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EXISTING CONTOUR }j o
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^--{s%- EXISTING INDEX CONTOUR HEADWALL 36" RCP, CLASS S.D.
MAY 8 2012
PROPOSED CONTOUR 36" INV. OUT=833.10 312 L.F. ® 2.44% \
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PHONE.[phone] FAX 704.42
BASE BID AND
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ALTERNATE BID www.talbertandbright.com

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LEGEND
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__ .- GRAVEL A�CESS.::w.r` .._^...� .� ...... _.
r ,...
r3 rfr a'r1'
i
r ,
,
'u AIR
+.3 .f
} J3 '<fr it(rf':'ri. f ,
r /r , r,,.f
' ,OSED D
��' A N
• r�'< �o. :l iif'rrr,•'r, f, I_
CONTRACTOf�..S-'� _
/ �111 !,ft ST I�IG` AREA ,.7
ROUTE `, yy
/' :......_ ^ .. .... ........ _..._
- AG
_
M �...
>r
M 0
r .. ....... .....:
.........
N
w _
~
SILT PROPO
SED- ")
ANC _ _
r „F,
OUTLETS-
v.
-'
.^ r
1
4M' :
ROCK
-r
/ fa Q
..
PROPOSED. fTLu
% EN
/ c,1 r t 7 r { ,•r..rg e , ^r,>:' .. .._..,. .. �- •' ..... ...... ....... „„,,. _..». N..w .....,, .,.,,.. ,...w. .....,•- ....... ......, ....,,. �..... ,� ^_. _..._ .µ
F �E'+1�/ROCK`
0 E'TS�":
/ TEMPORARY �, v,,, _
if3 'f i , l:t:: .. ..xr.'�3' j� � .. :',h.ti..[.` '� ...fMY .,.. ,.
CONSTRUCTION } #fr a,;. M :. -~ — - '. ... ...._ _.._ .. ., . _ . _ .... .. _.
ENTRANCE # , ;<,f /{r _lyN:. ... s ...... ...__ .. .
PHASE 1 50' 25' 0 50' 100' 150' uj
PHASE 1 SEQUENCE OF CONS'-RUCTION:
SCALE IN FEET ® �
U
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE AND SILT FENCE 1"=50' ILI
WITH ROCK OUTLETS AT ACCESS DRIVE AND STAGING AREA. THESE 0w
MEASURES SHALL REMAIN IN PLACE FOR ALL PHASES.
I 2. INSTALL SILT FENCE WITH ROCK OUTLETS ON BOTH SIDES OF CHANNEL.
0
3. COMPLETE PHASE 1 CLEAR#NG AND GRUBBING (OUTSIDE SILT FENCE). Ln
4. INSTALL TEMPORARY DIVERSION BERMS FOR DIRECTING 'CLEAN' RUNOFF O
AROUND DISTURBED AREA. MAINTAIN DIVERSION BERMS THROUGH ALL w
PHASES.
z
W
TALBERT&% BRIu"HT
_J
Li
MGNEHUNG&PLAMING CONSULTAISM
CONTRACTOR SHALL PROVIDE TEMPORARY OR 4944 P AY PL.VA BOULEVARD,SUrM350 SHT. 14
PERMANENT SEEDING FOR ALL DISTURBED CHAR NORTH CAR0LJNA 28217
AREAS WITHIN THE TIME PERIODS REQUIRED PHON&704-426.6070 FAX 704.42
BASE BID MID UNDER THE NCDENR GENERAL PERMIT (SEE NC LICENSE NO. C-1163
ALTERNA BID SEEDING SCHEDULES PROVIDED ON SHEET XX) www.talbertandbright.com

LEGEND w
- EXISTING CONTOUR p
—&-�--- `" EXISTING INDEX CONTOUR
�---- PROPOSED CONTOUR
k
a,,,,700® PROPOSED INDEX CONTOUR ® ` , f o y
Alu
715.35 PROPOSED SPOT GRADE N
X U
��"'`^"�^^r��'��"�t-e•�. EXISTING BRUSH LINE fe �
PROPOSED BRUSH LINE JJ /� W Z
O
EXISTING TREE LINE
PROPOSED TREE LINE
PROPOSED CONSTRUCTION LIMITS
-- LIMITS OF f;:, 1' rr r1. _ V)
PROPOSED CLEARING & GRUBBING (PHASE 1) DISTURBANCE
PROPOSED CLEARING & GRUBBING (PHASE 2) COIR/MESH ® ,r•.,'/ , \\ �— W
BAFFLES, TYP r ��ff Jjr
a PROPOSED SILT FENCEX C14=-t
'' ` s //�
PROPOSED ROCK OUTLET
�TSD4TSD4 PROPOSED TEMPORARY SLOPE DRAIN -
/ r` / , / / t /✓/. . 'CCCF •'r,1 fr N
- >TD> - >TD> - PROPOSED DIVERSION DITCH v/�/r / j/�. ' 1 f,f,,1,••,-,, ,:,
- mB< mB< PROPOSED CLEAN WATER DIVERSION BERMAe
' / ''`'fi"1 ' N
EXISTING STORM DRAIN PIPE PROPOSCD %'s v. // //� '/ ' /% ' 'j ' ' w w - � w d
rr�,
' f r �.- F MATCH LINE C
m a M a w <t
PROPOSED STORM DRAIN PIPE CLASSr X fir/ £ // ;i ,1, ' r: ;� :
PROPOSED HEADWALL / f
f SHEETS 17 21
XX CY
fir... �..,:r : f. . w Z
PROPOSED RIP RAP ////// ../ j �`''..r, r , `// J' " �- W
00,
r/�/ 1%1 11 %A / -ram f''q ./ � r Li m o cn
r I! / / ^, i % J''. ,i ; ;• ':J.r J. f fr ,/ ' I— C) W V)
PROPOSED A A I / /% ,. J 1 EIVT T ST 3 0 c� _
ROPOS D GRAVEL ACCESS DRIVE r / // : ., ., i.= /; / 1�,
/���r;�; 3 /.r �!.•^,J.f�!,`' ' ff,"�r, /''�,:..:` —✓ \ / j• Z Y
yf TOP OF---DAM* - 839.5- o o wLLJ
c. r: 4� = �::'f g BA OF DAM = 837 w Of of � _ ¢
// TOP OF POOL0-0­ 838
, %' ✓� �/� . 1 TOP OF DAM WIDTH = --5.....FT.
'
c, r �£ _ .,, ,•J r° {,.' % '!'�' BOTTOM ELEV. 836
£t�` /, ,f f:; j;'1, ,iJr '. J� 'f1 DIMENSIOi�tS:««' `195 x22 x2 FT.. « ,"
° �` 1r' �r jf SQ SLOPES = _ `2:�1
SPILLWAY LENGTH - 5 FT.
r/F'>Il -
f �f.• /J �
/ 'f ft ® t' '' rt i .f r r r 7 '`f ,"f';°,f' •'�'` 1't/''' ''l, k'S^ ... CILEAfF I' ` ».....
APR POSED— NG N
Al
'X";`' .J.a• ✓.YV`• "
J 111
& R'QBBI'NG AREA _.. ..M
1"Iy' ' ` f (kl-I ,SE. ) `, LIMITS OF f' CL
f✓.'' , f t ®
1' C' � t I ( _ .....,.. „.
F ,{; " .::.F�;;::; ; ��; i DISTURBANCE «
,
CC
/ I% %! Ip/JF/ a
cic
f F
M `�'�� `�.•` ' f , «f 4�6 n ` �t E <t r f0' kJ I ��� ` ) \ ` 4,1
'' ^;" r '` J: ' ` �t '�. q1, F �_ i ❑ � � I �kl i�L:E.D 'r:i3�1;%%�fil' .:I~3fF.'��'�li\!Ft
E � STD
ril
'%
TOP, `C3 .'D' 11=, £i:t 'z 849. t ' '`/ 1�
r ,
/f/r ! ta� ,.f1 B'A O=`ffxl , 846 ``'k,� _�.. 1 ,�..... \., W
J,F tr.� ,,' r! .1 ,r :- f xt i E' ,f ,1 ,.)� ._. `\. ..... �v
q r ri ��ll q ' .TOP-.JOF. .'©U-L? 848 '� .. _.....
r, r'OP.''QF DaK�( , i 5 FT. r w ...
-J ;B(T'TC3JaiI ' LE .'/ -3i#ii }'}a 846.5 co
D1 1EN OHS:, r fit,J2,1? 1.5 FT. \. ;�e
,
OIR/MIEN l !' �\-.. ;r f`1 � fFf�\': cc
-SP, ELWXY CEI�IGT:Ii! / ,, ' 2.....FT.. ®/
/'BAFF� '9 YP: 1 � ^
'PROPQSEFD
RIFY RAP T f /'a r : ,is';;°` % / � %`..���f H / «
Lij
rr r
/LIMIT F % SEDI E' T TRA� ST-2 -
�l DISjIURBhl
` ;fF, s/�rr / �// / ,i.�ii�ij ! TOP OF AFC _ v
,
BASE....OF Q,�M"�--, 847
POOL = _. ._ _. ...
1 TOP OF P L --849 U
,X/j%' TOP OF DA I WIDTH = 5 FT.
fir/',: "M % �%.�j j/! �' " ..... .BOTTOM ELI.EV. = 846.5
` l
{r ,rrr'''1 •,� l ' % /��' /////F• .. ^.HAUL ail.:.. i ) i
1� J / O ROUTE DIMENS 16©. 15
' / t l rr ✓r e :f/r/r11r FJ �;l<'r`/•F \ ..l //.�/ ////lF�•.. "
' "."... a
..
1 ION' x2 5 FT.
,:' LIMITS OF _ - \
SIDE SLOPES -2 1
<t`r�; LI SPILLWAY LENGTH - 5 FT.
// DISTURBANCE"«
/ t i r f f'jif iiii/ Ff J f, /r''r`1.} F•-,�'%i I .. „, ,",
PROPOSED L�CALTZER. EXIS Ni'
f
r` f' £'s!,;`; `%f%'`r, & DIME SHELTER AND ` � ..; iz �
fit �'° , '} . f'"l` /F/ < <<;< _. DIME ANTEN \ \„
%l% FF -
r rP �
1/
r `»
.`.Ir�,tr.r,�' ,.�J•. ,�/:rJ' P` i r, r , _..__ ---'" .;� GRAVEL�rACCESS,r-'- i._......a� _..... ..�� .. .
r
/ ;x r� ,:ltl rr r•:;r jr( J' r r I3°/ ;Ic �. ::::. ::: ...f
t 1 r,.r { / _
j F �
� .� f .t 'f;< t,�' AND PAR;KI.N•G AREA
�A""\ , « ; .. ,. -.:e.tt,'y:. ,-•f`'-"..•r "'v.+r+r�,,",,..,..,..,r„•',..,"r'vy:jry « �.__ ......
.,:� r f,�•r�r CONTRACTOR .. --" :���. ...w <�•� ..
/ � I '/'t STAGIfG"AREARbUTE
„i�'rr�r✓ ;->" f' :/` � .."". ,... "' :>'�€� .,«�+/':r'J•,i.�'; r� .� 1✓;"x' " ........ ....... ....... ....-. ,..._.. .,-._, .,»,.
04
r t
/ ;x , £x 1. ;' .� T` ,f, l.•�,�tv7""•lSi � '`"i.: ..S" i<�.`,'f�"..:��i V r ." ,�i' .,r.-"'t' :£�"c�., - ....... ....:.. :..... ....... .....
..... �'w_. >r �,,.: t`;x�. d`/ i 3� ter, F. ., : "..,«� ,✓' f
Uw,.•
...".
^
K„
PRIOP
«
,/ � r r �.,. "��>•,ww:w�,...��•�'a�-�,o ,� r"" .. w. « _« :�« _ •- •« 'FENCE-.-VV-/ROCK. ...� ....._ .: ...' ._ « a
^
ca co
S SILT..
1 :/ OUTLE-TS---
ROPOS
...: _.::�.--�;r-='• °`: 1 FENCE W/RO•Cf�C' .. ',- };- ..� ' .._ _._ «
<c
s ' ; OUTLETS- `- " . �:.. �}" f � " wLu
' TEMPORARY \ ,. f f ' J.`, . ; r,,� �f�k , « -� " - _ ....... ....... _ __ ....._ _..._ ... ._.. « SEDIMENT TTRAPS ST..2._AND.. ST-3 REQUIRE
M r"..
im (9 —]
f a f f....r9•.3�Cx, F .. '-, .". .' , ....... �+ - ..,..
f •-
xlz3 ..
CONSTRUCTION ,. . .:.". _.. -N` b,.:'... _.... -
REPLACEMENT OF STONE/RIP RAP FILTER
ENTRANCE «-'� ' µ SPILLWAY WITH EARTHEN BERM SPILLWAY
,:'
!f /' , :.r "._`•"« ",., ..,z• _��. -'" M« '•,�,.._- « _ _" " AND SKIMMER ASSEMBLY (SEE SEDIMENT
TRAP DETAIL, NOTE 1, SHEET XX)
0 cc
P 50' 25' 0 50' 100' 150'
PHASE 2 SEQUENCE OF CONSTRUCTION:
SCALE IN FEET -o
1. CONSTRUCT EARTHEN DAMS IN CHANNEL UPSTREAM AND DOWNSTREAM OF 1"=50' o
PROPOSED STORM DRAIN.. PIPE AND HEADWALL LOCATIONS (ENSURE EARTHEN w
DAMS REMAIN WITHIN LIMITS OF DISTURBANCE SHOWN)
2. CONTINUOUSLY PUMP CHANNEL FLOW AROUND WORK AREA TO ALLOW FOR o
CLEARING AND GRUBBING AND STORM DRAINAGE AND RIP RAP INSTALLATION. Ln
PUMPING SHALL CONTINUE UNTIL STORM DRAINAGE AND RIP RAP
INSTALLATION IS COMPLETE AND ACCEPTED BY ENGINEER. w
3. COMPLETE PHASE 2 CLEARING AND GRUBBING (INSIDE SILT FENCE). Q
4. INSTALL STORM DRAINAGE PIPE AND HEADWALLS AND RIP RAP AT UPSTREAM z
AND DOWNSTREAM ENDS OF STORM DRAINAGE PIPE. w
5. INSTALL SEDIMENT TRAPS ST-1, ST-2 AND ST-3.
6. UPON COMPLETION AND ACCEPTANCE OF STORM DRAINAGE INSTALLATION AND TALBERT Q`kBRIu"HT
SEDIMENT TRAP INSTALLATION, REMOVE EARTHEN DAMS AND ALLOW CHANNEL
FLOW TO PASS THROUGH STORM DRAINAGE PIPE.
ENG G ING COI�ISULT
CONTRACTOR SHALL PROVIDE TEMPORARY OR 4%4PARKWAY P ULEV 350 SHT. 15
PERMANENT SEEDING FOR ALL DISTURBED ��► C1 'E,NORTH O A 28217
AREAS WITHIN THE TIME PERIODS REQUIRED PHONE:? 2 70 FAX 704.42
BASE BID ® UNDER THE NCDENR GENERAL PERMIT (SEE NC LICENSE NO. C-1163
ALTERNATE I SEEDING SCHEDULES PROVIDED ON SHEET XX) www.talbertandbright.com

LEGEND W
" EXISTING CONTOUR Q
-'� J--- EXISTING INDEX CONTOUR
--'� PROPOSED CONTOUR ® .
�„,700-- PROPOSED INDEX CONTOUR
X 71$.95 PROPOSED SPOT GRADE r
EXISTING BRUSH LINE J
PROPOSED BRUSH LINE
f / I N
' W
EXISTING TREE LINE N_
PROPOSED TREE LINE ,
CK
PROPOSED CONSTRUCTION LIMITS
i�
�I IMITS OF �� �f �.. r%. '� r � CO
PROPOSED CLEARING & GRUBBING (PHASE 1) DISTURBANCELij
PROPOSED CLEARING & GRUBBING (PHASE 2) bj
a PROPOSED SILT FENCE
PROPOSED ROCK OUTLET V
TSD TSD PROPOSED TEMPORARY SLOPE DRAIN f% 1 ,-e
- >TD> - >TD> - PROPOSED DIVERSION DITCH /r ` f% '/ 04
�/j r /' '%"
f //ifr/ t ///_ f:•rr, >f:%r �:i:r, .:f f L o♦r /%/ // /
- <DB< - mB< - PROPOSED CLEAN WATER DIVERSION BERM f Q�,11
! /EXISTING STORM DRAIN PIPE /' ,v, /�//* ��% '� /// ''r:. >'','"` ;:-„ ,•. y t— L p w LJ 0-
h— 0-
MATCH LINE C
PROPOSED STORM DRAIN PIPE ;
/�l _
C PROPOSED HEADWALL / /� / fr >//j r`r '' +%F , i',f! fj SHEETS 17 21vyi j p
PROPOSED RIP RAP /f//�/t ��r , r !`%f �� / J. f,. . ,'' > D
uJ
Al
LIJ PROPOSED GRAVEL ACCESS DRIVE .� 't / ®%// / //// ". > rfi f!/'��' j'',^`�!; ',i f Z w w cn
A11 !'
y %1 ��(f//� t ,.. TEMPORARY...S{ T' ENCE c� -� c�
i r �; ,__—ram ,:: F"; '/r' r.;. ,f' ',f, W ROCK"OUTLETS INSTALL- w a' +r LJ
/ Y`
= 4 / %: "AROUND HEADWALL) o a a o C) o
:
oe
te
. >
>
r
> ,
r
Via' ' ION r'
, r :
i .,
D VERS
TEMPORARY"'
/ i/. `'�� - DITCH
,
/ t /
!Pkoposm !
;; < D< j ETAI j{1'IVG {. %/.
t Al
:
r r
:�. .r'r
cc
^
i j r' r ' ref '�"j/�y/�Q. y if ',fJ '! LIMITS OF r,.
r'PIYC1�Vv? rr r /i% ' f , ~ ' `°.: DISTURBANCE
i�LAL'Z / ' >/ l E> t t { l '
>
a.
XCC
r rtr f'`f�r i �J i? � � i {{ t y.
r' d » f (i r I .i-.`�D 1 E ;-rrtiY �. Pd(E Midi r
r r r r r F r ` ,�+t i E }' j ( �s T f �— —. r `
t ♦ f ' i O!'' �,
/( / r t A des
�j\
w
! /r 'fJoTCH'pR�10 .�i}' . lZ.
tjF
<TDG <TDG...— G�'DG— V J ® w „ I
cct> / ......_,y.(�L�•o
el It<%�f i, �� ff. ,r 'srF r ,i : — L�� ' TEMPORARY w °�
/ ; ' r= .1;• •mot.,#":xy+`C' \�1,'"'..,r
r
i � ` 3:.::f. �. r- r -- _ DIVERSION
! /r t �J> , r A;l: F:.<:...<:ar ,/f 4 �—`T..-P—� \ ``�, r'r�f rr -'"` .. •'���
DITCH-
..
tee
% . t J`i ` .:,,. ,' +; . /° J f / ice% /> / < —TEMPORARY SLOPE
`> f i J i 'fir• iJ!,,I�,,'r,+/ + N ,'- / % "�/ ��l/fir `r- `: /
f LIJ
J r�ri ,; lee/'r'`;r DRAIN ,.TYP. „ 7
'LIMIT,�Sr OFl r > ` , r rr $' / `/ / f j '%�.y / y�/,s e
// DIJ WI�B�.1`,C///
!` %'r TEMPO> ARY SILT FE1 ,10E ^.._-
f. f J,;r W/ROCK OUTLETS (I WSTALL U
j✓j /�.j AROUND HEADWALL)M//x .......
..... .......
-HAUL;
7/te i t ,
�
ROUTE
i ' b ze
.JJ. /iirr ./,.,ttt r^' "4 f\�� �/!�/ j/�. . ....°_.. u. ..._.. ._._ ,. .". :a.
LIMITS OF,
? ..w. ....._ _....
` DISTURBANCE' .. ..
r'rt>r /` ' PROPOSED LOCAL�Z
f :
.fll•r,trrl/r E•R w ..::r�1:3 :ate. �.
r i r r f P r'Sy.:fl rlI'> r J, vt.: 5
�. ' f ° fs``%f''rt if�f & DME SHELTER AND w� ,': iz �. w.f :- I::.I"C °
p DME ANTENNA
/ /, r t.F t lrl1>t;r =!'!/t`!f�`�.'r p .J ! ,r 9' 0
f Y III
j / , ' a ..r, rfff�r 'rr r' S`: i`r< r -
r `7.' — 8 TH I ♦ # ,1w. \
/ `f .S'' 3-;✓`r< +f• ..�.yi iif r� �'>, r' %; ,r r/ ,f �5>:', —
<
/ r f h :t.`f.r'r+l/_�¢<['Fl:trX'.`frr t r� ,i ' 1 ! � -,,.• ci?y't'::'sz` ;*�:''"�:a. �^` 1...._.-.,'3 -- ..... ....._ "
PROPOSED C
!r / ! I %,s GRAVEL ACCESS.."
r : 3
Err .....-- ...,.. ,..,.,..+,.;�<..
'RK1N .�....._.� ..�.� - ., ....
frA' j ..... Pi�v. �,:Mom.,,,,,,„.„.„Y,.,..,r.:,.+:
AND
,OS D
, A ""AREA
r ,x
"� FAN
CONTRACTORS
A E S =P(AU L �` r rlfrEr r`r r f: ,..
I. z 'r,,r STAGING` AREA IN,
�>..� r" :`'' „ -. v:,< '.i'3;: `! Y-.•.�t7 ,Cf .,7
.t
{
/ i ;, " .l.� " •'. '° '.'f1r,!r '"� �" '�' <>�<>'=Vim "..�,r`�".. .- -�. ;' ��� ,�'"~" : - ..-_ "... ..�. -
/
! ....
5
t � LLJ
<
Y
.. .S
1
ti
r ..... _..__. " "
O E ROCK µ .....
-PROPOSED, `SILT
% - M r'
T"\
y w
>t W
L ✓r-
,r PROPOSE[
;.,.
s
OCFENCE.r-W%RK
9�1 LE T
r ....... .......TEMPORARY t,
_
e
y '
1 "
CONSTRUCTION " " - -
ENTRANCE .,' , 'f ;r < w ' - ,,., w" �, ....... .. ." - _.- ._. ----- _--- it 0
...... ....^ ... _ .
A
PHASE 3 SEQUENCE OF CONSTRUCTION: 50' 25' 0 50' 100' 150'
ILI (a
Q PHASEILI
1. REMOVE TEMPORARY SILT FENCE WITH ROCK OUTLETS INSTALLED ON BOTH SIDES OF SCALE IN FEET v
CHANNEL IN PHASE 1. y
2. INSTALL SILT FENCE WIT:6 ROCK OUTLETS ON EACH SIDE OF CHANNEL AT HEADWALLS. 1"-50' o
SILT FENCE SHOULD CONTINUE, UNINTERRUPTED, OVER ENDS OF DRAINAGE PIPE I
IMMEDIATELY BEHIND HEADWALLS. w
3. BEGIN RETAINING WALL INSTALLATION AND EMBANKMENT PLACEMENT OPERATIONS.
Ix
4. AS EMBANKMENT IS BROUGHT UP, UTILIZE TEMPORARY DIVERSION DITCHES AND INSTALL Lo
TEMPORARY SLOPE DRAINS TO DIVERT RUNOFF TO SEDIMENT TRAPS. O
5. EXTEND TEMPORARY SLOPE DRAINS AS NECESSARY AS EMBANKMENT IS BROUGHT UP.
CREATE TEMPORARY DIVERSIONS AT TOP OF EMBANKMENT TO DIRECT RUNOFF TO
TEMPORARY SLOPE DRAIN INLETS. `C
6. SOD COMPLETED PORTIONS OF EMBANKMENT IMMEDIATELY AFTER COMPLETION, SUCH THAT z
ENTIRETY OF 3:1 FILL SLOPES IS SODDED AT COMPLETION. UTILIZE SOD TAKEN FROM __j
BORROW AREA 1.
7. UPON COMPLETION OF GRADING, APPLY PERMANENT SEEDING TO ENTIRE SITE, INCLUDING 9111! TALRERT&BRIGHT
AREAS THAT HAVE RECEIVED TEMPORARY SEEDING AND AREAS THAT HAVE BEEN SODDED.
8. AFTER SUFFICIENT SITE STABILIZATION HAS BEEN ACHIEVED, AS DETERMINED BY THE ENMEMUNG&PUMING CONSULTANTS
ENGINEER, REMOVE EROSION CONTROL MEASURES AND. RESTORE AREAS TO ORIGINAL CONTRACTOR SHALL PROVIDE TEMPORARY OR 4944P PARKWAY ULEV ,SUTTE350 SHT. 6
CONDITION OR GRADE AS PROPOSED AND APPLY PERMANENT SEEDING. MAINTAIN SILT FENCE BELOW SEDIMENT TRAP LOCATIONS UNTIL SUFFICIENT STABILIZATION OF THE PERMANENT SEEDING FOR ALL DISTURBED NORTH 28217�C�
RESTORED AREAS HAS BEEN ACHIEVED. AREAS WITHIN THE TIME PERIODS REQUIRED PRONE:704-42 70 FAX:704.42
BASE BID AND 9. INSTALL PERMANENT RIP RAP AT STRUCTURES S-4 AND S-5. UNDER THE NCDENR GENERAL PERMIT (SEE
NC LICENSE NO. C-1163
ALTERNATE I SEEDING SCHEDULES PROVIDED ON SHEET XX) www.talbertandbright.com

40 LEGEND
_.
._.--- �� •-~ " " " ~� _ --'~` ~~ EXISTING CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
' f
'r...%..',/. .f`tiYra' 1r 'rf `"; r' ..!..�f....x. .,-__. .....,�.
\\ >, ,• f';,t` "' r`~ryl '%r';J ': r ,z '` N ' r: r / .f -700""'' PROPOSED INDEX CONTOUR
•F ,...,
,:;' sr ,,r )> M , 5
`� �✓- , { l , /: I5� rf, '1$.9 PROPOSED SPOT GRADE
•\t, `' ! .''` �• :..rca ."�''>v3" c i ,trr� ./ ,at l�.,.} *.. ,`rr.•f f' �t�',r' 4'`r f j`Frl./,i.,,f�. ,- .._ N -
'� �� ✓" ."O' .. .-. ;. .:�'�__. LIMITS TS 9.F' , T' t` s r S }`'13'\�.\- F Il' tr ,r ji✓ s i F,''ff..''r/'. ^""� .. ^' ,
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AREAS WITHIN THE TIME PERIODS REQUIRED PHON&704-42 70 FAX:704-4
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BID ONLY SEEDING SCHEDULES PROVIDED ON SHEET XX) www.talbertandbright.com

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PHASE 3. ENGMXM0&PLANNING CONSULTANTS
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1 FILE NAME: 0501-EC-TW.dwg — I':-- - - -
DESIGNED BY: PET
PROJECT ENG.:
PET
1
PROJECT NO.:
3103-0501
2
DRAWN BY:
PRS
3
CHECKED BY:
PET
DATE ISSUED:
APR. 2012
#
REVISIONS
DATE