
FAAII~S, tJ9E N0. 57 eR . i. a0 . _r-~ ,c, e~,te - - . - - -
ur lm KEYWAY A~6 "UIOIM9 0¦POfAIAND IltUCE~OONgIMIAm MIR nw. nru nor n.u a nua w "Ma . w NASD SiC11E Qs y?~p -rf,~ FO Qq-l0-J~001
I Stone Section M lIIIIICnm F011 wum "M OR PPM P61101D "Y CHM AE OWW OF M swwx 10 DOW R r A MMMM FOR AMglOIt 00 9LT FpICE SIDE NE1M ~M tS PROIEC'111C CATCH 8ASN1.
rr. rc % ar me . ISM W ML MY SMA M11f OF M DAMOM W 10 SUOMLY AWK DOW MY IM IMf flats M mwr w MWOOM MmIuMaY « 379 2784 A n
A a M AID ALL 00n~ MW MW M $BOW MM AND D= 9=M PIIOM 11E AMP MOMOIRY AI16e i
STANDARD TEMPORARY SILT FENCE - 5E~Iol G`
BOCK DAM DETAIL GRAVEL AND RIP RAP FILTER BASIN NEC BONE,
NOT TO SCALE of
1 2 3 4 S 6 e 9 10 11 12 13 14 15- 1 16 17
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~ 1 \ ~ v ~ ~ 3 ~ ~ v I, Randy G. Rhodes, Professional Land Surveyor, \ ~ R ~ ~ \ ~ ~ ~ ~ • fQ ~ \ ~ ~ ~ ~ ~ / ~ ~ / \ 5. EARIN( 0
certify that this mop was drawn from an actual \ ` \ \ ~ ~ ~ ~ ~ ~ \ 1 ~ \ ~ \ \ ~ 1 survey made under my supervision; that the error of ~ \ \ ~ ~ 1 1 ~ ~ - ~ ~ ~ / , / / ; ~ / _ ~ ` - SING ~ I ~ , ~ / / ~ / ` ~ / ~ - _ - x OLIVER
~ ~ ~ ~ ~ ~ ~ ~ 1 closure b latitudes and de artures is t ; \ 1 ~ ~ Y P \ 1 ~ \ ~ \ \ \ 1
\ \ ~ ~ 3 ~ \ Witness my original signature this ~ ~ ~ \ \ \ \ ~ ~ I 1 1 ~ \ ,0 1 I / ~J ; ~ ~ / ~ j ~ ~ ~ I I ~ ~ / ~ / , ~ ~ / ~ I ~ l ii , / i / i ~ \
_w of A.D., 19~. ~ ~ ~ ~ 1 A 0 \ ~ ~ ~ 1 ~ 1 \ \ ~ ~ ~
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