20031310 Ver 1_MAPS_20031023

~y~'A CULVERT STATION LENGTH INV !N INV OUT SLOPE OUTLET PROTECTION
-~~py STREET DIA TYPE PIPE END T SITE o # (FT) (FT) TREATMENT (FT) (FT) S ONE CONSTRUCTION SEQUENCE FOR STREAM CROSSING
~p (FT) (FT) (FT) CLASS
p'A S 1 TAYSrDE PLACE 17+28.96 44 18" RCP FES ~OTN ENDS 276.85 274.67 4,96 12 7.5 24 8/1 1. INSTALL TEMPORARY SEDIMENT TRAPS, LEVEL
~S~ 2 TAYSIDE PLACE 19+04.97 56 18" RCP FES BOTH ENDS 279.19 276.37 5.03 12 7.5 24 B/i SPREADERS AND SILT FENCING ADJACENT TO SIREAM
3 TAYSIDE PLACE 23+51.17 60 24" RCP FES BOTH ENDS 262.23 260.78 2.41 20 12 24 J CROSSING. TRAPS AND LEVEL SPREADERS MUST BE
4 TAYSIDE PLACE 30+57.17 60 24" RCP FES BOTH ENDS 252.97 250.84 3.55 20 12 24 1 OUTSIDE OF 50' RIPARIAN BUFFER.
10~~ SR 5 TAYSIDE PLACE 34+55.86 52 18" RCP FES BOTH ENDS 256.54 253.91 5.05 12 7.5 24 B/1
SR 150 9 6 2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE ~ ,
,~h AVOCET LANE 13+46.21 80 B4'z61' CM-ARCH HEADWALL INLET ZZI u0 57 1,31 50 30 30 1/2 RIPARIAN AREA. 1 I i
h (2 PIPES) FES OUTLET J'~p ~ 7 SHETLAN STREET 10+21.00 76 18" RCP FES BOTH ENDS 245.38 240.90 5.90 12 7.5 24 8/1 I N
~ 3, INSTALL CULVERTS / ~ I~
8 SHETLAN STREET 12+85.67 44 30" RCP FES 80TH ENDS 237,76 235.12 5.99 30 17.5 24 1 4. ENSURE THAT SILT FENCING HAS BEEN lNSTf;LLED I
VICINITY not to scale CULVERT DETAIL TABLE / DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE
~ I~ BUFFER. I
**NOTES** 7. PIPE LENGTH INCLUDES PIPE END TREATEMENT 56 og 1 II>
2. SEE EROSPON CONTROL DETAIL SHEET FOR LEGEND Pr • zo+s+. 21 I / 5. FINALLY SEED AND MULCH SLOPES AND ALL
SPECS ON INLET PROTECTION ~ ~ DISTURBED AREAS. I I
000000 BON TERRASFBLIIER TYPICAL RIPARIAN BUFFERED STREAM o 0 08 a I I
TYPICAL ROADWAY SECTION 2 2 I
0 cep uNEA ' ~ ~
60 R W 1
BON TERRA SI UNER I 2 ~ ~ ~
I 06 I ~ i e
® Alai a wr,r o' 9LT FENCE e' o' r o' ~ ~ \ @ V\
9NMDEA A1W10[R Ife1 p17CH I y oti Og 1
® TEMPORARY SEdMENi TRAP w'm. +lPm. 5D R r / / I SC lITC~ j / ~ 5
r R[R A rao7 ~ gyp. uh ai xcff ~aq y, s ~ ~2~ I / g e 9 /1
RnE!T 8~ COMPACTED ABC STONE AND 1 1/1' I-2 ASPHALT epnau ~ - Zti ) , p5 / a
20' 30' 30' 20' ua. x+ xon LOCAL RESIDENTIAL AND COLLECTOR ROAD 9 ~ ~ ~ /
® OU1tET PROTECTION ZONE 2 ZONE t ZONE 2 ~i/ 1p ~y60' 1~ i /
~ 2 / 2 a~x ~ r
1D ~ 1EMPORARY dVERSON Zone I 6~~ (rE1X0AU / 19k5 L?IEL7t' AIU / /
20' LlmHed harvest/10' Undisturbed a / Il /l v ~ ~ 2p
lf~kl - A LIMITED AMOUNT OF HARVESTING IS ALLOWED iN THE OUTER 20 FEET OF ~ ~ ZO a 2 2 Zo ti5 / ~
ZONE 1. THE FIRS1 10 ' OF ZONE i MUST REMAIN ESSENTIALLY UNDISTRUBED. i ~ 2 ~ . / ~'1
• ~ ~ 2 s ,o ~
e e e TEMPORARY CONSIRUC1NlN -ZONE 2 IS AN ADDITIONAL 20' ON EITHER SIDE OF THE STREAM. ZONE 2 o°°o°o°e MUST HAVE A DENSE PLANT COVER. FOR BOTH ZONES, THE LANDOWNER OR 2 R N ~ ~ ,o i / 2 ' ~ ~ , 2 /
CARETAKER IS REOUiRED TO KEEP THE LAND UNDISTURBED AND REFRAIN FROM `?S USING FERTILIZER. NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. ~ ~ ~
i ~ \ PD ~ PERMANENT d~ER90N r~ n` ~ ~ ~ 26 / o ~ N >R~ n to ~ I p~ o+ra~aa D / ~ I 2 '
I ~ I ~ ~ 2 a ~ ,o Z1 P ~ 'ZZ ~ I srr/E~ ro m io ti~ Ug~ BEN I I
>fl W , P / ~ I ~ ~ ~ vE I
~ dtEdc OAM ~ ~ ~ i / I / \ 1i N of 10 J ti r I ~ p ~ 22 ~~I
\ 1 / N lrv~w a /
Z 3 ti 6 ~ 1RAP 1? \ \ / ~ i I \ ~,OAM ~ .
i ~ Rl 0 ~ ~ ~ , ~ ~ pA PEN ~ 2 W ~ i1 p U~ ~ ~ I 2 J j \ 22 ~ I
- N S ~ ~ ~ ~ ~ P - ~ BUFF qC ~ H m a scr/Etr~ / \ 1 , I
Bev LI ~ / q~LS . / ~uG Ro ~ ~ - E U - - o N \ \ PDSED 8' CPoIVITY SEWER ~ I '
~ p ~ i/ fir- - ~ N Zoo i ~~i/ ~ ~ E v 0 ~ 5 \ ~ . 6 22 ~ t~?Et ~ . frrE r PARr or' rms PAa~ECr) , , ,
~ i R ~ ~ ~ ~ 7 s 22 E E F ~ i G I 1 A GRpiNS i~ i !I 1
' BU1f E i04 EADR~4rNADE OF L17JE~ ~ ~ ~ i ARIA I IEKZ ~ ~ ~ ~ APA°1OSinD 8' OPANIY AnNER ~ TYPICAL A sa EP°~ ~ ~ ~ ~ ! ; V
~ l'~ o' R'P _ 1 I~ I ~ ~ raARra~n~sAaa~cr ~ ~ ~ ~ 1 9RPfAlnP P I~ ~ ' e• QPANIY~1lMfIP ~ I , ~ ~ ~ - 2 ~ IRAplO \ 1G R I ~ 7lPAP 9 BUILDING \ 1 50' RAP ER ' ~ _ i ~ ~
ff nn APAEG'1 , ~f _ _ ~ ~ ~ 1 FOOTPRINT \ \ 1 BUFF _ _ _ _ ~ ~ - ,
Z ~E~irsE ~
r ~ ~..i E pf 11 ~P AP 18 ~ IFkZ y~
~ pRp~51 16 d h ~ Z ii-~ tiq Epc ~ ~ so' ~ 5 I
1 ~ - , rntt atarlap 26~ ~ ~ ~r gEjp r \ ~ ~ ~ 2Q' DRAINAGE EASE.rNE ~ ~ ~ I z TP o / ~
+ 1RAP f8 ~ ~2 1 ~~?S \ I f0 EACH SIDE OF L / ~ \ I YR ll ~ / i~ ~ ~,oROX 100 / , ~ ~ ~ N~
\ O ' $ -r.- . 10 1'g ~ ~ ~ tOtCQY AIM : N ~ \ \ ~ 0 m ~ I g6 ~ ~ / \ ~v' ~ 11 ~ / ,oa
a ~ ~ gp' ~ ~ ~ ~ / / \ ~ \ / I/ / o ~ 0 ~ V I ~ _ ~l / i~
/ / - ~ rv p f,~ 10 ~ ~ ------e' V ~ I ~ p~E ~ ( 65 y
/ ~ ti1~ s / / s~rr~x / U ~ S9iEAla<1P 4 \ ~ ~ k ~ \ ~ ~ ~p~N ~ / ~ ~ ~ i 30 saws ~ --r \ / \ _ ~o ~a S~~Er,~ / /
~ \ D ~ >t9 0 ~ ~ OR i-~~ ~ ~ s sEr g1 20 Zp nQw \ VA V A \ ~ , - ~ / ~20 ~~~E~
A\~, ~ a . 1 / P\v ~ U I f1+JJ 3 ~
3 ~ ~ ~ 5~ ~ ~ ~ ~ W \ srr . P~ ~ a 2 / 1 ~ 0 ~ ~ >~a a 1 ~ ~ \ ~ , ~ ~ / / / ~ 21 \ \ E \ V~ / A / ~ _ /
W 2 \ ~ \ i ~a*
9 ~ > ~ str~ 1g2 a m Q ~ 16 qmQ ~ ~ ~ Wad ~ \ \ ~ 21 \ ~ T MPORARY SEDIMENT TRAP T , ~ ~ v ~5 ~ 00 E r~ ~
a , 1 ArfFkl>: 10=18'tdoP r0 ATtR ~ A ~ N W \ / ~
N a u~rsnAa~nsrc~ul~ T YSIDE P ~ tig o, 8 9 f~ ~o~ a , LA E ~ ~g ~g ~ 0 PUBLIC R/W ~ ~ p ~ W gg f~ ~ ~ \ ry LEFT TRAP DIMENSIONS 1 T TAT10N ~tI 0 ~ \ \ \ ~ RAP STREET S OR WEIR JQ , ~ /
_ Q p0 ~ 20' PAVEMENT ,gr~r Q' lFr1~4AR V ~ ~ - - _ = ~ ~ 28 ti w cu tnnrsrt~ ~s> x-250 O c V a ~ ~r~` / ~ ~ RIGHT FT FT FT LENGTH pao \
i ' u, a ~ ~ V ~ A \ ~ 1 TAYSIDE PLACE 17+17 R 16,8 8.4 3 4
~ ~ o ~ ~ v ~ vv ~ g ~ v~/ \ ~1
\ \ \ 2 rAYSIDE PLACE 17+40 R 17,8 8.9 3 4 a \ \ 1,~ r
~ 8 c ~ 1n~ anew a ~ m~ m ~ ~ ~ ~ 16 r~o ro~ N nF,w ~ ~ m~ ~ ~ ti { sEr,<rA+x ~ m s
z ~ ~ ~ m m ~ u 10 ~ >RAV e m ~ ~ ~ m \ / TAYSIDE PLACE 2J+40 R 71.8 10.9 3 4 ~ \ 3 ~ GL
~~m y \ 12,700SF of Buffer ~
V ~ ! ~6 ~6 h6 2 A / 16 X61 w n ~ !p ° e (15~~ \ lr~lpoct and 600SF of Wetland 4 TAYSIDE PLACf 23+62 R 18.1 9.4 3 4 w e \ / \ /
\ o ti61 >t6 >,5g ~ 0 + ~ e ° Impact and 120LF of Stream ~ ° s,~ / !m acf 0
~ nrAPp ~ ~5 6 U u ~ ~ p 5 TAYSIDE PLACE 30+46 R 1 f.8 10.9 3 4 Z' 1g6 ~
~ s~r~ner ~ ~ ~5 o G ` ~ / TAYSID PLACE 1 B.l 3 4 J
i A ao / / fo l ~ ~ \ 6 E 30+68 R 6.1 ~ , LEVEL SPREADER TABLE 0
oo 7 AVOCET LANE 12+6? L 21,8 10.9 3 4
\ ~ LEVEL
'l a E~'/ ~ ______--r- T-- -i-- -----i----___- STATION LEFT DIMENSIONS ~ SPREADER STREET OR ENTF'ANCE END B AvocEr LANE r1+7s R 57.8 78.9 3 s
~ 51 (FT) DEPTH LENGTH ~ v / G ~ RIGHT WIDTH W1DTH
ee I~ ~ I I I I I ~ I ~ / I ~ I 1 _ _ ~ ~ / ~ ~ ~1^T) (FT) (FT) (FT) g AVOCET LANf 14+00 L 30.2 15.1 3 4
I I , A I I I I I \ I I ~ ~ I I ~ / ~ i9 ~ ~ ~ ~ ~ A .1__ I ! / / ~ ~ ~ BETWEEN
I ~ 4 ~ ~ I ~ ~ ~ I I / \ ~ ~ I I ~ ^ I Q g I ~ ~ / ~ / 1 BRADFORD P1ACE LOTS R ' G D, 5 3 10 10 AVOCET LANf 14+ 11 R 28.1 14, J 3 4
\ ~ I I `b I ~ 270 ~ 6 / ~ / ~ 170&171 / ~
\ ~ I / ` I ~ ~ / i ~ ~ 290 I ~ ~ \ ~ I ~ I ~ / BETWEEN 11 AVOCET LANf J2+74 L 17.3 8.6 3 4
/ 2 WICK COURT LOTS R '0 0.5 3 10 / ~ ~ 0 177& 178 i2 AVOCET LANE I2+75 R 17.3 8.6 3 4
~ ~ I 1 ~ I I I I I 1 \ I 1 ~
d vv ~ 1 1 1 I I I I i I i ~ ~ v v 1 1 1 1 I v 1 I I I i I ~ / P BETWEEN l 3 ARABELLA LANE LOTS R 10 0.5 3 10 13 AVOCET LANE 12+97 L 30.2 15.1 3 4
~ 1 ~ ~ i I ~ ~ i ~ O v ~ 1 ~ I ~ I I I ~ I I ~ \ 1 ~ \ ~ I I / ~ 195& 196
~ A I _ I I ~ I ~ ~
~ 1 ~ - _I ~ ~ - - / O 14 AVOCET LANf 12+96 R 33.8 16.9 3 4 O AVOCET LANE 13+00 l ~ 4 L 0 0, 5 3 10
ro ~ ~ 1 I r A ~ ~ ~ o \ r G 15 BRADFORD PLACE 14+60 L 28.7 14,4 3 4
z 1, ~ 1 o ~ ~ ~i ~ V ~O 1 . ~ r
AVOCET LANE 13+22 R ~0 0.5 3 10 5 16 BRADFORD PLACE 14+92 R 52.7 16.3 3 6
~ i \ \ ~ ~
~ ~ \ V it
i~ ~ ~ 6 AVOCET LANE 13+70 L '0 0.5 3 10 17 wiCK COURT 13+24 L 27,5 13,7 3 4
o ~ \ 18 WICK COURT 13+41 R 29.0 14.5 J 4
~ ~ ~ MIN. J' DEPTH w ~ 5 ~ 1 7 Avocfr LANE 13+83 R '0 0.5 3 10
G: ~ ~ 4 19 ARABELLA LANE 12+15 L 27.5 13,7 3 4
O O BETWEEN
0 3' WIDE BOTTOM a 8 SHETLAN STREET LOTS R 10 0.5 3 10 20 ARABELLA PANE 12+14 R 24.1 12.0 3 4
0 o: m 224&225
~ t11uNt DRAWN BY: RF1/ t\Ifl ~wlclnr,l nrcr~I~TinNl nnTn CNiclt\ICCA .,.t ~CAIT. r]O(1 ICnT.
M I\LV IJIV IV VLJI~I\II IIVIV V!'11L LIVVIIVLLI\ ```,`\~•~~0~(~~r, VLICIVI. r- RVJ CLI,
JCH/AWH DENNIS RAY BLACKMON, RLS `LS BROARHOOR
o FES$~QN••. ENGINEER: CL J~Q~ 9 -
Q SEAL i LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPIN( JG • MAPPING
J 21084 z •sw, ATE; 1023C WEST MARKET STREET - PO BOX 1401 SHEET TITLE:
~,9'~ FN 1401
•,'L . NE,•• o •~~°R SMITHFIELD NC 27577 PHONE. [phone] DWQ SITE PLAN 77 -3490 HORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG SHEET:
F l _ 1 1 1 100 N/A 10101/03 03-27B OF

OUTLET PROTECTION ~y~~ CULVERT STATION LENGTH PIPE END 1NV 1N INV OUT SLOPE y~o STREET ~ ~ Dl/a TYPE TREATMENT FT FT 9~ STONE CONSTRUCTION SEQUENCE FOR STREAM CROSSING
SITE "~o # O O ( ) ~ (FT (FT) (FT) CLASS
TAYSIDE PLACE 17+28.96 44 18" RCP FES BOTH ENDS 216,85 274,67 4.96 12 7,5 24 B/1 .p S~ 1 1. INSTALL TEMPORARY SEDIMENT TRAPS, .LEVEL
!s 2 TAYSIDE PLACE 19+04.97 56 18" RCP FES BOTH ENDS 219.19 276.37 5.03 12 7.5 24 8/1 SPREADERS AND SILT FENCING ADJACENT TO STREAM
CROSSING. TRAPS AND LEVEL SPREADERS MUST BE
TAYSIDE PLACE 23+51.17 60 24 " RCP F TH ENDS 262.23 260.78 2, 41 20 12 24 1 3 ES BO TSIDE OF 50' RIPARIAN BUFFER. OU 1
4 TAYSIDE PLACE 30+57.17 60 24" RCP FES BOTH ENDS 252.97 250.84 3.55 20 12 24 1 I
~ 010 5 TAYSIDE PLACE 34+55.86 52 18 RCP FES BOTH ENDS 256, 54 253, 91 5.05 12 7, 5 24 B/ 1 SR S 2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE
R 15pg 6 AVOCET LANE 13+46.21 80 4 y61 CM-ARCH HEADWALL INLET 221,62 220.57 1.31 50 30 30 i/2 RIPARIAN AREA. ~ 1 i
~h (2 PIPES) FES OUTLET
~ 7 SHETLAN STREET 10+21.00 76 18" RCP FES BOlN ENDS 245.38 240.90 5.90 12 7.5 24 B/i STALL CULVERTS ~ J 3. IN > ~
'P ~ ~S ~ 8 SHETLAN STREET 12+85.67 44 30 ° RCP FES BOTH ENDS 237.76 235,12 5.99 30 17.5 24 1 I
CULVERT DETAIL TABLE / 4. ENSURE THAT SILT FENCING HAS BEEN INSTALLED I
VICINITY not to scale DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE ~ I
**NOTES** 1. PIPE LENGTH INCLUDES PIPE END TREATEMENT BUFFER. I .5 I 2 I r;l
2, SEE EROSION CONTROL DETAIL SHEET FOR LEGEND 5. FINALLY SEED AND MULCH SLOPES AND ALL I ~
SPcCS ON INLET PROTECTION ~ DISTRRBED AREAS. I I
RIPARIAN BUFFERED STREAM TYPICAL v v v v v o ION 1EItltA !A LNRI! 9 ~ o ~ 19 1g
TYPICAL ROADWAY SECTION Q ~ I\ 6
60 R W
O 9 2~ ~ 2~
ion 1lwRA ~ ~ I 1g1 1 ~g ~ 1
I 0
nar a wAr AroUEO[A WWIDEA ara ara ~ ~ ~ 2~ e \ 5 oti
® 8Li RNCE e' r r o' \ 5o i 6 Q •ser~~ /
F00T ~ 0 ~ 2
YM 1,1 AOiE ~ ~ ~ ~ ~pE x+ _ / ' ~0 / 2
~1' B" COMPACTED ABC STONE AND t 1/2" I-2 ASPHALT r wTrou g o ~ ~
20' 30' 30' 20' x, y~E LOCAL RESIDENTIAL AND COLLECTOR ROAD 1 pti ~i~ Ili 2 .y6o' ~5 ~ ~ ,
OUILLT ZONE 2 ZONE 1 ZONE 2 N
a~ra;Lr ~ / ~
ip ~ 1EIPORARY DIIIIFRYON Zone t ox~raw / ~
20' Limned harvest/10' Undisturbed °a_s ~ 2 ~ 2 ~,5 ~ ~
- A LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET OF ~ ~ ~ ~ g5 ~fVEL ZONE 1. THE FIRST 10 ' OF ZONE 1 MUST REMAIN ESSENTIALLY UNDISTRUBEG. 1 5 ~ i 1g ~ ~ ~ ~
i ~ ~ ~ p3 ~l 2 2 '0 ~
~ -ZONE 2 IS AN ADDITIONAL 20' ON EITHER SIDE OF THE STREAM. ZONE 2 20 o / 2 ,o ~ ~ ~
~ MUST HAVE A DENSE PLANT COVER. FOR 80TH ZONES, THE LANDOWNER OR 2 ~ • a ~ • \ ~ TRAP 1 / ~ /
CARETAKER IS REQUIRED TO KEEP THE LANG UNDISTURBED AND REFRAIN FROM ~?SO USING FERTILIZER. NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. j \ / ~ 11 ~g~ ~ mwn ~ ~ ~ it
n i \ ~ ^ 26 ~ m g~~ Ei~~ 2
PD ~ PEJtl1A1lNT gVElllDN 1 I i /r~`~.~~ SYT~ m m ~ U ~ ~o~ • P ~E ~~I d ~ y0 ~ P~ i I
~ ~ ~ 1 ~ ~ , / p10 ~ ~~il ~ i
q~CK DAY I / ~I 2~ ~ i l TRAP 1l / ~,il 11
3 ~ 00 TRAP 1P V ~ ~ ~ ~ I GhEpPAW I k q ~ 11
/ N ~ ~ i ~ i~~ ~ ~ ~ ~ 9 ~ ~ a~or uw~' ~ ~W 15 ,I
~ ~ RI pq OPE ti ~ ~ ~ ~ N ~ , ~ ~ ~ ~ N SP ~ ~ ~ BUFF AC ~ H m ~ serer ~ ~ 2 ~ I ~ a ~ 1 1 i1
W ~ ~ ~ _ 'I U •ob ~ ~ oPOSm e• c~Arm- stwER " ~ i ~
~Z., - EN O 16 1 ~ r PART ov rrus PROUECT ; . 1~ ~ ~ max a ~1~E f ) ~ ,
~ Is ~ / ~ ~ ACE 1 2 Np,GE F ~ 1 j , pf~N 5 i~ i l 1 t
1~ / ~ ~ ~ '1 /2 ~ ~ USER ~d 1 2Q' DREAHIISIDE OF llRf~-.~ ~ ~ , / r+s ~ 11 1o EA _ \ lwL'~nsmewrae~Nlrs~ TYPICAL ~o ? ~
v-/ IA ~ ~ ~ ~ ~ ~ IPA ~xi \ ~ rP,wra~n,KS ~r.~ 0 R - I ,A98~A0.eiPY 1~ ~ Help ro 1 ' IPAR ~ ~ new8 BUILDING ~ ? 50 UFFER 1 ~ ~
i i~~ QSEpPhW 1 •~~-fin-- ~ QwtiPANTYSfME1P 9~`~ FOOTPRINT 1 ~ ? ~e - _ _ - ~ I ,
/ APAP !7 ~ lEtif( - ~ , r - ti
/ ~E~i~E f8 ~ lE1fl y. r 1 ~ I i 1 ~ ~ ~ 1, ~ t ~PPeox 1 ~ ~ ~ ~c
/ .i ~E of 11 ~ ,s~Aaor s I / ~ ~ ~ I~P5i0E ' 16 ~ / g \ ~`y~~i / I 2p ~4.E~ ,I FLfV.. ?II. ~ ~WPgpX ~
F~ ~ 19 66 e ~ ' ORN / ~ 1 a ~ ~ ~ ~ ~ / ~ s
~ 26 .~v io 60~ ~ 1 1 ~ / ~ \ 2 ~ 3A, f0~ FACH1 SDE OF LINE \ ~ ~ I ~ ,~AaEe 11 >,ew ~ / ~ ~ 250
a~araW ~O~ ' ~ r a~ k ~ i
~~E• nPAP 1s ~ ~ 1 ~ I cE 0 ro Q ~ 5 ~ I 1a I / J .
I i~ 11 / a ~ 16 I ~ _ A Ol \ ~ ~ ~ / X61
i ~ ~ `c?'. 112 ti ~ / ~i ~ - \ / ~ P rr~` 1 99~A1?flPl lE1S \ ~?pl o~'.,~ / V' / 1g Q 99eFALiE1P S \ ~ - _ _ 2° CAL ~
/ I ~ 3LrfFAC~ V h 18~ ~ 1 1 ~ ~ o R~ new ~ \ \ \ ~ , ~ ~ ~ Zo ~,Er,
s s~r/~aE 1 00 ~ ~ ~ ~t i~~ V / /
~ I D:2 \ i \ 0 1 ~ ~ / ~ ~ er ti~SE \ 1 ~5 1 V /
P ~ ~ W ~ I I 6g ~ ~ . s 1~ 1~5 61 ~ ~ ~ 5 1 \ z ~ 1 T 60 1 ~ 2 v v
Q~ ~ I I ~W 1 1 m~ I a~~ ~ 1~~ `~~e ~5 I > 11 ~ ~ ,~r~' 8~ ~ W a ~ 0 srr~ \ ( 21 \ TEMPORARY SEDIMENT TRAP TABLE
J~ I 1 qma ~ 1 W•o69 19 mwaewr ~ T 1 1g~ mQ ` \ v \ ~ e e \ N~1S ~ ~n~ • ,~,~t~~
1 I a ~ a ~ s~r~cr' ~ 1e'ap ro apt ~ d h" s,~„N;, T YSIDE P ~ ~ 1 1 0. N ~ LA E ~ a O • ' \ LEFT TRAP DIMENSIONS ~ ~ ry \ \ TRAP STREET STATION OR WEIR
60' PUBLIC R/W 20' PAVEMENT ,pET~ ~ 1F11°g644Y ~C 1 ~ # RIGHT FT fT FT LENGTH
scram ~ \ , DEC 0 3 2003 \ \ ( i TAYSIDE PLACE 17+I7 R 16,8 8.4 3 4
~ 28 N S'a~"~y.~` ~~i N I / 19 \ (15 ~
I I / o ~ ~ o o - o W W \ \ \ WATER QUALITY SECTION 2 TAYSIDE PLACE 17+40 R 17.8 8.9 3 4 w \ \
g ~ o ~ ~ >o m ~ ~ m I 1 16 E, m~ m ~ 1 \ ~
6 EA5 ,nom new a ~ ~ ~ ~ ro~ ~ >a --W~~,., o 1 , ~ ~ m m m \ / J TAYSfDf PLACE 23+40 R 21.8 10.9 3 4
1 a~ ~ ~ a ~e m ~ m \ 12, 700SF of Buffer m m ' ~ \ ~ Im act and 600SF of Wetland ~ ~
/ 66 165 16 \ / 1 162 61 !p ~ 5 ~ / P 4 TAYSIDE PLACf 23+62 R 18.7 9.4 J 4
\ ~ / 1 1 6 gg \ p 16 ~ 1 1 5a $ ~ \_i \ / Impact and 120LF of Stream ~ / ~ ~ \ , Impact
Y y1 ~p O 5 TAYSIDE PLACE 30+46 R 21.8 10,9 3 4 ~.J
1 ~ ~ APAP? / / 56 ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ / LEVEL SPRE~~DER TABLE TA151DE PLACE G~ ~ry
~ ~ scr~wx .~r~ I / 6~ \ 6 30+68 R 16.2 8,1 3 4 !J ~ / -
~ ~ ~ / I ~ / ~ LEVEL STATION L•:FT DIMENSIONS W AVOC LAN SPREADER STREET c)R ENTRANCE END 7 Er E 12+s2 c 21.s ro.s 3 4
V I i ~ (FT) DEPTH LENGTH RhNT WIDTH WIDTH ~ Q~
------ems a ~ ~ _-_____-r-------r -r ~ (FT~ (FT~ (FT) 8 AVOCET LANE 12+75 R 57.8 28.9 J 6
\ EIS ~rs~cnav ~T- I I I T_' ~ ( ~ ~ .J
~ • ~ I I~ ~ 1 1 I o ~ I I I I ~ -T--__ ~ ~ BETWEEN IO I _T ~ ' 1 BRADFORD PLACE LOTS R 10 0.5 3 10 9 AvDCET UNE 14+00 L 30.2 15.1 J 4
\ ~ 7l I I i I I I I~ I I ~ ~ 170& 171
~ ~ I i ~ \ I ~ I I I i I a~au s~c~ar w I 1 ~ I ~ ~ I ~ 1--- ~ 1 l BETWEEN 0 AVOCET LANf 14+f l R 28,1 14.1 3 4
9 ~ ~ 29 5 9~ I I ~ i ~ 9 I I \ I 0 0 I ~ 70 \ I ~,p I g I ~ ~ 2~ ~ I K COURT LOTS R 10 0,5 3 1 ~ ~6 I ~ 2 wC 0
e" / \ 79.0 ~ I 'W I / 177& 178 i 1 AVOCET 1ANf 12+74 L 17J B.6 J 4
v~ I Y I i ~ ~ BETWEEN
1 290 I ~ V I I I I I I V I I I I I I / 1 ~ 3 ARABELLA LANE LOTS R 10 0.5 3 10 12 AVOCET LANf 12+75 R 17J B.6 3 4 ~ `b`~ 186& 187
0 I I I ~ I I I ~ ~ \ V 1 I A I I I I ~ ~ ~ P
'I 1 V A 1 I I I / 0 V 1 1 1 I I I I 13 AVOCET LANf 12+97 L J0.? 15.1 3 4
~ \ >v~ G~- A I _ i I I I I I I ~5 ~ 1\ ~ \ ~ I I I ~ / \ 4 AVOCET LANE 13+DO L 10 0.5 3 10
~ ~ \ \ V A I f I I I I I ~ \ V ~ I ~ - - I / 14 AVOCET LANE 12+96 R 33.8 16.9 3 4 Q
~ ~ ~ A I ~ \ \ \ y ,gyp 1 I f ~ 5 AVOCET LANE 13+22 R 10 0.5 3 10
~ v v , o ~ ~ G~ 15 BRADFORD PLACE 14+60 L 28.7 14.4 3 4
~ 0 ~ \ 1
0 0 ~ V A~ AVOCET LANE 13+7D L 16 BRADFORD PLACE 14+92 R 52.7 26.J J 6 6 10 0,5 3 10
~ ~ \ 1
~ \ \ \C~ ~ / \ \ ~ 17 WICK COURT 13+24 L 275 13.7 3 4
ro i \ \ 7 AVOCET LANE 13+83 R 10 0.5 3 10
~ \ \ o \ MIN. i' DEPTH 18 WICK COURT 13+41 R 29.0 14.5 3 4
1 v S ~ BETWEEN
~ ~ ~ 4 8 SHETLAN STREET LOTS R 16 0.6 3 20 19 ARABELLA LANE 12+25 L 27.5 13.7 3 4 215&216 c
o - 3' W1DE 80TTOM TAYSIDE PCACE LOT 168 R 10 0.5 3 10 20 ARABELLA LANE 12+24 R 24.1 12.0 3 4 L,}
0 a o
m DRAwN Br: PROJECT:
nnTr CnIhINICCD _..~uu. CLIENT, ertn nni ~rreee n~e~ ~o
REV. NO. REVISION DESCRIPTION ur l LIVVIIVLLI\ `%Owl ran nC:vaC:Vd %JIvLi BROADDHOOR SECTION 8
CARp i, JCH AWH N 1 ROTATE AND ADD LEVEL SPREADER LOT 168 AS PER DWQ COMMENTS 11 20 03 .J •NN y
kiss~ ENGINEER: ~ ~ 0 0 i 4:
n a t INSULTING • MAPPING
SEAL, LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • 21094 SHEET TITLE:
1023C WEST MARKET STREET _ PO BOX 14 BOX 1401
y 'H •..GINE~:• a SMITHFIELD, NC 27577 PHONE: [phone] I o a, ~ - 9 3 4 - 3 4 9 0 DWQ SITE PLAN HORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG SHEET:
~0 3 1 100' N/A 101011 03 03-27B ~ of 1

UPSTREAM END OF ' {
OALI DRAIN • Sl
c~Tn~ ~I~ ~ }'~'j~+x
• ~ Level Spreader FENC.~ IIA+++Q`~"•"' . . + 1/A PWE SILT
~ ctlon Cross Sa Frr~' ';r• I bIMYrIN~MlIw 1MNM1 . • • ~ ~ t ' •
w~ryp~ppwrdipW r "r rw s s• i,,i . kwlallaU011 NOT1+r~~ f ~"~n~wt.~wtr.rulWwwwwrwgdrMrrlM w...... ........b • + •
8 Muo V t-~-+~•~ u. NS CQ P N~j?iwww/Mrp1~M~IMIMrMNNK - - " r ~.a ' j ~ •
~ TRA ~ maw TF,~iPGRARY _ TrwKIMIK(raltlicYwlf.l~liWlMwrwrrrlMl « . pw s~ I j MWIr RI .r • . BURY B01TON l 8•-. - I rMMw iaarrrw W 1~ taMGrIM~ pMIW1 . r' r w .M r i ~ ~ ~ w PL - vr'
' P (jg _ ~ wpm - e' - - ATER ~T - AND STOR~W min - GRApiNGPERD?~lT Ir min ~rrtMr9 ~ ~~!rr~ ~ ty~r~` .lyw ~ ~ OP 1WOPP 11= =~1' I~r, rot r.rr rsrlt..lr rrl ti t?NiM~1M rw ww ~ y k ' - - - - - ~ •
1, OBTAIN 1611 ' ~ 'min ~ 1! - I : Ilh =1 IIII- pl' - --IIII-III Nw~rwM~rwrw~r.wrl~r o ,
r ~ III = I I- ,11-= q tW' eN~~dM~ ! STORLI ORAIHS 3/A' EXTERIOR P4TW00 - wrwrlwuAk.w~rf Kw~NI~ .ALL PARTW.LY COYPLErfO 60oall0a {ocW MiY11111 W1 pgpTECiEO AT THE END Di '
G ACTNPfY,'1'HE t.l~ ~ a'o""°' II V I1~~ ~ II - DISTRUBIN ~ i~ ~ GINNIl~iG ANY LAND T AEFORE ~ AGENCIES) THA 1~1111„~II ~ ¦nlNwrIMIMIN ~ sHALL BE "I II YpY1Mrrb~w~Wlt+MUIWW~pMprM ~ pAT W ACGORpAMCE WITH THESE STEEL FENCE
~ THE AC~iCY cu ftl acre 6 tt SHALL NQITFY A'~ 1~ , ~ B• min G~ ~ AS T4 THE D ti' TMAralir wy,Npar. ttINMrM Aft POST (NP.) uPSTRENt END Of .Yall~i't~IKt!WM~awlwrrr'~ rMll~~„ 1 S1oR11 oAAIN ovEArWrJ ,
ATBAPERD~Tf( mex ING A~1 STOP ISSUED THE GRAD ~j~(~~ Level Spreader (not to scale) rw rw M lrwl~Nwr~twOMIM W'N ~ ~ r
MMMN`• ACTI~ THE I,AND•DISTR N. 7bwwlww~~r~rrw1ly+MrK~IrlSllrrirr+rw ~ w a... L~wa~lawr~~wlu~r.vr!,N~.la.wh•ru.~K~ ~ r'ww I I
UAL SF~CTiQ R LAND , uwttrrplWrldaMlrrwMMlywNlMYur1 ~or'PpM 1`:"°,.... I 1/1 PIPE i. Tt+i+ IW I i' 1 OWtf1EA '.Trensilbn ~1w/r'KMwMpaYwrr~ I ( I
*5100 Filter fapric vwawea „ ~ wo rad~ NC 919.571.4700 919.91SS ~ tIQf1 rod/ • I r.rr • rY+~ tL"i' ~
ATERA~!b~T$A Gf~ 13AG ,Ir, -r'.-,-. `~"w ~ i ` ~ COUNTY STS • ~;y ~'~yv CoDWUgbn Mr111WdlKrwrw*'rrl'~ rrwMrrra ~ ~ y urdwwraP~' ,
TRUCTIONENTRANCE, :~~,,,.'i~•r+"',+ V y,,,„w ~ Yom' rwwarlrrw MJWWwrwlrw.N' . ~ I. ~ , .4' ~ w y,` y, L ~ftw rw?ilw t~ r y ~ ~ r~pM rh RINK r WA5HE0 STONE FILTER
Y GRAVEG CONS ~ •r y ~y;.,..,,, ~t' ~,w y' r••" INSTALL T1EMP0~ S OR OTI~R 'w 3' G. SEDD~ENT BASIN I M y,r...r. « w ~i Y ~ r ; ~ y r+' 8 5 SILT FENCIN ororlw s ~ ~ ? ?r y i• vb Stabilfs•d ~ .M. / a Y a~yK~ Ir M~~ ACROSS PY'I: QILEt rywyy„" A" IIOpr rlrlr{rrl~I~K ~ NM~IIIM1M1rM - -
Y DIVERSION ~ PLAN• t Des .s'' , r ~ a+.. +~+y. y s TEb~~ Tip APP80VED ~ Z1 moot y r'~' ~L W w» ~ ~~~p~~ ON for iNW r rd~ ~ , ~ 11Q~~1aV+w+~+ SHOWN M1Uld ~ ~ r > • w' ~ w . v r ;i ~ 14MM MPrK•MrwrM~N Mw' A ,
N CONTROL ~n ~ s,~ ~ .w y mEYICES ALL ~iiW+~ IOp ? WldlltWhld w LY` r,IM W~ L ~ ~ } Y y ry~?rrM+ Ar11/ a I ' ~ } Y' d rWa r rpriF ~ d kw tpK? M 1 1 t 1 ' I HAAtAyWE CI,DTH
1 l ll min I ww ~ r. „ . < ~ a ~ i T~'I'Y ~ I i i. * ~4 , w.• y, ~ r' , w ~ 1 ~J L Y',r Arr1 irKrwK ~w r w t+ra qr, wM ~rw i ~.r ~ IKlWlrb K t~ NpMllwdyMw r .14 I ( ~ i , r~iMMq,rKMIIWt~~KIPrI KM um i I u u ;
Q~S, LANA Q 1 t1 er w vk r~ .1 N OF LAND I1FS t. 2 olds Em pertcy w, r~ .w w w. ~ ..1 I ii ~ I * yq ~
919571.4?00 DT~ISto ATE OF ~ ~ 4. CALL ~ Y ~rnax bypail w.r ,u, +'t" . d,.~., y° w +4. wr QN ? ~ 6 tt w 1~ 4 .f I• E~AI~IG~, N~ a below y, w ~ I >w o„ ~~I~IIq~ilA~ U e 11 ~t• r~~ " ~ I' w,yq,M
$ECTION~ ~ v~ mWc IiU Filter ~l 1.1 ddo AbPe seined lop ,d y,w' r. w' ~ w I
CO~i'L~~' I tc I Naltusl tIN ~Y of dam
IIEVICES AS NEEDED• wow ~ TA~ , G ANQ G~1J~N S. BEGIN Ci.EARIN 9 n
RODG~I GRADE ~ - min
I T ! 1 P TECT INLETS WITH SII• . ii
SHOWN) ~ ~ E tion TAw,, STORM SEWER $tQne Sec 6, INS ROVED DdEASURES AS I
~ OTIIBR APP T wdnwnt trap. . , , . _ IAIENTT~APS ~ uroa,~lr emporsry . FENCII~ ~ ETC, p8 cT~NGAUA,D~IG~, I. ccl~
WN QN'~ PLAN. ,
I GRADE WITH ' ARE HROUGiTT' UP TQ
T STTB AS Aii~AS 7. S AEIIJ~E ~LU~c~,ETC,
TION PAYING ITT 11TA
ARE STAaLiZF~ RACK CHECK DAM LETS AND ALL AREAS
CANSTRUCTiQN IS COMP . WHEN VE . - CALL~OR'E ~Y, N PROTECTIO
- T DRUP INLET . FABRIC
Y DNF.RSIONS. ~ VED REMOVE TEbIFORAR A , Slake
9. IF STYE I,S APPRO AVE ANY ~ 1,5 ETC. AND SEED OUT OR P $Ep~NTHASIHS, ~ min x 4 r ood frame 1 2 w
~ ON POND A18RRETENTI . ANY S'I'ORbtW M T~IGBARE Aa,EAS To s ~ I REST RECOxsTRUt~TED . T FaGric
R~P,MQVED) ANA CLEANED ($1T min SHALL HE . 'gyp ON PLANS. ALL . ING AND MpTTINC ~ t.6'
TIpNS AS NO INSTALLATION ANA YOLUDI~ SPEA ~ , ELEVATION SUf~iAS oducts des,gaed ~ ISTALLATION OF NETT led ~ accordance with max uld be Instal ' acts designed to control erosion alto ~ as;t ~
CONTROL DEVICES i~ EiIASi4N ~ ~ • a GPI~MAN~ $E~IA~DI ma„ufacturer s,ns od t. roduct 1~ ~ ~ I ' . An matarblactke tYPeP arlufacttuer s instructions Y ace whero It u ap- ~ II Is?II 4R:
1NSTAL~ NOW Filer ould TQ~SI t lch sh I At'~ uve mu , ' cover of at least 3096 of the surf .•C., 3' a~ Ye mulch should provide
~ fabrip plied. Installation is 6.14x, min rltll,;~ ~4t ' . Installation is illusttatcd to Figure . I I . _ . . I I I I 9uried labric
AISLISi~D• CALL FOR ATION HAS BECO~ E$T la y~i YEGET ~ . II II ! •
i #4 VE}. IN6P8CT~N , ~ ~ i • I~ U ~ I
N.
OF GRMi' AIN A CERTiFiCA'~8 ~ g )1 OAT Class 1 or .
Erosion Cor>trd N Drop inlet with grata
A~ATIO • Fla P sane S~~DB .:,o...~ ~ min
?'1 24"max Frame
31NCHRS AEFA OVER ADVERSE r Ait8A6 AND SPREAD TOPSOIL ~ Filter at cents 1, CI~SEL COMPACTED ri , - y . •
~ tab c q~iDITIQNS, IF AY 1 I, C
bINAiD II •
~ TITS ENTIRE AREA TG Section A•A Gather •
OTI~R OiBSITIttIC'ItiQNS LEAVING _ ~ - ~ _i . _ _ T- _ ALL 1,0068 itOR(. ~ - . 3. REMOVE . excess at toners
Y Si1ROGrT~i SURFACE R1~?SONAI~L i ~ ~ ~ •
TE UNIFORAQLY
AGRICiJLTIJ$1?L LtA~ T~ 4,, APPLY
St~G~A~+RW~ . , ~~VVTTE albs ~ _ _ .
Y UNIPAfW VERSED, FIiD4 ~ TII.LAQB tAi1'!L A WFLL~JL eels, roll out strips cf netting paralle t . In than tective mulch. , er the ro TL T PR '1'ECTI N
Dlsl'~'AI~R it on of flow and ov p STONE OU E U Q d ecp
' AND COVER SEED s e
A FRESHLY PAEPARIrD S~ ' $BED (1S0 L95tACRE1 ON O, G TI$ACY?A~S'I CUG Pi a Outlet to Flat Area- 1 '
Y WlTB ' p Pipe Outlet ?o Wel1~1911ged No Well~efined Channel Channel ~ ,
ANA ANCHOR ~ 'n to - p, A+D~DiATE~Y w ~ ml p ~ 1. L R LENGTH OF RIPRAP APRON. ,
' ORRESEirDiNGS 6" fraapoard I ii ~AisiE NECESSARY aEAARtS ~ Anchor ~ netting ~ 2. W ~ WIDTH OF 1t1PRAP APRON ichor' netting in / 3-------- ~ , 3. A = AEP1'li OF RA'RAPAPRON , ,
R~SPBC'TALLS~EDEDARRAS~ 609GDAl~ACED~ tea out •~:.r:'•~• 1 I I a nGh $ IF STAND>SONER S p II ~ a 12~nch tr6 12•inch trench ; ado a A wELI, EFINED CIiAI~u1E1.'EX'Tl+ND TIIB ' • ' 4. INA D ,
PLANTS , Ta~• q WPDIIN'iNE ARID iG RATES, or fill BERTILIT~R = 12•inch APRON UP THE cIiANNEL 8ANK3 6" AAOYE Tt~ ~ .
~$TAf3LIS11 sop i T1~N'I' AND I ? ban hprin d A WH1C YER 1S ' . over ap Jotn steps y, G 9 o A PIPE OR To TOP of aANK, Hi? LE3~, • ;
ON LtitAR+~iBNA~ T~? 2:1 sa ' T COtdSERVATION II~tPRL"l'~ Re CQNStIL ABWS~D• or f . . - _ overly tng. S, A FILTER J3LANKEF OR F1LTF.R FAaRiC SHOIIJ"p,~ , ~ T 901J;; INS ALLED BETWF,EN THE RIARAP A1~D
(apV~t IS F~ FFR'I'~ A , • -w FOUNDATION. •
'P .Ian
~ . . - _ _ Plan
~ Y SOILS) • • _ ' - Ls
SlAC~ W A'A ~ TII6tAL L11rI8STON6 ~ TON . ~ • r o ACRICUL ~p~~ B' uAX. ~ , I
1,000 A•M~ ~ 10111lJIO ~ ~ Y II l 11= ~ 17~~ d_ ~ q d.a
r'pp , ACRE Z(1Yi, ANAL SiS 1 g1~~,I;~Q6P1111T8 ~MM~•
• 51~AL1: GiRA1~1 STRAW CompacteC sod 2 o it~+CR -1 TONSlAAIB .min I I I ~Fllter ' Section AA , blanket ,
T Few ASPIIAAL ISkR'i . VAIN. 12 1 /2 GA• I
hIIN. 10 G .I MEDIATE k: I o ( I
IQNS ~ WIRES C ~ T II lit uNE SPA TF ~ I III I _ IIII II I ~ _ I i I ' : I Section AA , ~ 'yl g IVY
II I~ ~ ~ I U lll( II GRADE Filter
i Y SEBDINQ s' tyP~ru 1 T'?R e blanket •
•AYE( ~ I ~ WIN7P.R.
SEEDING Coarse aporagate ~ . ~ 3t1 ma,c
_ ~ i ` TAi~ ~ to"min Fto~ N
I'i~ ~I _ . . u,, , j , ..I . ORARY SLOFE DRAT , TEMP , 2
T C - - - • a .
p~ G"TI T~ S Q~i. ~ IDi Y RONT VIEW Oivetsnn min -?I Island over inlet ~ ~ STEEL POS ,:a,'. t':.r' 2''t I tJ.d
I Q T i • <~;,,3:1 1.5' min WOVEN WIRE FABRIC ~ ,i;;'t+,ai;;a.~r u.. ~ (r I own stakes ..t4, ,ti ;~rca:: ~;4;, T
~•-SILT FENCE FA9RIC Nod .I'•: _ _
~ . • ~'t IIII=III I _ i ~ -.=ul- - ~ ~ ~ ~ I L- I- ~ I~rl
• ~ ~ I ~ ~ It lnlel - II=1{ -IIII-~ ~
pp . FILL SLOPE tG' spacing I ~lil~ II - -r -iTT' ~ G~
r Gra ~ Z ' a _ , o Ir' C~ ~ I ...t
de ~ r ion rid e ' 2°(o I~IVe ~ ~ I ~ `fit i r a la tic -
~ r ~ so s n GRADE ~ P s `b III - corru ated 'a, I q IIIi~
' q --.L?lll I< t ~ Rubllc roe p1pe ~ 11 = tl d T ~ ~ :NCE' ONLY WHEN DRAINAGE AREA I 6" VrIIN. COVER OVER SKIRT' I
• 0 5 a, - USE SILT FENCE' ONLY wHEN I I Il. Geotexple I UI II DOES NOT EXCEED 1 /4 ACR EVER IN n~'~~ i :XCEED 1/4 ACRE ANON , ' --1~r
1~~= - NTRATED FL 1 ~ ,~,.II I ~ OF CONCE labrlc ==-~III_~ ~ r~E~s ~ I 1111 ;ONCENTRATED FLOW a KIRT AS /wt~I ANCHOR 5
~ ~ FOR REPAIR OF SILT FENCE RECTED 9Y ENGINEER a _IIII Toed a'mn , I OF SILT FENCE ~ StablUz Q ~ I ~ ~ Iwulany : ~ ,.r r; • os min ISE N0. 57 outlet , ' ? ~ '
I _ - - - ~ FAILURES US N WASHED STON ~ 9 I~ I l I I- crony ~ t' inn
s~ i - ~t ~ ~ EXIT N SILT FE HEN SILT FENCE SIDE VIEW Il r I (illy aaia I II- _ = - ~
ON ENTRRNCE/ FDR ANCHOR wHE s ~ L CON TRUCTI coax a RY GRAV ~ H 6ASIr ~ ~ PORA ~ TING TC TEM E~S ~Z IS PROTEC GRADE EXG PING ~ATCN BASIN• I' a 'min }I ~,~„w^~ ' _ _ _ _ _
G WHO - 2 DIV SION RiA r eta ~ WITH ER - - a9~ ~ ~ ~ , ?ev/I eacuon
Ile fabric , E _ _ P RARY SILT FENC _ STANDARD TEM Q
Gsote~ ~ S ' i e loundation . . _ SHEET N ,
t4 stall z • I im rtant where SCALE
(especial y Po DATE! R ZANTAU ~ HQ I
s is anticipated) w~lnls
1% Nor V 4r -4w UAR
ES DENNIS RAY f RLS • P~ASE ~ EROSION AND SEDIMtN iAi lulu PROJ,
w FILE # NO~~A VERTICALS
4 RAWN COArultwit " Mapping SEAL Lend Sw~roY~ Land Development CONTROL DETAIL SHEET DWG 3 N/A QFi
2to" 1023C NEST U4MT STR=T - P. 0. BOX 1401
NC 27677 ]PHONE: [phone] T~FiELD,
~NGIN
FW W. ,,?umui
DF.WR1PT,