20031440 Ver 1_Site Plan_20031118

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T=207.57' 0~~
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\ _ \ \ R-310.00 ~ ° 12" MIN. DEPTH 20' ~ ~ e~ ~ R~ T 76 ~ ~w
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~ \ - \ _ ~ ~ n° TEMP ' ' Iq~ ~ ~ \ CH BR S 55'1155 E ~ + + ~ ORARY TYPE B - 1or~ ~ ~ 4'x0.5 SPILLWAY + VATH 'TOUCH-READ' IJDS ~ IOt~ ~ 20' 77 n 5EE DETAILS ~ SPECS ~.~E ~'•'y'•.
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BORE UNDER ROAD PER R~~• 388'30' E - -i-N a , - I S 44'21'05' E NCDOT SPECIFICATIONS \ ~ t.; $ ~ ~ ~ I ~ - _ cl-10-0 3 S 42'0210' E I - ~
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~ 1 I I ~ \ ~ T-15.46 ~ I c ~ N N R=650.00' 1 a a T=13.13
CH=30.88 I ~ \ - ~ " TEMPORARY TYPE 'B' CH=26.26
\ \ CH BR-S 4129 47 E 30' z ` \ DELTA=05 42 35 SEDIMENT TRAP ~2 I ~ so' 1 ~ ONE 2 CH BR=S 43'11'37` E ~ w Ig1E ~ Z DELTA=02'18'55 ~
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t 244 244
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242 100.0 ' vc HIG POINT E EV = 22 .67 242
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a o ~ LOW POINT ST = 14+ .55 PVI STA 16+25 ~ ~ = 240' ~ , a ,
240 z_ EXI 11NG GR ND 25' IGHT ~ N PVI ELEV = 225.32 • ~ ?~ND~ ~ ~1.D~ t,~ti~ 225.32 _
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238 m a . _ _ - NO 238 V 1 A.D. _ -2.58 ~
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OF OAD W m 0] p N 230 H
230 `3,18 CE TERUNE INISHED ADE ISHED ADE I ~ N N ~ ~
J, -F_---- ~ N .'I U U ~ N
228 - 228 \ W W fJl W
CHANNEL DATA
6" VC WATE LINE ~ _
226 ~,HANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING _ _ _ - 226 / \
~1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~2 0 FT 3:1 SYNTHETIC MAT GRASS 36" CP ~ 3s' cP - . . - ~ 0
224 ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP i _t_ ~ 224
~4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ ~`~9
,~5 0 FT 3:1 SYNTHETIC MAT GRASS ~ I . o
222 222
ROADSIDE DITCH DATA _--r-
12" N 12 MI .COVER i ; 220
220 CHANNEL N0. BOTTOM WIDTH ~ TEMPORARY LINING PERMANENT LINING ~1 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
~2 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1 FULL OINT OF UCTILE I ON _--1-_-_ _ _ 218
~3 0 FT 3;1 & 4:1 STRAW NET LINER GRASS _ 1 FULL 218 ;1 do 4:1 T N R GRASS WATER WATERU E CENTS ED I i
#4 0 FT 3 STRAW NE U E ~5 0 FT 3:1 & 4;1 STRAW NET LINER GRASS ---t ~ V 1
~6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS I
216 N7 0 FT 3;1 do 4:1 SYNTHETIC MAT LINER GRASS ~8 0 FT 3:1 do 4;1 STRAW NET LINER GRASS 216
~9 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
X10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS _ _ 214 X11 0 FT 3:1 do 4:1 STRAW- NET LINER GRASS - ---t- 214
X12 0 FT 3:1 do 4;1 STRAW NET LINER GRASS - i - ---~-t-- --t---
~13 0 FT 3:1 & 4:1 STRAW NET LINER GRASS I
212 X14 0 FT 3:1 & 4: t STRAW NET LINER GRASS X15 0 FT 3:1 do 4:1 STRAW NET LINER GRASS --_r - - 212 I
X16 0 FT 3:1 do 4:1 STRAW NET LINER GRASS - - -
~17 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 210
210 X18 0 FT 3:1 6c 4:1 STRAW NET LINER GRASS X19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ` OCTOBER 10, 2003 - I
#20 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
,121 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 208 SCALE: 1"=40' V 208 1 -4 H
CENTERLINE m o o °D ro o o ~ ~ ~ ° 0 0 0o N N o o ~o d~ ~ r0 ~ rp ~ O ~ tp r iA tq O M N o ~ ~ ~ o ~ ~ ~ ~ N n ~ ~ ~ ~ o--- ~ 0308-017-CD.DWG ~ ~
FINISHED ui vi ~ a M ri N N I.- o o rn o ~ r ~o rD r ao aq ,oq i~ ao ao ~ ri t; c~ ,sp ui '~~i ~ ;ri
R5 M M ri) In ri M M M M M M GRADE N N N N N N N N N N N N N N N N N N N N N N IN N N N N N N N w cV N w N N N N w w N N N N N N N N gN N N N N N N N IN N N
10+00 11+00 12+00 13+00 14+00 1 % 15+00 16+00 17+00 18+00 19+00 SHEET
PROFILE MARKET I ,'.'ET FARM NE
SCALE: 1"=40' H V H 30F 12
1'=4' V E' v

-
82.0 LF STREAM IMPACT (MEASURED ALONG CENTERLINE OF ExiSTING STREAM)
U
PUBLIC HT-OF-WAY di
O
ise~w~ I SECTION A-A A A- A u~
6' SHOULDER I g' U a) ~ ~
2% I 2% TOP OF ROAD RoaD C>, ~
A • ~ O es, U ~ ~
I ~ 0
Ay ~ ^ ~ W P ~ ~ ~
1 B LF RIPRAP _ _ _ _ _ ~ LF-3g- RCP CULVERT _I _ AT O.SOX SLOPE - _ _ , _ _ _ _ RCP - m ~ ~
INV. 219.70 I INV. 219.92 ~ ~ I ~
PIPE 1 FT BELOW STFi1N BED I EXIST. GRADE AT CENTER OF UNNAMED CREEK PIPE i FT BELOW ~.0 Z N
PREAAI ~D EIAW ' S~ ~ ~
NOTES: I A sTREAM ~D a ~ ~ ~
PIPE CULVERT 1 1. BURY PIPE 1 FT. BELOW EXISTING STREAM BED, 'ERT #1 U ~ c~ ~
TO PROVIDE FOR AQUATIC LIFE PASSAGE IMPACT AREA ~ 2. THE STREAM AT THIS LOCATION IS VERY STRAIGHT REA #1 ~ cd ~ ~
THEREFORE THE DISTURBED STREAM LENGTH IS THE STA. 14+56 MARKET FARM LANE ~ ~ ET FARM LANE ~ U
SAME AS THE PIPE AND RIP-RAP APRON LENGTH. NOT TO SCALE SCALE ~ ~A
\ ~ ~ / ~ a
\ ~ ~ / \ ~
\ - ~ / \ - ~ EXISTING POND r _ ~Q• / CENTERLINE C J VL D ~ ~ / - t R - ATA \ O
\ ~ ` l 1 \ ~ / I_=391.38 ~ ~
\ \ I I / R=475.00'
I \ - CENTERLINE CURVE DATA RIP-RAP APRON ~ T=207.5T ~ ~ / CH= ~ x
\ ~ _ 18' LENGTH 5p~ IPARI \ L-179.17' ~ AN so' ' ~ ~ 380.40 IPgRIgN u4~ CH BR=S 65'38' 6~
\ R=310.00' 10.2 WIDTH \ ~ ~ 12" MIN. DEPTH 2a' I TEMPORARY TYPE 'B' DELTA= '1 2" Y . RIP o ~ aN SEDIMENT TRAP #3 M i umuu
\ T=92.16' ~ OPEN SPACE ~ ~ I \ \ \ CH=176.68' ~ ° CLASS 1 RIP-RAP zgyE 2 30' ~ 1 30 ~ 1'O~t16~z2.0' -BEEP- _ ro ~ / 0~~1p, I~I~~~i
~ \ - \ CH BR=S 55'11'55" E ~ "r ~ 20^~ r \ " ~ + + ~ TEMPORARY TYPE 'B' 1 ~ ~ WA • ~i ~ 1 ~ 4x0.5' SPILLWAY -7 _ - - - TErt METER BOXES CAIN 1 p0' 7l + WSA~-~Olit;~RE~DS. ~ J ~i oNE ~ ~ SEE DEw~s ~ SPECS) DITCH 5 ~c pQ`'~ESS •.,1,'.
~ \ \ \ DELTA=33 O6 51 DITCH ~1 ~ ~ N N i M N A 1 I ~ 10"IE z coRPaRanoN sroP (TYP.) # ~ ; ?:Q~' •.1
\ \ TEM. STRAW NET LINER ~ ~ 16'x18'x2.0' D ~ \ \ 10'x70' SIGHT ~ i TEMPORARY DIVERSION 4'x0.5' SPILL SILT 300 PSI OPERATING PRESSURE II TEM. STRAW NET LINER SILT DITCH #3 3~+• zoo ~ SEAL
\ ~ TRIANGLE - ~ DITCH TYPICAL I FENCE ~ FENCE I FlRE H1D. U POLYETHYLENE PIPE ~ I TEM. STRAW NET LINER H a WATER SERNCE (TYP.) r : 1g3p2 =
- IcH / 00 : M ; ~ POINT ~9k WM WM ~ ~ 'y~~~'.~E`N
\ \ ~ / ! 6• PVC WATERLINE \ - / ~ NEW ASPHALT - - - - ~ / , QIN~~
\ ~ ~ 11+00 _ 12+00 ~E OF PAVT / ~ ~ 'INV. 219.7 15+0 s'Xs'TE _ - .--1 ~ ' NI
\ / . . PAVEMENT S . " 13+DD r ~ 14+0 I - II BORE UNDER ROAD PER R, ~e~e'~• E . -~N < I~I_ NCDOT SPECIFICATIONS 'f0' ~ " - a o S 14'21'05' E I I P 16+00 +00 /"j I 17+00 s• c.v. 18 3
\ 5~ 1 . ~ EDGE OF PAVT ~ I s 42roY~o' E I -
INV, 219.2 ~ _ HIGH
~o . ~ POINT . _~..~-:..r-~1~~..~~•• DITCH #6
- TEM. STRAW NET LINER I DITC SILT H #4
~t \ ~ + TEMPORARY SII r^ ~ DIVERSION 44 LF-3 FE FENCE ~ 00 N TEM. ST N RAW NET LINER /
~ ~'°'a \ o DITCH TYPICAL W 2-FE 4ia .50~ ) - ~ k \ 10x70 SIGHT a INTERLINE CURVE DATA ( ) ~ - ~ ~ N R / ~ rn + ~
\ ~o ~ L=30.89' DITCH 2 D.A.-1 .50 A . ~ y~ \ - TRIANGLE o_ ~ ~ + ~ L=26.27 ! w
\ s R=310.00 TEM. STRAW NET LINER ~ ~ _ \ ~ T-15.46' ~ ~ ~ ~ R=650.00' ~ 1 ~
~ \ CH=30.88' ~ v II T=13.13' o a ' ~ CH=26.26' ~ o D.
t \ CH BR=S 41'29'47" E TEMPORARY TYPE 'B' ~ \ \ _ " I TRAP so' E z CH BR=S 43'11'37° E W 3
y \ \ DELTA-05'42 35 20, ~ 16x18 x2.0 DEEP 2 ZONE t ~ \ ~ ~o ONE ~ ZoN DELTA=02'18'55" ~ o 1 Z ' RIP~IAN Z _ Z ZpNE ~ Uj a ~
\ \ \ 4'x0.5 SPILLWAY ZEE ' RIPARI?~ ;o' R~PAR~?J~ ~ TEMPORARY TYPE 'B' 1 Z ~
\ ` ~ FFER 4 \ U uFFFR ~ ~()IMENT TRAP #4 O ~ 3
~ \ \ \ ~ 10'x16.5'x2.0' DEEP Ul w ~ 4'x0.5 SPILLWAY ~ ~ ~
`~P \ ~ Gy \ \ \ - ~ i ~ ~ a
~ \ OPEN SPACE x 3
~ \ \ I W~
i I Wo Z
Z~ Wo
W°
SCALE: 1"= SCALE: 1"=40' H a z
M M O ~
\ ~ O ~
°a j i ! I PVI STA ~ 12+50 244 -------o i L - _ - . ; _ - - - - IPV! ELEVr 231,681 _ _ - ~ . - - - I I i ~ ' ' ~ \ i N - _ - _ _ _ - 44
~ I i i ! I A.D. -1.18 I i I a I 'i I 'I
- - - - - Z I - - _ _ - K _ X4.82 1 _ _ 1- - _ - _ _ _ _ _ _ i i I - - ~ N
- _ _ I ~ _ - - - I 242 -o t _ - ----I-__ _ ~ _ - - , __r _ _ 100.010 vc -_--r __.._.1-. -.._____.i. _ _ - I I - _ - _ - - 242 I HIG POINT ELEV - 22 ,67 '
~ , - _ i__ - - _ - _ LOW POINT. EGEV POINT EGEV = 22$.38 _ H1 P-DINT Sl!A-=-16+ .15 - - --I - _ _ _
1 ~ i °o , ~ I LOWS POINT STIR = 14 OINT STW - 14+6 - .55 ` ' ~ PVI STA I= + ~ ~ 16 25 i ~
240 ! PLAN VIEW In~~tall Level and flush w N r7 I I z ~ I EXI TING GRO ND 25 IGHT ~ ~ N ' i= ~ _ 240 'VI ELEV 225.32 - ~ -
with natural round. _ _ ~ _ _ __j ! _ _ - _ _ - ~ PVI ELEV I 225. _ I _ - _ i ~ I AD. -3.5Il l I _ ; I A.D. 5.35 I 3 PVI 5TA ~ I I K= 11.39 1 , I = 18+ 50
w ~ i CENTERLI E EXISTh,`G GROUN ~ ~ w ~ i o ~ ~ A.D. ~ 5.35 ~ '1 U U ~ I i _ I ~ - _ 238 ~ - z _ - -m- m _ ~ - _ 1 - - } o-- - _ ~ - _ - - --r! - K-= ~a.~ K-= a.~ ! _ ~ 1 i - I~- - PVI ELEV',= 2 1 1 - ~ I 2612.
Pipe or Ditch Outlet w I ~ ~ M M er e oil ~ ,EXISTING GROUND 5 LEFT I - - ; I ~ _ 238 ~ I ~ i I 110.Op' VC , ~ I A.D. ~.58 - . t6~. VC _ - . _ - - _ . _ , - - _ _ _ _ ~ _ , _ - _ _ , _ _ _ - 38 79 ~ I K
Rei rce ~ nt atti (P ) i ~ I ~ j ~ ut w i ~I ; - I
236 ~ ~ ~ _ - _ ~ j ii ~ ~ . ~ 2 00~ ,i , ~ w w I ~ ~ _ ~ - , _ _ - _ I_ _ , - - - _ _ - 1 236 I I oo.oD vc
r I ~ ~ _ . -1 _ _ ~ _ _ _ ° _ -i- A A ~ - - - ' ' i ~ ! ~ \ ~ ~ ~ ut - _ ~ _ ~ M , - ~ ;
I I i a,; 234 _ - _ , - ~ - _ ~ _ _ -i__- - - - , - _ _ _ ~ _ _ ~ o ~ i - © _ ~ ~ _ _ _ _ _ - 234 lC~ ;
V I ~ ~i 1 A\ ( + NI ~ I I I ~ ~ N ~ N '
~ ~ ~ ~ ~ I ~ ~ 1 M- P- 111 _ - ~ I ~ ~ p_ ~ - _ w _ - _ - ~ _ - _
232... - - - - ! _ _ _ - _ . I- _ ' --vi cwi' U ~ i w I > ~ W- - - r _ 232
~ ' ~ 36" MIN ~ ! > ml -1 EX1 ING 8" i - _ ~ _ _ _ _-I_ _ UNDER SHOUL ER _ _ _ _ - _ _ _ 1.. _ _ _ _ U m ~ N W _ ~ _ - _
~ w I ~ I ~ ~ ~ o~
23~ OF GOAD W 4' min. t ! ( I ! ' `3 I CENTERLINE INISHEI ~ ~ 8y ; 230 TERLINE FINISHED GRADE ~ I ~ I rn N ~ H u
a i fir- Square Preformed ~ _ _ _ _ _ _____I. _ , . _ ~ _ I I I ; - - 1'~
Scour Hole (PSH) ! I i 228 _ I _ _ _ _ _ _ _ - _ i ~ °~o I ~ ~ In l1J 01 N . ~ ~ N U U ~ 2 _ - - ~ ~ r-- i\ \ ~ ~ -,r33z _ _ W W _ 228
ee ith ive CHANNEL DATA " _ - _ _ i i ~ ~ - w
(Rip Rop in basin a e a i t o 6 VC WATERLINE i i _ ~ I~, ~ ~ - _ m m
not shown for clari#Y) 226 ~ _ CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING ~ ~ ~ ~ ! ~ 26 - i - ~ i - ~
(J1 2 FT 3.1 CLASS 1 RIP-RAP CLASS TRIP-RAP _ - I i #2 0 FT 3:1 SYNTHETIC MAT GRASS _ - _ _ I_ 0 _ r _ _ _ _ ~ ~ ~ M-~ - _
36 224 ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP l I1 - _ ! _ _ ! _ ~ . _ _ 36" arCP ~ I I ~ ~ ' \ ~ 'I' _ _ _ _ _ - I 24 ~ I i - ~ ~ - ' _ 2
~J4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP it 3 - _ _ 1
Key ~5 0 FT 3:1 SYNTHETIC MAT GRASS - 0 FT 3:1 SYNTHETIC MAT GRASS I ' ~ ~ ~ I.
_ I , _ ff f _ I - - I e = 4.5' 222 I _ 0 _-----i----- - ~ _ - _ 2 ~ - 22
p_1' I ! I SECTION A-A - _ a ; _ _ _ W = 4' ~ 1 ~ ! I ~ i i ,
d = 2" 220 i i I 18"MI. 0 R C VE
CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING i I ; I F. #1 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ! ~ _ _ f 220 •
~ Si Pipe or Ditch #2 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1 ~ I , I , I ~ , ' I
° e Outlet PSRM 218 ~3 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~4 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ! j -~I _ _ ~ _ _ - - I 1 FULL OINT OF UCTILE IRpN I _ ~ - ~ _ _ _ - _ I 218
' D (1' min.) d #5 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - i _ _ ~ _ _ I _ - .~NATERLI E ~E.N_TE. ED " _ _ ~ 1 - _ - - -
~6 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ( ~ ! , _ UNDER E 36 RorP V1 I
Natural 216 #7 0 FT 3:1 & 4:1 SYNTHETIC MAT LINER GRASS - - - #8 0 FT 3;1 & 4.1 STRAW NET LINER GRASS ! ! ~ ~ ___--j - - _ - ; _ 1 _ _ i , - - - _ _ - ~ 216
Ground 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - _ j _ _ _ - i _ _ _ - ~ I ~ i ! ~ - - - l ~ ' _ I _ - , I
#10 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~ ~ 214 #11 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ j _ ~ ~ _ _ _ ~ _ I _ _ _ _ _ _ i _ I ~ i I _ F___ - - _ ; - _ - _ _ _ _ 214 I ~ ~ ~ ~
B 12 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~ I ' ! ~ Liner. Class 1 Rip RaP 1' Tuck # _ _ _ _ i _ . _ _ i - _ _ _ _I _ _ l I I ~ ~ ~ I I_ - ~
18" thick with Filter Fobric #13 0 fT 3.1 & 4.1 STRAW NET LINER GRASS ~ ~ i ~ 1 #14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - - _ _ _ I - _ _ _
212 _ _ l _ _ _ _ _ #15 0 FT 3:1 & 4:1 STRAW NET LINER GRASS I i - , - ~ 12 t - _ - 2 ~
#i6 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ _ _ , _ _ ; _ _ _ _ _ _ -
#17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS I ~ ~I 21 Q #18 0 FT 3:1 & 4:1 STRAW NET LINER GRASS , II
#19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ! ! I ~ ~ ~ I PREFORMED SCOUR HOLE 210 I I I I ~ ~ 0 _ I _ , , _ ,
~ - t 20 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - . - _ _ _ _ . _ I _ _ _ _ I ! CTOBER 10 2003 I I i - _ ~ I. > I I
NTS #21 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - - ; 208 _ ' I r ~ - _ - . ' - _ _ _ - 208 SCALE: 1 ~~=40 V
_ I I . ~ 1 -4 H j -
CENTERLINE h h ro ro ~ro r>o ro r>o I~ h rn o ~o a0 ~ IN ~ ~ m m L- ca ~ ~ !ao o M h o I~ FINISHED Icy lui ~ a~ Iri ',ri N cv ~ i0 d loi Sao ~ ~ Ica I~ a N o 00 o I~ N ~ !a ~ ~ m ~ 'N ~ ~ o ~ ~ ~ 0308-017-CD.DWG I ~ ~ ~ ~ ~ o
o ~ Ico ui ,10 I~ lari ari !~.rri !m .m act h ~
GRADE N r~ ~C.4 r~ r~ M r~ r~ Mrs ~r~ M N N N CN IN ~N N N N N N N N N N N N N V N ~N N N ~N ~N N N N N N N !N N N N N N N N V N N N N N IN N N N N N N N N N N N N NN
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SHEET
PROFILE MARKE .kRKET FARM NE
SCALE: 1"=40' H CALE: 1"=40' H
1'=4' V 30F 12 1'=4' v

U
d~
O
t '1•~ 1 I N ~
1 1 1 ~ ~ ~
1 1 ~ • rl ~ O
1 1 \ RIP-RAP APRON U ~ N ~ ~ ~
1 \ TEMPORARY TYPE 'B' PIPE 6' LENGTH 1 1 SEDIMENT TRAP ~7 ~ ~ ~ ~ ~ ao ~ ~
1 \ 54 LF-18 RCP 7,5' WIDTH 1 16'x18'x2,0' DEEP W 2-FES ~ 0.50% ~ ~ 9" MIN. DEPTH ~ cd ~
\ ~ 4'x0.5 SPILLWAY ~ TEMPORARY TYPE ~ D.A.=0.20 AC. ~ ~ CLASS 1 RIP-RAP AP °1 ~ ~ I + U ~
SEDIM NT TRAM \ ' ~P coRPDRAnoN sroP (TYP.) , ~ \ ~ 300 PSI OPERATING PRE 10X70 SIGHT I \ ~ SSURE 9 ~ ~ ~J ry
16'x1811c2.0' DEEP , r J T 4 x0.5 PILLWAY \ ~ 75 TEMPORARY DIVERSION ]3 TRIANGLE ~ 10x70 SIGH ~ y ~ ~ V~
~p~~ \ \ 1 + WATER METER BOXE 74 DITCH (TYPICAL) INV. 230.27 TRIANGLE 26 N a ~ ,1
5O~ N vnT~.'rouerr=READ uDS. DITCH #7 ~ - 2] SEE DETAILS ~ SPECS Im ~ INV. 230. 27 ~ ~ DITCH #9 TEMPORARY DIVERSION ~ ~ ~
) TEM. SYNTHETIC MAT LINER tih~ u, ~ 00 DITCH # ~ / \ 3/4' cuss 200 - - ~ J ~ e L TEM. STRAW NET LINER ~ ~ 0~ _ ~ DITCH (TYPICAL) ~ ~ ~
. STRA T LINE \ POLYETHYLENE PIPE - E-~-` -T • - \ ATER SERVICE (TYP.) HIGH POINT ,A ~ _ 25 ~
SILT \ r ~ ATERUNE ~ ~ ~ ~ ~ .
\ FENCE \ ~ - E a
~ ~ f'" i HALL 23+00 - - - 26+00 T . ~ NEW A~' S 82.04'19' ET- - ~ 26+00 EDGE OF PAVt 27+00 ~ ~ ~ 24 W - I-- - -+-N i ~ NEW ASPHgLi ~ 6 P~ ~ Gn
; 22+00 may- 25+ 0 ~ a ~ 28+0p \ W,T~~NE ~ Hrp ~ a' PVC ~ O GE OF PAVT PgyEM~r \ ~ =25'/ ~ WATERLINE r.~
~ OF PAV'T r ~ - pAVEM1ENT I b y S 89'14'42' E HIGH q'`P 20+ POINT R i•d \ \
INV. 12.88 1 21+i~0 _ ---1-~'N a•~ ~-•E~-_E-~_- _ - - ED OF PAV'T ,Dry?, 'D R, I e 6 - - - C. V / ~
1 1 n ?S ~ Red ~ 3
~I TEMPORARY DIVERSION ~ + ~ ,y DITCH #10 ~ ~ 654321" 00 6•x4' i h ~ -
• . NC INV. 212f48 _ ~ DITCH #8 11 ro DITCH TYPICAL ~ ~ ~ F E TEM. STRAW NET LINER N w ~ ~ ~ ~ w + I ~ TEM. STRAW NET LINER + \ f k~ ro F°UCfR -^ENTER OF CUL-DE-SAC ~ •N
wM \ + cn 10'x70' SIGHT ~ W ~ \~i o cn 5 > ~ •.k::: u' ~ TRIANGLE ~ ~ ~ 2 N N ~ • v~~ I STA: 29+54.82 0 9 ~~punnqu
DITCH 4 I
d. STRAW NET IN \ TEMPORARY TYPE 'B' ~ CENTERLINE INTERSECTION ~ ~ L.~10'x70' SIGHT ep~ `;t~.. SEDIMENT TRAP~$- ~ TRIANGLE
42 LF\--48" RCP ~ T R I TA STA: 24+91.52 ~ ® 100% ,yd ti 16'x 8x2.0' DEEP ~ C~NTERUNE CURVE DATA it ~s• \
_ ~ E 4'x .5 SPILLWAY L=50.08' ~ W/ . HEADWALLS ~ tick' R=400.00' L=142.68' 21 \ SEAL \ R=500.00' a r : 19302
I .A.=36.Sb AC. ~ ~ T=25.07' l ~ ,
~ tip' , ~~e CH=50.04' I TEMP RARY T E 'B' 3 \ ~ I CH=142.19' TEMPORARY DIVERSION ~ ~ \ tiF \ '•FNCINE~~
S I T TRA 1 ~ \ ~ \ CH BR _S 85'39'31" E - ~ \ ~ ~ ~ DELTA-0710'23" CH BR=S 73'53'50" E DITCH (TYPICAL) / \ < \ ~i~F DELTA=16'20'59" \ \ ~ ~ PERMANENT 2' \ \ 4 1
16'x 8'x2.0' D P \ de. RIP-RAP~APRON 4'x 5' SPILLW Y b ' \ 32' LENGTPI BLOW OFF ASSEMBLY \ \
tid e*~ ~ \ 16.8' WIDTH
ti.~ F ~ " ~ f'" 2 18 MIN. DE TH ~ c'1' 0 ~ 22 \
b ~ ~ F LASS 1 RIP RAP \ \ \ \
\ ~ ti~ \ \ \
\ \
~ \ 1 ~ \ \ \ ~ \ t-
~ \ ~ ~ ~ 1 \ L \ Z ~ w
1
O U
a ~ 3 w o
z .
SCALE: 1 "=40' H ~ Q ~
SCALE: 1°=40' H z ~ ~ ~ ~ 3
~ ~ ~
~ ~ ~ HANNEL DATA w ~ a
a 3
~ ~ CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMAN T INI w o
#1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w ~ #2 0 FT 3:1 SYNTHETIC MAT GRASS ~ ~
~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w o
~4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ ~
~5 0 FT 3:1 SYNTHETIC MAT GRASS a z ~6 0 FT 3:1 SYNTHETIC MAT GRASS
M M O ~
\ ~ O
I I ~ 'I HIG~i POINT E~.EV = 23 .16 ~ j I _ _ - I - I~ - - i'- - _ i - -HIGH' POINTS 2# 3- _ _ I I ~ \ ' N
I ~ _ I--- PVI T ~ ~ ~ I f ~ - - - - - ~-----I HANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PVI STA 2s+oo e~a,x~Nl_NT LINING 244
- _ _ - ~ - ~ S A 23+75 - - I PVI ELEV 234.82 i I ! _ _ _ _ ~1 0 FT 3:1 & 4:1 STRAW NET LINER GRASS j - 230,62~i I j ~ ~2 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~ N
- - f - , _ - - i - _ _ . } ! - - - ~ ~ _ _ ~ A.D: -7:70 - _ _ _ _ I A.D. _ -1,85 II _ _ _ _ _ #3 0 FT 3:1 do 4:1 STRAW NET LINER GRASS _ -
1 I I I _ . ~ ' - ~ - - K = 0.52 , I _ r K = 3.97 j { j ~4 0 FT 3:1 de; 4:1 STRAW NET LINER GRASS 242 1 ' _ ~ ~5 0 FT 3:1 do 4:1 STRAW NET LINER GkgSS _ _ _ _
I ~ ~ 235. ' VC 00 ~ _ I _ 100, VC ~ I' 1 #6 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
' ~ ! I i LOW POINT E4EV = 22 .83 ~ I i o #7 0 FT 3:1 & 4:1 SYNTHETIC MAT LINER GRASS #8 0 FT 3:1 do 4:1 STRAW NET LIN R 240 ! E GRASS
_ I- _ iA rp ~ _ . _ _ - - _ li- _ - - - ~ N m ~ I i LOWS POINT ST' = 20+ 5,41 I i - - I _ ; _ _ C ~ ! - ~ i _ , - I _ i-- _ ~g 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
_ it ~ N ' I 20175 I- - _ _ VI A _ ~ _ _ _ ~ _ I - _ - _ _ + -rl _ #10 0 FT 3:1 & 4:1 STRAW NET LINER GRASS o ~ _ _ i i _ _ _II X11 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 238
PVI ELEV I- 217.32 ~ I ~ a N I N - ~I ~ ~ ~ ~ + ~ j ~ _ l i + ( ~ i ! X12 0 FT 3:1 k 4:1 STRAW NET LINER GRASS N- N _ _ I _ _ _ . _ - I-- -i #13 0 FT 3:1 & 4:1 STRAW NET LINER GRA
I A.D. = 9.74 - : , _ _ - ; _ y-- _ _ - _ , _ I _ _ _ _ - , _ _ _ ~ _ w _ _ ~n- Nl - I ~ !n U I N N K ='30.79. _ _ _ _ _ ; io _i , ~ w ~ SS
I _ ~ w _ _ _ _ _ { #14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ - _ 236 ~ ~ ~ i #15 0 FT 3:1 & 4:1 STRAW NET LINER GRASS M
~ ~ w U U . _ _ _ _ _ . - _ 300,0,0' VC ~ ~ - > > - _ .P_ _ I_.___ __I #16 0 FT 3:1 & 4:1 STRAW NET LINER GRASS W
I - - I W I ~ i I I ~ + oo I #17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • _ _ - _ _.~__-_-.--i~- _ - _ #18 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
• ' i I ~!n U / ~ ~ I _ - - ~ ~ 234 ~ #19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS i
. - _ { ~ _ - - - -C - - I N o m ~ ~ ( ~ ~ _ _ _ _ w-- .v _.1__.__ _ #20 0 FT 3;1 & 4:1 STRAW NET LINER GRASS - ~ i > > I ,
_ - _ _ _ _ _ _ t- , -i _ I I N N ~ ! ! ~ _ 21 0 FT # 3:1 & 4:1 STRAW NET LINER GRASS ~ ~ w w ~ ~ I ~ ~
N N ~ ~1.$ 1 ..a - I _ I - ! ~ - I _ _ ~ _ _ _ _ _ - . _ _ _
~ ~ ~ ~ Lv ' ~ ~ I CENTE LINE FINI HED GRA E ! i ! ~ ~ ~
i w w , I /I ~ ~ ~ 230 ~ i-I
/ _ L _ i_ _ - ~ _ _ , , ~ ' _ _ H ~ - _ _
I I - i J. k ~ t w _ _ . _ ~ ~ i - f--_ _ --r _ ~ I ~ N " ' ~ I ~ ;CENTERLINE EXIST1tYG GROUN _
i ~ I 6 x CROSS - ~ - _ _ _ - ~ - ~ _ _ ~r_ _ _ _ ; ~ ~ - - _ . ~r i ~ ' _ - _ - CROSS I ( ~ _ , _ _ - _ _ 228 I~, ~XISTING G OUND 2 LEFT it ' ~ __t- _ _
I r ~ i ~ Z rn i ! ~ N
- _ - - - ,I ~ - - ZN ~ _ _ - - _ _ 226
i ~ . • ! ' ~ ~ EXI T1NG GRCIUND 25 FIGHT r rr~~ V1 I M-.- -.i.. -....\~....._-F f ~ . I~ I 36 MIN ~i ~ ~
I ' I ~ - - - ~ _ _ ~ - a 1 _ -i _ _ ~ _ _ _ _ __-F- ~ w _ -1 I ~ I - .UNDER ~Ii01lLDEft _ _ _ ~ _ - ~ -i _ ~ _ ~ 224
~ , ~ I ~ I _ _ ~ i OF ROADIE ~ ~ a
I ~ I~ ~ ~ ~ ~ i~ ~ _ I _ _ ~ ~ `3 \ ~ 9, w . o
~ i _ _ - - - ~ - \ I i % - 1- - 1 87.5 LF STREAM IMPACT (MEASURED ALONG CENTERLINE OF EXISTING STREAM) ' _ - - I 222 -I_ J
l ~i - - ~ ~ _ i ~ _ _ a- . . . \ i ~ f i i ~ ~ ~ t \
~ ' ~ i, 50' PUBLIC IGHT-OF-WAY ± 'f` l1
~ ~i it CL ELEV. \ i . ! _ _ _ _ _ B I 220.90 SECTION B-B I ~ ~ 220 6" PVC WATER NE • . ~ w
I I CONC. HEADWALL 6' SHOULDER I 6' SHOULDE CONC. HEADWALL _ 1 _ _ - --I _ . , _ _ _ _ ! \ ~ z ~
PER NCDOT STD. PER NCDOT STD. i 48'I RCP ~ ~I li _ ~i - - L__ SEE DEGIL I SEE DETAIL _ _ _ - TOP OF ROAD ~I _ •
- / ~ ~ 2X 2X I i I _ ~ _ i / ! ~ ~ 218 - _ , _ r i _ _ ~ _ \
_ r ~ i ~ ~ \ .
\ ~ I ~ _ ~ i I I ~ i I _ . 48 _ _ _ ~ - - - _ - 216
- ` _ . _ _ I _ _ 1_ I _ 42 If-48" RCP CULVERT AT 1.00X SLOPE . RCP I i - _ _ ---I-. ~ ~ LF RIPRAP _L. _ _ - - _ _ ~ _ _ _ ~ _ _
I - _ i _ _ .r - ; _ _ - t- _ I ' ' !6"x4" REDUCER - _ _ __I- - _ _ 214
~ i ~ I ' i ~ INV. 212.88 { INV. 212.48 18 MIN. CO R , i I- ~ PIPE 1 Fi BEIAW STEAM BED ' 4 PVC ATERLINE \
~ ~ EXIST. GRADE AT CENTER OF UNNAMED CREEK NOIES: . PIPE 1 FT BELOW ~ _ i _ _ _ _ _ . _ \ ( STREAM BED
_ _ I, _ _ _ ; _ ~ _ 212 - _ ~
I a _ - j . ' 1. BURY PIPE 1 FT. BELOW EXISTING STREAM BED, 1 FU L JOINT F DUCTILq IRON ~ TO PROVIDE FOR A UATIC LIFE PASSAGE PIPE CULVERT #2 i i \
0 IMPACT AREA 2 `
I I UNDE THE 36 RCP I i - _ I _ 210 STA. 20+65 MARKET FARM LANE ~ \
; I _ - _ ~ ' OCTOBER 10, 2003 - NOT TO SCALE ~ ~ { ~ ~
I - - '1 _ _ _ : , - ! - _ _ _ SCALE: 1"=40' V
I I ~ I I ~ ~ ~ ~ I r _ 1 =4 H
~ ~ irn ~ m _ N I,n I~ I~ n ~r IM I`~ ~ ~ I~ ~ I - ;N _ ~ M ~ 00 i0 ~iU) m Ic0 I~ ,ill 0~ d' N I,O~i ~ O N ; ' I~ ~ M m IM o I~ ro ~ .N rn co r~ o r - - - I~? ,o ~ ~ ~ ~o ',N ~ ~ ~ ~ cENTERLNE 0308 017 CD.DWG
rNa ni i0 O ~~N IM ~t i~ h _ i~
N iN N ry ~ 114 k 14 N N N N N N N N N N N N IN !N N N jN N N N jN jto M N N IN N N jN N N N iN N W r co YIIVI~YILU N N N N N N N N N N 'N N N :N N N N N N GRADE
20+00 21+00 22+00 23+00 24+00 25+00
26+00 27+00 28+00 29+00 30+00 SHEET
PROFILE MARKET FARM NE PROFILE EARLY RISER COURT
SCALE: 1"=40' H SCALE: 1"=40' H 40F
1"=4' V 1"=4' 12 V
F

- U
Level Spreader not to scale m o o rn ~
~ ~ NOTES: I- ~a" ~ ~ 1~i' Z 4 ~
Q 3 . N O O ~ ' THIS PRECAST ENDWALL MAY BE USED FOA THE FOLLOWING Z ~ = V ~ H ~ W1 ( ) D 8
SEEDING MIXTURE S ecies Rote (Ib/acre) Ve stated ~a•• 1~ . , P ~ y'~ ,4~a~;~?+,c;4~ ; Transition r O ~ -i N STANDARDS: 838.21, 838,27, 838.33 AND 838,39. LL J O 1-01 ~
diver , Tali fescue 60 SIOn ,.i• ' ' M Z -I = D " INSTALL PRECAST ENDWALL9 WITH WINOS AND PAY O O 4. = Z ~ ~ N O O C3'~ FOA IN ACCORDANCE WITH SPECIFICATION SECTION 838. W LL ~ ti = m ~d = i`
10 ,,w too rode Kentucky bluegrass a+~r w• , ~ 9 „ n " ~ c~ N ~ O 1.0" 1' 0" USE 4000 PSI CONCRETE. Q V ~ O 0 I ~
Sericea lespedeza 15 , y~ YyI v~•1,I„ ,wV +,,~Y•I, Korean lespedeza 10 „ ~I~,,,,, f;t +v~.~a, ~ Z H O .n PROVIDE ALL AEINFORCINO STEEL WHICH MEETS ASTM A815 I- _ ~ Z W V ~ ~ • O O~I-1 ~ FOA GRADE 80 AND WELDED WIRE FABRIC CONfOAMINO O ~ W ~ J O ~ ~
,.vy n ~ - TO ASTM Al B5 WITH 2 MIN. CLEARANCE. O O U)~ ~ " ~ ~
R 4.1 r h, 11, M, .4 ~ J1 V ~~~d . y' M'~ CONSTRUCTION 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHE ~ w • tI•• ~ ' 1r k v. ,~,y, 1~w„ ,A. SEEDING NOTES OBJECTIONABLE MATERIAL ~ ~•'t" M-,•at' ,,,,a"~~' ~ +W ,1W'` 1?' •K' .W~"' 'F? ' ~ ~ H D D o ~ PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z I~ In F~ ~ H M2 I. H2 OSHA STANDARD 1928.704, I- H ~ ~ ~
SPECIFICATIONS a , 1. After Au . 15, use unscaified eericea seed. ~ yv~' ,N„~~"~ ~4 ~ 1 ~ \ d i Y" g ~.yµ1a1. ~y. aa,~, y1,• 1'1 , \ / 1w v 4 J rl a~ Stabi' O ~ C81ACP PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY w p hzed Z M1 H1 I CONTRACTOR p U ~
2. Whore ronca ie a consideration, omR aericea lespedeza and increase 4 , pr ~ Stabilized k«eon ls~~a to 40 Ib acre. 2. ENSURE THAT THE MINUMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN d,, y ,yv vlr~, ~ y,wl. ~ ~ ~"',',yv„ L•• „?a SIO e SIOpB ~ " ~ ALL ELEMENTS PRECAST TO MEET ASTM C913, ~ ~,y ~ CO
/ REQUIREMENTS. Stable a• Y ~ ~'r'v V~,• J~ s~ y. P NURSE PLANTS ,1 1.1~ ~4~ ; 10 - " WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR ~
ae Garman milet a 15 Ib aae undisturbed tv I?' ~ y„ d ,.~r Between May 1, and Aug. 15 add 10 W/o / 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE Outl 4" ` et i, L 1. 5udan~oa. Prior gay 1, a offer Auq. 15, add 40 Ib/aae rye (grab). , A3 LONG A8 THE SAME AREA OF 9TEE - - - - - - - - 1 -0 " L I9 PROVIDED. •r1 (ZI " ~ - CHAMFER ALL CORNEAS 1 OR NAVE A RADIUS OF 1 ~ ~
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 1P~r t1' I• r1" J,,,~" 1 u'' ~ ,>w~,,, n , V,. dv dry ~ ~ 1t„ y . m ~ ~ .-I
SEEDING DATES UFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING +i I x~~ Ib• • wl' ~ r„ ~V ~ \r 4. PROVIDES ~1 r~ +,u, I, Beet Possible ~ 1h1~' \r` 8" O.C,(TYP,) 8° 8" O.C.(TYP.) ~
Below 2500 ft: Aug. 15-Sep. 1 July 25-Sept. 15 AND CLEANOUT. w'' r~„ rrl~„ 1. Ala. 1-A r. 1 M«. 1-Mo 10 M~'• ~I' •4• .6' ~ b, h" 1'1•• TI REFER TO CHART REFER TO CHART ~ ~ ~ ,rj ~ ~ FOR BAR SIZE FOR BAA SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE k5 8AR3 Y ~
Above 2500 ft: July 25-Aug. 15 July is-Aug. 3D 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAN 1 ~ • t ~ I,,, ~ m AT 8" CTS,THE CONTRACTOR WIII NAVE THE OPTION ~ u7 V N ~ ~ ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. O 'J o
le«. 20-Apr. 2a M«. 5-May 15 IN PLACE LESS THAN 30 WORKING DAYS. Id~• ~ 1tu 'il' I~. ~m LtQ ~ A 3W ~
..f ,1~, w,. t. ~ N~„ 11. ~ , rave zQ
SOIL AMENDMENTS MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY - - Apply Ilma and fartilzer occading to adl teats, a apply 4,000 Ib/aae REMOVE DEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY mys HZ ~ CO ~ 3Wa ~ ~
ground ogrlculturd Iimatone and L000 m/aae to-tD-1D hrt4tzer. CHECK OUTLETS AND MAKE TiMELY REPAIRS AS NEEDED. WMEN THE AREA PROTECTED IS REMOVE THE RIDGE AND THE CHANEL TO BLEND WITH THE CrOSS S8CtI0n N ~ ENDWALL DIMENSIONS M ~ ~
PERMANENTLY STABILIZED, MULCH NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. ~ n D ~ FT. MINIMUM MIN.JMAX. MIN./MAX. MIN.lMAX. YIN./MAX. MIN,IMAX, p W a ~ ~ sip H: ~
Apply 4,000 Ib/aae grain straw. Ancha straw by tacking with asphdt, netting, a roving « by almphg with a mulch anchahq tad. A dick with Material ~ Z D PIPE DIA, BAR SIZE H1(FT.) H2(FT,) D (FT,) Wt W2 p n ~1
blades at noaAy straight can be uad a a mulch mchorhq tad. COMPACTED 2' eta led in ~ Variable ~ ~ k " 1.25 2.00 2. 1.2 1 ~ w 1.0 5 @ 8 / 0013.75 5I .75 3.0013.75 5.5018,00 V r'~ O I tD a n p V~
SOIL ~ F1-OW P ~ place MAINTENANCE ~ ~ • ~ _ " N rn I ~ 1,25 k5 @ B 1.2512.00 3.0013,75 1,2512.00 3,5013.75 8.5018,75 Z = v _ ~ ~
If growth fe leas than tally adequate, ref«tiize in the second year, accordhq ~ _ ~ ~ - - _ _ s _ _ I to soi testa a topdrea with 500 Ib/aae 10-10-10 fertiiz«. Mow as I I I _ I I I ~ ~ 1,50 k5 @ 8" 1.2512,00 3.0014.25 1,5012.50 3.50/3.75 8,5018,75 F- ~ ,nnnaa I rn ~ -r v : ~ N,
needed whxi s«icea ie omitted ham the mixture. Rased, fertiix0. and - III I - 1 - II='' I I I I I I I II - _ min ~ ~ 2.0 k5 @ 8" 1.6012.60 4,00!4.76 1.7612.60 4.0014.26 7,b0 8.26 N N ,,~~0 ~ hyy~
mulch damogad «sa fmmed'atdy. ~ I I I,-II I ~I1~ - I I- I I I I • .~~I(I Iii - = - s' Level ll - -11 1 - I - I rn D 2,6 k6 @ 8" 2.5013.50 4.0018.D0 2,0013.00 4.50 5.50 10, 0 11 = ~ ~ ~'~E ~'•'y -I ~ Z ~j 1 01 .50 N Hw •`2:Q~` t1
P - :1111=~11 - I I - 111=11 of II II_ ~ s rea _ ~ III- i der _1111_ P I 1i11I =.111 - = I I I I to ~ I 3.0 M5 @ 8" 3.0013.50 5.0018,00 2.75/3.50 5.2515.75 11,50111.75 J a cJ7 C ~1 ^ ~ n C7 V Z SEAL
- I1 =11 - I III I-~ (II I - (1~ - e ~ O 9 Q• 3,6 k5 @ 8 3.2514,50 8,0018.75 3.2513.50 8.0018.75 12.00113.25 Z W ~ ~ Lu N ; r 19302
~ -1 Buried _ ~ I1- W r :1" ' Vl: ~ 4.0 k5 @ 8 3.5014.50 B, 5017.00 3.2513.50 8.5018.75 13.00113 , 25 s ~ ~ : p LAN 4.5 k6 @ B" 4.0016.00 8.6018.60 9.2614.00 7.0019.26 13.60 16.75 ~ ~ ' f;VCiNE~,.~
_ II 1- I I 1~ .III 6 min - 1 w F ~
6.0 k5 @ B" 4.60 5.00 7.00 8.50 3.25 4.0 7.2 ~ r l 1 I 0 519.25 13.75115.75
5.5 k5 @ B" 4,5015.00 7.5018,50 3,2514.00 7.2518,25 14,00115.75 ~ ~ ti-2~~3
8.0 k5 @ 8" 4,5015.00 7.5018,50 3,2514.00 7.7518.25 14,75116.75
CONSTRUCTION 1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND EET 1 OF 1 8HEET 1 OF 1
SPECIFICATIONS ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE 838.80 g ,
DESIGNATED DISPOSAL AREA. Construction MATERIALs 38 80
1. Ua a synthsUc fltr fabric « a psrvkwe chat of pdypropylsn0. nylon, pdyatr, « pdyethylale yvm, 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOT'S, WOODY Specifications y arUlisd by the mnufactlrrr « supplier a oanformhq to the rsquirsmnU shown h Table 8.871. NOTES: ~
VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE 1HE FlLL IN LIFTS
NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES Synthatk fltr fabric should eontakl ultrovlalet roy hhibiton and dobifzers to provide a mnimum of 8 months of sxpscUd usable construction IHa d a tsmpratun rings of 0 to 120 F. TO ALLOW FOR SETTLEMENT. 1. ALL STREET CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS FOR SUBDIVISION w
2 Ensure that pats f« sediment fences an dthr hbch diameter pbe, 2-Inch dkxnetx oak, « 1.3J -1!]- Quo LENGTH STREETS. STREET CONSTRUCTION SEQUENCES AND METHODS WILL CONFORM TO ALL NCDOT ~
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION lb/Ibea ft sled with a mnimum Ingth of 4 ft Aida sun that steel pate have projections to fadlNats LEVEL SPREADER ~1 8.8 CFS 8.8 CFS 115 FT REQUIREMENTS, INCLUDING PROOFROLLING SUBGRADE AND PROOFROLUNG COMPLETED o STONEBASE, AND GENERAL COMPLIANCE WITH THE NCDOT INSPECTOR'S GUIDANCE. a
RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF fa.tnhq ~ toor~ BETWEEN THE 3. Fa rdnfaamant of eland«d atrongN Iptx fabric, ua wke fans with a minimum 14 gauge and a LEVEL SPREADER ~2 4.2 CF5 TRENCH 8E1YlEEN THE RIPRAP STRUCTURE AND THE SOIL. maximum mesh epochq of 6 hcha. 4.2 CF5 55 FT 2. ALL FILL MATERIAL PLACED IN STREETS AREAS SHALL BE COMPACTED TO 96% ~
STANDARD PROCTOR DENSITY. ~ 23.1 CFS 300 FT ~ ~
+ PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL EXTEND THE FABRIC ACROSS coNSTRUCTIaN LEVEL SPREADER ~3 23.1 CFS THE SPILLWAYFOUNDAl10N AND SIDES TO THE TOP OF THE DAM; OR 1. Construct the aedknnt barrier of stand«d drongth a extra etrngth aynthetk Ater fabrks.
2 Ensure that the helgtlt of the asdknent fence dos not exceed 18 hcha above the ground surface. IFVEL SPREADER ~4 6.4 CFS 6.4 CFS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING z ~ 84 FT UNDERGROUND OR ABOVE GROUND UTiU11ES. ~
+ EXCAVATE A KEYWA i TRENCH ALONG THE CENTERLINE OF THE SPILWAY FOUNDATION (Highr fences may Impound vduma of woUr suNkient to coos faiun of the structure.) 5.6 CFS 73 FT 4. CONTRACTOR SHALL CONSTRUCT THE NEW PROPOSED WATERLINE IN ACCORDANCE WITH ~ w
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT LEVEL SPREADER y5 5.6 CFS 3. Cnetruci the fltr fabric ham a conthua rdl at to the length of the barri« to avdd joints. Wha LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SLOPES. jonts an nseessary, ssurdy fasten the flGr Both only at a support pool with overlap to the next paL THE LATEST STANDARDS AND SPECIFICA110NS OF THE JOHNSTON COUNTY PUBLIC UTILITY ~ Q
LEVEL SPREADER ~6 4.4 CFS 4.4 CFS 58 FT DEPARTMENT. W ~
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO 4. Support etmd«d strength Ater fabric by wiro mesh taloned esaudy to the upslapa aide of the pats ushq Mavy duty wire staples at Isal 1 hch In¢ « tie wYa. Extend the win mash support to the FACILITATE CLEANOUT. eottam of the trsrlch. NOTES: ~ o 5. All WATER SERVICES SHALL HAVE A CORPORATION STOP OF 300 PSI OPERATING ~
PRESSURE, 3/4" CLASS 200 POLYETHYLENE PIPE, AND WATER METER BOXES WITH N
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. 5. ~n a's'h medl ¦A~ fens h use4 spas pate a maximum of 8 ft apart. Support pods ehouM e. arMn seardy into tM grand to a minYnlrll of to hdlg. 1. LEVEL SPREADERS HAVE BEEN DESIGNED STANDARDS OF 13 FT PER 1 CFS FORA 10 TEEN DESIGNED TO DWQ "TOUCH-READ" LIDS, (SEE DETAILS AND SPECIFICATIONS). o CFS FORA 10 YEAR STORM. °
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM Extra drngth Atr tabrie with 8 ft pod spockp dos not rsqun wrs mesh support fns. StapN r 6. CONTRACTOR SHALL PROVIDE ONE FlRE HYDRANT REPAIR KIT. z
BOTTOM NADTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM ~ tiles faertc ~ ~ ~0et` 2. CONTRACTOR SHALL CONSTRUCTION EACH ~TRUC110N EACH LEVEL 5 SHOWN ON SHEET 2, PER 7. AU_ EROSION AND SEDIMENT CONTROL SHALL BE CHECKED FOR STABILITY AND
OF THE SPILLWAY SECTION. 7. Excavob a trench aPP~^0~Y + hdlss rise ~ 8 hrha a«P dew BIS proposed ihs of pats and _ SPREADER AT THE LOCAl10NS SHOWN ON SF upeklpe from tlIe emir (Fiplrs 8.82x). "'`'~,4DETAIL ABOVE, TAKING PRECAUTIONS TO COr AU110NS TO CONSTRUC110N OPERATION FOLLOMANG EVERY RUNOFF PRODUgNG RAINFALL BUT IN NO CASE LESS THAN
7. CONSTRUCT THE MINIMUM FINSIHED STONE SPILLWAY BOTTOM WID1H, AS SHOWN ON 8. Backlit the trench with compacted soi a grovel plead ovr tM flUr fabric. SPREADER LEVEL AT THE EXISII L AT THE EXISTING GROUND. ONCE EVERY WEEK; AND ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ~
THE PLANS YNTH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THF: OVER FILLED ~ 9. Do not attach fltr fabric to existing tree. ALL PRACTICES AS DESIGNED. N
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPFLLWAY OUTLET STRUCTURE RT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND OONSTRUCTED TO GRADE TO INSTAtlAllpl f>F NETTING ANO MATiri 8. SEDIMENT AND EROSION CONTROL MEASURES ARE PERFORMANCE BASED, REQUIRE a iETIING ANO MATIMIG
ASSURE DESIGN CAPACITY. ~OITTtQflOnCe kapsct ssdillsnt Incas at Isod ono o .ssk and oftr sodl rohfdl. Moles ny requred rpdn Ynlledolslx PRODUCTS DESIGNED TO CONTROL EROSION SMOUID BE INS' o DILIGENT MAINTENANCE, AND MAY REQUIRE FlELD MODIFlCATIONS AND/OR ADDITIONAL ION SHOULD BE INSTALLED IN ~ MEASURES TO BE INSTALLED IF MEASURES ARE FOUND TO BE INADEQUATE. a
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WEEL-GRADED MIXTURE OF STONE Shade 8u Iobric d a adhwlt brio cdloPa. tar, asoanpoaa « eacans Insffactivs, rsploa R prmytlyl ACCORDANCE WITH MANUFACTURER'S INSTRUC110NS. ANY k iiRUCTIONS. ANY MAT OR BLANKET-TYPE i SHOULD PROVIDE COVER OF AT 9. DISTURBED AREAS SHALL BE PROVIDED WiTH GROUND COVER SUFFlgENT TO RESTRAIN
INCHES CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND ~ ~p ~Y W eoYs• PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROVIDE WiTH A d~ SIZE OF 9 ( LEAST 30fi OF THE SURFACE WHERE IT IS APPLIED. IS APPLIED. EROSION WIl}IIN 30 WORKING DAYS AF1ER COMPLETION OF ANY PHASE OF DISTURBANCE
A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE Rsnlovs esdhxint deposits a naeasory to provide odaquate et«aqe volume tar the next roan rid to SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE rsdlloe pnnlra n the lsnoa Toles ore to avoid undrmhhq tM Ines durhq dsanou6 1. APPLY LIME, FER11llIER ANO SEED BEFORE LAYING THE IEFORE LAYING THE NET OR MAT. INCLUDING CLEARING, ROUGH AND FlNISHED GRADING. IN NO CASE SHALL ANY DISTURBED
HARD, ANGULAR AND HIGHLY WEATHER-Rl SISTANT. Remove dl M°Chq moterids and unstable ssdimnt espoda and brhq the ono to gmee rid stablins it 2. START LAYNG THE NET FROM THE TOP OF THE CHANNf AREA BE LEFT WITHOUT SUFFlgENT GROUND COVER TO RESTRAIN EROSION FOR MORE THAN roP of THE CHANNEL oR SLOPE ANO 30 DAYS.
aRr the ooMreufig drolags ono less esn properly stoblMed UNROLL IT DOIMI THE GRADE. ALLOW NETTNG TO LAY L00 IETIWG TO LAY LOOSELY ON THE SOIL BUT
9. ENSURE THAT THE STONE SPILLWAY OU ILET SECTION EXTENDS DOWNSTREAM PAST THE TOE WITHOUT wRINIOES - Do NoT STRETr,1+. OF 1HE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOGTY IS SLOPE END IN A SLOT OR TRENCH NO LESS
ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLi AND TAMP FlRMLY. STAPLE THE NET IN CHANNELS, ROLL OUT STRIPS OF
NG GROUND AND SHAPE THE CENTER TO CONFlNE THE OUTFLOW THAN 6 INCHES DEEP, COVFR IMTH 508, AND TAMP FlRMLY FLUSH WITH THE SURROUNDI EVERY 12 INCIES ACROSS THE TOP END AND EVERY 3 FEE STREAM. AND BOTTOM. MHERE 2 STRIPS Of NET ARE WD SIDE BY I AND EVQiY 3 FEET AROUND THE EDGES NETTING PARALLEL TO THE D8tEC11CN OF 'ARE WD SIDE BY SIDE, THE ADJACENT FLOW AND OVER 1HE PROTECTIVE LNJLCH. PROJECT DESCRP110N
EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TC :S AND STAPLED TOGETHER. EACH STRIP DOWN THE CENTER, EVERY 3 FEET. DO THE PURPOSE OF iHIS PROJECT IS TO SUBDINOE APPROX8AA1T1 75.6 ACRES INTO 78 SWGILE FAMILY LOTS WITH OPEN SPACE, AND TO CONSTRUCT
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO OF NErnNC SHOULD ALSO BE STAPLID DDwN THE CENTER, A THE EMBANKMENT. NOT STRETCH THE NET WHEN APPLYING STAPLES STAPLES. 5450 FEET Of AESDEIITIAL STREET M1TH A PIIBIIC WATER SYSTEM.. APPROXIMATELY 7.4t ACRES WILL BE DISTURBED DURWG iWS CONSTRUCTION PERIOD. THE 91E IS LOCATED IN JOHNST6N COUNTY, ON THE EAST SIDE OF OLD FAIRGROUND ROAD-SR. 1308, APPROXNAAiELY 2806! FEET SOUTH
THAT FLOW WILL NOT DAM GE 4. TO JOIN TIMD STRIPS, CUT A TRENCH TO ANCHOR THE I H TO ANCHOR THE END OF THE NEW NET. OF TILE WTERSECTKW a OlD FAIitGROIN~ ROAD W1H ZACKS MKL ROAD-SR. 1319. (SEE VICWITY MAP).
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL OVERLAP THE END OF THE PREMOUS ROLL 18 NICHES AND )I.L 18 WCHES AND STAPLE EVERY 12 SITE ~
AND DUWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. INCHES JusT BELOW THE ANCFlOR SLOT. THE SITE HAS Rg111G TOPOGRAPHY YA1H SLOPES GENERALLY 1 TO tOX THE 9TE IS RUAL LAND, SOME OF WHICH HAS BEEN FARMED IN THE PAST.
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT MAINTENANCE ` ANC}pR ~ 0 7HE SITE IS NOW PARTLY WOODED AND PARTLY OPEN GRASSED FlELD. FORMER FARM LAND AND IS NOW COVERED WITH TALL GRASS A 8-WCH 1RENCFi ADJACEWi PROPfltTY
LEVEL (ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FlELD. FABRIC FILTER FENCE INSPECT ALL MULCHES PERIODICALLY, AND AF1ER RAINSTOA ND AF117t RAINSTORMS TO CHECK FOR
RILL EROSION, DRLOCAl10N, OR FAILURE. NFIERE EROSION ~~ii>r' • ADDITIONAL AN1LCit. IF WASHOUT OCCURS, REPAIR 7HE SLC WHERE EROSION IS OBSERVED, APPLY JOW STRPS BY ANCHORWG LAND USE IN THE VKW11ttIS 91W.AR lO TWS 5iE WITH SOME RESIDENTIAL DEVELOPEMENT W THE AREA. MOST OF THE ADJACENT LAND IS ZONED RS, REPAIR THE SLOPE CRADE, RESEED, AND OVQiI.APPMJG. ARGRICULTURAL OR RESIDENTAL
~I il/ "r. - AND REINSTALL MULCH. CONTINUE INSPEC110NS UN11L VEf;I MAINTENANCE INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFlCANT RAINFALL. - - ~''i~ • . ESTABLISHED, 'EC110NS UN11L VEGETATION 15 FlRMLY PUNNED EROSKIN AND SEDIMENTATION CONTROL PRACTICES
WH THE -III=1 I=1 i~! REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS EN I- - - • . 1. TEMPORARY SEDMIENT TRAPS 1~
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF 1HE TRAP. PLACE THE =III=I I ~=III=1 J1'-_~"; ~ SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE _=III=III=III=III=III=I ~~=III- ' ' =1 I 1=1 11= II _ _ _ _ _ 8 SMA1L SEgENT TRAPS WILL BE CONSiRlK:1FD FOR THE PROPOSED STREET. LESS TH V 1 AN 0.5 ACRES OF DISTURBED AREA W1LL DRAW WTO EACH TRAP
CONTAMINATED PART OF THE GRAVEL FACING. -III=I I (=III=III=III=III=III=III=I III=III=I ~ I 2 TEMPORARY DIV1]TSKWS
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE TEMPORARY DIVERSIONS WILL BE CONSTRUCTED ALONG THE LOW 9DE OF EACH ROAD TO DIRECT SILTY RUNOFF TO THE SEDDAENT TRAPS
OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF " COMPACTED FlLL DEPTH BACKFILL MINIMUM OF 8 J. SEDIMENT FENCE SEDIMENT FENCE Wlll ~ CONSTRUCTED ALONG TFiE TOE OF SOME SLOPES TO PREVENT SEDNffNT FROM ENTERING THE EXISiWG DRAINAGEWAY.
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY THICK LAYER OF GRAVEL VARIES 4. TREE PRESERVA1K1i1 AID PROTECiKW
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. ONLY 1HE 1REES W 1HE PROPOegD RKwHT-OF-WAY WILL BE REMOVED.
6' FREE OARD OVERFlLL 6' S. ROAD STABMJUTKIN
Y STABAUZED REMOVE FABRIC FILTER 6" FREE OAR AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTL , THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND IMTH THE 6' DEPTH OF FLOW FOR Q M ~ 1 CF FOR SETTLEMENT AS SOON AS FWAL GRADE IS REACHED 6N THE NEW STREET, THE SUBGRADE MILL BE STABILIZED WITH AN 8-INCH COlN1SE of NCDOT IR Q r ~ 1 CFS sTANDARD SIZE ABC si6NE H
ADJOINING AREA AND STABILIZE PROPERLY. 14" SPIILW Y SPILLW Y
~ _ _ coNSTRUCnoN scHEDtILE
5 ~ YN oo DO ,~,1 1 •I 1. OBTAW PLAN APPROVAL AND O1NER APPLICABLE PERMITS. ~ P~~ EARTH BERM
J t.s Fr - -I!'- FILTER FABRIC ~ ~ EMERGENCY BYPASS 2 HOLD PREOONSTRI1CTION COiFEiIENCE AT LEAST ONE WEE/( PPoOR TO STARTING CONSTRUCTION. IC~ ~ 6 BELOW SETTLED
I I=III= III=1 ~ IP-RA TOP OF DAM. a INStALL sEORIE,IT TRAPS As THE FlRST coNSTRIICnaN AcntATY. LAX
1600 Cu FT ACRE ~ S FT 8" _ - / - - 1:1 (MAX / MA1( -III-III II -III- " '-111= ' ~ _ - ~ NATURAL GROUND 4. CONSTRUCT TEMPORARY DIVERSIONS ALONG THE LOVER SIDE aF THE CONSiRUCTKW AREA.
-III- I III-II -1 ~ - - 5. INSTALL lEliORARY SILT FENCE.
I _I I h ~ I=III- 8. COMPLETE SIZE CIEAPoNG.
V-TRENCH I~ _ - I~ I III- NATURAL MATERIAL PIUER fA~BC ~ I-III=~ SEC•
CROSS SECTION SECTION A-A 7. ROUGH gtADE 91E, CONSTRUCT CHANNELS AND INSTALL aLVfRTS. N.T.S. & PROVIDE DISTINi~D AREAS MIiH GRWND COVER SUFFlCIENT TO RESTRAIN EROSION IMTHW 30 WORKING DAYS AFTER CgAPLEiION OF ANY PHASE
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH OF DISTURBANCE NCi11DING C1EAItlNG, ROUGH AND FlNLSFED GRADWC.
A 8. COMPIEIE FIIAL GRADING FOR ROAD AND ROADSIDE DITCHES.
DESIGN FABRIC FILTER SETTLED ~i2'~ OVERFNl.B' VARIE 9. INSTALL ABC STONE AND CpPACi.
~ ~ Fdt SETiLE1DIT VARIES -SEE EC PLAN 10. WSTAIl ASPHALT PANNG
STOP OF EARTH BERM ON EACH SIDE OF SPILLN SIDE OF SPILLWAY 11. DISK, SEED AND MULCH ROAD SNOIA.DERS, DITCHES AND SLOPES.
- - - 4FTi8N _ _ I IRM WATER FOR Q . 6 FREEBOAR-D ~ RIP-RAP SIDE WALLS AND TOP OF 12 ~ERA61p1 AID SEDIMENT CONTROL PRACTICES HiLL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS NEEDED REP,uRS wlu, eE MADE
1.5 FT 2: t SIDE ~QP ELEVATION OF ST RM WATER FOR S~PE ~ 0~(,TNGY -III-III=1 - ~ , 6 SPILLWAY 6 HIGH (~?1 RIP-RAP)
5 FT BY-PASS - _ " I I-III- Ollj q ~ MAX Flu =III=III- B "`t WIRE Rf t2" 13. A~S9TE a STABEIZED, REMavE ALL TEMPORARY EROSKIN cDNTRa MEASURES AND WSTALL PERMANENT VEGErA710N oN THE asTURBm OCTOBER 10, 2003
FlLTER 1:1 SIDE ~ eELDw l - - ~ I - RED ~ ~ FABRIC AX SETilEO TOP I-III-I III- ~ , SLOPE M `NATURAL a DAM 1 •-•r-'~. I 2~.- R~ ~pp 31 ED ~ ~ 3'-0' NFORgN ~ SCALE: NONE
OROUND I I-III I I- _ I z~"" ~ MIN. DISCHARGE 14. ES11YAlm 171E BffORE FWAL STABILIZATION - 3 MONTHS _ - - _ _ DETAILS.DWG
3 FT III=I 4" ~ I NATURAL MATERIAL OF SEDIMEN I~ WASHED PROVIDE POSITIVE DRAINAGE
AuN -III-1 = = C I MAXIMUM LEVEL OF SEDIMEN -III-III I COLLECTED, REMOVE SEDIMENT DVE SEDIMENT STONE FlL1ER MAWTENANCE PLAN
I=1 I 1=~~~- WHEN THIS LEVEL IS REACHED. _ IS REACHED. FILTER FABRIC t ut cvnatr un anucut'rnuian ooirttrrc rri a nurrm cro cr.m.r ..u, roco. nnu cn,nu"ur c,iurcr mn.u inur
'iiM LL SLIT N NO CASE LESS THAN ONCE EVERY MEFJ(~ ANY NEEDEO7REPAINS Z BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
STONE SECTION DESNXIED.
2 SEDIMENT WILL RE REMOVED FROM THE SEDIMENT TRAP STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% Fil I . GRAVEL MMl BE
INE FILTER ROCK D CLEANED OR REPLACED MIEN THE SSEDNEIIT POOL NO LONGER DRAINS PROPERLY. SHEET 3 SEDIMENT WILL BE REMOVED FROM BEHM THE SEDIMENT FENCE W*N IT BECOMES ABOUT 0.6 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE
TEMPORARY SEDIMENT TRAP TEMPORARY SILT FENCE STONE FI MALL BE REPLACD AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTLUffD, RESIDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE TO MAINTAIN A OF 12 VIGOROUS, DENSE VEGETATIVE COVER.

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I I ` \ I~1 ` 0 FT, 3.1 do 4:1 SfRAW,NET UN GR/ISS \ , ~ \ \ , I j I I , ~ ~`Q FT - . 3_1 dC 4;~__-STRAW NET ~.INER GRASS i ' \ ` ~ \ ` ` / / ^ / / /
, I , ~ ~ . \ \ 0 f1_ 3:1 do 4:1 STRAW NE,ti LINER ~ /GR SS, , ~ , \ \ \ \ \ \ \ \ \ \ \ \ i , / / / / I , / \ uF1~ I 1 I , l \ ~ ~ ~ ~ \ \ / / ' / \ IARRY dt P Tf~IC / R ` ~ '
/ ~ II ; ; ~ \ \ \ ~`.Q`FT „ 3:1 do 4:1---SAW-fVET LINER GRASS ; , \ \ \ \ \ l I I ; \ ; 0 F7 ~~T &-i:1 STRAW NET LIII~R / GRAS'S I ~ \ eanor rlt~ill \ \ ~ \ \ ~ \ ~ / PIN, 2r~-p7f 61~2~ ~ ,
','I I II I I ~'~.p FT 3:1 do 4:1 S1RAW_yET-(JNER / GRASS ; ` ~ \ ' ` \ LEON 'ST III I ` - / r ' ~ \ \ ` ` ` ` \ \ LEON '~TEIt E~A(SON iIR. \ ~ - - ; ' / ; ~ ; ' ~ 1 1 DB 3~f7,'PC 3581
/ ',III \ i 1 7 , ~`.0`f1 3i f d-4: r -SYNTHETIC MAT ER ,'GRASS,/ \ \ , , \ P ~ `i61; / II, i i \ ti`'0 '`,ZT~FT \ \ ~ 3:1 dt 4:1 STRAW NET R GRA~6' ! `'so \ ~ \ ~ ` 1 ~ D 2~
III I I , 1 \ \ \ / 1' , \ 1 \ \ \ I III 1 --0'f~'` ~1-k-#rt -9TiZ LINER-- GRASS ~ . ~ ' \ \ \ _ - , ; III I 1 OCTOBER 10, 2003
10 ---.~1;f7 ~``3:9 dr#:1• --STRAW-41ET t]NER --'GRASS \ I ! ~ II I / -y ~ - GRASS \ I i r ' ' \ ' `
~ 1, .\~11 ~ so,0'Fj . 3.~-dr~:~ -STRAW NET INNER-' \ / 1 \ '1 \ \ `I \ ~ , 1 ~ ~ 12/ 0 f\T `.\----3~1-~c_4J, ,STRAW NET LINER GRASS _ \ - ~ - ~ ; ; ,I ~ 11 , \ \ \ 5 , \ ` \ _ ; I I 1 II ~ II I, SCALE: 1 -100
~ 1 ~ 0 F11 3:1 do 4:1 ` ~1RAW NET LINER GRl~''' - ~ ' ' I ' `I \ ' ` ' I` \ ~ 1 1 \ \ ~ - I, . 1, \ 0308-017-CD.D1~G
II I I \ 1 , \ \ \ \ , , I ~ \ ~14\ 0 FTI 1 3: i dt 4:1 STRAW NET LINER ,-GRASS,, _ _ _ _ , I I I ' \ , \ ~I,~ \ 0 FT 3:1 do 4:1 S AW NET LINER GRhS~ ~ ~ ~ \ _ - I I I \ \1 + , , 1 , , , 1 \ , \ { ` , , , \ 1 , \ \ , ,
11 I ~ \ j16`` - $ fT 3:1 dC 4:1 STRAW NET LINER- ; '"GRA - \ ~ ' - , \ \ \ \ \ \
I. w-/ ` ~ __.1S.Li errnaw urr ~~ufe i nn CC _ ~ / 1 ~ ~ \ \
/ 1I II i - 17~- V fT .7: 1 Q T: 1 _AIR/~~1 1'IL I I~N~GR VyfnJ.~i \ ` , ,l `l 1 1 `1 1 1 ~I 1\ 8 "'V fi------- 3r1-8 41 STRAW t4ET'UNER, 'GR&SS - - - . , \ STS I \ \ , 1 \ \ \
TT _ ai _~3J_~4 4:1__-STRICW NET j1NE(? i ARASS' 1 \ \ \ ` - - - ` \ 1 IN L ` . \ \
I - _ - - GRASS, - - _0 Pf- _ 3:1 do 4:1 STRAW UN g - , - - - / , I 1 \I 1 I 1 SHEET
(5 -STRAW-MET R RA3S FT 0 J-21-- - _ - - - - _ - - I I I \ 1 1 1 1 \ \ \ \ \ \ 1 l \ \ \ I
- ` 1 i 20F 12

U
d'
O
~ ~
~ ~ ro ~
A ~ Q
Aei V ~ ~ ac 0 ~
~ " ~
? ~ ~ ~ ~ ~
~ ~ I
~ o~
~ / \ \ ~ , \ \ / i ~ td er
\ ~ ~ \ \ ~ EXISTING POND ~ / -
1 \ \ ~ ~
\ \ ~
~ . ~
O \ ~ i \ \
\ ~ \ \ ~ \ \ ~ / o ~ a
\ \
\ \ , - i ~ ~ ~ \ \ ~ ~ ~ CENTERLINE CURVE DATA ~ ~ ~
\ ~ ~ \ . / L=391.38' ~ ~ ~
\ ~ \ \ ~ \ \ / R=475.00' ~C~~ ~
\ \ / T-207.57' ~ x CH-380.40' ,~P
\ ~ RIP-RAP APRON \ \ • ~ LI 18' LENGTH ~ CH BR=S 65'38'26" E
\ L=179.17' ~ 10.2' WIDTH ~ , , DELTA=47'12'32" ~ ~ TEMPORARY TYPE B ~
~ oo ti \ \ R 310. ~ \ OPEN SPACE o n 12 MIN. DEPTH zo' ~ \ T=9216 ~ o CLASS 1 RIP-RAP ~ 2 ~D AN SEDIMENT TRAP I!3 M ~6 i ~uu~y~~
\ CH=176.68' ~ of d ~+E ~ C~ 'Ni, 10x16.5 x2.0 DEEP wAt~t METER eoxES 1~1 , ~ ~ I AY MATN 'HOUGH-READ' uoS. / as~~~ Q(~
\ ~ ~ n TEMPORARY TYPE 'B' ~ \ \ \ CH BR=S 55'1155 E ~ + + , - ~E ~ - ~ 20' 4 xo.5 SP LLW DETAILS a SPECS S ~:''p1~E '•.ti i z ) DITCH ~k5 / . Z.~~ •.7 ~ 2 CORPORAnON STOP (TYP.) :
\ _ DITCH ~ _ N N / \ \ \ DELTA 33106 51 i~ ~ ~ \ TEM. STRAW NET LINER 16'x18~x2.0' DEEP \ \ ~ ~ ~ r ~ TEMPORARY DIVERSION SILT ~ n o ~ u TEM. STRAW NET LINER DITCH ~3 ~ ~ N ~ NrD 3/4' CLASS 200 ~ X
\ 0x10 9GHT 4x0.5 SPILLWAY ~ FENCE \ \ \ ~ ~ F DITCH (TYPICAL) U POLYETHYLENE PIPE , , TEM. STRAW NET LINER o. wAn>z sERV~cE (TYP.) ~ / r ; 19302
HIGH 0 , tti • ~ .i - POINT ~ / 19'`0 i
\ \ \ ~ ~ 8' PVC WATFRUIIE ~ ~ ~ i 4~ a
\ NEW ASPHALT ~ _
\ ~ 11+00 _ 12+00 EDGE OF PAV'T \ \ V / _ 13+00 , > ~ 14+ ~ INV. 220.7P 1 PAVElIF11T S 3A'3830` E --~i°v a , - I INV. 220.7 15+0 B'~' ~1 ~ P 1s+oo 16+00 ~ 17+00 e' c.v. ~ l-tU~o
BORE UNDER ROAD PER R.~, - s µ'~'os' E ~ ~ ~ ~ S NCDOT SPEgFlCATIONS \ EDGE OF PAVT S 42'0'1'10' E
INV. 220. 2 \ INV. 220.2 ~
wc;H _ Pou+T ' DITCH ~6
\ 1 n -o of . _ .-~..~-+.?"~`..~-?"a'~'.~".~?`•~ ~ -""sue TEM. STRAW NET LINER
\ o n PIPE #1 SILT ~ DITCH SILT N i(~
\ a ~ ± TEMPORARY DIVERSION 44 LF-36" FENCE ~ 00 f \ ~ \ a ' DITCH (TYPICAL) W/ 2-FE 0 .50X ~ ~ ui FENCE ~ ~ cv TEM. STRAW NET INER ~ ~ +
\ ~ ~ 1 'x70' SIGHT W SENTERUNE CURVE DATA 0 DITCH 2 ~ ~ rn ~ ~ ~ L=26.27'
a \ ~ \ ' : TRIANGLE ~ L 30.89 ~ ~ • ~ o. - TEM. STRAW NET LINER ~ c \ i& R-310.00 ~ W ` W w R=650.00'
`1 - U Tr \ T-15.48 ~ ~ a ' a T=13.13' a CH=26.26 ~ " N
\ TEMPORARY TYPE 'B' 3d 1 CH BR=S 41'29 47' E ~ tG ~ 2 CH BR=S 431137 E ~ ~
\ \ \ DELTA=05'42'35" SEDIMENT TRAP Y2 d ~ t~ ~ AN 2 ~ A~ tplE ~ A~µ DELTA=0218 55 Z
\ ~ i6 x18 x2.0 DEEP i~ ~ ~ \ ~ ~ 4'x0.5 SPILLWAY t 2 RpWaAN sD ~ ~ _
\ \ 50' \ \ TEMPORARY TYPE 'B' Z ~ O F • ~ SEDIMENT TRAP Y4 ~ ~
\ ~ ~ 1O'x16.5'x2.o' DEEP ~
\ \ \ ~ ~ \ \ . ~ 4'x0.5 SPILLWAY ~ ~ W U
\ ~ ~ • ~ OPEN SPACE x
\ \ - ~ W I
\ ~ \ ~ z • \ I ~ w
z w
w
SCALE: 1 `=40' H 1 `=40' H o_
M
O
o PVI STA 12+50 244
t 244 0: A.D. ~ -1.18 i
I I
z ' HI POINT E V = 22 .67 ~ 242 G
242 100• ' vc LO POINT E V = 22 .38 = 22 .38
~ °o m LOW POINT ST = 14+6 .55 14+ .55 PVI STA 16+25
w 244 w ~ ~ N PV1 ELEV =225.32 _ 240 225.32 -
z G GR ND 25 IGHT ~ N W o ~ A.D. 5.35 ~35 ~ ~ + K = 1.39 =
~ CEN EXISTI G GROUN v v o o - 238
238 m m ~ EXISTING GROUND 5 LEFT - - ~ N . 110. ' VC A.D. _ -2.58 k~;- - a'`
~t u; w t`
_ ~ v - - 236
> > . j I ~ w w ~ ~ ~ - ~ o
~ ~ ~ a o + 234
~ m n 234 + N N ~ r N ~ ~
r N (%1 ~ ~ ~ N
W , w --r- 232 ~ W DD
• 1 m 36 MIN U _ J
N OF OAD w i , , p cp ~'-1 W j 0] m O
23Q ,318 CE ITERUNE INISHEO ADE N ~ 230 SHED ADE ~ N N
• ~ N W ~ N
x - " " 228 w w Ji w
228 m m \
CHANNEL DATA 6' VC WA LINE
226 CHANNEL N0. BOTTOM WID1H TEMPORARY LINING PERMANENT LNJ{NG • - - 226 _ - o ~ .
i~ 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP • - ~ o
~2 0 FT 3:1 SYNTHETIC MAT GRASS 36' CP ~ 36 CP , 224 i ~ .39 ~
~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ 224 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP -
~ GRASS - \ ~5 0 FT 3:1 SYNTHETIC MAT . o
222
222
ROADSIDE DITCH DATA 12" M 12" MI .COVER 220 •
22Q~~Qa BOTTOM wDTH TEMP ARY LINING psRMANENT LINING
~ D FT Jct dt 4:1 STRAW NET LINER GRASS
~2 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 1 FULL /3 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS WA I 1 FULL OINT OF UCTILE I 218 WA U E CENTE
218 0 FT 3c1 do 4:1 STRAW NET LINER GRASS "
~ NER GRASS ~5 0 FT 3:1 At 4:1 STRAW NET U /6 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS 216
216 i~ 0 FT 3:1 ~ k.1 SYNTHETIC MAT LINER GRASS
/8 0 FT x1 ~ 4:1 STRAW NET LINER GRASS ~9 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
X10 0 FT 3c1 At 4:1 STRAW NET LINER GRASS 214
214 #it 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
/12 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS X13 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
/14 0 FT 3:1 8: 4:1 STRAW NET LINER GRASS 212 5 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS 212
IlH /16 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS i
X17 0 FT 3:1 At 4:1 STRAW NET LINER GRASS 210
210 X18 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS j19 0 FT 3:1 At 4:1 STRAW NET LINER GRASS OCTOBER 10, 2003
X20 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS SCALE: 1"=40' V
#21 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS 208 , 1 =4 H
208 ~ ~ M w ~ ~ N n ~ N m M ~ ~ ~ ~ 0308-017-CD.DIVG
CENTERLINE ~ ~o ~ ~ ~ ~ o g ~ ~ t o m co m r ad ao ad ao ad ~ r r m ~ ui ui ~ IM
FINISHED N N d d' M ~ IV O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
GRADE ni ni N N N N N N N N N N N N N N N
15+00 16+00 17+00 18+00 19+00 SHEET
10+00 11+00 12+00 13+00 14+00
PROFILE MARKET ','ET FARM LANE S J 401 GROUP T~AN~
a' H RJR~ 30F 12
vv
vvATRR QUALITY SFUION

U
r., d,
O
rn ~ ~
~ ~ ~ ~ ~ ~ ~
I ~ ~ 1 1 ~o
~ ~ 1 U
1 1 ~ • 1 \ RIP-RAP APRON 0 ~
1 TEMPORARY TYPE '8' 6' LENGTH ~ \ PIPE #3 , ~ ~ ~ 9 ~ ~ ~
~ ~ SEDIMENT TRAP ~7 7.5 WIDTH ~ \ 54 LF-18 RCP TM ~ ~ ~ ~ DEPTH m U ~
~ 16x18 x2.0 DEEP 9" MIN. DEPTH W/ 2-FES 0 0.50% CLASS 1 RIP-RAP RIP-RAP ~ ~
TEMPORARY TYPE 4x0.5 SPIU.WAY \ , caRPORAnoH sroP TYP. DIM T A ~ \ ~ ~ ~ ~Z ~ ~ d,
, \ \ q~ aoo P9 OPFRAIMIG P 16 x18~C2.0 DEEP ~ 75 73 m N
4 x0.5 SPILLWAY \ o TEMPORARY DIVERSION INV. ~ ~R' \ ~ + 74 DITCH (TYPICAL) 230.27 - - - - 26 ~ ~ ~ ~ cd
,.~pP \ WATER METER BOxES - - - - 27 ~ ~ N w~rH 'roucH-READ' uos. DITCH ~7 ~ > • INV. 230.00 27 DITCH R! ~
II (SEE DETAILS ~ sPE~) TEM. SYNTHETIC MAT LINER ~ ~ PORARY DIVERSION ~ TEM. STRAW NET LINER TEM ~ ~ ~ DITCH (TYPICAL) U
DITCH ~ / \ 3/4' CLASS 200 - - - _r . - - - 25 ~
NE \ POLYETHYLENE PIPE - ~ i-~I~- f-~- m'~ 'P TEM. STRAW N T U \ WATER SERNCE (rYp.) wGH PaNr ~ • - - - E a
SILT \ wr - wATERU~~ ~ \ FENCE \ - ~ s'~ ~ 24+00 2fi - - a~
t 23+~ - - ----I-- - - - 2s+oo ESE ~ PAvr ~ 27+00 ~ ~y ~ 24 ~
NEw A~µ' s aS2Ot'19" E ~ . 2+00 - 25+ 0 a ' -._f__~'~ALi 28 ~ W~ ~ ~ ~ ~ EDGE OF PAVT PAy~ \ p.25/ ~ WAiERUNE
• OF PAYT y ~ S 7142' E HIGH ~ ENr ~ wry c~
~ 20+ INV. 1 21+~0 _ ~I-~R a• ~,,,~,_~,,.~_~--~_PgHT 3.96 9, - - - T-~ -~h~-~?-~-~/ \ ~ ~ ~ ~L
1 - - - - ~ OF PAYT •pPIM ~ - ~ \ rwl _ s 29.00 • -3s' a; h
' II TEMPORARY DIVERSION ~t• a DITCH X10 ~o f e x4" R o i~
SILT INV. 213t'w DITCH X18 N DITCH (TYPICAL) W ~ FEN TEM. STRAW NET LINER w ~ ~ AW N T LINER o ~>b h ~ CENTER OF CUL-DE-SAC TEM STR E + ~ .H. ~wuu, n N v,~~ STA. 29+54.82
+ + I n W N ~ I 2 0 ~'y C ~a Oi ` yi
~ ~ °1 J 23 • t$`••' • + ~ U ~ ~ =Q
DITCH ~!6 ~ ~ 4 ~ n TEM. STRAW NET NER \ TEMPORARY TYPE B w CENTERLINE INTERSEC110N PIPE 1~2 I SEDIMENT TRAP STA: 24+91.52
56 L~ ~48 RCP 16x18 x2.0 DEEP GENTERUNE CURVE DATA CENTERLINE CURVE DATA B ~ \ _ 21 \ r 19302
W do ~ ~ _ / 2-FE5 0 1.00?G ~ 4x0.5 SPILLWAY L-50.08 2 \ _ ~ I L-142.68 \ ~ ~ , ; R=500.00 Q Cy \ ~ •,,,F •
\ R-400.00 ~ ~ ~ T=25.07' T=71.83 \ qy \ •sG .NCINE~' TEMPORARY DIVERSION +I~`' \ N \ yyF `
3 ~ - ~ ~ ~ CH-50.04' CH=142.19 \ / F ~ CH BR=S 73'53'50" E DITCH (TYPICAL) \ ,y?\ ~ r-
TEMPORARY E B \ ti ~ CH BR=S 85'39'31 E 1 \ ~ \ TA=07'10'23' \ , ~ DEL DELTA=16'20'59" PErtMAMENr 2' \ \ ~ ?
16'x18'x2.0' D P RIP-RAPy1PRON BLAW OFF ASSEMBLY \ \ ~ f - I G-D 3
4 x0.5 SPILLW Y \ 1• ' \ 32 LENGTH{
o p \ 16.8' WIDTH ti ry.~ F ~ cy 18 MIN. D TH 22 \
b y ~ LASS 1 RIP RAP
FFy~i l ~ \ ~y \ F \ ~ TEMPORARY TYPE 'B'
~ ~ \ \ SEDIMENT TRAP #9 \
~ \ ~ \ \ 18'x26'x3.5' DEEP \ 4'x0.5' SPILLWAY \
~ \ ~ 11~
N
z
~ Q . z~
SCALE: 1'=40' H SCALE: 1 =40 H p ~
~ ~ ~
J HANNEL DATA w
a
CHANNEL NO. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING _ PERMANENT LINING w
i~ 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z ~2 0 FT 3:1 SYNTHETIC MAT GRASS z
#3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w
#4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ #5 0 FT 3:1 SYNTHETIC MAT GRASS a
M
ROADSIDE DITCH DATA o
HI POINT E EV = 23 .16 BOTTOM WIDTH_~E SLOPES -TEMPORARY LINING PERMANENT LINING 244
PVI STA 23+75 PVI STA 1 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
PV1 EU:V = 234.82 • ~2 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
I A.D. _ -1.85 ~3 0 FT 3:1 d: 4:1 STRAW NET LINER GRASS K = 3.97 ~4 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 242
K = 0.52 ~5 0 FT 3:1 rk 4:1 STRAW NET LINER GRASS
235. ' VC 100. ~ VC ~6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~7 0 FT 3:1 do 4:1 SYNTHETIC MAT LINER GRASS 240
~8 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
LO POINT E V = 22 .83 n M LOW POINT S = 20+ .41 ~9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
01 (V - - # il} Y /10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS - - ~ ~ X11 0 FT 3:1 do 4:1 STRAW NET LINER GRASS .238 ~ }'1-~^~^~
N + ~ PVI ELJ:V = 217.32 + ~ X12 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ' t!~ `
- t%1 V N ~ U > N N X13 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - ^ , X114 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1•
~ r W ~ c ~ ~ X15 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 236 M
~ rn > > > > o ~ 16 OFT 3:1 & 4:1 W ~ STRAW NET LINER GRASS
+ N N + ad X17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • t0 N X18 OFT 3:1 & 4:1 STRAW NET LINER GRASS 234
W • U) U ~ - _ X19 0 FT ,~.1 do 4:1 STRAW NET LINER GRASS
~ X20 0 FT 3t 1 do 4:1 STRAW NET LINER GRASS - 1^ u~
N O 0] _ ~ ' ' w w ,~21 0 FT 3.1 do 4.1 STRAW NET LINER GRASS _ -
N N ~ ~ ~1.$ N N 1.8 ~ . ~ i-- -
N ~ / / CENTS LINE FINI ED GRA E ~i
i W W ~ 230 H
/ O H CENTER E EXISTI G GROUN ~
- 228
• / ~ w 6" CROSS 3" CROSS ~ ~ \ STING OUND 2 LEFT + rn-~._
~ N ha N . ~ N
Z ~ - + ~ < 226 _ EXI T1NG GR ND 25 IGHT ~ V 1 ~ ~ H
Z N 36 MIN ~ f"~
• J 0 - Q , - - 224
/ F- Cn OF ROAD ~ i ~ ~
- - / U ~ ~ ~ - w • o
- ~ - 222 ~ J
\ ~ _ T
° 220 ~
6" P WATER NE • • ~ ~
- - w ~ 218 •
48 RCP ~ - ~ ~
216 V1
6"x4" RE UCER
i i 214
~ 12' MIN. CO R 4" PVC ATERUNE \ '
- . - 212
1 FU JOINT F DUCiI IRON W,4 - - ~I \
210
\ OCTOBER 10, 2003 - -
SCALE: 1"=40' V ~ 208 , 1 -4 H
N N M rn M m M o n ~ 00 ~ N rn m M o ~ CENTERLINE 0308-017-CD.DWG
M ~ ~ 001 0~0 Onf M ~ O n M ~ N O t0 f0 N ~ N O 01 N v1 m ~ ~ o ~ rn o~ u~ rn rn o u~ O N O M t0 n ~ ~ ~ O N M M ~ ~ t0 t0 cv ~ ~ o of ao ~ ~ ~i ~i ri N ~ o v; ad r c6 FINISHED
N O O O ~ ~ N M 10 n 00 O ~ N N ~ ~ lV cv N N N N N N N N N N N N N N N M M M 17 M M1 M1 M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N GRADE
26+00 27+00 28+00 29+00 30+00 SHEET
20+00 21+00 22+00 23+00 24+00 25+00
PROFILE MARKET FARM LANE PROFILE EARLY RISER COURT
SCALE: 1'=10' H scuF: r-aa' x WETLANDS 1409 GROUP 40F 12
1'=4' V i•=a' v
NOV 00
~.ATFR QUALITY SECTION

` V i ~ / V ~ ~ / I / i r ~ ~ rr , I r / r r
A I, I r ~ / ~ l ~ ~ r i ~ r I \ i 1 / ~ I 1 / 1 / r1 / , / I / r / - A \ y
\ A I l, r i I , r r , r 1 / r r ,r ~ I ~ 11 ~ V I I ~ ~ r r / ~ , r l , ~ I r , r ~ , 1 1 ~ 1 I I i i ° i ' r' r TTOY 11O1r / r / / / I r , ~r r / / r' l ~ A V ~ ~ ' \ 1 o ` \
I I I ~ I I N , , I ~ / r r l / I / l ' / / r r r / ~ I I I V ~ r ~ r/ l / , / ~ - \ ' x'-210-._
/ ~ .
\ ~ I ~ , RIP-RAP , r r r / / / r f f r ~ ,
I \ ~ / / /
/ /
~ ° 111 \ ~ ' I I ~ ~ ~ r / ER050N iROI / ~ / / r ' _ _ - ~ - - - . / u l l I V ~ I , ~ I i ' II ,r ` I FAME' ~ , ~ / r l r / ~ / I - _ ' ' ~ _ -
,I 1111 v 'I / ~ ~ ~ ~ I I; I i , ~ ~ r' l r' ~ / ~ _ - A_LB_ERT RAY , nl \ I / 1 ~ r` I ' ' ' I rl ~ ~ r/ i' l i' rl r` I _ ~ PIN 1 v ~ / ~ LARRY ~ CONNI~. MCLAMB I ~ rr i / rr , \ _ _220 ~ ALBERT RAY d~ RAY NELL PEARSAL~L - ~ v ~ ~ - - PIN 1613-88-2846 ~ ~ _ _ \ ~ \ ~ Ri ~ ~ \ ,
1 '.1 1'I ~ ~ / ~ 'RIND 1613-79'1`227 ~ r ~ / / ~ r DE DB 880 PG 830 ~ ~ ~ .v ~ I
' 111 ~ ~ ~ ~ ~ ~DB 1031 PG 757 \ I ,r I . / -r 1~ 1 II r ~ I ET _ L P , . I R , \ , _ ~ ~i _ y ~ r v 40 ao
~1, I ~ I I r I r r r , I I ~ - -
1 11 / ~r 1 ~ ~ I I I I I r I I f , I 1 ~ r' I f / , I I / A ~ ` ~ ~o ~ , ~`I , , A ~ r~ QI y ~ ~ \ ~
111 / , r ~ 1 ~ ' ~ 1 111 1 - I II III ~ / r / ~ I I 1 I ~ / 1 ! ~ I ' ~ 1 1~ I ~ ~ rn y , , ~ , t t \ ~j ~ ~ ~
11 1 I I P 1 II I „ III / / ~ ~ A 'I , ~ l 1 , r/ ; ' I , \ o ~ 'I l - / r ~ I. I ~ , / , A 1 r ' r r--r-- r---'- I"--- ~ ~ 1 R-^----210 ` 1 ~ II ` I ` / ~ y i __i ~ I ~ ~ ~'.1 A ~ "d
I ~II I,,~ / r ~ r, ~ ~ l I ~ c I ~ ~ r, ~ ~ ' 1 ~ _,r -I 1 ~ _ I 11 ,I ~ ~ ~ ~ r ~ I ~ ~ i; ~ I I , AI `,w I I ~ ~ ~ ~ l' ~ I ~ / - -L.. / / C I \ ~ / / ~ \ A ~ 1 1 ~ ~ ? I LF~,V~L SPREADER ~ I I I ~ I \ ' ~ ~1 ~i
1 U ~ i ~ ~ 1 1 I 3 I ' ' ~ ~ ~TUL ~ ; 1 i ~ I ~ ~ 1 1 1 ~ a
11 ' I l ~ I ' \ 1 I 1 I 1 ' r \I/ \ / 1 I I ~ I I I\ ~ 1 I I I ~ / / / / - ' ; ~ 1; ' I III ~ I 11 ' ~ ~ ~ ' / ? r I ' ' ~lJ 1 ~ / ~ / / ~ ~ ~ ' ' ~ ~ r / ~ ~ / ~ ~i ~ ~ ` 1 - - ~ i i tEA1PORAR TYPE • ~ ~ I ~ r i I ' r ~ ,1 / ~ 1 ~r , , ~ , ~ o , ~ ~ , , ~ I ?.a
I , I _ - I ~ /'C r / I/ m ~ I / a ' 1 ~ 1 ~ I ~ 1 1 ;I I ~ I A o P, I I / I ,1 ~ r ~ 3 ~ I
~ ~ 1' v ~ V / ,'1 I , " ~o I ~ / / ~ 1 1 1 - . _ _ v ~ I I,. 4 I I 46', I ~ m' I 4 't~ ,I 44 ~ ~ v / / / ~ v I ~ ~ ~ 3 ~ / ~ ~ 4" P r 4'xD.S' LLWAV' ~ , ~ ~ I n ~ ~ W TE / ~ \
I I I A v V ~ \ 1 i I ~~1 ~ I I ~ ~ / , I I I Y I / ! / 1 \
' I x \ - I I ~ h. A L - - 1 ~ / /'1 / I I '1 1 \ . V' \ ~ ~ 1 DITCH X16 ~ ~ ~ /
~1 ~ , 49 , Dlrc?, ~ ~ _ _ ~ / v v , ~ ~ ~ X14 ~ 1 _ ~ ~ ~ y ~ ~ ~ I ~i
' 40 o ~ /
I 1 _G V A ~ I ~ ~ P~P~i 4-24" R - - , ~ 3 ~ ~ 1~ ~ ~ y
t ; ? i ~ \ ~ ~ ~ I 1 I ~ Al r I ~ ~ ~ ~ V / / A ~ 1 f / / Y~dTER ~ ~ . 1 i \ 4. 3 ~ / FIffE HYD. ' . ~ / / ~ / 1 I ~
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/ I I I: \ / ~ \ ~ \ 6" PVC I 0~ I _ / ) 111 I, 1 r r / p A v WA RI~NE , 1 I ~ r ~ I ~ I I I A I 1, 11 1 ~~~1. , ~ I r A
II I' 1 ' ~ \ ~ ITCH ~ 1 , ~ ~r~: ` ~ ~ . _ \ ~r`, ' \ '1 DIT0~1 7 ~ I ' , , I 1 ~ , I , 1 1 °o I
I r ~ ~ y ~ , , ~ d, , ~ / ~~I I~~ r y ~ 11 I I ~ I~ ~ ~ I v
I 'III I 1 ~ ~ ~ ~ 7~ v ~ v ~ 1 FI E ViYD. ~ / I y I I 1\ r ~ ~ I ~ I ~ ~ ~ / I I I I r , A I ~ ~ ~ ~ ~ .tr., A ~ / I / 1 1 ~ it 1 I ~ ~ I I I r ' f I I I 1 \ ' ~ ~ ~ /
I 1 ( 1 1 ( ~ ~ , , 1 I ~ I , r I , ,I o ' r ~ ' ,
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I y II II ? , ' ~ 1 I ~ - ~ . A DITCH ~6A ~ - ~ ~ v~~~ v / ~ / ~ ~ 'I ~ r'~ - y >;o RIPAsiAa~R \ ©B.15~5 PG 489 I / I
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\ ~ \ 0 ~FT~ 3:1 SYD111-IE1TC MATS` ,~GRASb` ~ / A ~ A \ ~ ~ 'o ~ ~ \ \ ~ \ V V . ~v i ? V / I I LEVEL s~REr~t~r ; / / / \ ` ~ / / ~ ~ ~ , ~ SEE/DETAIL V ~ / /
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~ I ~2 ~~0 FT 3,1 & 4, STRAW NET ~JNER GRASS _ ` \ ~ 1 ~ \ ~ \ ~ \ ~ II'I ~ ~ ~v 0'fT 3:-1 dt 4:1 STRAW NET'LINER , GRASS,/ r ~ ~ A ~ o ~ A V ~ ~ ~
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~ i6 x18 x2.0 DEEP 9" MIN. DEPTH W/ 2-FES 0 0.50X CLASS 1 RIP-RAP
TEMPORARY TYPE ~ 4x0.5 SPILLWAY SEDI T 1RAP_ ~,5 \ ~ ~ coRPORAtIOH stop {rrP.) a0 Z oy0 A V.
, \ ~ ~ ` \ ~ 300 PS OPERATIHC PRESSURE 16 x18~C2.0 DEEP r 75 73
4x0.5 ~PILLWAY \ o TEMPORARY DIVERSION INV 26 W
~ ri~H' \ \ + 74 DITCH (TYPICAL) .230.27 _ ,.fpP \ ~ WATER PETER 80xES - - - - ~ N MATH 'TOUCH-READ' LIDS. DITCH 7 ~ > 27 ~ ~ ~ •INV. 230.00 ~ ~ ed ~ ~ DITCH ~ ~d ~ ~
II ~ sPEa) TEM. SYNTHETIC MAT LINER ti ~ TEMPORARY DIVERSION TEM. STRAW NET LINER IT H TYPICAL ~ ~
DITCH ~ / \ ~ 3/4' a.ASS 200 - _r . ~ _ _ Do ~ ~ U~ _ 25 ~
T NE \ POLYETHYLENE PIPE - l•-~-~-1~-i-~--1-~1~"-~- io'~ ~p -.+.~-i TEM. STRAW N U \ WATER sERHCE (TYP.) ~ ~ wGH Pawl ~ • --r-~-.~,., - ~ ~
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NEw S E20499" E n ~ . ...~_'~MAIT 28 ~ wA ~ ~F 4• p EDGE OF PAVi PA ` R.~'/ ~ WAIERUNE
~ 2+00 25+ 0 ~ 2 PAVFyIENT R "A OF PAVT ~ ~ S 89'1442" E HIGH ~ ~
20+ INV. 21+Q0 ~ a' ~,•4~-E„?._1,,,~,_PgNt ,13.96 ~ ~ - - - + ~?-;t - ~
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FEN TEM. STRAW NET LINER N W ~ _ w + I m 2 Iw ' o ~ 5 m 2 N O ` ~Q I C~ i
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PIPE M2 SEDIMENT TRAP Y8 56 L~ 48" ~ ~ ~ ~ CEN RUNE CURVE DATA STA: 24+91.52 RCP d 16 x18 x2.0 DEEP , CENTERLINE CURVE DATA N \ _ 21 \ r 19302 =
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J CHANNEL DATA w
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CHANNEL NO. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING _ PERMANENT LINING w
#1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z ~2 0 FT 3:1 SYNTHETIC MAT GRASS z
~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w
~4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ #5 0 FT 3:1 SYNTHETIC MAT GRASS a
M
~S1DE DITCH DATA o
- HI POINT E EV = 23 .16
PVI STA 23+75 Pl _ CANNEL N0. BOTTOM WIDTH _ SIDE SI (1PFC _ TEMPORARY LINING .PERMANENT LINING 244 PVI STA 28+0 1 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
PVI ELEV = 234.82 • ~2 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
K = .52 A.D. _ -1.85 ~3 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
K = 3.97 #4 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 242 ~5 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
235. ' VC 100. ' VC ~6 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS ~7 0 FT 3:1 do 4:1 SYNTHETIC MAT LINER GRASS 240
~8 0 FT 3:1 k 4:1 STRAW NET LINER GRASS
LO POINT E V = 22 .83 ~ M ~9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
LOW POINT S = 20+ .41 _ Cl N ~ AI ~ Y1 X10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~ ~ X11 0 FT 3:1 do 4:1 STRAW NET .LINER GRASS 23$ ~ s
PVI ELEV = 217.32 N + + ~ X12 0 FT 3:1 dt; 4:1 STRAW NET LINER GRASS
U N N U > N N ~ X13 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS - ,y14 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
- ~ I~ W U U 0 0 X15 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 236 M
~ rn > > > > o m is 0 FT 3:1 & 4:1 W GRA W ~ STRA NET LINER SS
N N + ad /17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • `O N X18 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
U ~ _ 234 #19 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
Vl - ,~20 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 11 . uJ
N O 0] ~ _ - w w ,~21 0 FT 3.1 do 4.1 STRAW NET LINER GRASS
N N ~ ~ ..1.87 N N - ~ W / ~ _ ~
- _ CENTS LINE FINI ED GRA E ~ ~ ~
W / 230 M--I ~ ~
CENTER E EXISTI G GROUN ~ 'i
~ 0 ~ 228
- ~ ~ 6"x CROSS iS ~ ~ XISTING OUND 2 LFFT + ~ ~
~ N N ~ N
Z ~ - + < ~ ~ 226 EXI TING GR ND 25~ IGHT
Z N ~ ~ rn H 36 MIN ~ ~ ~ i Q
J 224
- ~ F In OF ROAD ~ ~ ' ~ I 11 u~ ~ ~ w -
- - / U ~ ~ ~ I
- • ~ - - 222 ~ J
\ ~ 7
I • ` ~
° 220 ~ 8" P WATER NE • . v w
\ z ~ w •
\ i. 218
48 RCP ~
216
\ \
~ i - 6"x4" RE UCER - 214
~ 12" MIN. CO R 4" PVC ATERLINE \ •
I
. - 212 ~ i \
1 FU JOINT F DUC11 IRON
- A I 210
\ OCTOBER 10, 2003
_ SCALE: 1"=40' V 208 , 1 -4 H
~ r O ~ r N t0 ~ tp 1~ ~ ~ ~ t0 t0 ~D IA d' N O Ol N In M ~ t0 01 OD 4f 17 O 10 to O V7 01 0~ It7 Os 01 ~ O ~ O ~ M ~ n ~ ~ N ~ ~ ~ In CENTERLINE IrV 0308-017-CD.DWG o n ~o n ao rn rn o M .r ~ co m ~~[A~~~ r
N O O O ~ N M `t t0 1~ t>7 O N N M M N N N M M N N N N N N N N N N N N N N M M M M M f7 M M M M o of ac ~ cC vi ui N ri cv o of Sao ~ Ico FINISHED ''~+~;I M M M N N N N N N N N N N N N ~,N N N N N N N N N N N N GRADE
N N N N N N N N N N N N N N N N N N N N N N N N N N
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 root/ 1 &2003 SHEET
PROFILE MARKET FARM LANE PROFILE EARLY RISER COURT 44
SCALE: 7'=10' H SCALE: 1'=40' H 40F 12
1'=4' V

U
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\ \ ~ ~ ~ i
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\ - / CENTERLINE CURVE DATA \ ~ ~
\ . r r~ \ ~ ~ \ ~ \ ~ I / L=391.38' ~ ~ / R=475.00' ~
\ \ i \ ~ ~ I / T-207.57' ~ x
\ \ RIP-RAP APRON \ CEIiIIER~MIF CURVE DATA , CH-380.40' ,~P
\ \ 16 U:NGTH p,~,W \ L=179.17 ~ 10.2' WIDTH ~ CH BR=S 65'38'26" E 5 ~ I ~ ~ DELTA=47'12'32" .Fc~'~
\ R~ \ \ R 310.00 ~ SPACE ~ n 12 MIN. DEPTH 20 ~ ~ ~ TEMPORARY TYPE B ° SEDIMENT TRAP #t3 M ~6 i u~ww~,~~
\ T=9216' ~ OPEN o CLASS 1 RIP-RAP z ~ \ CH=176.68' ~ ~ 6 ~ z Jo' ~ ~ 10'x16.5'x2.0' DEEP ro w~1Ex GEtER eoxES ~ C~ JG' J ~ y
~ \ \ \ CH B1t=S 55'11 55 E ~ + + ~ TEMPORARY TYPE B zo1~ ~ ~ Z 4'x0.5' SPILLWAY + wtH 'rauai-r~0' u0s. ~ ••a E . / s'. • ~ ~ •.ti . ~ OEr,~us a secs) DITCH ~5 /
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\ \ TEM. STRAW NET LINER " ' ~ 16'x18'x2.0' DEEP I T \ \ \ 0'x70' SH,TIT . i TEMPORARY DIVERSION 4'x0.5' SPILLWAY ~ S L DITCH ~3 fNiE H 3/4' CLASS 200 / X ~ ' I U POLYE1HYlENE PIPE 7 L :Y TEM. STRAW NET LINER a wAtEe SERVICE (rtp.) ~ / sr ; 19302 ?
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\ e. ~ DITCH (TYPICAL) W/ 2-FE 0 .50% ~ ~ a \ ~ y CENTERLINE CURVE DATA ~ \ 10x70 SIGHT ~ ` ~ ~ + ~ ~
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\ CH=30.88' , , . CH-26.2s , " N
\ CH BR=S 41'29'47' E TEMPORARY TYPE B 3d ~ \ \ DELTA=05'42'35` SEDIMENT TRAP If2 0, ~ • 3~ tONE ~ ' ~ zaN~ y CH BR=S 4311 37 E ~ ~ tOnE ~ ~ DELTA=02'18'55` Z
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244 ~ A.D. _ -1.18
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a - °o m LOW POINT ST = 14+8 .55 240 _ ,
240 N z TING GR ND 25 GHT ~ N PVI ELEV =225.32 225.32 -
~ N w O ~ A.D. 5.35 5.35 - + K - 1.39
~ CENTERU E EXIS11 G GROUN v v o o _ 238 , 0] m M M - 238 {
~ EXISTING GROUND 5 LIFT - U ~ - ~ N ' 110. ' VC A.D. _ -2.58 ~ _ ,y
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236 ~ ~ - ~ ~j ~ W W ibb. V
Ip ~ o ° M
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234 N (V ~ ~
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W LJL " , W 232 ~
36 MIN ~ m U m N ~ O
I N OF OAD W W 0] m i °
23O ~3 ~ CE TERUNE NISHED ADE- 8 N ~ „ 230 H NISHED ADE N N ~1
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228
CHANNEL DATA s' vc wA uNE ' - - 226
6 _ PERMANENT LINING 22 CHANN L No. BOTTOM IIn1H E~ TEiLPO~RARY LINING ~ -I- ~ L..I
~1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP • • _ ~ ~ 3s cP
~2 0 FT 3:1 SYNTHETIC MAT GRASS 36" CP ~ ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ . 224 ~
224 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ,~4 ~
/5 0 FT 3:1 SYNTHETIC MAT GRASS
222 222
ROADSIDE DITCH DATA
12" 12" MI .COVER 220
22O CHANNEL N0. BOTTOM rnTM TE#~IPORARY LINING- PFR~IANENT LINING
~ D FT 3c1 At 4:1 STRAW NET LINER GRASS ~2 0 FT 3:1 # 4:1 STRAW NET LINER GRASS 1 FUl 1 FULL OINT OF UCTILE I ON _
~3 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS WATEI 218 0 FT 3:1 At 4:1 STRAW NET LINER GRASS WATERU E CEN I 218
4:1 TRAW NET LINER GRASS I r~ V1
I~ oFr x1~ s 1~3 0 FT x 1 At 4:1 STRAW NET LINER GRASS ~ i --r---- - 216
216 17 0 FT 3c1 ~ 4:1 SYNTHETIC MAT LINER GRASS
~B 0 FT 3c1 ~ 4:1 STRAW NET LINER GRASS #9 0 FT Jct ~ 4:1 STRAW NET LINER GRASS I
X10 0 FT 3c1 ~ 4:1 S1RAW NET LINER GRASS 214
214 X11 0 FT 311 ~ 4:1 STRAW NET LINER GRASS X12 0 FT 3:1 # 4:1 STRAW NET LINER GRASS
X13 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS i
X14 0 FT 3c1 do 4:1 STRAW NET LINER GRASS 212 15 0 FT xl r!t 4:1 STRAW NET LINER GRASS 212
#16 0 FT 3c1 dt 4:1 STRAW NET LINER GRASS
X17 0 FT x1 ~ 4:1 STRAW NET LINER GRASS 210
21O ~l18 0 FT 3c1 ~ 4:1 STRAW NET LINER GRASS X19 0 FT 3c1 At 4:1 STRAW NET LINER GRASS ~ OCTOBER 10 200 - 3
#20 0 FT 3c1 ~ 4:1 STRAW NET LINER GRASS _ SCALE: 1"=40' V
#21 0 FT 3~1 dt 4:1 STRAW NET LINER GRASS 208 208 1 -4 H
NTERLINE a0 °D 0D ~ ,n aoo o roi ion ~ o coo t ~ ~ t0 ~ ~ ~ ~ Lo Lo " ° 0D `0 rn o r ~ ~ ~ N n a N n M o°o ~o ° 0308-017-CD.DWG f ~ ~ ~ ~
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15+00 16+00 17+00 18+00 19+00
12+00 13+00 14+00 1 10+00 11+00 WETLANDS 1401 GROU SHEET
PROFILE MARKET I SET FARM LANE NOV 1 it 2003 30F 12
SCALE: 1'=40' H •10' H
1 '=4' V •4' V WAS:

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111 / i` r / I~ ~ /1 I~ t I I , \W I I / I` I I x _ i / ~ ~ ~ 1 ~ 3 s~ D~TAIL~~ ~ ,1 ~ I ~ ~ ~ / ~ t ~ ~ i 1 I ~ i ~ err ' ~ I 1 1 r ' ' i I ~F~1
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PER NCDOT SPECIFICATIONS ~ 111 , ~ ~ v ~ , / ~9 ~ ~ , / v '2 ~ ~ ~ A V r'~ ~ / \ ~ 1 ~ ~ r ~ ~ i 1 r r 1 r i i 1 ~ ~ ~ J ' ~ ~ r r 1 1 ~ ~ , i 1 TYPE '8' r i ~
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i 1 , 1 I ~ I I ~ A i ~ ~ V A A V A ~ 11 ' r ' ~ ~ ~ v 1 1 ~ \ • ~ . v~~~ ~ r. ~ ~ v. ~ FARE HYD., , ~ t ' ~ ~ \ / ~ a
, I , II I i 1 , I I ~ ~J r ~ i i / i' \ ~ A V A ~ \
1 II ~ r 1 i ~ ,1 i i , ~ i / V v~ A A \ \ , ~ \ . ~ ~ \ ~ ~ ~ 1 ~ 4'x0(5 SPILL ~ / ~ / 0 ~ } ~ / ~ DITC~f 12 ire 4 , ~ A ~ / "n 0
' I 1 1 ~I ` 1 ~ ' 1 ~ i i i ~ V ~ ~ ~ ~ _ \ 1 , 1 ,1 , A 1 , / A \ 2~ 1 . / ~ I / ~ r 1 ~ ~ I
~ T v 1 1 , ~~qq~~~~~~~~.~~pp~~ B07TOM WIDTH SIDE SLOPES PFRMAN N LINING SON R,~.~TE~H~NSON, JR. A v v v 1 -C I ~ 1 ~ 2•FT 3:1'~ CLv1 S 1 1~IPrR ~~LAS~' 1 RI -RAP, \ \ ,
\ ~ ~ ~ _ - - - ~IN,~ 1613-774; 608 \ \ v 2 0 FT 3:1 SYN ETIC ~ 1/ ~ GRASS ~ \ \ \ \ \ 1 , - ~ ~ / DBv,020 ~PG 819 v v v 1. V ~ 1 / 1 I 1 ~ 1 ~ ~v :I / L` ~ ,v ,1 y ~ 4 V ~ , ~ ~ \ Q.'0 /
2 FT ~3:1 SS 1:RIP RAP ~ C dSS 1, RIP-RdP \ ~ \ , ~ , _ , _ - , - \ , \ ~ ~ ~4 v Q FT 3.1~ CLAS9'1 RdP-RAP GLASS.1 RIPrRAP / ~ v ~ \ ~ ~ i ~ , W RUINE ~ ~ ~ I ~ ~ ~
\ \ ` ~ ~5 \ 0 ~'I`~. 3:1 SY)ITHETIC MAT ,~GR S5 \ \ \ \ ` . , . , ' ~ i ~ ~ ~ . sEEIDEr~L ~ ~ / /
1 ~ ,~6 , v 0 FT ,3;1,__ SYNI~I~T1C llaT GRf~$S V ~ A v
' ~ ~ V v r i / i \ ~ A ~ ~ ~ ` ` i' ~ ~ ~ \ \ ~
I ~9ADSIDE DI~EH Dl4 ~ ~ v v ~ ~ v ~ , \ I / ~ v v v
' ~ 1111 ~ ~ A ` V A -SIDE SLOPES-' PERM NENT LINING ~ ~ " A V i I, r~ I I / \ _ _ 1 / r x ~ / ~ ~
1,1 v~1 0 F7 3:1 do 4:1 STRAW,I~ET LINE GRASS ~ ~ ~ \ ` ~ ~ , ~ ,~t / r ~ , ~ ~ / ~ / \ ~ A ~ 1 - I - ~ / ~
I ~ ~ ~~0 FT ~ 3:1 ~ 4:-.1___~~AW NET ~ER GRASS ~ A ~ ~1 a ~ ~ ~ 1' ~ ~ i , ~ ~ , , ~ ~ ~ \ , / ' 1 '1 ~ 0 f7 _ 3:1 do 4:1 STRAW NET'LINER GRASS ~ ~ A ~ ~ o ~ ~ , ~ \ \ ~ ~ I ~ ~ ~
l ~1 ~ ' ` v v FT ~ 3:1 ~ 4:1 TRAW-NET LINER' /GRAS ' ~ V ~ ~ ~ A ~ ` ~ ~ - ~ . ~A i ~ / ~ ~ \ \ LARRY & P TRICIA BARBQUR,'
1 11 v~' O~FI 3:f -~-4:1 STRAW NET ~R GRAB'S ~ ~ ~ ~ ~ v 1 1 , i I I ~ / , i , ~ v~ , , B~ATTOd MATH ~ ~ I 11','I I~ a,p FT 3:1 k 4:1 S1RAW_yE~~CINER i G~7dSS , A ~ \ A Lf9N~T3. S , \ ~ " \ ~ / ~ ~ PIN# 23-07. 6127/ V~~ l ~ ~V A ~ ; LE9N~13.~STER ~Y,(SON `JR.` ~ - I ~ s _ DB 3,37 PG 358(
/ I ' ~I V r ~ 7 ~~.0`f1 3 t-k-4: t- `~SYNTHEITC MAT i~ER ,'GRASS ~ ~ v , \ ~ A A P ~ X161 i, ii \ h~ ~ ~ - / d ~ , ~ b ` GRASS ` 4 , P `161`3- - 5(~ " •V~' C ~7 -f-~~ ~ ~ - i~ ~ A I ~ ~
/ 1,~~ ti ~~.U~FT v, 3:1 ~ 4:1- STRAW NET R GRASS I so ~ ~ ~ D 2Q I ~9 ' --O fT - '3t-1-dc~4-i ~3Ti~AW-N LINER- " GR SS , ' \ \ D 200, G~19. v A ~ ~ ~ I - _ ~ ~
~ I'', 10 - _A fT~~, `3:1-Ar#:1-.SfiRAW-IJET tINER .-''GRASS ~ A \ V , ~ V/~/ i ~ ' OCTOBER 1 2003 ,
I , , ' . X11 0,0 ~T_ - 3: t- dr ~:a SIR~4W NET. LINER-' GRASS - - \ / 1 ~ , , , 1 A \ ~ \ ~ ~ , v ` i ~ 1 ' SCALE: 1 =100
I' 12/ 0 F\T ~~;~----3~t-~c_4J STRAW NET LINER GRASS , 1~ ~ _ ~ ~ ~ , '1 ~ , ' ; ~ 1 0 Fll 3:1 do 4:1 TRAW NET LINER GRgSS~'""~~ _ _ ~ ~ 1 i 1\ \ ~ ~ I 1 1 ~ \ _ , \ ~ ~ _ _ - ~ ~ ~ 0308-017-CD.DW('~
' 11 4 0 FT ~I :1 ~ 4:1 -P~kASS ~ - ~ ~ ~ ~ ~ \ I I 3 STRAW NET LINER - _ _ _ _ 1 I 1 1 A t ~ ~1 ' ' , v ~ 1 ~ G , A t , 1 ~ 1 \ , 1 t ~ ~ ~ ~ ~ ~ , _ `
_ , #1,5 \ 0 FTj 3:1 do 4:1 STRAW NET LINER " GRASS / - ~ ~ ` ~ ~ 1 1' 16' . _ - ~ $ fT ~ 3:1 do 4:1 S AW NET LINE ' GRA - ' / , ~ ` , ~ 1 ~ ` t V ~ V ~ ` ~I ~ , ~ 1
~ _ ~ ~ SS', C ~ ~ DST L , ` 1, I ~I _ --(ifF~' 3:1 do 4:1 .STRAW NET DINER GR SS.~' _ - 1 ~ , 1 11 'L~o - _yr ci- --a.~--?~-,r.7"' cm~w uci~l ul~o _ .f!DACC - \ ~ - _ ~ ~ ~ 1 , , 1 'alrc ~ , ~ , , ,1 ~ ` \ ~ ~ ~ . ~
, , , , A -
1fl° v , I ~J: I a T. I alnnn 11[.1 uvm-[,V" vqw - - - i9 .___---o 0 FT 3 1 -dc 4 1 STRAW NET uNER x WASS' ~
- 0 - _0 FT 3:1 do 4:1 STRAW-NET LINER ~ GRASS------ I SHEET
#21 . 0 FT 3:1-do.'T-- STRAW NET-t R >RA3S , - - - - - - , I I V
- v v 20F 12

82.0 LF STREAM INPACT (uEASURED ALONG CENTERLINE OF IXISTING STRFAAI) U
d{
50' PUBLIC HT-OF-WAY O
rn
. I SECTION A-A A ION A-A U ~
6' SHOULDER I 8' SHOULDER ~ ~ ~
I 2X 2X TOP OF ROAD P OF ROAD A r
A~ ~ ~ tM~
ti` sss_s_ssr____ ____________rrr=_cs~_ =======-__-s== _ss==---=-=- 2'1
AT 0.50X SLOPE RCP 36 V` ~~~C Lf~ RCP ~ Cd ~
18 LF RIPRAP 44 lF-JB" RCP CULVERT ------------I- - - ~ ~ I
INV. 219.70 INV. 219.92 ~
PIPE 1 fT BELOW S1FAM BED I I IXISf. GRADE AT CENTER OF UNNNdE9 CREEK PIPE 1 FT BELOY tt0 Z co PIPE 1 FT BELOW
STREAU BED NOTES: I A STREAM 8ED a
~ ~ ~
1 Y PIPE 1 FT. BELOW EXISTING STREAM BED PIPE CULVERT #1 . BUR JLVERT #1 ~ q c~ ~ c,i ~ ~
TO PROVIDE FOR AQUATIC LIFE PASSAGE IMPACT AREA #1 2. THE STREAM AT THIS LOCATION IS VERY STRAIGHT, ~ AREA #1 ~ ~
TR AM LENGTH IS THE 14+56 MARKET FARM LI THEREFORE THE DISTURBED S E STA. IARKET FARM LANE ~ U
SAME AS THE PIPE AND RIP-RAP APRON LENGTH. NOT TO SCALE TO SCALE ~ ~A a
\ ~ ~ ,
\ ~ , / / N+ ~ Q
\ \ ~ ~ / \ OND \ ~ EXISTING P \ ~ / CENTERLINE CURVE DATA - v ~ ~
\ \ ~ I \ ~ ~ L=391.38' > ~ ~ / R=475.00' ~
\ \ \ i \ \ .i l ~ T=207.57' ~ I / i ~
\ TER I \ RIP-RAP APRON 5 , ~ / CH=380.40' so' IpAR ' CH BR=S 65'38' 6~
\ \ \ 18' LENGTH O IPARI' \ L=179.17 \ 10.2' 1MDTH ~ IAN V E'ER ' TEMPORARY TYPE 'B' DELTA~'1 2"
\ R=310.00' ~ ~ ~ \ OPEN SPACE r 12" MIN. DEPTH 20' ~ , 20' I elP AN E IM N A 3 ~ ~6 ~ i ~uuu"" z BU r) ~ ~ ,,,~p~ t'y~~~i
~ T=92.16' o CLASS 1 RIP-RAP zowE 2 \ ~ CH=116.68 ~ 01 0 low, ~ 2 I ~ 1biR'16"sx2.(~-BEEP- ~ WATER METER BOXES ~ 0` ~ C~ '~i
\ _ ~ ~ r MPORA P ' \ \ ~ - ~ CH BR-S 55'1155 E ~ t + ~ TE RY TY E 8 °AjE ~ 30 4'x0.5 SPILLWAY -7 -7 - w~T>,~roueN=RE~os. / IO?'IE 1 20' / / n SEE DETAILS Qc SPECS - ~•~fSS
\ \ DELTA=33'06'51' DITCH #1 ~ ` N N i M N AP 1 ' ID+vE caRPDRAnoN STOP rrP. ) DITCH #5 / ~ ?tQ~' ..7 I ~ ( ) TEM. STRAW NET LINER cc SILT DITCH ~3 ~ ~ OPERATING PRESSURE FlRE HYD II 3/4' CLASS 200 ~ ~ .7GAL •
\ ~ \ TEM. STRAW NET LINER ~ ~ 16'x18'x2.0' D \ ~ ~ ~ TEMPORARY DIVERSION ~ SILT \ 10'x70' SIGHT 4x0,5' SPILL ~ I FENCE I U POLYETHYLENE PIPE ~ / • TEM. STRAW NET LINER a wATER sER~cE (TYP.) ~ / :r : 19302 : r;
\ \ ~ TRIANGLE - - ~ F DITCH (TYPICAL) FENCE HIGH / O l'~ • '+~l POINT ~9k0 J1'. i ~
\ \ ~/1r/ ~ ~ ~ B" PVC WATERLINE _ - - , ~
\ ~ NEW ASPHALT 121 \ \ ~ / 11+p0 _ 00 13+00 EDCE ~ PAVT F 14+0
~ PAVEUENT g b > ~ I 'INV. 219.7 15+0 s'~s' ~1 I J.I P 1s+oo 16+0o f
3e•~e' - BORE UNDER ROAD PER ~b - E - Ta ~ • ~ ,Ip. a o S 4121'05" E I I I S 421D2'10' E - I-
NCDOT SPECIFICATIONS \ • ; :'•5'(..::~. EDGE OF PAVT " ~~1.~- \ INV. 219.2 ~
HIGH - • . POINT ' DITCH
I - - _ - - TEM. STRAW NET LINER
\ ~o o; \ ~ r SILT DITCH #4
\ e' ~ ~ ± TEMPORARY DIVERSION 44 LF-3 " ~f \ t 00 N 1 FENCE ~ TEM. STRAW NET LINER / % ~ I ~ N ~
\`~~,o~. 'p DITCH (TYPICAL) W/ 2-FE ® .50~ ~ ~ k ~ ~ ~ CENTERLINE CURVE DATA .A.= .50 A . a~ \ ~ 10x70 SIGHT _ DITCH 2 D ~ I ~ + W
P:° $ \ ' ; \I TRIANGLE ~ L-30.89' # c~ \ o. R=310.00' TEM. STRAW NET LINER ~ ~ ~ L=26.27' ~ ~ ~ ~ R=650.00' o
~ ~ - ~ \ ` T-15.46 ~ ~ ~ u T=13.13' ~
\ CH-30.88' , , I ~a ~ a ~ a CH=26.26'
1 CH BR=S 41'29'47" E TEMPORARY TYPE B \ ` \ DELTA=05'42'35" SEDIMENT TRAP #2 0, ~ 30' ~ CH BR=S 43'11'37' E w 3 30' ZONE 2 ~ ~ C9 ~ 20~ ~ ZONE ~ LIAN DELTA=02'18 55 Z -
\ ~ 16'x18'x2.0' DEEP 2 ZONE ~ \ \ \ 4'x0.5' SPILLWAY za+E 2 , ~pAfLIAN 1 ' RIPAR ~ ONE Z ZONE 50 , Ul = w
~ \ so Z so' ~PAfiIAN ~ TEMPORARY TYPE B' z ~ c FFER ~ SEDIMENT TRAP !~4 ~ ~ 3
\ ~ t \ I ~ 10'x16.5'x2.0' DEEP a
~ \ \ ~ ~ > ~ ~ ~ 4x0.5 SPILLWAY y ~ ~
cy \ I ~ \ \ ~ W ~ 3 ~ OPEN SPACE x ~
1 \ ~ w a
\ ~ I ~ w I- z ~
z ~ w p
SCALI W C) A 1'=40' H a z SC LE
M M O ~
\ ~ O ~ N
i I PVI STA 1= 12+50 j ; ' o ~ - i , I i ~ ~ N
I IRV4 EL€V~.--231.5~~~ _ - ~ - I 1- , ' 244
Z44 - I---- _ _ ~ ' I I ~ A.D. _ -1.18 o - _ Z I _ , - ~ _ _ - - - I _ _ K = X4.82 i I i ~ ~ ' -._.._--i _.---r- -
i I-- - - , r - - _ - _ ~ _ _ - - _ - _ 242
- 1- _ - ~ r _ 242 - - ~ _ _ r _ , _ - _ . _ 100.00' vc _ i ~ L W IN ~ _ I HIG POINT E~EV 22Q.67 , ; L W IN _ .38 HI P-OINT ST;A 16+ :15•-
~ , - - [ ~ ~ o ~ ; LOWI POINT ST~ V_ _ _ LOWI POINT STb = 14+6 .55 ~ PVI STA fir- 16+25 I
i Q O 'D i i 240 ~ i ~
240 w ~ N ~ I PLAN VIEW Install Level and flush z II EXI TING GR ND 25' IGHT N ' _ _ : - _ _-----~PVI ELEV,- ~PVI ELEV'= 225 32 I _ A.D.- -3.50 G _ ; . ~ - _ _ _ - -r- 5.35 _ i _ - - 18+50_ _ - - ~
I ~ , ' _ 1__ _ _ R with naturd ound. ~ ~ ~ i w w ~ I o rn ~ , A.D. ~ w CENTERU E EXIS11 G GROUND ~ ~ o o ~ ' A.D. ~ I K - ~ 1.39 ( A ~ - 238
238 _ _ ~ _ ~ m m I ~ M - - _ - - _ _ ~ _ I, - - --t _ _ . PYI ELEV I= 226.12, ~I ~ A.D. _ -2.58 ~ i ~ 110.Ob VC
. ~ ~ I EXISTING GROUND 5 LEFT _ - _ - _ ~ - N _ ~ _ _ ~ 165. Pipe or Ditch Outlet fi-- --r'~165. ` ~ ----j- i K = X8:39 _ i, ~
er a oil _ . / ~ ~ - ~~t\ I Rel rce nt atti (P ) _ _ f < - ~ ~ i ~ . _ i 1oo.ob' vc 236
_I 236 - ~ , 200" -'T ~ ~ W W ~ - ~ I ~ ~ _ _ - - _ - rn-- _
- r-- - •i-. -I. ~ o A ~ o ~ i ~
~ I - l ' ' __I_ _ -----t- r----_ _ rt- - _ _ . - 234 t _ _ ~ , + M N ~ n i ~
234 _ - fi - - - ~ . _ ~ - - I 1 ~ N ~I ~ I i I ~ A 1, ~ ~ _..__..-_y I I i - ~ v _ _ . _ - _ { _ ~ t~--~---~ ---f-. _ ~ w _ _ _ - --t- o ~ _ I ~ ~ ~ I ~ N I VI i U CO N
I I j W U ~ _ I. ~ w I _ - - _ ~ ---fi--- r- ~ W - ~ N - 232 ;
- I 232 , _ - - - " - " m'I f ~ C I ~ I , m _ iris.; '
36 ,MIN _ _ _ _ ~ - _ . - _ UNDER- SHOULpER ; _ _ - I j EXI - - i~ w ~ > > o ~ I ~ I ~ m m ~ o
I I OF OAD w ~ 230 I I O) N ~ rn
W (4' min. typ.) 230 I I 3,~ CEIITERUNE ~I ' 89, ; ~ N N f~J CEIITERUNE ~INISHED C}RADE I ~ - - _ _ ---i---- ' -I _ / 0) N
- t _ I 1 I , Square Preformed ~ I 1 UI W ~ N -__-2.~~x ~ - U U _ ~ ~ t--~-- _ _ -=r.3 > > 228
_ _ Scour Hole (PSH) 228 ~ ~ ' ~ ' r ~ s ~ w w Gi w
I -----I- - I ~ ~ ~ ~ U U _ _ I
ee Ith Ive CHANNEL DATA f 6" PVC WATEf~UNE ' (Hip Rap in basin a e a i t o ~ ! - - - 226 T.- I ~ O
226 TEMPORARY LINING PERMANENT LINING - _ _ _ _ r f ~ _ - _T._ of shown for clarit S~iA~.El.1i4. BOTTnI WIDTH ~ ~ I ' ~ - \ I~ _ ' . " _ - 'tea
1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP # I - _ _ _ _ , _ , 3:1 SYNTHETIC MAT GRASS I ' #2 0 FT I ; ~ l . ~ - ' p 36 CP
3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ' ~ _ _ ~ . L _ - ~ . , 224 #3 2 FT _ CLASS 1 RIP-RAP ~ ~ ' ~ _ - - - _ , - ~ ~ 224 - - _ ~3 _ \ i
#4 0 Ff 3:1 CLASS 1 RIP RAP - - . ~ - - , _ I - - _ . r~ ~ ~ I I
Ke # _I. _ i 5 0 FT 3:1 SYNTHETIC MAT GRASS ~ - - ~ - - - - Y #6 0 FT 3:1 SYNTHETIC MAT GRASS ' _ ' ~ - _I-- i t-- I -------r- ; _ _ ~ - - _ -i - i
B = 4.5' 222 I
D = 1 ~ - _ _ _ ; _ L - SECTION A-A ~ ~ ~ , 1 ~
W . 4' ~ I 18 MI . COVER ~ 'I 220
d = 2" 220 TEMPORARY LINING P MANENT LINING i I CHANNEL N0. Bi0Tid1 MIIDTH SIDE SLOPES GRASS ~ #1 OFT 3:1 ~ 4:1 STRAW NET LINER I I_ _ r_.__ r I _ _ - a- - _
4:1 TRAW NET LINER GRASS I I I I ~ Pipe or Ditch #2 0 FT 3:1 dL S I _ ~ 218
Sip 3 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS ' _ . _ __r_ _ _ - . _ - _ _ _ - i Outlet PSRM 218 # NET LINER GRASS t 1 -FULL OINT OF (DUCTILE IR - ~ - I - . - _ I
#4 0 FT 3:1 do 4:1 STRAW i . d #5 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS _.I- ~ - _ - i _I - _ - ~ i - _ WATERLf. E_ OEN~TEflEQ-_ - - I _ _ _ _ j - _ - - - _ _ _ V1 1. UNDER E 36 R P
D 1 min. I ( ) I #6 D FT 3.1 ~ 4.1 STRAW NET LINER GRASS , I 1 ~ ~ --I II_ I - _ _ _ _ - - _ - - - _ _ I 16 2
Natural 216 #7 OFT 3:1 dt 4:1 SYNTHETIC MAT LINER GRASS _ _ ~ f #8 0 FT 3:1 d: 4:1 STRAW NET LINER GRASS ~ _ ~ a I ~ ~ i C I
_ y Ground #9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS _ _ ~ - I ~ ~ ~ t ~ I
#10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS t 214 11 OFT 3:1 do 4:1 STRAW NET LINER GRASS _ _ _ . _ _ _ ~ ~ - - - - _ I _ _ _ ~ _ - - _ _ - _ - --1- - ~ - - . _ _ _ _ - ~ 1 I _ _ _214 ~ ~ ~
- _ 1- - 12 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~
i Ra B 1' Tuck # _ _ - - _ _ Liner: Class 1 R 0 Fi 3:1 k 4:1 STRAW NET LINER GRASS ~ i P P #13 , _ # _ I -rt - ~ I 2 _ a _ _ - ------t-- ~ - _ - - - - - - ~ - _ 12
" Titer Fabric 3:1 ~ 4:1 STRAW NET LINER GRASS ~ - ~ 18 thick with F 212 14 0 ( i ~ 15 0 FT 3.1 AC 4.1 STRAW NET LINER GRASS i ; - _ - r
# ~ 1 LINER _ #16 0 FT 3:1 k 4. STRAW NET GRASS - i ~ % I 1,
#17 0 FT 3:1 dL 4:1 STRAW NET LINER GRASS ~ 18 0 FT 3:1 do 4:1 STRAW NET LINER GRASS i ~ I 210
210 # I ~ T ~ #19 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~r TT HOLE GRASS - - - - _ - --t- i OCTOBER 10 2003 ' ~ _ - t - , - _
SCO V R 4:1 AW NET LINER ORMED 3:1 eL STR PREF 20 o Fr t I I ~ ~ I ~ ~ 1„=4' H
#21 0 F'T 3.1 ~ 4:1 STRAW NET LINER GRASS ~ # ~ ~ - _ NTS 208 - , I i - - -r---~ _ _ - _ - ~ , _ - - , 208 • I I
_-1 I _ - _ ~ - - , _ - , I Ir o ~ _ ~ _ - a~ ~ - - l I I~ - _ ,o ~ I~ ~as I,~ ~ co Iv ~ N n rri °m o ~ rn ~N - - 0308-017-CD.DWG
CENTERLINE h ~ ~ ~o ~ N ~ao o ern ~ !o la ~d ~ rn ,t o 10 c0 I~~O t0 I~ ~n h 00 ;OD !GO i~ r ri r ~D k0 ~ ~ V' M
m 'nn IA Q i~ M j~ N N ~ O h N nri -N i a iN IN N iN ;N LN N !N ~N IN N N N N IN N N N N
GRADE jN N 'N N N N N N N N N N N N N N ~w w fV IN N 104 IN N N IN CN V cv rv iv w w ~w w Cv CN
14+00 15+00 16+00 17+00 18+00 19+00 SHEET
11+00 12+00 13+00 10+00
PROFILE MARI MARKET FARM LANE
SCALE: 1 SCALE: 1"=40' H 30F 12 t'=4' V

U
~ ~
O
N ~
~ ~
1 1 1 1 1 ~ ~ ~ O
1 1 ~ U ~
1 ' 1 \ RIP-RAP APRON 0 ~ ~ ~
\ \ TEMPORARY TYPE 'B' pip I I 6' LENGTH \ 1 SEDIMENT TRAP !17 7.5 WIDTH \ 54 LF-18" RCP I I 'MIN. DEPTH ~ ~ ~ ~ ~
1 16'x18~x2.0' DEEP W/ 2-FES 0 0.50% 9 ~ ~ i m V ~
~ 4'x0.5 SPILLWAY D.A.=0.20 AC. I I CLASS 1 RIP-RAP TEMPORARY TYPE ' P?~ ~ ~ ~ ~ 00
DIM TRAP ~5 ~ ~ ~ CORPORATION STOP (TYP.) I I \ \ ~ ~ ~ 300 PSI OPERATING PRESSURE 10'x70' SIGHT A
16'x18~C2.0' DEEP r J TRIANGLE I I 10'x70' SIGHT 4 x0.5 PILLWAY ~ ~ 75 ~ TEMPORARY DIVERSION 73 tO
~ N+ o INV.230.27I TRIANGLE ~P?~ 1 ~ 1 ± WATER METER BOXE 74 DITCH (TYPICAL) _ _ _ - ~ ~
a 1MT11~tauar~READ uos. DITCH #7 I - 27 I SEE DETAILS ~ SPECS g N ~ ~ INV. 230.00 ) TEM. SYNTHETIC MAT LINER ~ti ~ o ~ ~ DITCH #9 ~ ~ ~ 'i
I ~m s DITCH # I \ ~ 3/a' CLASS 200 - - - J L ~ - " TEM. STRAW NET LINER TEMPORARY DIVERSION ~ ~ ~ 01 DITCH (TYPICAL) ~ ~ ~ _ ~ _ 25
PaYETHYLENE PIPE - ~ f-•'Ii- E-~-T ~o ~ 'P - . STRA T LINE \ ATER NIGN PaNT ~ \
\ r - SILT E--- r 6. Pvc w TrE~+~ - ~ ~Q
\ FENCE \ ~ ~ +00 24+00 26+00 + EocE of PAV'T ~ 24 2s o0 0 ~ ~ 27+oa NSW ~ e' P ~
' ASP1{AlT 23 - T- - - - - - T. , ~ ` ~ NEW S 82'04'19' E 25+ 0 - ANAL ~ a a' T 28,~D ~ wA~FiP(1/y ~ ~Rf H ~ q• pyC
; 22+00 EDGE c PAVEWENT q ,yp EDGE OF PAVT ~ PAyE ~ ~ ro' 325'/ ~ WATERLINE ~ MENT R
PAVT ~ b S ~ g 89'14'42' E HIGH 2O+ O a c . POINT \~G ~ ~ v.
INV. 12.88 \ 21+~ _ a F~ t'~" ~ i/-i -y-~ 1~ 11 ~ e - OF PAvT -per ~ R. `tis ~5' ~ ~
\ 1 E r n ?s I P ~r• ' II TEMPORARY DIVERSION ~ - '-ti ~ MIM s ss~, 2g~00 "-35 ~ 0 ~
~ ~ ~ DITCH ~8 II N DITCH (TYPICAL) I ~ ~ I ` ~ , . C INV. 212f48 DITCH #10 0 ~Zr" f Rqp~" RFO o CE_N TEM. STRAW NET LINER + \ FNC~ ~ TER OF CUL-DE-SAC
I FEN TEM. STRAW NET LINER w ~ + + 10'x70' SIGHT ~ I = 2 r N yu~ ' STA: 29+54.82 'z N ~ R ,''~~1p111111yI
~ \ o ~ 5 TRIANGLE I ' ~ ~ .k:.. 4 ~ I ~ ~ aJS' J`~at a C'~ N~~'~i
DITCH ` ~ ~ I 1o I 10'x70' SIGHT U ~ ~ C~ ~•~1rs "•.'I
CENTERLINE INTERSECTION d. STRAW NET IN ~ TEMPORARY TYPE B ~ TRIANGLE PIPE k2 SEDIMENT TRAP..#$- I I CENTERLINE CURVE DATA it s' \ SEAL
42 LF~48" RCP ~s ~ R TA STA. 24+91.52 0 100% ,yo ti i6'x x2.0' DEEP - I I 21 \ L=142.68' ti \
( 4 x .5 SPILLWAY L-50.08' W/ 2-HEADWALLS ~ tick' R=400.00' ~ I R=500.00' d 'sr ~ 19302 T=71,83' \ ~qy \ ~tA"•...F • r ~r,a
.A.=36.5a AC. ~ ~ T=25.07' l ~ ~ _ TEMPORARY DIVERSION +t~ \ N \ •.G "NCINE,~,.' CH=142.19 " DITCH TYPICAL ~ ~ \ F~ \
~ ~ ~e CH-50.04' TEMP RARY T E 'B' 3 \ ti ~ CH BR=S 85'39'31" E CH BR=S 73'53 50 E ( ) ~2 ~ ~ r'
T TR 1 \ ~ \ DELTA=0710'23" DELTA=16'20'59" PERMANENT 2" \ \ ~ ~ ~ BLOW OFF ASSEMBLY \ \ \ \ (1-13°~3
\ ~ ~ 16'x 8'x2.0' D P \ ~E. RIP-RAP~APRON 4 x 5 SPILLW Y ti ~S' 32' LENGTPI \ \
o e~ \ 16.8' WIDTH ,~g I ti ti.~ F ~ ~ \ \ 22 \ \
f~' 2 18 MIN. DE TH ~ ~ o ti ~ ~ F LASS 1 RIP RAP \ \ \ \
FF~~i l 1 \ \
\ ~ 2F \ ~ ~ ~
\ \ ( \ \ ~ \ \ ~
\ \ \ Z ~ w
I s
0 U
o ~ 3 w o
0 z .
Cn a o:
SCALE: 1"=40' H z~~ SCALE: 1"=40' H p F 3
fJ1 w ~ r-, >
~ ~ N
CHANNEL DATA w ~ Q N v
CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING P Ar I I N w ~
w o #1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z ~
#2 0 FT 3:1 SYNTHETIC MAT GRASS z ~ #3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w o
#4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ o
#5 0 FT 3:1 SYNTHETIC MAT GRASS d z #6 0 FT 3:1 SYNTHETIC MAT GRASS
M M o ~
~M O N
I HIGki POINT E~.EV = 23 .16 N
i ~ i j I -I ~ _ - _ _ ; - - ~ - . - - - - - - HfGHi POINT ST4A _ ?4+ 5.53 - _ ; _ ---1 CHANNEL N0. @OTTOM WIDTH ODE SLOPES TEMPORARY LINING PERMANENT LINING 244 PVI STA 26+00 1 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
~ ~ I ~ 'i I ~ I PVI STA 23+75 - ~ - - ~ - - - - - - . - - _ ~ _ - - - ---i,--._.. - ~ ~ - I - - - - - - - - ~~PVI ELEV 234.82 I i ~ # -EtE = 23fl:fi2 _ . _ _ - #2 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~ N i ,
I - _ - - - I ~ _ - + i A.D. _ -1.85 ~ _ - _ _ . #3 0 FT 3,1 t!< 4:1 STRAW NET LINER GRASS f _ _ ~ 4 0 FT 3:1 k 4:1 TRAW NET LINER GRASS 242
- - ~-7:70- i C - I I K - X0.52 j ~ K= 3.97 ~ ! ~ # S _ _ #5 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
- - - ~ -i--- ~ ~ r - _ _ , _ _ i - - 100. ' VC I #6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
~ ~ I ~ 235.Oq VC #7 0 FT 3:1 do 4:1 SYNTHETIC MAT LINER GRASS 240 I ' #8 0 FT 3:1 do 4;1 STRAW NET LINER GRASS
! _ ~ o LONV POINT E4EV - 22 .63 ~ - - - - _ _ _ _ _ - - - - _ _ _ ~ - i ~ 9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
1 ~ LOWS POINT ST~4 = 20+ 5.41 I ~ 1- ~ ~ I ~ a #10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS - - - n ~n _ I - - - , - - #11 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 238
- ; PVI STA 20+75 - . _ ~ _ . _ _ - ~ f _ _1 _ _ ! - _ i _ i N - _ f- - ~ - - - t ~ ~ I i I ~ 1 + ~ ~ ! 12 0 FT 3:1 & 4:1 STRAW NFT LINER GRASS
- 217.32 _ I, ~ _ _ - _ ~ i ~ + ~ VI L I _ _ _ _ _ , w J, I I ~ i t i ~ , U ~ N N I A.D. 9.74 I I ~ ~ v > ~ N N _ _i _ _ - r - - I - - ~ - - #13 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
i w I_ _ ~ _K.= X0.79 _ _ _ r o i i _ - - { - _ _ _ yr w - - - - ~ W 14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1• ~C - - ~ _ _ I _ - # 236 ~ ~ ~ #15 0 FT 3.1 & 4.1 STRAW NET LINER GRASS
I ~ ~ it ~ ~ ~ i i I ~ U U > > ~ o ~ 0 FT - ~ ~ _ _ _ - P _ #16 3:1 & 4:1 STRAW NET LINER GRASS
- - _ _300.00 VC-- - ~ r, ~ + ~ #17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • I
~ ii ~ ~ W I I/ - _ _ _ . _ _ 18 0 FT 3:1 & 4:1 T I R GR,4SS - _ _ F - _ - - - 1' # STRAW NE L NE 234 ~ - et cNV ! ~ ! I #19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~
_ _ ~ -U _ - - _ _ _ _ _ i - ~ t_ N j / - ~ I _ 1 w__ _ _ - _ _ _ _ - ~ _ _ _ , #20 0 FT 3,1 & 4:1 STRAW NET LINER GRASS uJ
t _ _ _ _ I . ~ w w ~ ~ #21 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ _ I - _ - , _ ~ _ 232
i ~ i I ~ ~ ~ I 1.8 ' ~ i N N ~ ~ L - ~ ~ . ~ it ,
-_I _ _ _ L - 1- _ _ _ ~ { f ~ , ~ , i _ --C _ _ - - - _ ! I, ~ - ~ CENTE LINE FINISHED GRA~E ~ I
W i ~ ~ i ~ ~ I 230 H
W W r i ~ i i I i {I ~ H i- - _
I i i I r~ U i li W .f - _ _ - _ _ I i ,CENTERLINE EXISTI' G GROUN N ro - _
fi ~ ~ ~ ~ ~ ~ ~ N 6"x CROSS I I 228 LOSS ~ HXISTING G OUND 2 LEFT + F...~ ~ ~ ,
_ _ ~ I _ - f ~ li ~ I I,
f _ L _ - - - i _ W N b.. _ , ~ ' 1 _ _ i _ - - _ -I _ - - r _ _ _ I - _ i- _ _ _ _ - - ,I - _ ~ Q - 226 _ ~ _ I- ~
~ ~ ii I - I I ~ I ~ _ _ - I i ~ I ~ ~ Ul EXI T1NG GR ND 25 RIGHT ~ ~ ~ I _ ~ _ - _ - ,
f i, 36 MIN ~ I
I ~ / ~ ! I i I I U ! _ _ _ _ UNDER S OULDER I , _ _ _ ~ ~ ~ ; _ a 224 OF ROAD i ~ ! i ~ 1 ^ ~3
I 1 I u~ ~g _ , ~ '
- ; - - - _ ; 1 _ _ _ - ~ I o i ~ ~ 222
~ ~ I / / ~ 87.5 LF STREAM IMPACT (MEASURED ALONG CENTERLINE OF EXISTING STREAM) i I \ / U
. ~ I ! ! 50' PUBLIC ICHT-OF-WAY o ~
~ x 220
~ _ _ _ _ - _ _ _ - _ - B 220.90 SECTION B-B 6" PVC WATERuNE I ~ w _ , w •
j I % i CONC. HEADWALL 6' SHOUIDE CONC. HEADWALL 6' SHOULDER r _ _ , - _ , _ _ _ _ , . _ _ _ . _ PER NCOOT STD. PER NCDOT STD. i ~ _ ; ~ 218 - _ _ _ _
SEE DETAIL SEE OEfAIL 48 RCP Ali ! 2x 2z TOP OF ROAD ~ ~ i
i _ _ _ - _ I
I . _ _ _ I I I ~ - - - 4e ~ 216
. i , - - ' , ~ _ - - I _ ~ ~ __i- 42 LF-48 RCP CULVERT AT 1.OOX SLOPE \ I ~ I - - ~ - _ _ 32 LF RIPRAP i I I RCP i
aPRAP II16"x4" RE UCER D _ - _ - , _ I - _ ; - _ ~ 214
~ ~ _ + I ~ - INV. 212.88 INV. 212.48 4" PVC ATERLINE \
~ ~ ~ 18" MIN. COVRR ; ! ~ I PIPE 1 FT BELOW STEAM BED I ~ ~i i ~ j ~ EXIST. GRADE AT CENTER OF UNNAMED CREEK PIPE 1 FT BELOW - _ _ , _ _ _ _ ' \ STREAM BED I i
I NOTES• _ _ q ~ ~ _ ~ I I I _ _ _ _ ~ 212 I
I I I I i 1. BURY PIPE 1 FT. BELOW EXISTING STREAM BED, PIPE CULVERT #2 _ - - _ _ _ _ - \
_ _ _ 1 FU L JOINT qF DUCTiL~ IRON ~ I TO PROVIDE FOR A UATIC LIFE PASSAGE Q I ~ ~ IMPACT AREA #2 ~
UNDE THE 36 RCP I I I ~I 210
f __f STA. 20+65 MARKET FARM LANE ; ~ ~ ~ ; ~ OCTOBER LO, 20{13 NOT TO SCALE ! I j ~ I ~ ~
i I I ~ ~ I - - I - - _j i---_-__. i - - ~ - SCALE: 1 =40 V _ - _ - _ _ 208 , _ - ,
i i I ~ ' I i 1 =4 H
_ _ O d' I~ N Icp rp ~ IM , _ _ ~ ~ ifJ ic0 (O 'I(0 ~ d IN 10 Of ~N ~ ~ ~ ~ ~io ~N r (o ~ I~rn ~rn rn irn ~ :o lug _ ,n Ire rn M I~ o - ~ o i~ 00 'N Ire Ir~i ~ - ~ ,coo ~ CENTERLINE 0308-017-CD.DWG lug o r7 jco r aO rn
M ,o rn II,~ m r7 lao , I i. 'a ~ ~ ~r c° ~~ui ~~i 1N ~ ,N ;N Icov of ao r ~ FINISHED
N a N ~N ~~N ~~N N ~~N ~N !N N IN ~N ~iN M ,M M ~ IM ~M I~ ~ ~M ~M IM M ~ IN ~NN N IN '~N IN N IN IN IN N N N N GRADE
IN N IN N N N IN N I 'N N Iw N N N ILIA IN w ~w IN w w Div w
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 PROFILE EARLY RISER COURT SHEET
PROFILE MARKET FARM LANE SCALE: 40F 12
SCALE: 1"=40' H 1"=4' V 1"=4' V I j

_ _
U
Level Spreader not to scale ~ ) m o v ~ ~ y
~ NOTES: Q M Z Q ~ ,
~:A'~ t11~4114.r61~M. y O O THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Z ~ = V ~ I-I ~ W1 (FT.) D 8 I-i O ~
SEEDING MIXTURE Vegetated m O ~ -I ~ STANDARDS: 838.21, B3B.27, B3B.33 AND 838.39. li...l a H Z ~ ~ p.~ Z .-H = D ' INSTALL PRECAST ENDWALL9 WITH WINfl9 ANO PAY O O y = ~ ~
Rate Ib acre «~'-~~:°•~~"'~":".Transition S ecies ) ..w P 80 dlversiun ir. ' f7 O 'I FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W ~ LL = x m ~ cd
Tall fescue ``~-'-'.,y;' y„ ~e , ,w to 0 grade Kentucky bluegrass ~ ~ 1.0" 1'•0" USE 4000 PSI CONCRETE. Q V tr O C7 Y = y 0 0 ' PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A815 F- 2 ~ Z ~ ~
ricea lee edeza 15 k~•• j,s•, y r 4,. J?'~ W+' Z r ~ FOA GRADE 80 AND WELDED WIRE FABRIC CONFORMING N F' O J V
an les edeza 10 n~''M„~r'"},, y. ~ v y. r<? C7 O ~ ~ 9 - TO ASTM A185 WITH 2" MIN. CLEARANCE. ¢ O NQ ~ ~ ~ Ste-{ O rnd ~ x ~ o PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z ~ ~
TION 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER • ~t« ~'„•,J,y; ,t, a p,. v, CONSTRUC D D I H2 > ~ Oj ~ • f~ "I N2 OSHA STANDARD 1928.704. H F+
CTIONABLE MATERIAL • ~ i a'' w 3M" ' IFICATIONS oBJE •+I'IE+~'a' "~I'~u tl. ~ ~a r•~ • SEEDING N01E5 SPEC N ~ ~ C9 RCP I ' PIPE TO BE GROUTED INTO HEADWALL AT 108 SITE BY d D Stabilized O 1 Ht H1 ~ C ~
aeo seed. ~'u;w'"~~' ~I'•~.,r.+, ~ ~ '"d• Stabilized 1. After Aug. 15, use unecarified Ben wn a saronce i• a cansidaatian, omit earicea lespedsza and haease RE THAT THE MINUMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN >ati y' "u+t~• di t, 1~' ~ ~',y v~• • Slope 2. x app 2. ENSU v1• , ~ w,r, y,.. SIO 8 Z CONTRACTOR p ~ I ' ALL ELEMENTS PRECAST TO MEET ASTM C913. ty ~ ~
Konen I a to 40 lb ar., Stable a• ° .a, • v«• ~ ~I• l~° Nr., 01P°d0Z / REQUIREMENTS. 1~•' 4•- undisturbed ~,.yr~ l?, y„ ,.4 m - ' WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAA Cti ~ y, - - - - A9 LONG A8 THE SAME AREA T
NURSE PLANTS 15 ID aae WER AT ANY POINT THAN THE 4" L ' J«, , German millet or E DIKE IS NOT LO Outlet ~ II, , Between IAoy 1, and Aug. 15 add 10 b/acre / 3. ENSURE THAT THE TOP OF TH tJ , wl. - - - - - - - - 1, O„ OF S EEL IS PROVIDED. a " ^ - " CHAMFER ALL CORNERS 1" OR NAVE A RADIUS OF 1", ~ ~
Prior No 1, ar after Aug. 15, odd 40 m/acre rye (grab). THE SPECIFIED SETTLEMENT. 1"~`" °I' " 4' I' "I'' ,J~4~" , el' ~ 1•'• Sudangran. r DESIGN ELEVATION PLUS , ~I'• d,~ a,• +I~„ ' , ~i ~I• a • y'.J•• : ~
ell +I,., k •I N•. , IYr, w1' ~ a \ ~ ACHINE REGRADING ,I ~u' u. Ilr \ SEEDING DATES 4. PROVIDE SUFFlgENT ROOM AROUND DIVERSIONS TO PERMIT M B O.C.(TYP.) 8 REFER TO CHART _ ; ~ ~ ~ ~ •fl REFER TO CHART FOR BAR SIZE W ~i ~
Bat Paefble AND CLEANOUT. l w~' Au . 15- . 1 Jul 25-Sept 15 Mu, w~, rlr• 1,. h„ 1. ~ ~ m FDA BAR SIZE NOTE: THE MINIMUM BAR SIZE SMALL BE N5 BARS ~ Y
Below 2500 h: g Sep Y Nar. l-Apr. i Nar. 1-Noy to tug 1~ r~~• .J~,. ,1..,. y(I. ~I QI,. V,.~r tl,ll AT 8" CTS. THE CONTRACTOR WILL HAVE THE OPTION ~ U) ~ V N ~ Z ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. ~ e ~A
5, VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN ~ 1 ~ ~l, Above 2500 h: July 25-Aug. 15 July 15-Aug. ~o RKING DAYS. t,1~. 'M~ Nu I,, Mmc~ ao ~ a ~c~N ~3c~
Mar. 20-Apr. 20 Nor, 5-Nay 15 IN PLACE LESS THAN 30 WO WI. r ~ N Z ~ ~ ~
CT TEMPORARY DIVERSIONS ONE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY - OIL AMENDMENTS MAINTENANCE INSPE mN= ~ ~ZW D~
fertilzer occardh to sot tests, or apply 4,000 Ib/are REMOVE DEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CARE ULL - ~oundMe ~Rurd Ikn«tone anc 1,000 ib/acre to-t0-to fsrtilzer. CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS CrOSS S@CtIOn ~ ~ i ~ cn ENDWALL D EN IONS ; W a ~ N IM S M ~ ~ ~
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANEL TO BLEND WITH THE t'! D ~ FT. MINIMUM MIN./MAX. MIN.IMAX. MIN.IMAX. MIN.IMAX. MIN.IMAX, p W a ~ ~
MULCH NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. Apply 4,000 ib/acre grab straw. Anchor straw by tadchg wlth aphdt, Material _ ~ D H1 FT. H FT. T, O ~ N ~ ~ z D PIPE DIR. BAA SIZE ( ) 2( ) D (F ) W1 W2 W n ~ ~ ~
netthq, or roving or by almphg with a mulch anchoring tad. A dbk wlth ~ Variable blades set nearly eVolght con be used a o mulch anchaAnq tad. COMPACTED 2' OW stapled in ~ 1.0 N5 @ 8 1.2512.00 2.0013.75 1.2511.75 3.0013.75 5.50 8.00 .Ir~O 'a / Ova
SOIL ~ fL ? place N m I ~ t0 ~ 1, 25 N5 @ S" 1.2512.00 3 , 0013.75 1.2512 , 00 3.5013.75 6.5018.75 zz Z = O Q H
INTENANCE 'R w~`' ~ _ ~ " MA _ . ~ 6 _ ~ 7D 1,50 N5 @ B" 1.2512.00 3,0014,25 1,50/2.50 3.5013.75 8.50!8.75 F- ~ , ~uuiuu I ~mD -r 1n~• ~ c
If growth ie Isss thou fully adequate, refartllize h the second year, accordhq I _ ~ . e 10-10-10 fertiizer. uow w to sotl testa or topdrees with 500 ib/au I I- I - it 1 . ( min ~ ~ 2,0 115 @ 8" 1.60/2.60 4.0014.76 1.7612.60 4.00/4.26 7.5018.26 a ~ y, m m ~ " 2.50 3.b0 4. 2,0 .0 4. _ ~ ~•O~E
needed when earicea ie omitted from the mixture. Reseed. fertiix0. and I I I I I I I I ~ I _ (I _ 11= I immediatal r ~ I " I mulch damaged areas y. 1111 III ^ ~ ~ I J . _ ~II I - l I ~ Z Z D 2.6 flb @ 8 l 0018.00 013 0 5015.50 10.00 J 11.50 to H W ~ - I ~ x M J (I ~ D I 3.0 N6 @ 8 3.0013.50 5.0018.00 2.7513.50 5.2515.75 11.50111.75 J Q c7 •
s' Levelllp :1111-~ I-- I - - Ill~ll ~IIII.~ olPsr _ 111_1111_ - I Bader I ~1 ^ C9 v Z G, ~ p b Q ~ 3.5 N5 @ B 3.25!4.50 8,0018.75 3,2513,50 6.0018.75 12.00(13.25 Z W N r ; 9302 }
p I IIII~ ,_JII I- - I I I i~ .=111 I = ~ I - ~II I ~ ~ l~ W , ~t1 • . 41: D7 r 4,0 N6 @ B 3,5014.50 8.5017,00 3,2513,50 8.50!8,75 13,00113.25 ~ ~ :
I- _ I ~II1~ _ _ ~ - I Buried _ 1r`_-__` ~~~I` ~ ~ PLAN @ @ 8" 4.00 6.00 8.5018.60 9.26 4.00 7.00 9.2 ~ ~ ~ F'.1'CINE~' 4.5 6 1 I ! 6 13.60116.76 u. , F
" ' II / I I I 6 min (15 @ 8" 4,5016.00 7.00!8.50 3.25 4.00 7.25 9.25 1 .7 1 .7 ~ ~ 6.0 1 ! 3 51 5 5
5.5 N6 @ B" 4.5015.00 7,5018,50 3.2514.00 7,2518,25 14,OD115,75 ~ ~ ~
ti-z 3.3 8,0 N5 @ B" 4,b015,00 7.5018,50 3,2514.00 7.7518.25 14,75118.75
CONSTRUCTION 1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ET 1 OF 1 BHEET 1 OF 1
ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER SPECIFICATIONS AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE 838.80. 838.80
DESIGNATED DISPOSAL AREA. Construction NATERIAIs 1. Uw o eynfhetk Atr fotxk ar a pervious sheet of pdypropylen0. nytan, pdyeetx, or pdyethylene yam, NOTES: rn
SURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY Specifications whkh b arthlsd by the manuheUrr or supplier a conforming to the nquinments shown h Tubb 6.09k 2. EN z
VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL PLACE THE FILL IN LJFTS Synthetk Atr tabrie should contain ulUaviolet ray hhibltoro and atabiizan to provide o maimum of 6 NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVERFlLL THE EMBANKMENT 6 INCHES montlu of opeoted usmle anetruetbn ib of a temperotun range of 0 to 120 F. 1. ALL STREET CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS FOR SUBDIVISION ~ q10 STREETS. STREET CONSTRUCTION SEQUENCES AND METHODS WILL CONFORM TO ALL NCDOT o
TTLEMENT. fen are either 4--h i eter he 2-Inch diameter oak, ar 1.3J TO ALLOW FOR SE 2. Ensure that pasts for sedknent ees ch dam p , REQUIREMENTS, INCLUDING PROOFROLLING SUBGRADE AND PROOFROLUNG COMPLETED ~
Ib/lirw?ar it steel wMh a mhfmum length of 4 R. Notre sure that steel pate have projections to fodltote LEVEL SPREADER #1 8.8 CFS 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION fo,a„ktg me tabrk. !1 8.8 CFS 115 FT STONEBASE, AND GENERAL COMPLIANCE WITH THE NCDOT INSPECTOR'S GUIDANCE. ° 3
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF a For reintorament of standard strength Ater fabric, use wMs fence with o minknum 14 gouge and a LEVEL SPREADER ~2 4.2 CFS 2 4.2 CFS 55 FT 2. AU_ FLU. MATERIAL PLACED IN STREETS AREAS SHALL BE COMPACTED TO 98X °
TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL maodmum mesh spoekp of 6 fiches. LEVEL SPREADER #3 23.1 CFS STANDARD PROCTOR DENSITY. ~ 3 23.1 CFS 300 FT ~
• PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL EXTEND THE FABRIC ACROSS coNSTRUCnoN 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING Z 3
TOP OF THE DAM• OR 1. Construct th. ssdYnent barrier of standard strength Ir exUa strength eyntheUc liter fobrla. THE SPILLWAYFOUNDATION AND SIDES TO THE LEVEL SPREADER ~4 6.4 CFS 2. Ensure that the height of the sedknent fence dose not exceed 18 inches above the ground surloa. 4 6.4 CFS 84 FT UNDERGROUND OR ABOVE GROUND UTILITIES. p a
+ AY TRENCH ALONG THE CENTERLINE OF THE SPILWAY FOUNDATION (Hghx boas may impound rakena of water suffident to cauw foiure of the structure.) EXCAVATE A KEYW LEVEL SPREADER (~5 5.6 CFS 5 5.6 CFS 73 FT 4. CONTRACTOR SHAU_ CONSTRUCT THE NEW PROPOSED WATERLINE IN ACCORDANCE WITH ~ ~
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT a n» Ater labrk; from a continua row al to the length of the barrier to avdd joints. When THE LATEST STANDARDS AND SPECIFICATIONS OF THE JOHNSTON COUNTY PUBLIC UTILITY ~ 3
LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SLOPES. joint an nsaeeary, ssanly fasten the Atr loth only at a support poet with overlap to the next post LEVEL SPREADER ~6 4.4 CFS b 4.4 CFS 58 FT DEPARTMENT. W ~ a o
THE SPILLWAY TO 4. support standard nrerwthaflt ~ 1 krdtY wire m«n r~ eearely~.o~r. un~«h~,~ t thm: ~ 4. CLEAR THE POND AREA BELOW THE kLEVATION OF THE CREST OF using hsay mty etepiss I«w, 5. ALL WATER SERVICES SHALL HAVE A CORPORATION STOP OF 300 PSI OPERATING ~ w
tla~tam ~ uw NOTES: FACWTATE CLEANOUT. PRESSURE, 3/4' CLASS 200 POLYETHYLENE PIPE, AND WATER METER BOXES 1MTH
5. wwr a wire mesh rlpport hna fa used, spode pats a maximum of 8 w apart Support posts shalM 1. LEVEL SPREADERS HAVE BEEN DESIGNE 5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. b• arte.n esasrely into the yeuwi e4 o mhimum of to Yrdns. STANDARDS OF 13 FT PER 1 CF5 FOR A 'TOUCH-READ' LIDS, (SEE DETAILS AND SPECFCATIONS). o _ BEEN DESIGNED TO DWQ ° t 1 CFS FORA 10 YEAR STORM. 6. CONTRACTOR SHALL PROVIDE ONE FlRE HYDRANT REPAIR KIT. Z
TION OF THE EMBANKMENT HAS A MINIMUM a Estro strength A~ p'ro' a ft post'p°`i'p "°t r°p't' "b•'"esl' "~vp°rt ~"a' ~ « 6. ENSURE THAT THE STONE (DRAINAGE) SEC .Ire me Abr fabrk y po.te• 2. CONTRACTOR SHALL CONSTRUCTION EA INSTRUC110N EACH LEVEL 7. ALL EROSION AND SEDIMENT CONTROL SHALL BE CHECKED FOR STABILITY AND
BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM 7. Excovab a trendy approximately 4 bdws wills and 8 hdres deep donq the propaed the of paste and SPREADER AT THE LOCATIONS SHOWN ON OF THE SPILLWAY SECTION. upsbps from the barrier (Figure 0.e2o). DETAIL ABOVE, TAKING PRECAUTIONS TO ONS SHOWN ON SHEET 2, PER OPERATION FOLLOWING EVERY RUNOFF PRODUgNG RAINFALL BUT IN NO CASE LESS THAN o ECAUTIONS TO CONSTRUCTION
EACH LEVEL SPREADER LEVEL AT THE EXI :VEL AT THE EXISTING GROUND. ONCE EVERY WEEK; AND ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN M ALL PRACTICES AS DESIGNED. a
7. CONSTRUCT THE MINIMUM FINSIHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON & BadrAl the trench with compacted sot ar gravel plead over the Ater fabric. THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER fpJ.EO g• Do oat attach Ater fabric to exiethg trees. I
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT 8. SEDIMENT AND EROSION CONTROL MEASURES ARE PERFORMANCE BASED, REQUIRE ~ ~ MArnNG ~ DILIGENT MAINTENANCE, AND MAY REQUIRE FlELD MODIFlCATIONS AND/OR ADDITIONAL
A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTIRUCTED TO GRADE TO A~siAU.itTioN ~ N~Tr+~ YA APAgTY. ~OlntentJnC@ kugeet sedlrrrent hnoss at least ana a week and after each rohfaA. Nuke any required regain ASSURE DESIGN C immsdbtely: PRODUCTS DESIGNED TO CONTROL ER0510N SHOl1lD BE tosloN SHOULD BE INSTALLED IN ~ MEASURES TO BE INSTALLED IF MEASURES ARE FOUND TO BE INADEQUATE. a
Shand 1M fabrk of a sediment fsna ag°We. tear, deoortpase a beams hefhctiwe, reploa N promptly. ACCORDANCE PATH MANUFACTURER'S INSIRUC110NS. AN WSIRUC110NS. ANY MAT OR BLANKET-TYPE JLCH SHOULD PROVIDE COVER OF AT 9. DISTURBED AREAS SHALL 8E PROVIDED WITH GROUND COVER SUFFlgENT TO RESTRAIN
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WEEL-GRADED MIXTURE OF STONE ~ ~v eY~r ~ PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROM IT IS APPLIED. EROSION WITHIN 30 WORKING DAYS AFTER COMPLETION OF ANY PHASE OF DISTURBANCE
WITH A d~ SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND LEASr Sox aF THE suRFACE WHERE iT Is APPLIED. A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE Itsmo~e esdhnrlt departs a necessary to provide adequate stooge vdume far the next rah and to D BEFORE LAYING THE NET OR MAT. INCLUDING CLEARING, ROUGH AND FlNISHEO GRADING. IN NO CASE SHALL ANY DISTURBED
S OF THE LARGER STONES. THE STONE SHWLD BE reduce pesssure m ttn isna. Tdr. cae to avid urdsrmhktg tM ima durkp dsorart 1, APPLY IJME, FERTILIZER AND SEED BEFORE LAYING 1 SMALLER STONES WORKED INTO THE VOID AREA BE LEFT WITHOUT SUFFlgENT GROUND COVER TO RESTRAIN EROSION FOR MORE THAN ~E TOP OF THE CHANNEL OR SLOPE AND 30 DAYS.
HARD, ANGULAR AND HIGHLY WEATHER RESISTANT. Remove oA hndng materials and unstabb sedknent depaib and bring the ono to prods and stabiMe it 2. START LAYING THE NET FROM THE TOP OF 1HE CHP oRr tlrs oontrbutkp draYrogs ana ha bean pnpsrly stabAlsed. UNROLL IT DOWN THE GRADE ALLOW NETTING TO LAY W NETTING TO LAY LOOSELY ON THE SOIL BUT fCN.
RE THAT THE STONE SPILLWAY uUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE IMTHOUT WIiINICLES - DO NDT sTRETat. 9. ENSU
OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOgTY IS 3. TO SECURE THE NET, BURY TtIE UPSIOPE END IN A UPSLOPE END IN A SLOT OR TRENCH NO LESS 501L, AND TAMP FIRMLY. STAPLE THE NET IN CHANNELS, ROLL WT STRIPS OF
ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION THAN 6 INCHES DEEP, covER WITH SaL, ANO TAMP FlR FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFlNE THE OUTFLOW EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE END AND EVERY 3 FEET AROUND THE EDGES NETTING PARALLEL TO THE DIRECTION OF NET ARE LAID SIDE BY SIDE, THE ADJACENT FLOW MID OVER THE PRO1EC11VE MULCH. PROJECT DESCRP110N
STREAM. EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLE[ ACHES AND STAPLED TOGETHER. EACH STRIP ED DOWN THE CENTER, EVERY 3 FEEL DO THE PURPOSE aF iliS PROJECT W 10 SUBDINDE APPROXIMATEL 75.8 ACRES WTO )B SINGIIE FAMILY LOTS PATH OPEN SPACE, AND TO CONSTRUCT
OF NETTING SHOULD ALSO BE STAPLm DOWN 1NE CEN1 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO NOT STRETCH THE NET WHEN APPLYING STAPLES. 1NG STAPLES. 5450 FEET OF RESDENIIAL STREET MI1H A PU81JC WATER SYSTEJA.. APPRO>DIIAIilY 7.41 ACRES WYl BE DISTURBED DURING 11#S CONSTRUCTION PERIOD. THE S1E IS LOCATED W JOHNSTON CWN1Y, ON 1HE EAST SbE OF OLD FAIRGROUND ROAD-SR. 1309, APPROXWAIilY 28001 FEET SOUTH
THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. 4. TO JOIN TWO STRIPS, CUT A 1RENCH 10 ANCHOR T ENCH TO ANCHOR THE END OF THE NEW NET. OF 11# INTERSECTION OF OID FA1tCR0UND ROAD NI1H ZACKS MILL ROAD-SJT. 1319. (SEE NCINIIY MAP).
AS ABOVE THE SEDIMENT POOL OVERLAP THE END OF 1HE PRENOUS ROLL 18 WgtES 1 5 ROLL 18 NICHES AND STAPLE EVERY 12 \ ~ LOT.
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED ARE INCHES JUST tlaDw THE ANCHOR SLDr. AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. 76• THE SITE HAS ROLLNG TOPOGRAPHY WI1H SLOPES GENERALLY 1 TO 10X THE SITE IS RUAL LAND, SOME OF WHICH HAS BEEN FARMED IN THE PAST,
JTENANCE ANCHOR NEITWG W 0 71iE SITE IS NOW PARTLY WOODED AND PARTLY OPEN GRASSED FIE1D. FORMER FARM LAND AND IS NOW COVERED WT1H TALL GRASS. ~ A 8-INgi TRENCH ADJACENT PROPERTY
THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT MAINTENANCE 1 i. sHOw LEVEL ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FlELD. FABRIC FILTER FENCE INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAIN! ( Y, AND AFTER RAINSTORMS TO CHECK FOR
RILL EROSION, DISLOCATION, OR FAILURE WHERE EROS . • ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE -LIRE. YAIERE EROSION IS OBSERVED, APPLY JOIN STRIPS BY ANCHORWG LAND USE W 1HE MCIYTY IS SAi1lAR TO 7HIS SITE WITH S011E RESKIENTIAL DEVELOPENENT W THE AREA. MOST OF 1HE ADJACENT LAND IS ZONED CCURS, REPAIR THE SLOPE GRADE. RESEED. AND OVERLAPPING. ARGRICULi1JRAl OR RE5IDENTAL
I I I r/ AND REINSTALL MULCH. CONTINUE INSPEC110NS UNTIL INSPECTIONS UNTIL VEGETATION IS FRMLY PLANNED EROSION AID SEDIMENTATION CONTROL PRACTICES u
MAINTENANCE INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL _ _ ' - ESTABLISHED. -III-I ~=11~1~". . REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE I- - - i. TEMPORARY SEDAIEIIT TRAPS
_ E - - =III=11'f!-~" . - A_.. HALF THE DESIGN DEPTH OF THE TRAP. PLACE TH -III-I I I SEDIMENT HAS ACCUMULATED TO ONE - - - - - - 7 - 8 SMALL SED~IIT TRAPS WILL BE CONSTRUCTED FOR 1HE PROP06ED STREET. LESS 1HAN 0.5 ACRES aF gSTURBED AREA WlL DRAW W1T) EACH 1RAP
IGNATED DISPOSAL AREA AND REPLACE THE I=III=III=I I ~=I ~ I- - =1 I 1=1 ~ SEDIMENT THAT IS REMOVED IN THE DES I I-III-III I I _ _ _ _ 2 TEMPORARY DIVERSIONS
CONTAMINATED PART OF THE GRAVEL FACING, =III= - _ =III=III=III=III=I III=III=I ~ I III III...III~,, _,,1-I - " III-III- ~ I I TEMPORARY DIVERSIONS WILL BE CONSIRUCTTD ALONG THE LOW 9DE OF EACH ROAD 10 DIRECT SILTY RUNOFF TO THE SEDIMENT 1TTAPS
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE COMPACTED FILL 3. SEDIMENT FENCE SED9IDIT FENCE WILL 8E CONSTRUCTED ALONG 1HE TOE OF S011E SLOPES TO PREVENT SEDWENT FROM ENTERING THE EXISIWG DRAINAGEWAY. u
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF BACKFILL MINIMUM OF 8" THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY THICK LAYER OF GRAVEL VARIES ~'~1 4. TREE PRESERVATION AND PROlEC110N
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED ONLY THE TREES W THE PROPOSED RIGHT-OF-WAY MALL BE REMOVED.
IMMEDIATELY. FABRIC FILTER 6" FREE I 6" FREE OARD OVERFILL 6' s' a soon ~UFxIA~i ~ REACIiED ON 1HE NEW sTREET, THE SuBL;RADE wu BE STABILIZED WITH AN 8-INCH COURSE aF NCOOT
AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABALIZED, REMOVE 6" DEPTH OF FLOW FOR Q w ~ 1 1 FOR Q ~ 1 CFS FOR SETTLEMENT STANDARD SIZE ABC STONE H M
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE SPILLW Y
ADJOINING AREA AND STABILIZE PROPERLY. 14" SPILLW ca+sTRUCTKW scr~DULE
5 FT 0 ~~•1 .I 1. OBTAW PLAN APPROVAL AND OIFIER APPUCABIE PERMITS. ti' EARTH BERM
NIN o ~ ~J ~,P EMERGENCY BYPASS 6' BELOW SETTLED 2 HOLD PRECONSTRUCTION CONFERENCE AT /EAST ONE WEEK PRIOR TO STARTWG CONSTRUCTION.
- -1 ~ R FABRIC t 5 Fr I = - = FILTE -III= III-II 4BRIC IP-RA TOP OF DAM. 3. INSTALL SEDA~ENT TRAPS AS THE FlRST CONSTRUCTION ACIINTY.
I 1:1 MAX 1800 CU FT ACRE ~ -III=III I I -III- _ 1 (MAX - NATURAL GROUND CONSTRUCT TEMPORARY DIVERSIONS ALONG THE LONER SIDE OF THE CONSIRUCTKk1 AREA.
~ I I I III-I ~ - ~ - 5. INSTALL TEMPORARY SILT FENCE. .
i ~ =I I h I=III- 8. CgAPIEIE SITE CLEAPoNG
V-TRENCH ~ ~ ~ I-~ I III NATURAL MATERIAL
FlLTER FABRIC ' I=~ ~ SE CROSS SECTION SECTION A-A 7. RWGH GRADE 91E, CONSTRUCT CHANNELS AND INSTALL CULVERTS.
EXTENSION OF FABRIC AND N.T.S. 8. PRONDE gSTURBED AREAS YA1H GROUND COVER SUFFlCIENT TO RESTRAIN EROSION WiTHW 30 WORKWG DAIS AF117T CgAPLETION OF ANY PHASE OF DISTURBANCE NCLUDING CLEARWG, ROUGH AND FlNISIED GRADING.
WIRE INTO THE TRENCH 8. COMPLETE FlNAL GRADING FOR ROAD AND ROADSIDE DITCFIES. A
9. INSTALL ABC STONE AND COI,pACT.
OVERFlLL 6' FABRIC FILTER V VARIES -SEE EC PLAN 10. INSTALL ASPHALT PANNG
TOP FOR SETilE11ENT STOP OF EARTH BERM ON EACH SIDE OF SP 4CH SIDE OF SPILLWAY tt. DISK, SEED AND MULCH ROAD SHOULDERS, DITCI#S AND SLOPES.
- - 4FTMIN ~ ~ I I I - 1 = - _ _ _ _ AND SEDMIENT CONTROL PRACTICES WLL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS NEEDED REPAIRS WILL BE MADE _ 12 ALL EROSION
_ - _ ~IQP` EVATION OF ST M WATER I 1.5 FT 2:1 SIDE - _ - -.r? _ _ ST M WATER FOR Q » 6 FREEBOA~ ~ RIP-RAP SIDE WALLS AND TOP OF uAMEDIAIELY. g SPILLWAY 6 HIGH (~!1 RIP-RAP) 13. AFTER SITE Is sTA~u2ED, REMOVE ALL TEMPORARY EROSKW CONTROL MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED OCTOBER 10, 2003
~ NAX ERGENCY =III=III=I , - C ~ 5 FT ~ - - I I-III- UT ASS BY-PASS -III-III- 8" •o WIRE REp~-~ 12• 3 AREAS.
MAK Flu _ I - R FlLTER _ 1:1 9DE 8 BELOW ~ I = - _ ED ~ , SETTLED -III-I I I I Rout-~ _RRppP --~1 SCALE: NONE fD ~ \ 3'-O" NFORCIN _ TMs,
FABRIC SLOPE MAX NATURAL ~ DAN I - . I 2X- 2X- ~ MIN. DISCHARGE u. ESTIMATED TIME BEFORE FlNAL sTABAJZAnoN 3 MON - DETAILS.DWG
1=III II- GROUND I I _ = 4" l ~ NATURAL MATERIAL VEL OF SEDIMEN' III-I _ MAXIMUM LE 1EL OF SEDIMEN ~5 WASHED PROVIDE POSITIVE DRAINAGE MAWTENANCE PLAN
3 FT ~ -I 11=~ I _I I I=I I~ CI I COLLECTED, REMOVE SEDIME~ REMOVE SEDIMENT STONE FLTER
~ ~ I ~ ~ wuGU nilc I ~I Ic RFar.NF I ~ - E- NFI Ic RFAr.NFn_ FILTER FABRIC 1. ALL EROSIOII AND SET)IMENT CONTROL PRACTICES WILL 8E CHECKED FOR STABILITY AND OPERATION FotLDWING EMERY RUNOFF PRODUCJNG
A RAINFALL BUT W NO CASE LESS THAN ONCE EVERY WM- ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY ro MAJNIAIN ALL MAuiAZa PQ, DESIGNED.
STONE SECTION
CONE FILTER ROCK DAM 2 SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY SOX FILLED. GRAVEL WILL CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAWS PROPERLY, BE SHEET 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.6 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE
TEMPORARY SEDIMENT TRAP TEMPORARY SILT FENCE STONE WIl BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. OF 12
4. ALL SEEDED AREAS WILL BE FERTILIZED. RESIDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.

U
d~ O
~ ~
~ ~ ~ ~d ~ ~
1 '1 1 1 ~ ~ ~ ~ o
1 1 1 U ~ i~
1 1 ~ 1 '1 \ RIP-RAP APRON 0 ~ :69P APRON ~ " ~ ~
1 ~ TEMPORARY TYPE 'B' PIPE !~3 6' LENGTH ENGTH ~
1 1 SEDIMENT TRAP !17 7.5' WIDTH 1 \ 54 LF-18 RCP " M N. EPTH WIDTH v ~ ~ ~ ~ N. EPTH m d' ~ ~ i o W U ~
~ 16x18 x2.0 DEEP 9 i 0 4x0.5 SPILLWAY W/ 2-FES ®0.50 CLASS 1 RIP-RAP 5S 1 RIP-RAP ~i
TEMPORARY TYPE ~o SEDIM T TRAP k5 ~ ~ ~ caRPGRATx>H stow (tvP.) ~ ~ ~ Z 00 ~
~ gad` \ ~ 300 PSI aPERAtINC 16 x18~C2.0 DEEP ~ 75 73 N • 1~ ~ w ~1
4x0.5 ~PILLWAY ~ o TEMPORARY DIVERSION 26 v~
~ r`n~ \ 1 + 74 DITCH (TYPICAL) INV. 230.27 ,~p1Q ~ ~ WATER MEtER BOXES - _ _ _ 5O N WItH •TOUCH-READ' IIOS DITCH ~7 ~ > 2 ~ 27 ~ ~ ~
~ SEE DErAlls rk SPEa ~ • INV. 230.00 II ( ) TEM. SYNTHETIC MAT LINER 8 ).00 DITCH ~9 ~ ~ ~ ~ TEM. STRAW NET LINER TEMPORARY DIVERSION ~ ~ ~
DITCH ~ \ ~ 3/4• txASS 200 ~ . _r . ~ ~ DITCH (TYPICAL) U _ _ _ _ 25 ~
NE ~ PaYEtHVIENE P9'E - t-4~- t•~- t-~- E•r-- m + - TEM. STRAW N T U \ WATER SERNCE (TYP.) ~ HIGH POINT ~ E-~~ -
SILT \ wu - ~~r wATER~..- ~ ~ _ ' \ FENCE \ 6~~ 24+00 E a
e4°~~ HE'M ASPH~• - s>rnm4't9• E~- --1---- - a~ ~ 26+00 EDGE ~ PAVT r 27+00 ~ ~ 2 4
a ~ _r ?8+00 ~ w~tFRlpyf ~ ~ M i 4' Pvc ~ ~
OF PAJT ~ d 7442" E HIGH ~ EDGE OF PAVT ~ ~ PATEN R.q5~/ ~ WATEPUNE r ~ ~1?.~ c~
20+ 1+ ~ --V~~~v i • S 89 POINT INV. 13.96 ~ 2 ~ o. ~ E'~"- ~"1'F T-~ -#•1-'~-~ - cv ~ ~
- - ---~-1 PAvT ~~.-F~_ -p1yA '0
II TEMPORARY DIVERSION ~r• M g 6 ~ ?9~, .35' DITCH 10 ~ s~•2t• 00 B•z4• ~~h ~ o E o
SILT V. 21 ~ ~ DITCH ~k8 II N DITCH TYPICAL W ~ ~ 1 IN ~ N ( ) Q TEM. STRAW NET UNER + fi h ~ CENTER OF CUL-DE-SAC ~ ~ ~ ~ v,~~ STA. 29+54.82 NNIIlyr~4
~ FEN TEM. STRAW NET LINER w ~ _ ~ + + ~ m w 2 N p ~ R ~ 6~
~ o ~ 5 ~ DITCH ~6 , ~ 4 :a ~ by s u ~ ~s• • s 23 • c~•' E s
~ TEMPORARY TYPE B w CENTERLINE INTERSECTION TEM. STRAW NET INER PIPE ~2 SEDIMENT TRAP J68 U 'A ~ Z: F _ • a ~ • Q 's
~ ~ ~ CENTERLINE CURVE DATA STA: 24+91.52 56 L~-~48 RCP 16x18 x2.0' DEEP " SEAL CENTERLINE CURVE DATA U `'s• \
/ E5 0 1.OOX ~ 4'x0.5' SPILLWAY L-50.08 2 \ ~ _ ~ - .sa' 21 \ r 19302 L-142 ti \ , ~
\ R-400.00 ~ ~ T=25.07' T=71.83 \ tiq \ •,,~i'FNcINE~•
3 ~ ~ ~ , ~ ti~ ~ ~ CH=50.04 CH=142.19 TEMPORARY DIVERSItNI ~ \ N~ \ syF .s _ ~ DITCH (TYPICAL) ~ / \ F~ \ ~ ~
TEMPORARY E 'B' • \ \ ~ CH BR=S 85'39'31" E 1 \ CH BR _S 73'53 50 E \ \ r- DELTA-16'20 59 PERM,WENT 2• . ?
~i ~ DELTA=07'10 23 16'x18'x2.O' D P ~ RIP-RAPv1PRON BLOW OFF ASSEMBLY \ \ ~ f G-0 ~
, Y \ ti~ 32' LENG 4 x0.5 SPILLW ' \ TP(
~ \ 16.8' WIDTH ~ ti.~ F ~ ~ ~ ~,y 18 MIN. DE TH 22 \
ti ~ ch` LASS 1 RIP RAP
\ FF~(i l ~ \ ~ yF \ ~ TEMPORARY TYPE 'B'
~ ~ \ \ SEDIMENT TRAP !f9 \
~ \ 1 1 18'x26'x3.5' DEEP \ 4'x0.5' SPILLWAY \
\
w z
~ Q
SCALE: 1"=40' H SCALE: 1"=40' H z v O ~
~ w
rr J
HANNEL DATA w a
CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING w
~1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z
~2 0 FT 3:1 SYNTHETIC MAT GRASS ~ ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w
~j4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~
~5 0 FT 3:1 SYNTHETIC MAT GRASS w a
M
R.~ DE DITCH DATA o
HI POINT E V = 23 .16
CHANNEL N0. BOTTOM WIDTH _ SinE ~ OpFS TfypORARY LINING PERMANENT LINING 2~ PVI STA ~1 0 FT 3:1 do 4:1 STRAW NET UNER GRASS
PVI STA 23+75 PVI ELEV = 234.82 • ~2 0 FT 3:1 do 4:1 STRAW NET UNER GRASS
_ A.D. _ -1.85 ~3 0 FT 3:1 & 4:1 STRAW NET UNER GRASS
K = 0.52 K = 3.97 ~4 0 FT 3:1 do 4:1 STRAW NET UNER GRASS 242 _ _ ~5 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
235. ' VC 100. ' VC ~6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
~7 0 FT 3:1 do 4:1 SYNTHETIC MAT UNER GRASS 240 w~~~ ! , ~8 0 FT 3:1 do 4:1 STRAW NET UNER GRASS f~ '
LO POINT E EV = 22 .83 _ M ~~1~~ ~9 0 FT 3:1 do 4:1 STRAW NET UNER GRASS •
LOW POINT S = 20+ .41 ~ fV #10 0 FT 3:1 do 4:1 STRAW NET UNER GRASS
- - - - PVI EU:V = 217.32 N ~ t fit 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 2 ' NO~ ~ 9 2003 + ~ #12 0 FT 3:1 3c 4:1 STRAW NET UNER GRASS
rn ~ ~ N N _ X13 0 FT 3:1 & 4:1 STRAW NET UNER GRASS
U > _ ~ r - w ~ X14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS "~~'I I ° r'~t~~~il !T • 15 0 FT 3:1 & 4:1 236 ` " ~ ~ o m # STRAW NET UNER GRASS
, ~ ~ _ _ X16 0 FT 3:1 & 4:1 STRAW NET UNER GRASS W
N N + ad X17 0 FT 3:1 & 4:1 STRAW NET UNER GRASS • f0 N X18 0 FT 3:1 & 4:1 STRAW NET UNER GRASS 4
23 ~l19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
U / • . ~ X20 0 FT 3:1 & 4:1 STRAW NET UNER GRASS > >
N O 0] 1 w w X21 0 FT 3:1 & 4:1 STRAW NET UNER GRASS _ _ 232
N N X1.8 ~ 1 N N ~1.8 ~
- ~ W / / CENTS LINE FINI HED GRA E ~ T _i-~_- - ~ ~
W W 230 H i ~
- / Z -------i------ MCI
0 CENTERl1 E EXISTI G GROUN N i ~ " ~ - ~ - ' - 228
~ ~ ~ 6"x CROSS w 6 x CROSS ~ XISTING OUND 2 LEFT _ + H
- - I 9 5• - -----E---- ~ N
z~ --t < - 226 r~
• _ EXI TiNG GR ND 25 IGHT ~ ~ ~ ~ ~ V1 ~ H
2 N J 36 MIN ~ ---t--- - ~ ! ~ O
/ - - ~ N OF ROAD ~ - - - a - - 224
~ W ~ U ---3- - - - - - - - ~1 J - --1_ - w - - - -
• ~ I o • \ J - 222
\ /
_ ~ I ~
~ O i 220 6" P WATER NE I ~
- ~ - -
48 RCP / w • \ i • ~ 218
I
- - 216
I \ ~
~ ~ i - 6"x4" RE UCER - - ~ ~ - - 214
~ 12" MIN. CO R 4" PVC ATERLINE \
' \ - - ~ 212 i - ' .
1 FU JOINT F DUCTIL IRON wA TE~EO - -
210
_ _ ~ \ OCTOBER 10 2003 I
- - ---I---- - 208 SCALE: 1„=40 V
1 =4 H
~ rn ao m M ao ~ o u~ rn ~ ~ rn ~ o N o M cMO `n° a"to rn rn o ~N M n ~ ° Ir CENTERLINE 0308-017-CD.D~G
N ~ O O O ~ N M ~ tp I~ pp O N M M M N N N N N N N N N N N N N N N N M M M M M M M M M M cv ~ o o, ao r ~ N ui ~ ri cv ~ o of N ~ FINISHED M M 17 M N N N N N N N N N N N r ~
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ~N N ~N ~N N N N ~N N N N N jN GRADE
20+00 21+00 22+00 23+00 24+00 25+00
PROFILE MARKET FARM LANE p 26+00 27+00 28+00 EARLY RISER COURT ~'*oo ,o+oo SHEET
SCALE: 1'=40' H SCALE: 40F 12
1'=4' V