20081817 Ver 1_Site Plan_20081210

PLANS PREPARED BY:
INC®N][l~]LIE~]E ]~]LAIN~
DO NOT USE FOR R / W ACQUISITION _
]~l[$IElLI1VIINAti~~ l~]LAtNS _
DO NOT USE FOR CONSTRUCTION Ki m I ey-Horn
DETAIL I ~ X DETAIL 2 o DETAIL 3 DETAIL 4 DETAIL 5 and Associates, Inc
SPECIAL LA AL 'V' DITCH FALSE SUMP ~ ~ TOE PROTECTION TOE PROTECTION PO BOX 33068
f Not to Scalel f Not to Scolel x' ° f Not to Scalel t Not to Scolel o ~~4 /pR ~~4 /pR PREFORMED SCOUR HOLE RA~E~~H, N~ 2636-3068 PvoNE: ~9i9~ 67~-2000
Outside Ditch ,~0~ Fill \OR 4 F111 TrofflC Flow /p~ Fill R 2.~~~ Slope Fill R Slope FAXe [phone] *NOT TO SCALE ©2007
Natural ! e! Flll 2' Sloe ~P Sloe ~P
Ground ?.S, +c'~ Slope p d ~ p d ~ p ~a PLAN VIEW INSTALL LEVEL AND FLUSH WITH NATURAL GROUND
GI d= 2 Ft. Fllter
~-5- etc. d= 2 Ft. Fobric Mln. D= 1.5 Ft. a S ' ei ce t
S=Ditch Slope fL Proposed Ditch Type of Liner= PSRM Type of Liner= Class 'B' Rip-Rap Pipe or Ditch ~ Outlet
FROM STA. 17+00 TO STA. 19+00 -L- (RT) STA. 21+55 -L- (LT)
FROM STA. 35+00 TO STA. 36+04 -L- (RT) STA. 27+55 -L- L FROM STA. 22+00 TO STA. 22+60 -L- (LT) FROM STA. 27+50 TO STA. 28+40 -L- (R7) _ FROM STA. 29+35 TO STA. 30+32 -L- (LT) FROM STA. 28+47 TO STA. 30+00 -L- (R7) FROM STA. 35+00 TO STA. 36+50 -L (LT) A
FROM STA. 37+00 TO STA. 37+50 -L- (RT) FROM STA. 34+50 TO STA. 36+Ob -L- (RT) FROM STA. 60+20 TO STA. 61+50 -L- (LT)
FROM STA. 47+50 TO STA. 48+80 -L- (LT) FROM STA. 36+76 TO STA. 38+49 -L- (RT) FROM STA. 48+80 TO STA. 50+00 -L- L FROM STA. 45+00 TO STA. 46+00 -L- (LT)
FROM STA. 55+00 TO STA. 59+00 -L- (LT) FROM STA. 74+50 TO STA. 75+74 -L- (RT) Square Preformed
FROM STA. 67+05 TO STA. 67+54 -L- (LT) FROM STA. 75+43 TO STA. 76+00 -L- (LT)
FROM STA. 68+50 TO STA. 69+00 -L- L FROM STA. 88+25 TO STA. 88+50 -L- (RT) FROM STA. 76+79 TO STA. 79+00 -L- (RT) (lScour Hole (PSH) (4 SEAL ba~sinRnot~shown PLANS PREPARED BY:
FROM STA. 87+00 TO STA. 92+50 -L- (LT) for clarify)
FROM STA. 16+60 TO STA. 17+50 Y3- L FROM STA. 16+60 TO STA. 17+50 -Y3- (RT) " B = 4 FT sse tin Ilat
D= 2 FT GIBSOI~I
W = 4 FT
SECTION A-A ENGINEERS, PC
,c PIPE (d = 15" OR 18") Puouav-vARiNA, Nc 27526
PHONE. [phone] ~ FAX, [phone] ~O~°F 1' MIN. - 3' MAX.
INFLOW PSRM
NATURAL GROUN[)
I LINER: CLASS B RIPRAP F~ B~'i WITH TYPE 2 FILTER FABRIC MIN. 1' TUCK
STA. 36+50 -L- (LT) STA. 41 + 00 -L- (LT)
DETAIL 6 DETAIL 7 STA. 59+00 -L- (LT)
TAIL BASE DITCH TAIL BASE DITCH (Not to Scale) STA. 66 + 17 -L- (LT) STA. 67 + 60 -L- (RT)
f Not to Scale) STA. 76 + 78 -L- (RT)
EX1ST SEAL
FILL EXIST GROUND EXIST GROUND
CHANNEL 2 [a f0' X 6 RCBC 10.0' - E
~y r ~ ~ 1~, .r, 1 r ~ i' 4 ~ ~
- '~4i1
~ ~ ~ ~ 1.17 L0' 4.0 I ~ 1
FILTER FABRIC I L0' ~I L5 1 ~ I.0 2
I 2 I CLASS I R1P RAP 2
CLASS I RIP RAP FILTER FABRIC TO TOP OF CHANNEL
TO TOP OF CHANNEL 21,0 10.0'
Type of Liner: ,
Bose Tapers.From CLASS 'I' Ri -Ra on Base Topers From Type of Liner. 10' To 4' At Ditch Outlet p p 10' To 5' At Ditch Outlet CLASS 'I' Rip-Rap on Z
Channel Banks Only Channel Banks Only H
STA. 59 + 60 -L- L
STA. 67+00 -L- (LT)
O
O
DETAIL 8 ~ X a DETAIL 10 DETAIL II Z
FALSE SUP ~ ~ SPECIAL LATERAL 'V' DITCH M in p INOT TO SCALEI (Not to Scolel t Not to Scale) d _ NO RIP-RAP IN CH CUT DITCH t Not to Scolel
F111 Front a Z
C t i it h CONC. DITCH ! FIII ~ Trofftc Flor PIPE OR DITCH OPTION ~ t r I p•~a fie! Slope ~ 2 , 2.o OUTLET N I No u o ~ \ot Ditch Z Slope Notural p•~O~~CB~ Slope OC ~ Q
~Os~ 0,1 m Ground ? D Ground 2.•/ D FAO O a ~ U
N N ~ N d - O GI m w m Min. D- 1.5 Ft. 1.5 F t. W o
~ 5 ~ etc ~ Fllter Max. d= 2.0 Ft. 2.0 Ft. Min. D= 1.5 Ft. Q Z a
N ~ ~ ~ Fobr1C ~ S = DltCh Slope ~ Proposed DItCh ~ Cp W W ¢ W FROM STA. 22 + 70 TO STA. 24 + 00 -L- (RT) ~ } C
i a ~ T e of Liner= Class 'B' Rt -Ra ~ STA. 65+55 -L- (RT) ~ W ~ j w yp p p FROM STA. 24+50 TO STA. 27+50 -L- (LT) V1 o Z
STA. 68+45 -L- L = ~ A A w fYl ~ ~ a ~ ~ FROM STA. 21+50 TO STA. 22+70 -L- (R71 -L- (RT) FROM STA. 38 + 50 TO STA. 41 + 00 -L- (LT) Z LL ~
c~ ~ ~ a FROM STA. 48+00 TO STA. 48+80 -L- RT Z ~ _ I- fn ( 1 D -L- (RT) FROM STA. 65 + 00 TO STA. 66 + 17 -L- (LT) ~ 0
o w ~ w N m FROM STA. 67+60 TO STA. 69+00 -L- (RT) ~ J j (7 m W F- ~ -L- (RT) FROM STA. 65 + 00 TO STA. 65 + 50 -L- (RT)
~ W m W ~ ~ J ~ ~
LL
I
~ 20' J 30'
i
c SECTION-AA CONCRETE PAVED DITCH LEVEL SPREADER DETAIL 12 DETAIL 13 ~ Z 0
~ PIPE OUTLET CHANNEL ~ T Permenont Soil PIPE OUTLET CHANNEL W
~ NA URAL GROUND Retnforoement Mot t Not t0 $C0181 fPSRMI Nor,ra E Nora Not to Scale) Nor,ra Nof~ra gof,ra
3 ~ ~ Cram ~ ~ ~~{i Drava Cr«x+a F~Ii~G Crax+a
4 ~ o t~ , d= I,0
O O ~ Z
J cx~~~ e:o CFIANEL BED ~
I.0' m1n. 2' mox. Length= 50 Ft. 1Vpr~0a°~ W D= IFt. Length= 65 Ft, ryOr~0D1°' D= IFt.
Z Est.= 20 Tons of Class 'B' Rip-Rap Est.= 28 Tons of Class 'B' Rip-Rap
O
~ CONC. DITCH STA. 37+50 -L- (LT) N 3' min. N STD. 850.01 STA. 48 + 80 -L- (RT)
W
N TI -AA WA V PRA R SEC ON LL LE EL S E DE H
~ NAT RA R N ~ U LGOUD
O 3 Permenont Soll DETAIL 14 W
~ Reinforcement Mot ~ IPSR 1 SP ITCH O
o M t Not to Scolel ~ Front ~ ,~o! gt Ditch Front J Ditch
2'/ t r I A• ~'t Slope ~ ~S. ~~o Ground ~a Slope
60' min. oS D
A~ r~ 2' max. d ~ s~ '0~ Min. D= 2.5 Ft. ~ ~ ~ 6' Re1nf. ConC.WOII 5 Ft. DES/GNED BY:
1 r I k W ID Max d= LO Ft. $ 0 6 B oc a 0 F t. DRAWN BY:
~ 4' min, _ ~6'Conc.FOOtlnq Type of Liner- PSRM CHECKED BYe
1.5' FROM STA.75+60 TO STA.80+50 -L- (L7) -L- (LT) DATE: 9-9-2008
FROM STA. 83+50 TO STA. 87+00 -L- (LTA ) -L- (LT)
STA. 67+65 -L- (LT)
~ PRO~ECr#: 012622001
O O
N
\
N \

PLANS PREPARED BY:
CLEARING AND GRUBBING PHASE.
SEE SHEET ERO-8 FOR THE POST GRADING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
INSTALL TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT SEAL
NCDENR PRACTICE 6.06.1 PLANS PREPARED BY:
INSTALL TEMI NSTALL TEMPORARY G I BSO 1~ ENGINEERS, PC
SEDIMENT FEi SEDIMENT FENCE
NCDENR PRAM ~CDENR PRACTICE 6.62.1 N Po Box 700
PICAL TYPICAL) FuOUAY-vARINA, Nc 27526 PHONEe [phone] FAX. [phone]
l
r I
INSTALL TREE PROTECTION i ~
FENCE ALONG EASEMENT LINE ! SEAL
....PRIOR TO CLEARING 1
R
R BEGIN TREE PROTECTION FENCE ~ i
I~' - ~ - - - - - - - STA 22+10 1 - - _ R J
o 1 i
- _ ; /
, JUDD PARKWAY - - _ _ 1 _ ~
R \ ~ i
W
i
_ - -
~ R OO ~N o
~
•O
W
~ Vw~ ~ o
'w
v Z z
W
\ ~ o
~ ~ W o
oc Z a a
W ¢ W
~ O a
c Z o
o INSTALL TEMPORARY ~ o
~ SEDIMENT FENCE NCDENR PRACTICE 6.62.1
I (TYPICAL)
i ~
o~
J I Z
i C O
I ~ W
I ~ ~
~ ~ ~ ~
Q Z
I D ~ O ~ Z
J °1
Z
Z
O I N
I N ~ O
N O
~ Z U
O 3 Z
o O H
o L
o LEGEND (APPLIES TO ALL SHEETSI °G W

~ DISTURBED AREA DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN INLET PROTECTION o?o 0000 o CHECKED BYe MSW
2 50 5 0 50 50 loo TEMPORARY SILT FENCE DATEe 9.9.200$
~,I ~ TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N GRAPHIC SCE HIC SCALE ~~M~ORA~Y CONSTRUCTION
TEMPORARY STREAM CROSSING ~ T ~ ERO 1
N I \ TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
CLEARING AND GRUBBING PHASE,
SEE SHEET ERO-9 FOR POST GRADING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
INSTALL TEMPORARY
REINFORCED SEDIMENT FENCE
AT BASIN OUTLET
NCDENR PRACTICE 6.62A
PICAL (TY )
SEAL
PLANS PREPARED BY:
INSTALL TEMPORARY
SKIMMER SEDIMENT BASIN
115'L X 39'W X 3'D
SKIMMER FLOWRATE =4485 CFIDAY G I BSO1~I
FAIRCLOTH SKIMMER SIZE = 4" INSTALL TEMPORARY ENGINEERS, PC
h ORFICE = 2" N DIVERSION Po Box 700
OUTFLOW = 24 GPM NCDENR PRACTICE 6.20.1 PHONEY~gi9~RSSZ`-zzs37526 (TYPICAL) FAx: ~9i9~ ss2-22sq
BARREL DIAMETER = 4" O
SPILLWAY WIDTH (Hmax = 0.5ft) = 8' M NCDENR PRACTICE 6.64.1 M
INSTALL TEMPI INSTALL TREE PROTECTION STALL TEMPORARY INSTALL TREE PROTECTION
\ CHEC FENCE ALONG EASEMENT LINE CHECK DAM FENCE ALONG EASEMENT LINE
50' SI PRIOR TO CLEARING INSTALL TEMPORARY 50' SPACING PRIOR TO CLEARING
' NCDENR PRACTIC! \ END TREE PROTECTION FENCE DIVERSION NR PRACTICE 6.83.1 BEGIN TREE PROTECTION FENCE
Tl ~ \ STA 28+75 NCDENR PRACTICE 6.20.1 (TYPICAL) STA 35+85
~I (TYPICAL)
INSTALL TEMPORARY- EMPORARY INSTALL TEMPORARY ~ FENCE SEDIMENT TRAP
~I SEDIMENT FENCE / INSTALL TEMPORARY ~ NCDENR PRACTICE 6.6, PRACTICE 6.62.1 50'L X 25'W X 3.5'D
/ CHECK DAM ~ (TYPICAL)
/ 60 SPACING I I SPILLLWAY WIDTH = 4 FT SEAL NCDENR PRACTICE 6.60.1
I' INSTALL TEMPORARY ' NCDENR PRACTICE 6.83.9 ~
' I CHECK DAM (TYPICAL)
~ I 95' SPACING
~ - _ NCDENR PRACTICE 6.83:1 p 0 ~ , ~ (TYPICAL)
O~ I ~
OBI W - - i
Z ~
M I 1 JNW Z W R rn'-
VQ I 1 ~ Z rn'
h ~ , ra I ~
~ Q~ r ~ ~ _ - - TD-~- r = ~ z rp-~ r rn D = o
iW T I JW ~ _ p - r
~ ~ I f R -
- ~ - tD rD ~ rn o
R T ~ TD
- T - TD.~TD - - TD fTp ~-TD ~ p
- - _ - - _ _ _ _ c~ o
' - ~ R l UDD PARKWAY
_ - _ BERM i _ Z
_ - _ -
. - Q a Z
- - _ ~ Z ~ ~ ~ ~ J _ ~ ~
W o
r- - BERM oc Z o, a
W a
INSTALL TEMPORARY ~ O a
SEDIMENT FENCE ' c Z o
~ NCDENR PRACTICE 6.62.1 O
Nj (TYPICAL) o
L ~ BEGIN BERM
-L- STA 29+29A0
~ SEE TYPICAL i SECTIONS & I ~
~ CROSS SECTIONS o~
J I i Z
C O
Z
i ~
~
Q
D J O ~ Z
I °1
W INSTALL INSTALL TEMPORARY
_ SEDIMEN SEDIMENT FENCE
o ALONG R ALONG R/W LINE W
o N NCDENR NCDENR PRACTICE 6.62.1
N ~ 0
N O
~ z
O 3 U Z
o O
o L 4i p
o LEGEND (APPLIES TO ALL SHEETSI ~ W

~ DISTURBED AREA DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN INLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
50 25 0 50 100 ~,I ~ lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~ TEMPORARY STREAM CROSSING ~ T ~ ERO Z
GRAPHIC SCALE N I \ TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
CLEAR?NG AND GRUBB?NG PHASE. _
SEE SHEET ERO-70 FOR POST GRADING PHASE.
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
~V
SEAL
PLANS PREPARED BY:
INSTALL TEMPORARY
CHECK DAM G I BSO1~I ENGINEERS, PC
O 50 SPACING
~I' NCDENR PRACTICE 6.83.1 PO BOX 700 FIJQIJAY-VARINA, NC 27526
(TYPICAL) `I PHONEe [phone] FAX. [phone]
INSTALL TEMPORARY
DIVERSION
NCDENR PRACTICE 6.20.1
PICAL (TY )
INSTALL TREE PROTECTION
FENCE ALONG EASEMENT LINE
SEDIMENT FENCE PRIOR TO CLEARING
NCDENR PRACTICE 6.62.1 INSTALL TEMPORARY
(TYPICAL) REINFORCED SEDIMENT FENCE
AT BASIN OUTLET
NCDENR PRACTICE 6.62A
(TYPICAL) SEAL
~I
I J
I
i i i 1
~
/ i'' /
~ ~ ~ END TREE PROTECTION FENCE ~ ~
v STA 38+60
f 1
i E - - ~ ~ 0
R ~ Z
N ~ _ R
R ~ ~
O~ ~ - - - - W p W - - - - - - - - - - - - - - - - - l oc
_ - - - ~~h
J JUDD PARKWAY z W w ~
~ W Qz ~ o
Q~~
~
~W J ill - ~ - O Z
~ ~ - -
~ _ - _ - - -
BERM ~ ~ a
R BERM RM ~ ~ ~ _ ~ ill ~ ~ ~
Z ~
Q~~W W ~ oa OZ ~ ~ ~
~ ~ > ~
~ a O
c v ~ Z ~ ~
~ ~ LL OO
~ o
L ~
I END BERM \
i BEGIN PILE Q
' ~ PANEL WALL
J I ~ i `L- STA 47+20 \ °G SEE TYPICAL C p
C O SECTIONS &
I ~ CROSS SECTIONS \ ~ W
~ i \ ~
~
a INSTALL TEMPORARY INSTALL TEMPORARY SEDIMENT FENCE SEDIMENT FENCE
o ~ ALONG R1W LINE NCDENR PRACTICE 6.62.1 W C ~ Z
J °1 NCDENR PRACTICE 6.62.1 (TYPICAL)
W
_
Z
o I N
I N ~ O
N O
~ Z U
O 3 Z
o O H
o L
o LEGEND (APPLIES TO ALL SHEETSI °G W

~ DISTURBED AREA DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
50 25 0 50 ~,I ~ 5O lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~
GRAPHIC SCALE N I \ " SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 3 TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
CLEAR?NG AND GRUBB?NG PHASE.
SEE SHEET ERO-77 FOR POST GRADING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONE. [phone]
FAXe [phone] ©2007
SEAL
PLANS PREPARED BY:
~ ~

I
W I INSTALL TEMPORARY G I BSO l~I
SEDIMENT TRAP ENGINEERS, PC 28'L X 14'W X 3.5'D Po Box 700
INSTALL TEMPORARY SPILLLWAY WIDTH = 4 ft FuouAV-vARINAo Nc 27s26
CHECK DAM PHONE: [phone] NCDENR PRACTICE 6.60.1 EAxe ~glo~ ss2-22s4
75' SPACING ~ '
NCDENR PRACTICE .83.1 ~
PICAL (TY ) ~ CEO END TREE PROTECTION FENCE
' ~ STA 61 +40
INSTALL TEMPORARY ~ , CHECK DAM
~ 50' SPACING INSTALL TEMPORARY
~ I NCDENR PRACTICE 6.83.1 CHECK DAM
(TYPICAL) I 50' SPACING
I INSTALL TREE PROTECTION NCDENR PRACTICE 6.83.1
FENCE ALONG EASEMENT LINE (TYPICAL) SEAL
~ INSTALL TEMPORARY u~ ~ PRIOR TO CLEARING
w SEDIMENT FENCE
~ I NCDENR PRACTICE 6.62.1 INSTALL TEMPORARY EMPORARY
~ I PICAL EDIMENT T (TY ) S RAP INSTALL TEMPORARY GRAVEL 'L X 4'W X ' .TRAP INSTALL TEMPORARY 1
I 68 3 3.5 D CONSTRUCTION ENTRANCE/EXIT I PILLLWAY W - W X 3.5'D REINFORCED SEDIMENT FENCE Y WIDTH = 6 ft AT BASIN OUTLET
INSTALL TEMPORARY S IDTH - 6 NCDENR PRACTICE 6.06.1 I INSTALL TEMPORARY NCDENR PRACTICE 6.61 NCDENR PRACTICE 6.62A M ~ 'RACT/CE 6.60.1 (TYPICAL) o i -
I DIVERSION INSTALL TEMPORARY 12 PIPE I CHECK DAM
I 75' SPACING NCDENR PRACTICE 6.20.1 r y
(TYPICAL) BEGIN TREE PROTECTION FENCE W ~ ~ NCDENR PRACTICE 6.83.1 w STA 57+90 t ~
(TYPICAL) 1 / ~ ~
~ J ~ ry
~ N ..lr j J 0
~ ~ ~ ~ f,
/ .,`t ~ ~
~ ~ ' ~ - ~ O ~ _ _ _ _ ~
QO / \ i ~
O~ - - l~ / R \ Q
W W z~ -~rD -T
JOB T T --t rD ~ T TDB TD TD TD - TD W o T
Z ~I D C~Q~
~ ~ Z
Q ~ ~ JUDD PARKWAY ~ ~ O O Q

~W R
_ U ~
W - - F _ - - - - - - - - - - - - - - - - - - _ _ T QC~~Q ~ ~ Z a
Q
/ ~ ~ ~ w ~ ~ ~ ~ W r = ~ ~ ~ ~ a o
INSTALL TEMPORARY W ti ti f w I z ~ z
~ SEDIMENT FENCE ~ ~ ~ s~° ~ ~
~ NCDENR PRACTICE 6.62.1 ~ ti ~ ~ i I [ /
~ (TYPICAL)... 1 ~ ~ ~ r ! ~ ~ BZ ~
~
~ I o ~ ~ I = i f `t ® ~ r INSTALL TREE"PROTECTION ~ ~ 0ti ~ FENCE ALONG R/W >
`J AND EASEMENT LINE
g1.1 ` ~t e ` ti...- PRIOR TO CLEARING Q
m ~ 0 J i I ~ i I ~ ^ ~ / ~ ~I
C \ , I Q1~ l ~ ~1' ~ti ' o 0 4 ~~r ~ z
O ~ I ~ ' I ~ ~ i ~ ~ ~ W
i / ~
I ~ ~ ~ ~ ~ ~ ~ I ~ ~ _
4 W , ~ ~ ~ ~
~ ~ ? D ~ I r r r END TREE PROTECTION FENCE , o t STA 60+97 o Z
J I ry I r
~ I 0ti W / r, INSTALL TEMPORARY
IN I = ~ I INSTALL TEMPORARY GRAVEL ~ ~ J~' f` INSTALL TEMPORARY SEDIMENT FENCE
~ CONSTRUCTION ENTRANCEIEXIT S! SEDIMENT FENCE NCDENR PRACTICE 6.62.1 Z
o ~ i N N NCDENR PRACTICE 6.06.1 NCDENR PRACTICE 6.62.1 (TYPICAL)
N INSTALL TEMPORARY 12" PIPE ~ ~ ~ ~ (TYPICAL) 0
N
~ ~ BEGIN TREE F ~ 1 3EG?N TREE PROTECTION FENCE v
o STA 56+45 3 iTA 56+45 Z
~ I 0 1 0
o L 1 J ~
1 o ~ LEGEND /APPLIES TO ALL SHEETS/ ~ W

~ DISTURBED AREA DESicivED BY: Lpp
- - - - - - 000000 DRAwN BY: LPP
CONSTRUCTION LIMIT C F STORM DRAIN INLET PROTECTION o ? o 000000 CHECKED BYc MSW
TEMPORARY SILT FENCE DArE: 9-9-2OOS
2
50 5 0 5~ I 5O lOO TREE PROTECTION FENCE ~ row GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
~ o
o N TEMPORARY CONSTRUCTION ENTRANCE ERO 4
I ~
GRAPHIC SC N PHIL SCALE TEMPORARY STREAM CROSSING ~ T ~ ~ TEMPORARY CHECK DAM
rn

CLEARING AND GRUBBING PHASE, PLANS PREPARED BY:
SEE SHEET ERO-72 FOR POST GRADING PHASE. _
TEMPORARY CROSSINGISHORING DETAIL Kimley-Horn and Associates, Inc
PO BOX 33068
5' 16' RALEIGH, NC 27636-3068 PHONEe [phone]
MIN. TRAVEL WAY EAx: ~olo~ 677-2oso ©2007
~I NOTES: NOTES:
~I CONSTRUC INSTALL TEMPORARY STREAM CROSSING CONSTRUCT TEMPORARY SHORING TO AN
_ ELEVATION PIPE SIZE - 48 CMP TEMPORAR ELEVATION OF AT LEAST 6' ABOVE EXISTING
INSTALL TEMPORARY SHORING PER DETAIL SHOWN TEMPORARY CROSSING GRADE. TEMPORARY ~ GROUND
INSTALL TEMPORARY ON THIS SHEET _ LIMITS OF 1 SHORING LIMITS OF TEMPORARY SHORING: _ _ _
CHECK DAM CROSSING WIDTH - 16 TA. +7 _ S 66 ~ STA. 66+75 TO 67+ 15 -L- - ~ _ _ _ ~ ~ ~ - - -
50 SPACING LENGTH - AS NEEDED TO ACCOMODATE SITE
NCDENR PRACTICE 6.83.9 PIPE COVER ='/2 DIAMETER OF PIPE SEAL
(TYPICAL) BACKFILL = CLASS B EROSION STONE INSTALL TEMPORARY PROPOSED PLANS PREPARED BY:
SURFACE STONE = NCDOT #5 OR # 57 STONE REINFORCED SEDIMENT FENCE CULVERT
NCDENR PRACTICE 6.70.1 INSTALL TEMPORARY AT BASIN OUTLET
SEE CULVERT CONSTRUCTION SEQUENCE NOT TO SCE DIVERSION NCDENR PRACTICE 6.62A THIS SHEET NOT TO SCALE I BSOI~I
NCDENR PRACTICE 6.20.1 (TYPICAL) ENGINEERS, PC
(TYPICAL)
INSTALL TEMPORARY - PO BOX 700 FIJOIJAY-VARINA, NC 27526
SEDIMENT TRAP PHONEe [phone] FAX. [phone]
h INSTALL TEMPORARY ~ 85 L X 12 W X 3.5 D
SPILLLWAY WIDTH = 4 ft CHECK DAM OUTLET PROTECTION
50' SPACING NCDENR PRACTICE 6.60.9 CLASS '1' RIP RAP
NCDENR PRACTICE 6.83.1 EST 17 TONS
TYPICAL /N TALL TEM RARY INSTALL TEMPORARY ( ) S ~ EST 38 SY FF
HE K DAM CHECK DAM C C
PA IN 45' SPACING 30 S C G
N DENR PRACTICE 6. .1 NCDENR PRACTICE 6.83.1 C 83
PICAL (TYPICAL ) ) p ~ O
BEGIN TREE 1 TALL TREE PROTECTION ti INSTALL TEMPORARY RY SEAL
a' - ~ TD R PROTECTION FEN ~ F NCE ALQNG EASEMENT AND
O I TD _ T D - - - - - - - - STA 65+70 OW LINE PRIOR TO CLEARING SEDIMENT TRAP O O ~r - - TD _ 34'L X 1TW X 3.5'D INSTALL TEMPORARY
O ~ INSTALL STILLING TD - = 4 ft DIVERSION
O W y ~ SPILLLWAY WIDTH = o ft W + BASIN #2 PER TD y. ~ ~ ti ti END TREE PROTECTION NCDENR PRACTICE 6.60.1 6.60.1 NCDENR PRACTICE 6.20.1 INSTALL TREE PROTECTION (TYPICAL) INSTALL TEMPORARY
? I~ NCDOT STD.1630.04 TD 0 ~,ti' 'FENCE STA 67+90 ~N D c0 W R _ SEDIMENT FENCE FENCE ALONG EASEMENT LINE
Z W - NCDENR PRACTICE 6.62.1 PRIOR TO CLEARING
~ a To ~ ~ ~ INSTALL TREE ~ INSTALL TEMPORARY (TYPICAL)
a (n ~ TDB TDB PROTECTION CHECK DAM
I W - - - - _ _TD-~. TDB F NG i 50' SPACING
W - - TDB ~ J - - - TD EASEMENT A ~ TD i NCDENR PRACTICE 6.83.1
- T ROW LINE PRIOR 4 ~'`TO I V ~ (TYPICAL) ~h
TO CLEARING v Z O
_ ~ ~ ~ R ~ _ 1
~ o i ~ ra BEGIN TREE 1 ~
~ , ` PROTECTION FENCE ! 1
~T ~ _ ~ W ~ ~o o STA 73+96 ~ ~ ~ T~ ~ .
~ TD T T T - _ _ ~ ~ %
?U D D P
A R m K W ' IN TALL TEMP RARY BE IN T E ~ A Y S 0 G ~
SEDIMENT FENCE PROTE ION 0 T T D _~T T~ ~ \ Z
I ~ TD ~T TD ~ T NCDENR PRACTICE 6.62.9 FENCE ~ D ~ _ ` ~ ~ \ _ _ R ~ ~
(TYPICAL) STA 6 +70 - STD ~ ~ ~ _ _ ~
o~ ~ T ~T _ _ Z Z
' ~ ~ w . - _ _ _ 'o o cc ~ ~ ~ Q
INSTALL TEMPORARY - - - - - - _ ~ / - - ~
DIVERSION , W o Q
NCDENR PRACTICE 6.20.1 END TREE PROTECTION ~T p~ ~ Z ~ O a Tp_ ~T ~VpO~Q ~ ~
TYPICAL ( ) FENCE STA 67+70
DIVERSION CHANNEL • INSTALL TEMPORARY D p ~\T ~V/\~~ Z a
~ ti _ ~ ~ SEE DETAIL THIS SHEET SEDIMENT TRAP
~ 0ti ~ / POINT F: 82LX41'WX3.5D INSTALL TEMPORARY ~ LL 1O~ _ _ ,wQw~ o
o STA. 67+00 -L- SPILLLWAY WIDTH = 10 ft ~ SEDIMENT TRAP - Q~ ~
ti 44.00' RT NCDENR PRACTICE 6.60.1 46LX23'WX3.5D ~ e ti
_ ~ IMPERVIOUS DIKE 3 ~ SPILLLWAY WIDTH - 4 ft
~ POINT E: i NCDENR PRACTICE 6.60.1
~ STA. 66+60 -L-
J 1 , > INSTALL TEMPORARY . 48.00 RT
~ ~ REINFORCED SEDIMENTFENCE'' o INSTALL .TEMPORARY INSTALL TEMPORARY c c
~ AT BASIN OUTLET SEDIMENT FENCE DIVERSION ~ W
~ TIE IMPERVIOUS DIKE ~ NCDENR PRACTICE 6.62A"• NCDENR PRACTICE 6.62.1 ~P ~ L~ ~~ICE 6.20.1 ~
3 (TYPICAL) INTO PROPOSED (TYPICAL) W
a FILL SLOPE INSTALL TI Z -INSTALL TEMPORARY W c
o ~ ~ CHECK DA. CHECK DAM ~ Z
50' SPAGII 50' SPACING ~
NCDENR P W 1. CONSTRUCT THE TEMPORARY DIVERSION CHANNEL IN 4. PUMP WATER OUT FROM AREA ENCLOSED BETWEEN IMPERVIOUS NCDENR PRACTICE 6.83.1
Z (TYPICAL) (TYPICAL)
LOCATION SHOWN ON CLEARING AND GRUBBING PHASE DIKE 3 AND TEMPORARY STREAM CROSSING. o Z
O OF THE EROSION CONTROL PLAN PER THE DETAIL ON N 5. CONSTRUCT STILLING BASIN 2 TO ACCOMMODATE A VOLUME OF
N THIS SHEET. O
C0 APPROXIMATELY 896 CUBIC FEET AS SHOWN ON THE CLEARING N
0 2. INSTALL IMPERVIOUS DIKE 3 APPROXIMATELY 10' MINIMUM & GRUBBING PHASE OF THE EROSION CONTROL PLAN. Z U
FR M THE P TREAM FA E F THE PR P ED R B A 0 0 US C 0 OOS CC S Z
3 6. CONSTRUCT PROPOSED 10'X9' RCBC AND WING WALLS 1 & 4. ~ SHOWN ON THE FINAL PHASE OF THE EROSION CONTROL o O H
° PLANS. CONSTRUCT THE IMPERVIOUS DIKES SO AS TO ~ 7. REMOVE IMPERVIOUS DIKE AND TEMPORARY STREAM CROSSING
' ~ ENCOMPASS POINTS E & F. AT ALL TIMES IMPERVIOUS o LEGEND (APPLIES TO ALL SHEETSI °G W
% DIKE SHOULD FILL TO THE ELEVATION OF 364: TIE 8. PLACE ADEQUATE ROADWAY FILL OVER RCBC TO PROVIDE
~ WESTERN ENDS OF IMPERVIOUS DIKE TO PROPOSED EQUIPMENT CROSSING OF STREAM. DISTURBED AREA DESicNED aYe Lpp
DETAIL ROADWAY FILL AND TIE EASTERN ENDS OF IMPERVIOUS - - - - - - o0000o DRAwN aYe LPP
9. RE T RE HANNEL BANK . N TR PR P ED P TREAM TEMPORARY DIVERSION CHANNEL CONSTRUCTION LIMIT C F STORM DRAIN INLET PROTECTION o?o 0000 o CHECKED BYe MSW
DIKE TO THE BERM OF THE TEMPORARY DIVERSION S 0 C S CO S UCT 0 OS U S t Not to Score) AND DOWNSTREAM CHANNEL IMPROVEMENTS.
CHANNEL. TEMPORARY SILT FENCE DArEe 9-9-2008
~I 10. PLACE PROPOSED FILL OVER PROPOSED RCBC. COMPLETE , P ~ N t r ~
3. CONSTRUCT THE TEMPORARY STREAM CROSSING IN LOCATION M ERV OuS Ground rJO 25 ~ 5O ROADWAY CONSTRUCTION. SEPERAioR D 5O lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o SHOWN ON CLEARING AND GRUBBING PHASE OF THE EROSION
o NTR L PLAN. N TR TEM RARY TREAM R IN B N CO 0 COS UCT PO S C OSS G TEMPORARY CONSTRUCTION ENTRANCE
~I ~ TO ACTAS IMPERVIOUS D11(E DOWNSTREAM OF PROPOSED Mln. D= 4 Ft. d' B= 6 F t.
GRAPHIC SCALE N CULVERT. b= 2 F t. SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 5 TEMPORARY CHECK DAM
o~ Type of Liner= STRAW W/ NET

PLANS PREPARED BY:
CLEARING AND GRUBBING PHASE. _
SEE SHEET ERO-73 FOR POST GRADING PHASE.
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
OUTLET PROTECTION
CLASS '1' RIP RAP
EST 17 TONS
EST 38 SY FF
INSTALL TEMPORARY
REINFORCED SEDIMENT FEN E C
AT BASIN OUTLET SEAL
NCDENR PRACTICE 6.62A PLANS PREPARED BY:
(TYPICAL) INSTALL TEMPORARY
~I SEDIMENT FENCE INSTALL TREE PROTECTION
INSTALL TEMPORARY.. NCDENR PRACTICE 6.62.1 FENCE ALONG EASEMENT LINE
DIVERSION (TYPICAL) PRIOR TO CLEARING G I BSO1~I ENGINEERS, PC
NCDENR PRACTICE 6.20.1
INSTALL TEMPORARY TYPICAL ( ) SEDIMENT TRAP PO BOX 700 FIJOIJAY-VARINA, NC 27526
72'L X 14'W X 3.5'D INSTALL TEMPORARY PHONEe [phone] iV FAX. [phone]
SPILLLWAY WIDTH = 6 ft CHECK DAM
NCDENR PRACTICE 6.60.1 50' SPACING /NSTALL TEMPORARY STREAM CROSSING
NCDENR PRACTICE 6.83.1 1.83.1 USING 80' - 24" RCP
PICAL END TREE PROTECTION FENCE (TY ) INVERT IN = 394.2 INSTALL TREE PROTECTION
STA 76+ 10 INVERT OUT = 394.0 FENCE ALONG EASEMENT AND R/W L?NE
CROSSING WIDTH = 16' PRIOR TO CLEARING
CROSSING LENGTH = AS NEEDED TO ACCOMODATE SITE
PIPE COVER ='/2 DIAMETER OF PIPE
R BACKFILL =EMBANKMENT MATERIAL
SURFACE STONE = NCDOT #5 OR # 57 STONE END TREE
E- - Tp - - - - - - - <--ro r~ ~ r - NCDENR PRACTICE 6.70.1 PROTECTION FENCE INSTALL TEMPORARY STA 87+48 SEAL
~ o ro -
to r0 - BEGIN TREE PROTE~ i ~ R O ~ STA 84+75 TREE PROTECTION.FENCE CHECK DAM
O O rp . ~ Ta +75` 50' SPACING NCDENR PRACTICE 6.83.1
Ow T p rpm , (TYPICAL)
W Z INSTALL TEMPORARY
- ~ ~U rp ~ D tiw D P p REINFORCED SEDIMENT FENCE
A = w R K ~ f VU AT BASIN OUTLET
~ Q r~ ro r~ _ r q y ~ _ _ ro 4-ro R ~ - - ~r NCDENR PRACTICE 6.62A
a cn - - - ~ ~ - T
w - _p T. i Vl~ _ 0 Tp ` (TYPICAL)
~w e ~ Grp _ r p D
( ~ ~T ~ c
Tp ~TO\ ~ ~
p \ C R
\ ~ ~ TD ~ I W f~ \ oc T~ ~
~ ~ Tp I
~ ~ i i /NSTALL TEMPORARY ~ ~ ~ ~ p PTO ~O %
\ ~ ~ ~e\ e \ SEDIMENT FENCE ~ ~`~D ~ \ C O
\ NCDENR PRACTICE 6.62.1 v ~T \~TQ \ \ Z
' ~ i i \ (TYPICAL)
INSTALL~`fMP0~4RY INSTALL TEMPORARY 7 ~ ~ ~ ~
REINFb CED SEDIMENT FENCE CHECK DAM ~ ~
AT BASIN ~QUTLE END TREE PROTECTION FENCE INSTALL .TEMPORARY 50' SPACING ~ \ a Z
NCDENR PR~ICTI~E 6.62A STA 78+00 DIVERSION NCDENR PRACTICE 6.83.1_ ~TO ~ oc & Q
(TYPICAL) NCDENR PRACTICE 6.20.1 TYPICAL \ ( ) O ~
\ (TYPICAL) \~~Q ~O ~ .P O ~ Q R T ~ ~ Z ~
BEGIN TREE PROTECTION FEN INSTALL TEMPORARY SECTION FENCE ~ ~ ~ ~ ~ a a Z ~
STA 84+94 SEDIMENT TRAP ~ T W ¢ ~
54LX27WX3.5D ~ ~ ~ a O ~ Z o Z
c SPILLLWAY WIDTH = 6 ft ~P ~ LL o
~ NCDENR PRACTICE 6.60.1 INSTALL TEMPORARY ~ ~ ~
~ o CHECK DAM ~ DO
~ 85' SPACING i i ` ~ ~
~ INSTALL TREE PROTECTION NCDENR PRACTICE 6.83,1 ~ ~X~ ~
~ FENCE ALONG EASEMENT AND R/W LINE (TYPICAL)
~ PRIOR TO CLEARING ~ INSTALL TREE PROTECTION PROTECTION ' ~T \ ~ ~G~
~ FENCE ALONG EASEMENT A EASEMENT AND R/W LINE ~ - ~ P ~P ~ a
~ PRIOR TO CLEARING c iR/NG ~ !t ~ ~ Lj c. Z 0
' ° INSTALL TEMPORARY STREAM CROSSING ~ j ' ~
~ PERMANENT PIPE SIZE = 108 - 48 RCP ,
3 CROSSING WIDTH = 16 ~ CROSSING LENGTH = AS NEEDED TO ACCOMODATE SITE 1 i i d ~ _
a PIPE COVER DIAMETER OF PIPE I ~
o ~ BACKFILL =EMBANKMENT MATERIAL o I ~ ~ Z
J SURFACE STONE = NCDOT #5 OR # 57 STONE
NCDENR PRACTICE 6.70.1 W INSTALL TEMPORARY ~ i ~ ~ ~ ~
_ REINFORCED SEDIMENT FENCE {
~ BEGIN TREE PROTECTION FENCE AT BASIN OUTLET ~ ~ i r ! ~
o N STA 75+11 NCDENR PRACTICE 6.62A g (TYPICAL) ~
I N ~ 0
N O
~ z U
° 3 Z
° O H
o L
o LEGEND (APPLIES TO ALL SHEETSI °G W

~ DISTURBED AREA DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
2 50 5 0 50 ~ 5O lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~
GRAPHIC SCALE N I \ . SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 6 TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
CLEARING AND GRUBBING PHASE. _
SEE SHEET ERO-74 FOR POST GRADING PHASE.
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONE. [phone]
FAXe [phone] ©2007
SEAL
PLANS PREPARED BY:
G I BSOI\I ENGINEERS, PC
PO BOX 700 Q FUQUAY-VARINA, NC 27526
Q PHONE: [phone] FAXe [phone]
~ O ~
~
INSTALL TEMPORARY
SEDIMENT TRAP
48'L X 24'W X 3.5'D
SPILLLWAY WIDTH = 6 ft
~I NCDENR PRACTICE 6.60.1 INSTALL TEMPORARY GRAVEL
~I CONSTRUCTION ENTRANCE/EXIT
~I NCDENR PRACTICE 6.06.1
SEAL
IN TALL TEM RARY S PO
~I DIVERSION
~I NCDENR PRACTICE 6.20.1
~I (TYPICAL) INSTALL TEMPORARY
SEDIMENT FENCE INSTALL TEMPORARY
NCDENR PRACTICE 6.62.1 CHECK DAM
~ PICAL 50 SPACING (N )
NCDENR PRACTICE 6.83.1
(TYPICAL)
Z 0
R
W

o - - rD - - - - - - TDB- -TD - ~T - -D D~ o o rD r rD ~-rD D rD 0
o~
ow w+ Z
? oo ~
~~ow = w JUDD PARKWAY
vQ ~ti= Q
Q cn ~ R R - _ ? ~
~ ~w p r~fl _r~_ _ra _1 _ro_ ~ fr ~ v
w rr ~ Tp / E E E~ W o ~ z
~ E a
\ W ¢ ~
\ ~ ~ O a
c
' ~ ~ _ g ~ o
' ~ ~ _ _ - o
a~

oc
~ END TREE PROTECTION FENCE 4z
~ STA 89+56 o
~ 'INSTALL TEMPORARY W
' ' SEDIMENT TRAP ~ Q~
3 18'L X 39'W X 3.5'D INSTALL TEMPORARY INSTALL TEMPORARY ~ ~Li
a SPILLLWAY WIDTH = 8 ft DIVERSION CHECK DAM Z
~ NCDENR PRACTICE 6.60.1 N DENR PRA 1 E .2 .1 50' SPACING C CTC60 W ~
~ N DENR PRA 1 E .1 ,1 (TYPICAL) C CT C 6 83 O~G Z C
INSTALL TREE PROTECTION (TYPICAL) W
= FENCE ALONG EASEMENT AND R/W LINE
PRIOR TO CLEARING o Z
o N C
N INSTALL TEMPORARY O
N HE K DAM C C
~ 85' SPACING ~ Z v
o NCDENR PRACTICE 6.83.1 Z
3 PICAL ~ (TY ) O
~I o L J ~
LEGEND /APPLIES TO ALL SHEETS/ ~ au
o
~ DISTURBED AREA DESicivED BY: Lpp
- - - - - - 000000 DRAwN BY: LPP
CONSTRUCTION LIMIT C F STORM DRAIN /HEFT PROTECTION o ? o 000000 CHECKED BYc MSW
TEMPORARY SILT FENCE DArE: 9-9-2OOS
50 25 0 50 5O 1OO TREE PROTECTION FENCE ~ row GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~
GRAPHIC SCALE N I \ SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 7 TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
FINAL CONSTRUCTION PHASE
SEE SHEET ERO-7 FOR THE CLEARING AND GRUBBING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
SEAL
PLANS PREPARED BY:
~ G I BSO1~I
INSTALL TEMPORARY INSTALL TEMPORARY LINER ENGINEERS, PC
SEDIMENT FENCE ~ -L- STA 22+70 TO 27+50 (LT) Po Box 700 FIJOIJAY-VARINA, NC 27526
NCDENR PRACTICE 6.62.7 AI LUTE NET PRONFe ~g19~ ss2-22s3 FAX. [phone]
TYPICAL ( )
INSTALL TEMPORARY LINER TREE PROTECTION FENCE
INSTALL TEMPORARY -L- STA 21 +00 TO 21 +50 (LT) INSTALLED DURING
HARDWARE CLOTH & JUTE NET CLEARING PHASE
GRAVEL INLET PROTECTION
NCDENR PRACTICE &.51.9 I OUTLET PROTECTION , ~
PICAL (T1~ ) CLASS 'B' RIP RAP
EST 7 TONS i l
EST 22 SY FF / I
I
~ ! INSTALL TOE SEAL
PROTECTION 1
R
le SEE DETAIL 3 , SHEET 2-B i
_ ,p J
o 1 i
- _ _ /
,
R
a~, JUDO R
l
~
~ ~ R ~ o~c

W \~XOO~~O W
INSTALL TEMPORARY..... \ ~ vw~ ~ p
CHECK DAM ~ Q'
100' SPACING , ~Q' ~ Z
INSTALL TEMPORARY LINER INER NCDENR PRACTICE 6.83.1 ~ D fi ~
~I -L- STA 77+00 TO 32+70 (RT) 0 (RT) (TYPICAL) ~ ~ ~C/ V Q
STRAW WITH NET ~ Z Z
\ \ O ~ ~ ~ W ~
INSTALL TEMPORARY ~ z oa
DIVERSION Q Z ~
NCDENR PRACTICE 6.20.1 ~ ~ ~
(TYPICAL) ~ a o
c INSTALL ROCK PIPE Z
~ ~ INSTALL TEMPORARY INLET PROTEECTION
~ OUTLET PROTECTION o ~N SEDIMENT FENCE NCDENR PRACTICE 6.55
~ CLASS 'B' RIP RAP NCDENR PRACTICE 6.62.1 (TYPICAL) (TYPICAL)
~ EST 2 TONS I
~ EST 7 SY FF i ~
J I INSTALL TEMPORARY °G
i C O SKIMMER SEDIMENT BASIN Z
I ~ 120'L X 40'W X 3'D ~ Z SKIMMER FLOW RATE = 4800 CF/DAY ~ W
I ~ ~ FA/RCLOTH SKIMMER SIZE = 4"
~ ~ ~ ~ ORF?CE = 2° W
Q OUTFLOW = 25 GPM _
I D ~ W 01?C BARREL DIAMETER = 4" p Z
J °1 SPILLWAY WIDTH (Hmax = 0.5ft) = 12'
NCDENR PRACTICE 6.64.1
Z
Z
O I N
I N ~ O
N O
~ Z U
O 3 Z
o O H
o L
o LEGEND (APPLIES TO ALL SHEETSI °G W

~ DISTURBED AREA ROCK PIPE INLET PROTECTION o ~ DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
50 25 0 50 ~,I ~ 5O lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~
GRAPHIC SCAL N I \ IC SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 8 TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
FINAL CONSTRUCTION PHASE
SEE SHEET ERO-2 FOR THE CLEARING AND GRUBBING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
INSTALL TEMPORARY RA~F16"' N~ `7636-3068 PHONE: [phone]
REINFORCED SEDIMENT FENCE FAx: col9~ 677-2oso
AT BASIN OUTLET ©2007
NCDENR PRACTICE 6.62A
(TYPICAL)
INSTALL TEMPORARY
REINFORCED SEDIMENT FENCE
AT BASIN OUTLET OUTLET PROTECTION
NCDENR PRACTICE 6.62A CLASS 'B' RIP RAP
PICAL (TY ) EST 2 TONS
TEMPORARY EST 7 SY FF
SEDIMENT TRAP
(INSTALLED DURING SEAL CLEARING PHASE)
PLANS PREPARED BY:
INSTALL TEMPORARY
HARDWARE CLOTH & INSTALL TEMPORARY
GRAVEL INLET PROTECTION SKIMMER SEDIMENT BASIN CHECK DAM 100' SPACING G I B S O ICI
NCDENR PRACTICE 6.51.1 (INSTALLED DURING CLEARING PHASE) NCDENR PRACTICE 6.83.1 ENGINEERS, PC
(TYPICAL) (TYPICAL) Po Box 700
h N FIJQIJAY-VARINA, NC 27526
PHONE: [phone] INSTALL TEMPORARY FAx. ~919~ 552-2254
o M DIVERSION ~
NCDENR PRACTICE 6.20.1 M
(TYPICAL)
~
INSTALL TEMPORARY LINER -L-STA 22+70 T017+50 (L~
JUTE NET
~ - INSTALL TEMPORARY- MPORARY
SEDIMENT FENCE I FENCE
NCDENR PRACTICE 6.62 1 iACTICE 6.62.1
- (TYPICAL) ~ INSTALL TEMPORARY
\ l SEDIMENT FENCE
' ~ INSTALL TEMPORARY LINER 1 NCDENR PRACTICE 6.62.1.. I SEAL
-L- STA 30+00 TO 36+50 (L~ PICAL (T1~ )
I SYNTHETIC MAT

O~ i _
~ WOW - - - I m ~ ~ OUTLET PROTECTION ECTION i
_ - . . I~ ~ I CLASS B RIP RAP RAP ~ ~
J wh ~ N l~ ~ ~ EST 2 TONS Z ~ ~ R rnr
W ~ I . ~ ~ EST 7 SY FF rn ~
hQZ W I~ ~ ~ I ~ v ~ OUTLET PROTECTION Q h ~ , ,:RIP RAP - cn ~
~ o C SS B - - - 2Dn Z
W I ~ EST 3 TONS I JW _ _ _ - - rn s _ _
~ I f EST 11 SY FF ~ ~ R - . _ - morn ~
~
ro f R - ` 0
- 00 ~o
- - _ -
' ~ R
- - - - BERM i _ Z
- J AY - - - - - - -
_ _
INSTALL TEMPORARY - Q - - - - ~ a Z
~ _ - CHECK DAM - - - - ~ Z ~ ~ ~ ~ J
95 SPACING _
NCDENR PRACTICE 6.83.1 _ _ _ _ - W o
r (TYPICAL) oc Z o, a
BERM W a
~ O a
~ INSTALL TEMPORARY Z o
~ DIVER 1 N ~ SO O
~ NCDENR PRACTICE 6.20.1
~ ~I ° ~ (TYPICAL) IIV118F~I/L ROC PIPE
~ CTION
~ SEE ~ PRACTICE 6.55 i SEC ..INSTALL 'TOE
~ ~ CRO ~IS PROTECTION o~
J > INSTALL TOE ~ SEE DETAIL 3 ~ Z
o PROTECTION SHEET 2-B
~ SEE DETAIL 4 Z
~ SHEET 2-B ~
3 ~
a
~ INSTALL TOE ~ INSTAI INSTALL TEMPORARY LINER W o o Z
~ PROTECTION -L-STA -L- STA 30+00 TO 37+30 (RT)
SEE DETAIL 3 STRAYI W SHEET 2-B STRAW W/TH MAT
Z INSTALL TEMPORARY
~ SEDIMENT FENCE O Z
O NCDENR PRACTICE 6.62.1 N
N (TYPICAL) ~ O
N o INSTALL TEMPORARY
' ~ SKIMMER SEDIMENT BASIN ~ Z U
° 80'L X 26'W X 3'D Z
3 ~ SKIMMER FLOWRATE = 2080 CFIDAY O H
° ° FAIRCLOTH SKIMMER SIZE = 3
i ORFICE = 1.5 o LEGEND (APPLIES TO ALL SHEETSI °G W
~ OUTFLOW = 11 GPM
~ BARREL DIAMETER = 4" DISTURBED AREA ROCK PIPE INLET PROTECTION o ~ DESicNED aYe Lpp
SPILLWAY WIDTH (Hmax = 0.5ft) = 8' - - - - - - o0000o DRAwN aYe LPP
NCDENR PRACTICE 6.64.1 CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
50 25 0 50 50 100
~,I ~ TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION
GRAPHIC SCALE ~CALE ENTRANCE TEMPORARY STREAM CROSSING ~ T ~ ERO 9
N I \ TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
FINAL CONSTRUCTION PHASE
SEE SHEET ERO-3 FOR THE CLEARING AND GRUBBING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
INSTALL TEMPORARY FAX: [phone] ©2007
SEDIMENT TRAP
40LX20'WX3.5D
SPILLLWAY WIDTH = 4 ft
NCDENR PRACTICE 6.60.1
~V
INSTALL TEMPORARY LINER
-L-STA 30+00 TO 36+50 (LT)
SYNTHETIC MAT
SEAL
PLANS PREPARED BY:
PREFORMED SCOUR HOLE
OUTLET PROTECTION
CLASS 'B' RIP RAP PREFORMED SCOUR HOLE
EST 5 TONS OUTLET PROTECTION G I BSO1~I ENGINEERS, PC
EST 8 SY FF O CLASS 'B' RIP RAP
EST 25 SY PSRM ~I' EST 5 TONS PO BOX 700 FIJQIJAY-VARINA, NC 27526
SEE DETAIL 5 EST 8 SY FF `I PHONEe [phone] FAX. [phone]
SHEET 2-8 EST 25 SY PSRM
SEE DETAIL 5
SHEET 2-B INSTALL TEMP RARY 0 INSTALL TEMPORARY REINF RCED EDIMENT FEN E
0 S C SEDIMENT FENCE OUTLET PROTECTION AT BASIN TLET
OU NCDENR PRACTICE 6.62.1 CLASS 8 RIP RAP NCDENR PRA 1 E . 2A
CTC 66 (TYPICAL) EST 2 TONS
(TYPICAL) EST 7 SY FF
OUTLET PROTECTION
CLASS '8' RIP RAP INSTALL TEMPORARY INSTALL TEMPORARY LINER
EST 5 TONS SEDIMENT FENCE -L- STA 48+80 TO -Y3- STA 23+65 (LTJ
INSTALL TEMPORARY LINER EST 16 SY FF NCDENR PRACTICE 6.62.1 -L- STA 39+00 TO 41+40 (L JUTE NET
~ (TYPICAL) JUTE NET SEAL
~I - i TREE PROTECTION FENCE INSTALL ROCK PIPE
INSTALLED DURING INLET PROTRECTION
CLEARING PHASE DIVERT DITCH FLOW TO NCDENR PRACTICE
' f ~ ~ ~ SEDIMENT TRAP (TYPICAL)
/
i i 1
/ ~ / v
f ! _ _
i E - \ 0
R ' rn - Z O
R OI -
OO _ _ _ _ - R ~ ~
O~ ~ - - - - _ W ~ W - - - - - - - - - - - - - - l oc
~~h
J ~ W w ~
Z ~ Q W ~ o
Q~~ i _ - -
JUDD PARKWAY ° ~ ~ °z
I ~I OUTLET PROTECTION JW _
I ~ - - ~ CLASS B RIP RAP o° o
~ -ES.T TONS
~ ~ --ESTSSYFF'--_ BERM - WoW z z
R BERM
Z ~
~ , Q~~~ W ~ oa 0~ ~ ~ ~
I~ ~ ~ > ~
INSTALL TOE ' ~ a ~
PROTECTION c a ~ v ~ Z ~ ~
~ SEE DETAIL 3 LL OO
o SHEET 2-8 o OUTLET PROTECTION \
L ~ CLASS 'B' RIP RAP
I END BERM EST 3 TONS \
i
' ~ PANEL WIALL EST 77 SY FF
J I ~ i `L- STA 47+20 \ °G SEE TYPICAL C p
C O SECTIONS &
I ~ CROSS SECTIONS \ ~ W
~ i INSTALL TEMPORARY LINER \ ~
INSTALL TEMPORARY 3 -L-STA 30+00 TO 37+30 RT ~ O
a STRAW WITH MAT SEDIMENT FENCE
~ NCDENR PRACTICE 6.62.9 INSTALL W 01?C - INSTALL TEMPORARY LINER p Z
~ (TYPICAL) -L-STA 3; -L- STA 37+30 TO 48+80 (RTJ
JUTE NET W JUTE NET
Z
Z
o I N
I N ~ 0
N O
~ z U
O 3 Z
o O H
o L
o LEGEND (APPLIES TO ALL SHEETSI °G W

~ DISTURBED AREA ROCK PIPE INLET PROTECTION o ~ DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
50 25 0 50 5O ~ OO TREE PROTECTION FENCE TDB GRAVEL & RlP RAP BASIN
~,I ~ PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION
\ GRAPHIC SCE SIC SCALE ENTRANCE TEMPORARY STREAM CROSSING ~ T ~ ERO 1 0
I N I \ TEMPORARY CHECK DAM
rn

~CE FINAL CONSTRUCTION PHASE PLANS PREPARED BY:
1. CONSTRUCT THE TEMPORARY DIVERSION CHANNEL 4. PUMP WATER OUT FROM AREA ENS 7M AREA ENCLOSED BETWEEN SEE SHEET ERO-4 FOR THE CLEARING AND GRUBBING PHASE. _
IN LOCATION SHOWN ON FINAL PHASE OF THE IMPERVIOUS DIKES 1 AND 2. AND 2.
EROSION CONTROL PLAN PER THE DETAIL ON THIS
5. CONSTRUCT STILLING BASIN 1 TO ~ SHEET. BASIN 1 TOACCOMMODATEA Kimley-Horn
VOLUME OF APPROXIMATELY 2175 YIATELY 2175 CUBIC FEET AS and Associates, Inc PO BOX 33068
2. ROUGH GRADE THE SURROUNDING AREA UP TO AN SHOWN ON THE FINAL PHASE OF T . PHASE OF THE EROSION RA~EicH, Nc 2636-3o6a PHONE. [phone]
~I ELEVATION OF AT LEAST 377: DO NOT PLACE CONTROL PLANS. FAXe [phone] ©2007
ROADWAY FILL OUTSIDE OF THE PROPOSED SLOPE
6. CONSTRUCT PROPOSED 2 10'X6' STAKES. D 2 @ 10'X6' RCBC AND WING
WALLS 2 & 3.
3. INSTALL IMPERVIOUS DIKES 1 AND 2 APPROXIMATELY
7. MODIFY IMPERVIOUS DIKES 1 & 2 ; ~ 10 MINIMUM FROM THE UPSTREAM AND DOWNSTREAM DIKES 1 & 2 SO AS TO ALLOW
WATER TO FLOW THROUGH BARRE FACES OF THE PROPOSED RCBC AS SHOWN ON THE FINAL )UGH BARREL 2 ONLY.
~I PHASE OF THE EROSION CONTROL PLANS. CONSTRUCT
8. CONSTRUCT WING WALLS 1 & 4. THE IMPERVIOUS DIKES SO AS TO ENCOMPASS POINTS ILLS 1 & 4.
B C & D. ATALL TIMES IMPERVIOUS DIKES SHOULD 9. REMOVE IMPERVIOUS DIKES. DIKES.
A.
FILL TO THE ELEVATION OF 378: TIE EASTERN ENDS OF 10. RESTORE CHANNEL BANKS. CONS SEAL INKS. CONSTRUCT PROPOSED
_ _ _ _ _ _ IMPERVIOUS DIKES TO PROPOSED ROAD WAY FILL AND - UPSTREAM AND DOWNSTREAM CH NSTREAM CHANNEL PLANS PREPARED BY:
~ TIE WESTERN ENDS OF IMPERVIOUS DIKES TO THE
IMPROVEMENTS. REMOVE RIP RAI BERM OF THE TEMPORARY DIVERSION CHANNEL. IOVE RIP RAP FROM TEMPORARY PREFORMED SCOUR HOLE OUTLET PROTECTION
DIVERSION CHANNEL. I class 'B' RIP RAP G I BSOI\I
W EST 5 TONS
~ 11. PLACE PROPOSED FILL OVER PROP I OVER PROPOSED RCBC. EST 8 SY FF ENGINEERS, PC
~ COMPLETE ROADWAY CONSTRUCT CONSTRUCTION. EST 25 SY PSRM Po Box 700 FUQUAY-VARINA, NC 27526
SEE DETAIL 5 PRONE: ~9i9~ ss2-22x3
O ~ SHEET 2-B FAxe ~gi9~ ss2-22s4
vJ p INSTALL TEMPORARY
INSTALL TEMPORARY ~ REINFORCED SEDIMENT FENCE
CHECK DAM ~ AT BASIN OUTLET
75 SPACING INSTALL TEMPORARY NCDENR PRACTICE 6.62A
NCDENR PRACTICE 6.83.1 CHECK DAM (TYPICAL)
(TYPICAL) ~I 75' SPACING
~I NCDENR PRACTICE 6.83.1 ~ ~ I
~ INSTALL TEMPORARY LINER 5 (TYPICAL) I
g.5 -Y3- STA 23+65 TO -L- STA 59+00 (LT) i+00 (LT)
STRAW WITH NET ~
~ I INSTALL TEMPORARY SEAL ti
w I SEDIMENT FENCE ti
I 1 I NCDENR PRACTICE 6.62.9 TREE PROTECTION FENCE ~ PO/NT C:
I ' (TYPICAL) 1 INSTALLED DURING STA. 59+65 -L-
~ TEMPORARY I pORARY CLEARING PHASE ~ 48.0©' LT _ ~
~ SEDIMENT TRAP MENT TRAP M E C ERT ~ STRU ION
I (INSTALLED DURI BALLED DURING o SE UENCE TH SHE y t r
CLEARING PHASE (RING PHASE) / / y MPER~/10 S ~1K 2 ~
INSTALL TEMPORARY LINER wl
-L- STA 48+80 TO -Y3- STA 23+65 L w )W TO ~ 4~~' L ~
JUTE NET DIVERT DITCH FLOW TO SEDIMENT TRAP.
~ , N , ~~E INTi®~P QPOSED O
~ ~ ~ _i. , FILL O~~
O ' / _ ~ ~ti , INSTALL STILLING
~ - JL OI BASIN #1 PER
~O / ~ ~ - - - ~ NCDOT STD.1630.04
O ~ R WOW ~ _ _ - R R ~
- W o
~f~ J ~ ~J
i VQW
~ ~ + I \ Z
Q ~ ~ ~ JUDD PARK AY ' , - ` ~ ~ • O
et lv p ~ a z
~ I ~ R _ _
_ ~ y: (pl ~ ~ ~ ~
W -
- Z a - _ ~ Q~~ a Z~
~ ~ w ~ ~ ~ W > ~ r _ i ~ ~ ~ a o
~ INSTALL TEMPORARY W ti ti J v h o Z
c 'SEDIMENT FENCE 1 ~ -D ~f SION CHANNEL ti ~'i ~ ~ g LL o
~ NCDENR PRACTICE 6.62.1 ~ti ~ EE "r EE DE~A/L T SHE`- _ ~ F-
~ ~ PICAL r I ` ~ o ~ ) 1 ~ ~ r t ~ INSTALL TOE
1 STA. 59+Og6 -~L-~ ~ PROTECTION
~ I = ~ i f 41 RTC r SEE DETAIL 4 ~
US DIKE 1 ~ ~ SHEET 2-B Q
~ POL,AI F-~B:
m ~ 0 J ~ ~ ~I
' C ~ ~ I m~ I ~ 0ti .....44.00 0 0
O ~ I ~ ' ; ~ ~ i ~ ~ ~ / 4 ~~r .°TIE INTO PROPOSED ~ W
i / I ~ FILL SLOPE ~
I ~ I I ~ ~ ~ ~ ` ~ TREE`PROTECTION FENCE
4 W , ~ ~ ~ ~ r INSTALLED DURING ~i =
~ INSTALL TEMPORARY s ~ INSTALL TEMPORARY LINER ti , INSTALL TEMPORARY ~u ~ r CLEARING PHASE ~ o
~ REINFORCED SEDIMENT FEN ~ I y, ~ -Y3- STA 16+600 T019+00 (RT) ry ~ ~ SEDIMENT FENCE ~ Z NCDENR PRACTICE 6.62.1 ~
AT BASIN OUTLET I STRAW WITH NET ° W ~ I ~ r / (TYPICAL)
= NCDENR PRACTICE 6.62A ~ I ~ ~ (TYPICAL)... I, J~'
~ ~ ` Z
o N INSTALL TEMPORARY
N ~ SKIMMER SEDIMENT BASIN ~ INSTALL TEMPORARY LINER ~
N 1 ~ 144LX48WX3D -L- STA 61 +50 TO 65+50 (RT) Z
O ~ SKIMMER FLOW RATE _:6912 CFIDAY STRAW W/TH NET v
o _ .r 3 FAIRCLOTH SKIMMER SIZE - 4 Z
~ ORFICE = 2.~' ~ ~ 0
I o - 1 ~ OUTFLOW - 36 GPM - J ~
i BARREL DIAMETER = 4" ' ~ 1 o = _ ~ LEGEND /APPLIES TO ALL SHEETS/ ~ au
~ SPILLWAY WIDTH (Hmax 0.5ft) - 12 4,
NCDENR PRA / E . 4.1 ~ CTC 66 DISTURBED AREA ROCK PIPE INLET PROTECTION ° DESicivED BY: Lpp
DETAIL TEMPORARY DIVERSION CHANNEL - - - - - - °°o°°° DRAwN BY: LPP
f Not to SCOIeI CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o ? o
INSTALL TEMPORARY LINER °o°o°°°o CHECKED BYc MSW
t r I IMPERVIOUS -Y3-STA 16+600 T019+00 (LT) noun 2,. 2' SEPERATOR TEMPORARY SILT FENCE DArE: 9-9-2OOS
STRAW WITH NET d ~ D
50 25 0 50 B Ftlter 5O lOO TREE PROTECTION FENCE ~ row GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
~ Min. D= 3 Ft. Fabric O
O Max. d= 3 Ft. N B= 4 Ft. TEMPORARY CONSTRUCTION ENTRANCE ERO 11
I ~ ~ b= 2 Ft.
_ - , • _ GRAPHIC SCAT N Type of Liner- Closs B Rip Rap IIC SCALE TEMPORARY STREAM CROSSING ~ T ~ ~ TEMPORARY CHECK DAM

PLANS PREPARED BY:
FINAL CONSTRUCTION PHASE
SEE SHEET ERO-5 FOR THE CLEARING AND GRUBBING PHASE. _
TEMPORARY CROSSINGISHORING DETAIL Kimley-Horn and Associates, Inc
PO BOX 33068
5' 16' RALEIGH, NC 27636-3068 PHONEe [phone]
MIN. TRAVEL WAY EAx: ~olo~ 677-2oso ©2007
TEMPORARY
SEDIMENT TRAP
INSTALLED DURING (
CLEARING PHASE ) NOTES: NOTES:
~I CONSTRUC CONSTRUCT TEMPORARY SHORING TO AN
~I ELEVATION OUTLET PROTECTION ELEVATION OF AT LEAST 6' ABOVE EXISTING
TEMPORAR CLASS 8 RIP RAP TEMPORARY CROSSING GRADE. TEMPORARY ~ GROUND
EST 3 TONS LIMITS OF 1 SHORING LIMITS OF TEMPORARY SHORING: _ _ _
EST 10 SY FF STA. 66+7~ STA. 66+75 TO 67+ 15 -L- - ~ _ _ _ ~ ~ ~ - - -
PREF RMED R H LE 0 SCOU 0 SEAL
~I OUTLET PROTECTION ~I CLASS 'B' RIP RAP PROPOSED PLANS PREPARED BY:
EST 5 TONS CULVERT
~I EST 8 SY FF
NOT TO SCE EST 25 SY PSRM NOT TO SCALE I BSOI~I
INSTALL TEMPORARY SEE DETAIL 5 ENGINEERS, PC
SEDIMENT FENCE SHEET 2-8 -
NCDENR PRACTICE 6.62.1 PO BOX 700 FIJOIJAY-VARINA, NC 27526
INSTALL TEMPORARY LINER PICAL C~1~ ) PHONEe [phone] FAX. [phone]
h -L-STA 62+50 TO'`66+17 (LT) ~p
STRAW WITH NET
DIVERT DITCH FLOW TO THE PROTECTION FENCE SEDIMENT TRAP IN ALL DURING
C ARI G PHASE
PI L ( )
AINTAlN TEMPORARY STREAM 0 O
CROSSING AS CONSTRUCTED ~
DURING CLEARING ND GRUBBING _ TEMPORARY R PHA
_ _ _ SEDIMENT TRAP SEAL
O I _ - - - - - - S CULVE CO TRUCTION O O _ - bb' _ (INSTALLED DURING NG INSTALL TEMPORARY LINER
O ~ - ~ - QUENC HIS HEET CLEARING PHASE) O W ~ I -L- STA 68+50 TO 72+50 (LTJ
W ~ ~ ti + MAINTAIN STILLING ~ ~ Z ~ 0 b STRAW WITH NET INSTALL TEMPORARY
N CONSTRUCTED SEDIMENT FENCE
Z W IN CLEARING - V Q ~ DIVERT DITCH FLOW TO NCDENR PRACTICE 6.62.1
~ ~ I PHASE ~i (TYPICAL)
Q V) ~ SEDIM~~IT TRAP
~ F IW / _ ~
JW _ ~ Itn ~ ~ ~
~ I ~ ~ 1 _ ~ ~h
W Z O
R ~ w _ l 1 ~
~ i i ~ ~
i ~ W _ 1 1
~ W~ ~ ~ ~ . _ . _ _ , ~
~
DIVERT DITCH FLOW TO J - - o
UD SEDIMENT TRAP Q R
K W AY o 4 Y ~ 1 \ ~ ~ 4 Z ~ \ ~ ` ~
.INSTALL TEMPORARY LINER ~ ~ \ - /P ~
=L-STA 61+50 TO 65+50 R ~ ~
srRAw W~rH NEr - , _ ~ Q - ~ _ Z Z
TEMPORARY w _ _ - ~ ~ ~ - ~ J ~ Q
SEDIMENT TRAP _ _ _ - - _ ~ _ ~ _ ~ ¢ ~
(INSTALLED: DURING /
CLEARING PHASE) O ~ ~ Z /~_yj _ ~ O , Q~ Z V
INSTALL TEMPORARY
SEDIMENT FENCE DIVERT DITCH FLOW TO IW TO' ~ X ~ y ~
c NCDENR PRACTICE 6.63.1 ti _ ~ ~ ~ ~ SEDIMENT TRAP
~ (TYPICAL) ; Oti / ; - _ o ~ ~ - _ ~ Q' l~
N UPON STABILIZATION OF INSTALL ROCK PIPE MAINT N ERSIQ PREFORMED SCOUR HOLE ° SURROUNDING AREA, REMOVE - ~
~ INLET PROTRECTION CHAN E D 1 RVI `S OUTLET PROTECTION i , ~ SENDMMENT TRAP AND INSTALL
NCDENR PRACTICE 6.55: DIKE ONST CT CLASS B RIP RAP 'SPECIAL LATERAL b DITCH
~ (TYPICAL) DU 1 CLE GAD EST 5 TONS i WITH CLASS B RIP RAP a
~ / ING P ASE EST 8 SY FF 'EST 70 TONS ~ ~
~ 1 EST 25 SY PSRM ~ EST 160 SYFF ~z
~ SEE DETAIL 5 SEE DETAIL 10 o SHEET 2-8
SHEET 2-B ~ ~z ~ W
~
3 TEMPORARY INSTALL TEMPORARY LINER -L- STA 69+00- TO 74+50 (RT) _
a SEDIMENT TRAP STRAW WITH NET 1 0
~ (INSTALLED DURING ~ z
~ CLEARING PHASE)
W = 1. CONSTRUCT THE TEMPORARY DIVERSION CHANNEL IN 4. PUMP WATER OUT FROM AREA ENCLOSED BETWEEN IMPERVIOUS
LOCATION SHOWN ON CLEARING AND GRUBBING PHASE DIKE 3 AND TEMPORARY STREAM CROSSING. o z
O OF THE EROSION CONTROL PLAN PER THE DETAIL ON N 5. CONSTRUCT STILLING BASIN 2 TO ACCOMMODATE A VOLUME OF
N THIS SHEET. 0
C0 APPROXIMATELY 896 CUBIC FEET AS SHOWN ON THE CLEARING N
0 2. INSTALL IMPERVIOUS DIKE 3 APPROXIMATELY 10' MINIMUM & GRUBBING PHASE OF THE EROSION CONTROL PLAN. z U
FR M THE P TREAM FA E F THE PR P ED R B A 0 0 US C 0 OOS CC S Z
3 6. CONSTRUCT PROPOSED 10'X9' RCBC AND WING WALLS 1 & 4. ~ SHOWN ON THE FINAL PHASE OF THE EROSION CONTROL o O H
° PLANS. CONSTRUCT THE IMPERVIOUS DIKES SO AS TO ~ 7. REMOVE IMPERVIOUS DIKE AND TEMPORARY STREAM CROSSING
' ~ ENCOMPASS POINTS E & F. AT ALL TIMES IMPERVIOUS o LEGEND (APPLIES TO ALL SHEETSI °G W
% DIKE SHOULD FILL TO THE ELEVATION OF 364: TIE 8. PLACE ADEQUATE ROADWAY FILL OVER RCBC TO PROVIDE
~ WESTERN ENDS OF IMPERVIOUS DIKE TO PROPOSED EQUIPMENT CROSSING OF STREAM. DISTURBED AREA ROCK PIPE INLET PROTECTION o ~ DESicNED aYe Lpp
DETAIL ROADWAY FILL AND TIE EASTERN ENDS OF IMPERVIOUS - - - - - - o0000o DRAwN aYe LPP
9. RE T RE HANNEL BANK . N TR PR P ED P TREAM TEMPORARY DIVERSION CHANNEL CONSTRUCTION LIMIT C F STORM DRAIN INLET PROTECTION o?o 0000 o CHECKED BYe MSW
DIKE TO THE BERM OF THE TEMPORARY DIVERSION S 0 C S CO S UCT 0 OS U S t Not to scale) AND DOWNSTREAM CHANNEL IMPROVEMENTS.
CHANNEL. TEMPORARY SILT FENCE DArEe 9-9-2008
~I 10. PLACE PROPOSED FILL OVER PROPOSED RCBC. COMPLETE , P ~ N t r ~
3. CONSTRUCT THE TEMPORARY STREAM CROSSING IN LOCATION M ERV OuS Ground 54 25 0 50 ROADWAY CONSTRUCTION. SEPERAioR D 5O lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o SHOWN ON CLEARING AND GRUBBING PHASE OF THE EROSION
o NTR L PLAN. N TR TEM RARY TREAM R IN B N CO 0 COS UCT PO S C OSS G TEMPORARY CONSTRUCTION ENTRANCE
~I ~ TO ACTAS IMPERVIOUS D11(E DOWNSTREAM OF PROPOSED Mln. D= 4 Ft. d' B= 6 F t.
GRAPHIC SCA N CULVERT. b= 2 F t. ~ I C SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 12 TEMPORARY CHECK DAM
o~ Type of Liner= STRAW W/ NET

PLANS PREPARED BY:
FINAL CONSTRUCTION PHASE
SEE SHEET ERO-6 FOR THE CLEARING AND GRUBBING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
OUTLET PROTECTION CLASS 1 RIP RAP
EST 17 TONS
EST 38 SY FF
INSTALL TEMPORARY
SEDIMENT FENCE
NCDENR PRACTICE 6.62.1
TYPICAL ~ ( )
INSTALL TEMPORARY LINER INSTALL TEMPORARY SEAL
-L-STA 75+60 TO 85+50 (LTJ SKIMMER SEDIMENT BASIN STRAW WITH NET PLANS PREPARED BY:
MINIMUM DEPTH = 3.5'
MINIMUM SURFACE AREA = 4 900 SF
SHAPE TO FIT EASEMENT AREA
to ALLOW STORAGE TO BACK UP INTO D/TC G I BSO1~I ENGINEERS, PC
ti AS NECESSARY
SKIMMER FLOWRATE = 4 992 CF/DAY PO BOX 700 FIJOIJAY-VARINA, NC 27526
FAIRCLOTH SKIMMER SIZE = 4" PHONEe [phone] FAX. [phone]
ORFICE = 2"
OUTFLOW = 26 GPM ~h
BARREL DIAMETER = 4" SPILLWAY WIDTH Hmax = 0.5ft = 12'
( ) I'~ NCDENR PRACTICE 6.64.1
O
~ - REMOVE TEMPORARY STREAM CROSSING
CONSTRUCT FINAL EMBANKMENT
i
- W TREE PROTECTION FENCE
N INSTALLED DURING SEAL
i ,R o CLEARING PHASE (TYPICAL)
o,o
_ o~ ~ W ow
w _ z
~tiw INSTALL TEMPORARY LINER
_ w -L- STA 87+00 TO 96+00 (LTJ
UQ _ _ Z T - _ _ v V- ~ o R JUTE NET
_
OUTLET PROTECTION
~w _ I Ul ~ - _ ~ - _ CLASS 'B' RIP RAP
( ~ ~ ~ EST 5 TONS o
EST 74 SY FF
~ ~ i INSTALL TEMPORARY ~ ~ 68 =24" RCP
~ w SEDIMENT FENCE
NCDENR PRACTICE 6.62.1
i i (TYPICAL)
~ ~ ~e ~ . ~ ~ \ ~ O
e I v
~ i i ~ ~ O ` ~ \ Z
INSTALL ROCK PIPE ~ ~ ~ ~ ~ ~ - ~ ~
INLET PROTRECTION ~ ~
NCDENR PRACTICE 6.55 i (TYPICAL) ~ REDUCE TRAP SIZE AS ~ ~ Q ~ ~ Z /Z/~~~
REQUIRED TO CONSTRUCT J Y~
TI~'EE ROTECTION FENCE ROADWAY. RESULTING MINIMUM \ O
INS~T~~LED DURING SURFACE AREA MUST BE
CLF.~1 RING PHASE GREATER THAN 426 SF. ` !yam \ F Q Z a
(TYPICAL)
~ ~ ~ ~ ~ a o
c INSTALL TI ~ -INSTALL TEMPORARY LINER ~ ~ Z ° Z
~ -L-STA 76~ ~ -L- STA 76+79 TO 86+00 (R~ } $ o o ~ o
STRAW WI o STRAW WITH NET ~ ~y ~ ~ ~
~
i
J P~ ~ Q ~ ' ~ o 0
~ C O
j ~ ~ W
i I s, ~
~ 1 i i _
Q / ~ ~
D O I ~ ~ Z
J °1 ( i i - ~
t ,.f'
\ ,o r
O i r Z
O N g
N ~ ~ 0
N O
~ z U
O 3 Z
o O H
o L
o LEGEND (APPLIES TO ALL SHEETSI °G W

~ DISTURBED AREA ROCK PIPE INLET PROTECTION o ~ DESicNED aYe Lpp
- - - - - - o0000o DRAwN aYe LPP
CONSTRUCTION LIMIT C F STORM DRAIN /NLET PROTECTION o?o 0000 o CHECKED BYe MSW
TEMPORARY SILT FENCE DArEe 9-9-2008
2 50 5 0 50 ~ 5O lOO TREE PROTECTION FENCE rD~ GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~
GRAPHIC SCALE N I \ SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 13 TEMPORARY CHECK DAM
rn

PLANS PREPARED BY:
FINAL CONSTRUCTION PHASE
SEE SHEET ERO-7 FOR THE CLEARING AND GRUBBING PHASE. _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONE. [phone]
FAXe [phone] ©2007
SEAL
PLANS PREPARED BY:
G I BSOI\I ENGINEERS, PC
PO BOX 700 Q FUQUAY-VARINA, NC 27526
Q PHONE: [phone] FAXe [phone]
~ O ~
~
IN TALL TEMP RARY LINER S 0
-L- STA 87+00 TO 96+00 (L~
JUTE NET SEAL
Z 0
R
F W
'
~ o~ o, o 0
o~
oW w+ Z
2~
~ ~ JUDD PARKWAY s w
vQW ~ti= Q
Q cn ~ R R ? ~
~ I W - - - - - - - - ~ - - - - - - - - - - - - - - - - - - ~ - - - - - ' w ~ v
I JW ~ ~ W o ~ z
~ ~ E E E E E ~ ~ a
\ W ¢ ~
\ ~ ~ O a
~
~ ~ g ~ o
~ ~ - - o - - ~ - -
a~
~ DIVERT DITCH FLOW TO
i SEDIMENT TRAP
~ oc
J ~ i 4z
C O
W
i ~ Q~
3 ~Li
4 Z
~ INSTALL TEMPORARY LINER W ~
~ -L- STA 88+50 TO 96+00 (RTJ O~G Z C
TEMPORARY STRAW WITH NET W
= SEDIMENT TRAP
...(INSTALLED DURING Z
~ CLEARING PHASE) I N C
I N ~ TREE PROTECTION FENCE O
' N INSTALLED DURING
' ~ CLEARING PHASE ~ Z v
o (TYPICAL)...: Z
3 ~ O
I o L J ~
LEGEND /APPLIES TO ALL SHEETS/ ~ au
o
~ DISTURBED AREA ROCK PIPE INLET PROTECTION ° DESicivED BY: Lpp
- - - - - - °°o°°° DRAwN BY: LPP
CONSTRUCTION LIMIT C F STORM DRAIN /HEFT PROTECTION o ? o
°o°o°°°o CHECKED BYc MSW
TEMPORARY SILT FENCE DArE: 9-9-2OOS
50 25 0 50 SO lOO TREE PROTECTION FENCE ~ row GRAVEL & RlP RAP BASIN PRO~ECr#: 012622001
o
o I N TEMPORARY CONSTRUCTION ENTRANCE
\ ~
GRAPHIC SCE N I \ Hoc SCALE TEMPORARY STREAM CROSSING ~ T ~ ERO 14 TEMPORARY CHECK DAM
rn

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
N rR r~ N H U UL DO NOT USE FOR CONSTRUCTION _
CONSTRUCTION SPECIFICATIONS A -UN HANK L. ~ANNELS 16o30J ~
Kimley-Horn
CONSTRUCTION SPECIFICATIONS 1. Obtain plan approval and other applicable permits including and Associates, Inc
1. Remove all trees, brush, scum s, and other ob °ectionabl e ~bJectionable material from the P° B°X 33°68
grading permits for borrow site. Refer to Section 230 Borrow P J „ , foundation area and dispose of properly. RALEIGH, NC 27636-3068 PH°NEe [phone]
Excavation in the 2006 NCDOT Standard Specifications. FAX: [phone]
2. Excavate the channel and sha e it to neat lines and d 2. Flag the work limits for protection. P t lines and dimensions shown on ©~°°7
the plans plus a 0.2-ft overcut around the channel perm 3. Hold preconstruction conference at least one week prior wren r r Lion n o ail u . d g seedbed p epa a s a d s d b d p channel perimeter to allow for bulking dup.
RIP RAP ( I
to starting construction. 3. Remove and properly dispose of all excess soil so the ss soil so that surface water may
4. Prior to any land disturbing (including demolition) activities, install enter the channel (reel . CONSTRUCTION SPECIFICATIONS Y
gravel and rip rap basin, temporary diversion, fabric/block and
Sub rode Pre oration -Pre are the sub rode for ri ra and filter to the re aired 4. The procedure used to establish grass in the channe~ ravel ilia inlet rotection tem orar ravel construction g p p g p p • q g p p ~ p Y g irnes and rades shown on the plans. Compact any fill required in the subgrade seventy of the conditions and selectron of species. Prop n the channel will depend upon the species. Protect the channel with
mulch or a tem orar liner sufficient to withstand antic entrance/exits, check dams, tree protection fence, and silt fence to a dense y approx~matrn that of the surrounding undisturbed material or overfill P Y, thstand anticipated velocities during
de ressions with ri ra . emove brush, trees, scum s and other ob °ectional the establishment period.
as shown on the erosion control Ions. P P P P J p material. Cut the subgrade sufficiently deep that the finished grade of the riprap
MAINTENANCE 5. In accordance with the erosion control plans and traffic will be at the elevation of the surrounding area. Channels should be excavated SEAL
sufficientl to allow lacement of the rr ra in a manner such that the finished control Ions: rode roadwa install storm drain s stem and ° y P P P _ p g Y~ Y ~ inside d~mensrons and grade of the riprap meet design specifications. During the establishment penod,check gross lined chant > -lined channels after every rainfall. PLANS PREPARED BY:
After rass is established, eriodicall check the chorine place inlet protection at each catch basin and drop ~nlet.Untrl boxes 9 . P Y ;k the channel9 check it after every
Sand and ravel filter blanket -Place the filter blanket immediatel after the round heavy rainfall event. lmmediatel make repairs. It is parti~ 's. It is particularly important to
are built and aril inlet devices installed install and maintain storm 9, Y Y ~ foundation is prepared. For ravel, spread filter stone in a uniform layer tot check the channel outlet and a l road crossings for bank ngs for bank stability and evidence
ifi th W r m r h n n l r f Tilt r m t ri ! i r t of i in or scour holes. Remove all si nificant sedimen~ drain under construction at end of day or onset of rain. Place spec ell dep e he e o e a o e aye o e a e a s used, sp ead he p P • 9 cant sediment accumulations to G I BSO1~I yep the grass in a healthy, vigorous ENGINEERS, PC
la ers with minimal mixin . maintain the designed carrying capaci .Keep the grass outlet rotection as shown on Tans. Place additional check dams Y g P P cond~t~on at all Mmes, since rt rs the primary erosion pro, erosion protection for the channel. P° B°X 7°°
nt ti Tilt r f ri - PI t 1 th felt r it tl n t r r f n ti n and stabilized ditches as ~ndreated. Modify silt fence placement Sy he c e ab c ace he c o e d ec y o he p epa ell ou da o . FIJ°IJAY-VARINA, NC 27526
Overla the ell es b at least l2 inches,and s ace anchor ins ever 3 ft alon PH°NEe [phone]
roan i Intl t o outl t n r l ilt f n p g Y p p Y g ~ a d e e s a d e s as ecessa aces e ce V PP Y'P the overlap. Bury the upstream end of the cloth a minimum of !2 inches below VEGETATIVE PLAN l6ollJ 7AX: `9'9' 552-2254
roan n w r n r ur t low r n oft loth or ov rl with t around top of proposed headwalls. g dad he e ecessa y, b y he e e d he c e ap he next section as re aired. Take care not to lama e the cloth when lacin ri ra . SEEDING SCHEDULE ~EDULE SEEDING SPECIFICATIONS
6. Com lete final radio for roods and stabilize with ravel. q • g P 9 P P P 9 9 9 If damage occurs remove the riprap and repair the sheet by adding another layer
Shoulders, Side Ditches, Slopes (3.1, 7. Finish drainage inlets,ploce curb and gutter and pavement, of filter material with a minimum overlap of 12 inches around the damaged area. s, Slopes (3:1J lJ After rough grading is completed, till soil in areas to be
If extensive damn e is sus cted, remove and re lace the entire sheet. and build shoulders. g ~ P Date Type Planting Rate seeded and planted to a depth of six inches.
Where lar e stones are used or machine lacement is difficult a 4-inch la er of Au .15-Nov.l Tall Fescue 8. Finish grading of slopes, topsoil cnt~ca! areas and permanently 9 P ~ Y 9 fine gravel or sand may be needed to protect the filter cloth. Nov.l-Mar.l Tall Fescue 250 lbs./acre 2J Apply agricultural lime, fertilizer, and superphosphate to 250 /bs./acre disturbed areas to be vegetated.
vegetate, seed and mulch. ~ ~ Abruzzi R e Y 25 lbs./acre 90 lbs. limestone/1000 sq. ft. (2 tons/acre)
9. All graded areas will be seeded,fertilized and mulched Stone Placement -Placement of riprap should follow immediately after placement Marl-Apr.l5 Tall Fescue 250 lbs./acre 35 lbs. l0-10-10 fertilizer/1000 sq. ft. (1500 lbs/acreJ
of the filter. Place ri ra so that ~f forms o dense,well- roiled moss of stone with A r.15-Jun.l5 dulled Common Bermuda rass r in t N T ifi tin t m int in vi r n p P g P 9 acco d g o CDO spec ca o s o a a a go ous,de se, a minimum of voids. The desired disbribution of stones throw hout the mass ma Jun.15-Au .15 Tall Fescue ~dograss l2 /bs./acre 40 /bs. 50% superphosphate/1000 sq. ft. (1750 /bs/acreJ
Y 9 60 /bs./acre
vegetative cover within 21 calendar days or sooner of completion be obtained by selective loading at the quarry and controlled umping during ~ ~ Browntop Millet final lacement. Place ri ro to its full thickness in one o ration. Do not lace ~ or Sor hum-Sudan H brills ~~M P P P Pe P 9 Y 35 lbs./acre 3J Disk nutrients into soil to o depth of six inches until SEAL ybrids ~~M 30 lbs./acre surface is uniform and free of large dirt clods.
of any phase of grading. If work on the protect ceases for more ri ra b dam in throw h chutes or other methods that cause se re anon of PP,Y P9 9 99
stone saes. Take care not to dislod e the underl in base or filter when lacin Slopes (3;1 to 2:1J than the aforementioned length of time, all disturbed areas shall hove 9 Y 9 P 9 4J Seeding permanent gross.
the stones. Marl-Jun.l Sericea Lespedeza (scarified) temporary vegetative ground cover established and erosion control ~ ~ and ~arified) 50 lbs./acre 3.0 lbs. KY-3l tall fescue/1000 sq. ft. (l30 lbs./acre) during
The finished slo e should be free of ockets of small stone or clusters of lar e February l5 through May l5 or August l5 through
devices marnta~ned. P, P 9 (Mar.l-Apr.l5J Add Tall Fescue stones. Hand lacin ma be necessar to achieve the ro r distribution of - P 9 Y Y P Pe (Mar.l Jun.30J or Add Weeping Lovegrass 60 /bs./acre November l5. dross 5 /bs./acre -OR -
10. After seeding is established, the contractor shall call NCDENR stone sizes to roduce o relative! smooth, uniform surface. The finished rode - P Y 9 . (Mar.l Jun.30J or Add Hulled Common Bermudagi >n Bermudagrass 8 lbs./acre 3.0 lbs. KY-3l tall fescue and 2.0 lbs. annual ryegrass/1000
and arrange for a final site inspection. Upon approval,ol! of the riprap should blend with the surrounding area. No overfall or protrusion of Jun.!-Se .l Tall Fescue ~M* P 60 /bs./acre sq. ft. during November l5 through February l5.
riprap should be apparent. ~ ~ Browntop Millet MGM temporary erosion control measures shall be removed from the _ x*,~ 35 /bs./acre
or Sorghum Sudan Hybrids ybrids M*~ 30 lbs./acre 5J Mulch seeded area with small grain straw at 90 lbs/1000
protect. MAINTENANCE Se .l-Mar.l Sericea Les edeza P P ~ funhulled-unscarifiedl sq. ft. (2 tons/acreJ. Spread uniformly. Approximately/2 J 70 lbs./acre of ground surface should be visible to avoid blocking z
ll. All erosion and sediment control practices will be inspected Inspect channels at re alai intervals as well as after ma °or rains,and make repairs g 1 ~ ~ Toll Fescue 50 /bs./acre o
weekly and after rainfall events. Needed repairs will be made promptly. Give special attention to the outlet and inlet sections and other points (Nov.l-Mor.lJ Add Abruzzi R e 25 lbs./acre sunlight to seedlings. On areas where the ground
where concentrated flow enters. Carefull check stab~ht at road crossin s and Y Y Y 9 immediately. look for indications of piping, scour holes, or bank failures. Make repairs Consult Conservation Engineer or Soil Conservati surface equals or exceeds a 3:l slope, and in the inverts ail Conservation Service of all drainage swales, tack mulch with asphalt emulsion oc
immediatel .Maintain all ve etation ad 'acent to the channel in a healt 12. Estimated time before final stabihzat~on rs 12 months. Y • 9 J for additional information concerning other alternatwes alternatives for at a rate of l50 gallons emulsion per ton of straw.
vigorous condition to protect the area from erosion and scour during out-of-bank letation rates are 6J Mulch around shubbery and trees with pine straw to depth
13. Site includes a roximatel l.0 acre of ermanent ve etation area. vegetatron of denuded areas. The above vegetation rates PP Y P 9 flow. Control of weed and brush growth may be needed ~n some iocatrons. those which do well under local conditions: other seeding ether seeding rate Q
14. After site is stabilized, gravel and rip rap basin, temporary combinations are possible. of 3 inches. o
diversion, and construction staging and material area stockpile areas, ~
Temporary.- Reseed according to optimum shall be removed, restored as existing, and permanently vegetated desired rmanent ve etation. Do not allow tem orar coy to optimum season for 7J Temporary cover
AN RA I N ( ~ g P Y L e J temporary cover to l- ORbs. brown top millet/1000 sq. ft. May through August 25. °z
as described in the maintenance and vegetative plan. grow over 12 inches ~in height before mowing, otherwise, ng, otherwise, fescue l.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April.
may be shaded out. a Z
MAINTENANCE J
CONSTRUCTION SPECIFICATIONS TOPSOILING (6v04J
CONSTRUCTION SPECIFICATIONS W o
Follow the construction se uence throw pout ro °ect develo merit. 1. Construct and ma~ntaan all erosron and sedimentation control practices and q 9 P J P measures in accordance with the approved sedimentation control plan and Q Z a
When changes in construction activities are needed,amend the construction schedule. MATERIALS W ¢ W
c a sequence schedule in advance to maintain management control. ~ O
~ 2. Remove ood topsoil from areas to be graded and filled, and preserve Determine whether the quality and quantity of available tc ~ it for use in finishing the grading of all critical areas. handling. Quality topsoil has the following characteristics: f available topsoil Justifies selective Temporary seeding -Protect topsoil stockpiles byy temporarily seeding as soon z a ~racteristics: as possible, no more than 30 working days or l20 calendar days after the
~ f ormoti on of the stockpile.
' ~ P Texture -loam sand loam and silt loam ore best• sand o MAIN NAN AN ~ 3. Scarify areas to be topsoiled to a minimum depth of 2 inches before Y Y ~e best; sandy clay loam, silty clay
a~ placing topsoil. loom, clay loam, and loamy sand are fair. Do not use heavy not use heavy clay and organic Permanent vegetation - if stockpiles will not be used within l2 months they
soils such as peat or muck as topsoil. ~ 1. The Contractor shall check al! erosion and sediment must be stabilized with permanent vegetation to control erosion and weed growth. Q
~ 4. Clear and grub areas to be filled to remove trees, vegetation, roots, or ~ control practices for stability and operation following every other ob °ectionable material that would affect the tanned stabilit of the fill. Or anic matter content - (sometimes referred to as "hun 'd to as "humic matter"J should be
~ J P Y 9 ~ greater than 1.5% by weight. ~ runoff produang rainfall but in no case less than once every SlT E PREPARAT lON ~
~ 5. Ensure that fill material rs free of brush,rubb~sh,rocks,logs,stumps,
~ week. Any needed repairs will be made immediately by the building debris, and other materials inappropriate for constructing stable fills. Acidify - pH should 6e greater than 3.6 before liminq,c More liming, and liming is required if Before spreading topsoil, establish erosion and sedimentation control practices c c
° it is less than 6.0. ~ Contractor to maintain all practices as designed. Also per 6. Place all fill in layers not to exceed 9 inches in thickness, and compact such as diversions, berms, dikes, waterways, and sediment basins. ~ z 1 W
National Pollutant Discharge Elimination System (NPDES) the layers as required to reduce erosion, slippage, settlement, or other Soluble salts should be less than 500 ppm. gym. Grading -Maintain grades on the areas to be topsoiled according to the
~ related roblems. a general stormwater permit, o rain gauge must be installed P _ approved plan and do not alter them by adding topsoil.
Sodium sodium adsorption ratro should be less than 5e less than l2. _
~ on site. The rain gauge must be kept onsite and inspections T. Do not incor orate frozen material or soft or hi hl cam ressible ~ P 9Y P Liming of subsoil -Where the pH of the existing subsoil is 6.0 or less, or the W o 'ifications should be at least 2 inches. soil is composed of heavy clays, incorporate agricultural limestone in amounts ~ z
° materials into fill slopes. The depth of material meeting the above qualifications sh ~ by the contractor must be made and logged after every half Soil factors such os rock fragments,slope,depth to water epth to water table, and layer recommended by soil tests or specified for the seeding mixture to be used. ~
W inch of rainfall and once o week. 8. Do not lace fill on a frozen foundation due to ossible subsidence and thickness affect the ease of excavation and spreadin of p P 9 spreading of topsoil. incorporate lime to a depth of at least 2 inches by disking.
= slippage. 2. The Contractor shall remove sediment from sediment
o Generall ,the upper part of the soil, which is richest in or richest in organic matter, is most Rougghening -immediately prior to spreading the topsoil. loosen the subgr~de
o trap when storage capacity has been approximately 50% 9. Kee diversions and other water covee once measures free of sediment desirab e; however, material excavated from deeper layers N P Y teeper layers may be worth storing by disking or scarifying to a depth of at least 4 inches, to ensure bonding of the topsoil and subsoil. if no amendments have been incorporated, loosen ~
N filled. Gravel will be cleaned or re laced when the during all phases of development. ~f it meets the other criteria listed above. ~ p the soil to a depth of at least 6 inches before spreading topsoil.
I N sediment pool no longer drains properly. l0. Handle seeps or springs encountered during construction in accordance Organic soils such as mucks and peats do not make goo. not make good topsoil. They can be °
with a roved methods. identified by their extremely li ht wee ht when dry. ' PP 9 9 3. The Contractor shall remove sediment from behind silt n dry. SPREADING TOPSOIL o w
° 3 ~ fence when it becomes 0.5 feet deep at the ll. Permanently stabilize all graded areas immediately after final grading is STRIPPING 0
o completed on each area in the grading plan. Apply temporary stabilization • Do not spread topsoil while it is frozen or muddy or when subgrade is o wet or frozen. Correct any irreggularities in the surface that result from w
~ fence. S~It fence will be repaired as necessary ~ measures on all graded areas when work is to be interrupted or delayed for Strip topsal only from those areas that will be disturbed be disturbed by excavation, filling, topsoiling or other operations to prevent the formation of depressions or
~ to maintain a barrier. l5 workin da s or Ion er. roadbuild~ng, or compaction by equipment. A 4 to 6-inch ° 9 Y 9 4 to 6 -inch stripping depth is common, water pockets.
~ but depth varies depending on the site. Determine depth o ~ 4. The Contractor shall fertilize,reseed as necessary,ond mine depth of stri~~ing by taking
~ l2. Show topsoil stockpiles, borrow areas, and spoil areas on the Plans, and soil cores at several locations within each area to be str% mulch all seeded areas according to specifications in the make sure the are ode uatel rotected from erosion. Include final generally varies along a gradient from hilltop to toe of 1 ea to be stripped. Topsoil depth Compact the topsoil enough to ensure food contact with the underlying soil, oES~oNEO aYe Lpp >p to toe of the slope. Put sediment but avoid excessive compaction, as it increases runoff and inhibits seed
Y q yP stabilization of these areas ~n the plan. bosins,diversions,ond other controls into place before st ice before stripping. germination. Light packing with a roller is recommended where oRAwN aYe LPP
vegetative plan to mantan a vigorous, dense vegetative high-maintenance turf is to be established. cNECKEO eY; MSW
cover. T KPl I N MAINTENANCE S OC L G
5. The Contractor shall provide ground cover on exposed slopes On slopes and areas that will not be mowed, the surface may be left rough oArEe 9-9-2008
Periodically check all graded areas and the supporting erosion and Select stockpile location to avoid slopes and natural dram or other areas within 21 calendar days of completion of any sedimentation control ractrces,es eciall after heav rainfalls. Prom tl traffic routes. On large sites,respreading is easier and natural drainagewoys, avoiding after spreading topsoil. A disk may be used to promote bonding at the interface > easier and more economical when between topsoil and subsoil.
P P Y Y PY ~ remove all sediment from diversion and other water-disposal practices. If topsoil is stockpiled in small piles located near areas wt gar areas where they will be used. PRO~ECr#: 012622001
o phase of gradrng.Permanent ground cover ~s to be provided for washouts or breaks occur, repair them ~mmed~ately. Prompt • • • All stockpile areas used shall be stab~hzed with silt Pena vith silt fence and seeded. After topsoil application, follow procedure for seedbed preparation, taking care
N all disturbed areas within 21 calendar days or sooner following maintenance of small eroded areas before the become si nrf~cant allies Y to ovoid excessive mixing of topsoil into the subsoil.
~ is an essential part of an effective erosion and sedimen anon con rot plan. Sediment barriers -Use sediment fences or other barriE ~ completion of construction or development. N retain sediment. other barriers where necessary to C'
~
rn

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
TEMPORARY CHECK DAM DETAIL (6.831 HARDWAf HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL 16.5/I
CONSTRUCTION SPECIFICATIONS
15 I In 1. As synthetic fabric,use a previous sheet of ny ~vious sheet of nylon, polyester, or ethylene yarn - extra strength
A f50 Ib/1 inch minimum) -that contains ultraviolet r I sufficiently porous to provide adequate drainage c ~toins ultraviolet ray inhibitors and stabilizers. Fabric should be equate drainage of the temporary sediment pool. Burlap may be
9" NOTE: used for short-term applications. !t must be replo~ min Crick dams to be Installed as Indicated on plan or if grade Is steeper It must be replaced every 60 days.
per plan detail. 2. Cut fabric from a continuous roll to eliminate roll to eliminate joints. SEAL
o CONSTRUCTION SPECIFICATIONS 3. For stakes, use 5-foot steel posts.
Filter sts. PLANS PREPARED BY:
' Fabrlc I. Place stone to the lines and dimensions shown in tip plan on a filter fabric foundation. 4. Space stakes evenly around the per/meter of tt perimeter of the inlet a maximum of 4 ft apart, and securely
2. Keep the center stone section at least 9 Inches below natural ground level drive them into the ground, approximately 24 inche ximately 24 inches deep. ~ i
I A where the dam abuts the channel banks. STONE FOR EROSION 3. Extend stone at least 1.5 ft beyond the ditch banks to keep overflow water 5. Place a 2 foot flap of wire mesh under the y mesh under the grove/ for anchoring. G I BSO1~I
15' CONTROL,CLASS B from cutting around the ends of ti>° check dam. STONE FOR EROSION 4. Set spacing between dams to assure that try elevation at tip top of the 6. Fasten fabric securely to the stakes and fray stakes and frame. Joints must be overlapped to the next stake. ENGINEERS, PC
CONTROL,"57 STONE E lower dam is the same as the toe elevation of tf~ upper dam.
Filter S~~P o his 24" max 5. Protect the channel downstream from the lowest check dam, considering 7. The top of the frame and Fabrlc must be well 1 >rlc must be well below the ground elevation downslope from Po Box 700 m b ssin the inlet. It ma be necesaor to build a tem rar 7uouAV-vARiNA, No ~7sB6 Ypa 9 Y Y po Y PXONEe ~gio~ ss< «s3
Fabrlc 2~~ ~oA at center that water will flow over and around the dam, ti>° drop Inlet to keep runoff from bypassing the I F 6. Make sure that the channel reach above the most upstream dam Is stable. dike on the down slope side of titz structure to pr he structure to prevent bypass flow. Mater/al from w/th/n the STANDARDIZED METAL F A x: c 9 i 9~ s s z- z z s q
7. Ensure that channel appurtenances,such as culvert entrances below sediment pool may be used for diking. I 4'to 6' click dams, are not subject to damage or blockage from displaced stones. king. POSTS 2' -0" IN GROUND
MAINTENANCE
I Section A-A MAINTENANCE I Inspect tip Fabrlc barrier after each rain and may ;ach rain and make repairs as needed.
Inspect check dams and channels for damage after each runoff event.
I Remove sediment from titz I area as necessar _ Anticipate submergence and deposition above tip check dam and erosion p00 y L -The distance such that points from high flows around the ed es of the dom. Correct all damn a immediatel . next rain. Take care not to damage or undercut tip 'ea as necessary to provide adequate storage volume for the ~e or undercut the fabric during sediment removal.
S A and B are of equal elevation If i nifi nt r i n r ~ n m in t I! r t tiv 9 r tin r in \ ` " o s g ca e os o occu s be ee da s, s a a p o ec e pap e GALVAN/ZED HARDWARE WIRE
A B that portion of the channel. ~ ~ EXTENDS TO TOP OF BOX
~ ~ ~ Remove sediment accumulated behind the dams as needed to prevent
~ ~ damage to channel vegetation, allow the channel to drain through the ~ ~ ~ o stone check dam and revent lar e flows from carr I sediment over the
~ ~ dam. Add stones to dams as needed to maintain de I ~ hei ht and cross section.
~ ~ g g METAL POST ~ ~ ~ ~ SET AL POST
~ ~ ~ ~ ~ SEAL - °
o~ ~ o
I HARDWARE lARDWARE 2, o ~ ~ 8
~ WIRE 2 3 SIRE ~ ,
TEMPORARY SILT FENCE DETAIL (6.621 TEMPORARY SILT FENCE REINFORCED 57 sroNE _ ~5' ~O "57 STONE ~~a ~
STABILIZED OUTLET DETAIL f6.62A1
8' MAX. O.C. STEEL POSTS ONLY PLACE POSTS 2 ~q$ Q~ ~ o ~ " ~ 0
AT LOW POINTS I I!
MIDDLE AND VERTICAL WIRES 4' MAX. 6' MAX. ~ SHALL BE 14 GAUGE MIN. ~ ~ ~ ~ a O o
~
~D~~•oooa~ o ~ "~®c;~cnc~ c
I TOP AND BOTTOM STRAND ~ SHALL BE !0 GAUGE MIN. !5
2 o~+c
Oo 0 Oo 0 00 00
- - ~ - - - - ~ - 0 0 - - - 5'0 Q°p ° "57 WASHED STONE PLACED T 0 A HEIGHT OF l2" -l8" M/N.
- - i ~ - - - - - 00 ~ ~ ~ ~ 0 0 ABOVE TOP OF BOX
+ ~5'MIN~ CLASS B RIP RAP GALVANIZED WIRE FILTER FABRIC EST 25 TONS O
C Z
FILTER FABRIC
P slcal Pro r R ulrements COMPACTED FILL ~ ~ ~ ~ l0' O.C. MAX/MUM Z Z
VARIABLE A. Filtering Efficiency 85% (mint VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST oc ~ Q
I Tensile Strength at Standard Strength- WOVEN WIRE FABRIC
- - - - - 20% fmaxJ Elongation 30 Ib/lin in fminl ORANGE, UV RESISTANT, W o
- - ~ - - _ _ ~ ' ~ ~ ~ _ - = Extra Strength- HIGH-TENSILE STRENGTH, oC Z O, WAR I N G I G N POLY BARRICADE FABRIC (TYPICAU W a
- - , ~ - 50 Ib/lin in (mini WARN/NG SIGN ~ ' ~
a ' ~ _ Slurry Flaw Rate 0.3 gal/sq ft/min (mini ~ ~ STEEL POST 2 0"DEPTH a
4" ~ , ~ ~ CONSTRUCTION SPECIFICATIONS MIN.10 GA. DO NOT NTER Z ~
° ' LINE WIRES ~ ' MATERIALS M/N. l4 GA. a ~ ~ LL O
° EXTENSION OF FABRIC AND 7. Excavate o trench approximately 4 inci>°s wide and L 8 inches deep along the proposed line of INTERMEDIATE ~ p
° WIRE INTO TRENCH 1. Use a synthetic filter fabric or a pervious sheet of polypropylene,nylon, posts and upslope from the barrier. ~ polyester, or polyetiylene yarn,which is certified by t1~ manufacturer or WIRES ~ s
~ supplier as conforming to tl~ requirements shown in tl~ table below. 8. Adjust spacing to place posts at low points along tl~ ~ ~
L I Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers fence line. N ADE
~ to provide a minimum of 6 months of expected usable construction Iife I I _ _ _ _ ~ at a temperature range of O to 120 degrees F. 9. Backflll the trench with compacted soli or gravel placed ~ ~-III ~ - - - - - - - - - - - - - - I I - ~ i I=1 I I I=_ - o~
SPECIAL SEDIMENT CONTROL FENCE over the filter fobrlc. - III I I. o I III=' ' ~ ~ Z
c 2. Ensure that posts for sediment fences are l.33 Ib/linear ft steel with a ~ o ~ 3 ~ minimum length of 4 ft. Make sure that steel posts have projections to 10. Do not attach filter fabric to existing trees. = I ORANGE, UV RESISTANT, -I I , I- p O HIGH-TENSILE STRENGTH, III II- N I II ~ Z
~ r facilitate fastening the fobrlc. - I ~ /4WIRE MESH SEDIMENT ll. Fasten support wire fence to upslope side of posts, ~ ~ POLY BARRICADE FABRIC fTYPICAU _
I V CONTROL STONE 3. For reinforcement of standard siren th filter fabric, use wire fence with a extending 6 inches into the trench. FRONT VIEW I ~ II-' ~ I ~
~ minimum 14 ou e and a maximum me9 s cin of 6 Inches. I ~ g g pa g 12. Attach continuous length of fabric to upslope side of SIDE VIEW u~
I Q fence posts.Avoiid joints,particularly at low points in the 2' CONSTRUCTION fence Iine.Wit°n joints are necessary,fasten fabric securely 40" 40" NOTES
~ , ~ 1 MIN support posts and overlap to the next post. ~ 1. Construct the sediment barrier of standard strength or extra strength WARN/NG SIGNS TO BE MADE OF DURABLE,WEATHERPRDOF MATERIAL. p C
~ _ - = synthetic filter fabrics. 13. Attach warning sign (see Tree Protection Deta111 to fence 3" LETTERS TO BE 3" HIGH M/N/MUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. ~ Z
- - where fence Is located adjacent to and !n buffer areas. W = _ F - _ ~ - 2. Ensure that tip i~lght of the sediment fence does not exceed 18 Inches Warning sign is incidental to silt fence. 4' SIGNS SHALL BE PLACED AT 50' MAX/MUM /NTERVALS. ~ PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
_ - _ - , _ - above titz ground surface. fHlgher fences may Impound volumes of water ~ ~ ~ sufficient to cause failure of the structure). 3„ FOR TREE PROTECTION AREAS LESS THAN 200'lN PERIMETER,PROVIDE NO LESS THAN ONE
~ MAINTENANCE TREE PROTECTION O %4WIRE MESH 3. Construct tl~ filter fabric from a continuous roll cut to the length of the rECTioN AREA SIGN PER PROTECTION AREA.
N barrier to avoid joints. Wl~n joints ore necessary, securely fasten the Inspect sediment fences at least once a week and 4" /8„ ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.p MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ~
c~ SEDIMENT CONTROL filter cloth only at a support post with overlap to ti>° next post. after each rainfall. Make any required repairs immediately. ~ STONE 3" DO NOT ENTE RIOT ENTER ADDITIONAL SIGNS MAY BE REQUIRED BY TOWN OF WAKE FOREST OR NCDENR, z ~
I N Should tip fabric of a sediment fence collapse, tear, ~ 4. Support standard strength filter fabric by wire mesh fastened securely decompose or become lneffectlve,replace It promptly. 4" BASED ON ACTUAL FIELD CONDITIONS. OV J SIGNS SHALL BE INCIDENTAL TO THE FENCE.
~ to the upslope side of the posts using heavy duty wire staples of least 1 Replace burlap every 60 days. O p
o I' MIN WATERS 2~ inch long, or the wires.Extend the wire mesh support to the bottom of the 3 FLOW trench. Remove sedlmentdeposlts as necessary to provide WARNING SIGN DETAI JG SIGN DETAIL ~ O
~ - - adequate storage volume for the next rain and to reduce o - _ - 5. When a wire mesh support fence Is used, space posts a maximum of pressure on the fence. Take care to avoid undermining w
~ - - - - 8 ft apart. Support posts should be driven securely Into the ground to a the fence during cleanout. _ - _ = minimum of 18 Inches on the dawnslope side of the trench.
° - - - - Remove all fencing materials and unstable sediment
~ ~ 6. Extra strength filter fabric with 6-ft post spacing does deposits and bring the area to grade and stabilize it after ~ STEEL POST - not require wire mesh support fence. Staple or wire the the contributing drainage area has been properly stabilized. TREE PROTECTION DETAIL
r WIRE MESH 2 2' DEPTH filter fabric directly to posts. /4 DES/GNED BYe Lpp
DBAwN BYe LPP
CHECKED BYe MSW
DATEe 9-9-2008
~ PBO~ECr#: 012622001
O O
N . ~ ~
\ d.
N \

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
TEMPORARY GRAVEL & RI P RAP BASIN (6.601 BAFFLES (6.65)
J
' O w
~ ~ 0
Z ~ ~ SEAL
I O U 8 I ~ PLANS PREPARED BY:
I Z
I O_ U
v7 O NOTES ~
~ ~ j ~ G I BSO1~I ~ ENGINEERS, PC
z w w !.Earth berm shall be stabilized with seeding according to standard v,
I specifications section 1660. Earth berm and seeding will be considered ~ _ ~ Incidental work Id for at the contract unit rlces of the various erosion - PO BOX 700 _ ~ FIJQIJAY-VARINA, NC 27526
O ~ ~ w ,pa P x ~ ~ control items included in the contract.. , PHONEe [phone] U FAX. [phone]
' wm wQ~ ~ O m ~
W In ~ J ~ ~ J w 2. Use clean compactor fill material for earth berm. z ~ - Qw
O Q ~ U ~ 3. #57 washed stone shall be aid for at the contract unit rice r ton o~ o U
~ ~ w - ~ A P Pe - ~ w ~ "Sediment Control Stone." =Q Q
' U) U ~ m > O - J III- J a O w = = Q 0 4.Erosion control stone shall be paid for at the contract unit price per ton ~ moo w° ~ww
0 I-III-II , ' - - ~ z "Stone for Erosion Control,Class B." ' O - - ~ ~ - ~w w~~ ~J~
ti III-III- - Q = _ ~ ~ o w~ ~Q ~m =
I-III-III Filt r f ri 11 i f r t t ntr t nit ri r r r ~ - - Q ~ 5. e ab c sha be pad o o he co ac u p ce pe squa e ya d w III-III- z c~ Filter Fabric for Drainage. t - Q o
O 11=III=I I I c9 m v
O - - - III=III= CONSTRUCTION SPECIFICATIONS , - 00 - - x ,
o -III=11I - - - Q 1. Clear,grub and strip the area under the embankment of all vegetation W
= ~ = w ~ and root mot. Remove all surface soil contoinin hi h amounts of or anic ~ 9 9 9 ~ ~ SEAL
=III ~ matter and stockpile or dispose of it properly. Haul all objectionable ~ w ° m~
~ - ~ w material to the desi Hated dis sal area. z o o III- ~ g ~ W o0 ~
~ - -O III. w O ~ _ w w 2. Ensure that fill material for the embankment is free of roots,woody v~
I N cn vegetation,organic matter,and otf~r objectionable material. Place the ° ~ o I= o ~ ; =m
I ~ ~ fill in lifts not to exceed 9 inches and machine cam ct it. Over fill the - - ' w Z CC ~ ~ w ~ ~ ~ ~ w U w=
0 ~ embankment 6 inches to allow for settlement. - J ~I ~ Q ~°mw 0 0 0 0 II, °Q W ~ ~ ~ a z
p~ - w 3. Construct the outlet section in the embankment. Protect the ~ N ~ QQ~
w ~ connection between tt~ ri ra and the soil from i in b usin filter m ~ z oO0 - P P PP 9 Y 9 `~wQ _ ~ p 0 , _ fabric or a keyway cutoff trench between the riprop structure and the sal. J o ° m m=~ ~ ~J
o ~ o I I=_ _ X Q 0 ~ Qw ~ o~~ w
I - w 0 - - Q -Place the filter fa ric tween the ri ra and soil Extend the fa ric ° ° ° III-_ - b be p p 6 Qom ~ 0 - _ ~ ~ W ~=w ~ o~?= to
L~j - across the spillway foundation and sides to the top of the dam; or m ~ o Q III- O U o - _ , ~ _ ~ ~
O III_ _ ~ W 0 0 - _ Excavate a keyway trench along the centerline of the spillway cn
O III , (n 0 0 - foundation extending up the srdes to the height of the dam. The trench 11 ~ O~C
- I should be of least 2 ft deep and 2 ft wide with 1:1 side slopes. 0 ~ ~
III ~ , I ~ ~ - 4. Clear the nd area below the elevation of the crest of the s illwa to W ~ ~ II ~ P Y m ~ W
Q (n Q facilitate sediment cleanout. ~ ~
d aQ 00 0 ~ ~ z O 0a o w o 000 - z 0 0 ~ 5. All cut and fill slopes should be 2:1 or flatter. m O
z o ~ ~ Q Q c' Q p ~ o Q 0 w
~ z ~ = U OQO ~ 6. Th° basin should be excavated 15 feet below rode. ~ Q - QO CO ~ Q O w z 9 o ~ Z
~ o - ~w _ w ~ z - r~ 1. Ensure that tt~ stone (draina eJ section of the embankment has a minimum m
Q~ 9 r` O N ~ 0 0 bottom width of 3 ft and maximum side slopes of la that extend to the bottom o ~ ~ ~ ~ ~ wQ ~ a
/o vn ~ 0 0 OQ of the s illwa section. # cn ~ 0 p0 ~ P Y Z
Q 0 0 Q - 8. Construct the minimum finished stone spillway bottom width,as shown on the ~ ~ o O O ~ ~ a
(b0(~00 = plans, with 2:1 side slopes extending to the top of tf~ over filled embankment. -I W ~ x
o o _ I= Keep tlae thickness of the srdes of the spillway outlet structure at o mmrmum of I o z w ~ W o
w 0 0 _ 21 inches. The weir must be level and constructed to grade to assure ~ ~ I I Q - design capacity.
~ I=1 d ~ ~ > m ~ W
o, Q o 0 - = 9. Material used in the stone section should be a well-graded mixture of stone -I I I_ Z ~ U ~ ~ ~ a ~ U V1 ~
I ~ ~ Oo =1 with a d50 size of 9 inches (class 8 erosion control stone is recommended) and o =111- w o ~ a maximum stone size of 14 inches. The stone may be machine placed and the W ~ ~ ~ ~ Z ~ ~ L ~ ~ c
~ III- , - , w - smaller stones worked into the voids of the larger stones. Tl~ stone should be J ~ ~ ~ ~ ~ ~ ~ U _ Z =
o ~ III=I ~ hard,an ular,and hi hl weather-resistant. ~ U - _ ~m 9 9Y 0 ~ ~ Z O ~ U Q Z W _ ~ Z U ~ z
=1 I I J I i - _ - Q 10. Ensure tt~t the stone spillway outlet section extends downstream past the toe Z J W ~ W J W O m ~ N~ W Q U O
-III- w ~ O - = of the embankment until stable conditions are reached and outlet velocity is ~ o w ~ ~~z o°~o I~
o o - i ~ 0 =1 ~ acceptable for the receiving stream. Keep the edges of the stone outlet section
~ III- flu h with f urroun in roue n f nt r to onfin t outflow ~ M =1, s he s d g g d a d shape he ce e c e he ~ I - stream. - ~ ~ U ° wz Q~~ ~ O U = ~O~ C~ OG
> =1 -I ~I I O ~ ~ aW° °~zw~ ~ o- Z
~ _ _ ~ 11. Direct emergency bypass to natural, stable areas. Locate bypass outlets so o _ z I I_ ~I Z O ~ m~~ o~JO O in
~ - = w that flow will not damage the embankment. N ~ - ~I ~ ~ z ~ z z m~~c~ ; W
~I III= ~ J 12. Stabilize the embankment and all disturbed areas above the sediment I - ~
3 - - J ~ ~ - - and downstream from the basin immediately after construction. , I 4 = ~ w , ~ w ~ aQ ~ ~ W o~w
III- w I, ~ - X 13. Show the distance from the top of the spillway to the sediment cleanout ~i
~ ~ - ~ _ Q level (one half the design depth) on the plans and mark rt rn the field. ~ Q ~ m U a ~°o~ ~ C ~ ~ N ~ a Z
III_ ~ - ~
~ MAINTENANCE ~ O _ ~ ~ O a Y z Q ~ U ~ ~ ~ O
III- = w = Inspect basins after each period of significant rainfall. Remove sediment and z -I Q
o U J = restore tt~ basin to its original dimensions when the sediment t~s accumulated v~ III- O O ~ ~ ~ z
o ~ ~ w = to one-half the design depth of tf~ basin. Place the sediment that is removed ~ N I-I ~ ~ z w ~ a aJ in ~ ~ U m Q H O ~
N w w O - m the designated disposal area and replace tt~ contaminated part of the gravel o , - w z ~ D cn ~ I facie . w = W W ~ J - ~ w W O J
N 9 1 = i a ~ a cn V Q Q~ w ~ v=i w ~zo Z w
I ~ Click the structure for damage from erosion or piping. Periodically check the ~ ° _ de th of the s illwa to ensure if is a minimum of 1.5 ft below the low int of ~ ~ ~ ~ J cn - O p
p P P Y Po ~ 3 the embankment. Immediately fill any settlement of the embankment to slightly Q Q ~ ~ ~ w a w °w a NO
~ above desi n rode. An ri ra dis laced from the s illwa must be re laced W ° 0 9 9 Y P P P P Y P m~ w
~ immediately. ~ v, ~ 0 ~c~i~w ~ w ~ ~ ~ww 4i ~ ~o~ Q vi > o a w w°=
o After a!I sediment-producing areas have been permanently stabilized, remove the ° c~~~ m ~ o ~ ~ mz~ i
~ structure and all unstable sediment. Smooth the area to blend with the adjoining = ° oo,~ o ow Z - N I~ V LnUO
~ existing ground and permanently vegetate as described in the maintenance and vegetative plan. DES/GNED BYe Lpp
DBAwN BYe LPP
CHECKED BYe MSW
DATEe 9-9-2008
~ PBO~ECr#: 012622001
O O
N
\ d.
N \ ~ ~ ~

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
KI MM AI L
" ~ VARIABLE SIZE ORIFICE NOTE" ORIFICE ACCESSIBLE
VENT THROUGH SCREEN/DOOF EN/DOOR
SKIMMER IS TO BE A
SEE PLANSHEETS FOR SURFACE DEWATERING TS FOR ORIFICE SIZE
DEVICE SUCH AS DESIGNED
~ BY FAIRCLOTH SKIMMERS
OR EOUIUALENT PRODUCT ~ SEAL
PLANS PREPARED BY:

FLEXIBLE JOINT - FLOAT G I BSO1~I ENGINEERS, PC
f RADIATOR HOSE)
~,r PO BOX 700 FIJOIJAY-VARINA, NC 27526
PHONEe [phone] FAX. [phone]
OUTLET ENDo CONNECTION
TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN"
SHOWNo
~ NOT INCLUDED WITH SKIMMER SUPPL ~ SUPPLIED BY USERo
SEAL
BLOCK AND GRAVEL INLET PROTECTION (6.521
NOTES: z 0
1. Use block and ravel Inlet rotection when inlet is at existin
9 P 9 pavement locations. DEWATERING o~+c
CONCRETE BLOCK
2. Use block & ravel device or acce table alternative over rate 9 P 9
drain holes. /8"
CONSTRUCTION SPECIFICATIONS overlap o
o$~bo oroo~~~ ac o ~ ~ ~ ~ ~ ~ ~o " , Join strips by anchoring
1. Lay one block on each side of the structure on its side in a ¦ ¦ o and overlapping. oZ'
the button row to allow pool drainage. The foundation should ° ° ~ ~ $ In channels, roll out o ¦ ¦ ~ ~ ¦ ~ # direction of flow c onnels, roll out strips of netting parallel to the
be excavated at least 2 inches below the crest of the storm dram. 0 57 WASHED STONE Lion of flow and over the protective mulch.
Place the bottom row of blocks a ainst the ed e of the ~ ¦ ¦ ~ ° g 9 cry°~ ° g storm drain for lateral support and to avoid washouts when e CONSTRUCTION SPECIFICATIONS 'lFICATIONS Q Z
¦ ¦ ° overflow occurs.lf needed, give lateral support to subsequent rows _ ~ ~ ~ ~ ~ ~ 0
by placing 2x4 wood studs through block openings. SYNTHETIC ROVING o ~ ~ U '
o ~ Q
2. Careful! fit hardware cloth or coin ruble wire mesh with 0 Use North American Green PS 300 Y Pa o ~ reen PS 300 permanent erosion control matting ~ ° INSTALLATION OF NETTING AND MATTING Q a
%2 -inch openings over ol! block openings to hold grovel in place. ~ " 0 or e uivalent roduct a roved b en Cb0 ~ 9 P PP Y approved by engineer. W
~ 3. Use clean ravel,3/to /2 inch diameter, placed 2 ~ ~ 9 o Synthetic roving rs wound into a cyr Products designed to control erosion should be installed in accordance ~ a o Fund into a cylindrical package so that it can be with manufacturer's instructions. Any mat or blanket-type product used Z a
inches below the to of the block on a 2:1 slo or flatter and / ~ ~ ° ~ P Pe ~ ~ ° continuously withdrawn from the cer ~ from the center using a compressed air elector. as a protective mulch should provide cover of at least 30% of the ~ o
~ smooth it to an even grade. Use DOT 57 washed stone. ~ ° Ravin ex nds into a mat or lass i Q 9 Pa 9 mot or glass fibers as it contacts the soil surface. surface where it is applied. installation is illustrated below. ~
o o " ~ It is often used over a straw mulct ~ ~ L 0 ~ ~ e straw mulch, but must still be tacked with asphalt.
4. The structure shall be inspected after each rain and repairs ~ made as needed. 1. Apply lime, fertilizer and seed before laying the net or mat. if
Spread roving uniformly over the ar my over the area at a rate of 0.25 to 0.35 open-weave netting is used, lime may be incorporated before installing
~ Ib/s d. Anchor with as halt immedi i 5. Sediment shall be removed and the trap restored to its original q Y P asphalt immediately after application, at o the net and fertilizer and seed sprayed on afterward. Q
~ dimensions when the sediment has accumulated to %2the desi n rate of 0.25 to 0.35 Ib/sq yd. ~ 9 lb/sq yd. 2. Start laying the net from the top of the channel or slope and unroll it
~ depth of the trap. Removed sediment shall be deposited in a 2:1 SLOPE,GRAVEL FILTER ~ As a channellinin down the grade. Allow netting to lay loosely on the soil but without Q d at other sites of concentrated flow, the roving wrinkles-do not stretch. Z
suitable area and in such a manner that it will not erode. g,and at other site c o mat must be further anchored to pre ~chored to prevent undermining. It may be secured 3. To secure the net, bury the upslope end in o slot or trench no less °c in
~ 6. Structures shall be removed and the area stabilized when the with stakes placed at intervals no q. intervals no greater than l0 ft along the than 6 inches deep, cover with soil, and tamp firmly. Staple the net
r m inin r In r n r rl t ill draina ewa and random! throe hoc e a q d a age a ea has bee pope y s ab zed. WIRE SCREEN 9 Yo Y 9 omly throughout its width, but not more than every l2 inches across the top end and every 3 ft around the edges
3 10 ft a art. As an o Lion to stakin , ~ P P 9 'on to staking, the roving can be buried to a and bottom. Where 2 strips of net are laid side by side, the adjacent
a 7. No.57 stone shall be paid for of the contract unit price per TEMPORARY SEDIMENT de th of 5 inches at the u rode en „ " P P9 ~ ton Sediment Confrol Stone. POOL the len th of the channel. `he upgrade end and at intervals of 50 ft along edges should be overlapped 3 inches and stapled together. Each
~ DEWATERING g ~e/• strip of netting should also be stapled down the center, every 3 ft. ~ Z
~ ~ • • . NETS AND MATS Do not stretch the net when applying staples.
W 4. To join two strips, cut a trench to anchor the end of the new net.
_ • ' . ~p Nets alone generally provide little me Overlap the end of the previous roll l8 inches, as shown below, and rovide /itt/e moisture conservation benefits and stop/e every /2 inches lust be/ow the anchor s/ot.
1 MIN. °490 l6 o X00 ° • ~ only Nmited erosion protection. TherE ~otection. Therefore, they are usually used in J
0 2 MAX. 0 0 _ _ _ con 'unction with an or anic mulch s N oo ° o l g ~ganic mulch such as straw. MAINTENANCE ~
~ N .w';'~v ' ~ - - ~ CD , v;; e 8 ctia - -
N _ - _ _ _ _ ~ ~ Except when wood fiber slurry is u~ - - I I_ -III-III-III- 8 er slurry is used, netting should always be inspect all mulches periodically, and after rainstorms to check for rill o `J
o ~ i 1= _ _ _ _ _ installed over the mulch. Wood fiber I -1 I I_I I I_I I I_I I I_I I I_I I I, ;h. Wood fiber may be sprayed on top of an erosion, dislocation, or failure. Where erosion is obvserved, apply Z additional mulch. if washout occurs, repair the s/ape grade, reseed, p w
o ~ 1=III=III=III=III=III= ~ installed net. and reinstall mulch. Continue inspections until vegetation is firmly o °
~=III-1 I I_I I I_I I I_I I I o SEDIMENT i 1= _ _ < , : ~ Mats includin "excelsior" (wood fibe o -1 I I_I I I- g established. ~ for (wood fiber) blankets, are considered W
-1 • protective mulches and may be used may be used alone, on erodible soils, and
~ ~ ~ durin alt times of the ear. Place t~ 0 9 Y year. Place the matting in firm contact with i
~ the soil and staple securely. ~,I ~ purely.
DES/GNED BYe Lpp
DBAwN BYe LPP
CHECKED BYe MSW
DATEe 9-9-2008
~ PBO~ECr#: 012622001
o o
N
\ d. II ~ ~ -
N \

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
T P TI N U A A L L L
LEVEL SPREADER DETAIL
(Not to Scale)
CROSS SECT lON
PLAN VIEW
Material terial Variable
SEE PLUNGE 15 RCP PIPE stapled in pled in
T POOL DETAIL lace OULE p ice
THIS SHEET SEAL
- - - - - - - - - - - -
N I I - 6" min
I I m ~ ~ I I I I - I I I IIII IIII PLANS PREPARED BY:
I I , , - .IIII III IIII IIII I IIII I I IIII IIII G I Bso1~I
I I 1 Q I I {D
Q I I INV Y ' Y - IIII IIII IIII_ ~ ~ ~ ~ __IIII IIII IIII IIII IIII IIII ENCiNEERS,Pc
~ I I w ~ Q ~ Level lip FIJOIJAY-VARINA, NC 27526 vei lip Burie III IIII IIII IIII IIII IIII PO BOX 700
z~ I I w I w I A A of spreader I I SpreOder ~ min PRONFe ~g19~ ss2-22s3 FAX. [phone]
~ I I ~ I ~ I Z J I I
w w I I m ~ coNSrRUCrI~ N I I ONST RUCT lON SPECIFICATIONS
~I ~ I I m
J I I I I I I 1. The matting The matting should be a minimum of 4 ft wide extending 6 inches over the lip and
~ - - - -I buried 6 inch m ~ ~ m cried 6 i nches deep i n a verti cal trench on the lower edge. The upper edge should
r butt a ainst sr. 9 utt against smoothly cut sod and be securely held in place with closely space heavy
, I i i I / t wIr t duy e sad uty wire staples l2 inches long.
2. Ensure that Ensure that the spreader lip is level for uniform spreading of storm runoff.
3. Construct ti Construct the level spreader on undisturbed soil (not on fill).
SECTION-AA CONCRETE PAVED DITCH LEVEL SPREADER 4. Construct a SEAL . Construct a 20-ft transition section from the diversion channel to blend smoothly to
the width and ~e width and depth of the spreader.
PERMANENT SOIL
5. Disperse r~ REINFORCEMENT MAT . Disperse runoff from the spreader across a properly stabilized slope not to exceed
10%. Make sure Make sure the slope is sufficiently smooth to keep flow from concentrating.
NATURAL (PSRM)
GROUND 6. Imm i t I edaey . immediately after its construction, appropriately seed and mulch the entire disturbed
- _ area of the si rea of the spreader.
~
I MIN ~ MAINTENANCE NOTES: MAINTENANCE
1. LEVEL SPREADER SHALL FOLLOW EXISTING CONTOURS. Ins ect level s aspect level spreaders after every rainfall until vegetation is established, and promptly z
p I sake needed repairs. After the area has been stabilized, make periodic inspections o
2. LEVEL SPREADER SHOULD NOT BE CONSTRUCTED 1N A CONC DITCH ~ make needed ~ 3 MI N and keep vegE nd keep vegetation in a healty, vigorous condition.
FILL LOCATION. STD 850.01 oc
3. TOP EDGE OF DITCH SHALL BE CONSTRUCTED AT - - T + T L A ~ )
EXISTING GROUND ELEVATION. - - TA + ART)
L MULCHING DET Al L 160/4)
0
0 Z
a z~
U '
W o
Q Z a
W ¢ ~
~ o ~ O a
Z
O
~ CONSTRUCTION SPECIFICATIONS
r MP R TEMPORARY Dl V ERSION Dl T CH DET Al L
1. Remove and ro erl dis ose of all trees, brush, scum s, and other ob °ectionable material. ~ p p Y p p 1
~ 2. Ensure that the minimum constructed cross section meets all desi n re uirements. COMPACTED S01
~ 9 q L
~ 3. Ensure that the fop of the dike is not lower at any point than the design elevation plus the 2' M/N/MUM ~ °G ~z
~ specified settlement. , o
~ 4, Provide sufficient room around diversions to permit machine regrading and cleanout. FLOW ~ W
~ 5, Ve etate the rid e immediatel after construction unless it will remain in lace less than
3 9 9 y o p MINIMUM
a 30 working days, ~,I ~
~ 6. Use temporary liner where noted on plans. W C i
~ ~ 7.Temporary diversion ditch construction shall be paid for at the contract unit price per cubic O~G Z
~ yard Drainage Ditch Excavation.
Z 6' TYPICAL
o J
~ MAINTENANCE ' N f
N 1. ~ - CROSS SECTIONAL V lEW Z
I N o Inspect temporary diversions once a week and after every rainfall. Immediately remove O J U
Z W O p
o sediment f rom the flow area and repair the diversion rid e, Caref ull check outlets and g y
~ make timel re airs as needed. When the area rotected is ermanentl stabilized, remove o y p p p y O w
the ridge and the channel to blend with the natural ground level and appropriately stablhze lt. ~,I
0

DES/GNED BYe Lpp
DBAwN BYe LPP
CHECKED BYe MSW
DATEe 9-9-2008
~ PBO~ECr#: 012622001
o o
N
\ d.
N \ I-

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
SEAL
PLANS PREPARED BY:
T MP RARY RAV N T R TIN NT RAN IT L U /X ROCK PIPE INLET PROTECTION G I BSO 1~ ENGINEERS, PC
PO BOX 700 FIJOIJAY-VARINA, NC 27526
PHONEe [phone] FAX. [phone]
100' MIN O
W
c~ASS ~ RIP RAP(sEE sECTION TRR - SECTION THRU BASIN BELOW) /
'a~ Ji~3''a'~~~ a~xx ~:k~:3''2a~ ~',~a'3'~~'a~,~a a~,~3i 3;~~: ~;:a' ~''~a'a:~*: a:}~''a'}4: ~,~a 3'' i ~q.iyl.i~:yr. y~:yr y~:yr~'i"iY, p:yy, y.:yr.y~:yy 7.:yr'i"yr~i~:y~~.:yY.i~:ir~i.iil.i~:iY. y~L~~~:yy~Y.:yY r
'i jf~f: fib:;@i{{t,•;{.;A: f;t;ti~:•F;af;'•G: jf::t:'it'.if i.{if,iF:'`:+.~:iE.*1f if: {,:f i.{if i.~it+.{:+F:;{if ti l Y Y Y Y Y % '4 Y Y K Y• Y % a Y% Y Y% Y r a Y, %r % a 0 W 4;';1•S'.t r.~'.;r,; Vii.,::. n.,::.~f.c::,r :4.:r•.::.; ~.,(::i~:t.n•-:•.:!..i: •.;r:t•.i. ;.i:,:•.: ~ •
~ r. ~.:'X.ti• :'.k ~ :'.Y~•:'.Y.':::'.1:'::'.t'::,:~k ~ :'.C i :'.Y':::; Y':~:'.1:':::'.r ~ F. ~.:'.1:':.:'.t~ ~ :.k':.:'.Y': ~ :''y ;yi'.i,: •i, '~•n v '~%y '+Y q".;: Y",Y,: y+.,~ ;~..w 3"~•! •Y,•'iA'ti `3: ti `•7.. ti ''ii ~.'.9: •i''~%ti '~v: ;v," •i. ti i pp ~.y`1~.yy'ty,.yi2y,:yySq~:yr2y.:yy'Sy..yy'lye:yy2y,:yy7y~:yyZy~:yYTy..yY2q~:y1Yy"yY'!Y''y11y,'~Y'Sy'NS7ry''yY I W
i PLIDLIC r.: c• r.:. c e: r r: r r r i rx..~.iii,::;~~•v.:.v.~x,X~~;,~,r'}.ti,r;~..xi;k:•Y~,r,•`:;i,~ti.,~'~~•,x~•k,';xi?~'.ti~v~;i•~,v.:.i.'};Y,.,xrx, v~r;~.y. ' " " " 12 MIN _ ~
ROAD •.r..:.T:•:~iF,:'::"••~Y•.%:'•Xi•F:r,:.:.%...:')t;..;.r,;..:•CrF:fi;'f:! ••J:"..::f:••J •t';r;:S •'f)L': `ai v ':Y ti 'ti,: v,"~r,: i' `v`Y,''q•1 v,'".'%'r,''ri` v".9: Q^4.4".x v'".K v'".9: Y,''ti: 9` `i' v"H v".n v''•r: i' it ~y.:yyli',~y~y.:O'kyY~'Sygyr2y.:yyYy.;yy2yt:yy~¢.tyy'k•;.:}y`<Y.;yyki•;~y7y.:yy~j.:yyly~:~yk~.:y~y.:jy2•}~:yr f ~ ~ CXA S 1 RIP RAP HEADWAXX
:{.:'<{;@dik{:;::~.f ::dti;>~:' {t~{::6:d.:`.;{;si:{:~•:d:rL~::•'•{:'t({;•@.;{;:;sti¢:;t•;. I I i yy` k,•Y..w,v..v,ix:i,`rQ..r.ri,.r.rr.Y.,itiQ.,n.y,rr,,r,4r~k,i.,i.,W,v..xrx,%rQ..yy.,v,n,fi.rA'r: \ I I i I
i ',':•YF:Y:r•.~iF:•::Y•:•Y:::F):a::•t::?:fi:•::R:;:K: ::•Fi::K:.a::a•?:;G: ::F •::K'r I ~ i ~a• Y H• Y Y ~Y• .y. Y Y ~Y• Y, H,• Y a Y, ~'f, Y ~%Y H~ Y ~a• Y N• Y ry, Y .y. a ~ I 11's'z~':gr`1'~y S';i$'i'~ir t'~y ~';ys„1,:~1';ti':y~;i's2i'ri.:gr'f''+s?1'rsxt'y 5'~iri'~tis35'~ir \ / 1 / , s, i • :W SEAL
~ i
~ ~ / ~E ~~~~////////////•/W~' ~ 5 wAS ED STONE. THICH x 3' HIGH MIN.
U SENT PLAN VIEW ~ al~~r # °~~wr sroRA~E AREA -
~ TORAH I
I / ~ I ~
DIVERSION RIDGE NEW CONSTRUCTION
PUBLIC 90' MIN 10'
ROAD
n ~ i ~'v `yrti `%'v ~EWWWWVE WW o
i rl ,,•yy r~,.y.Y,y,.yy.y,.y .„i .,•y .,,y ....y , ..y , ..y +.y ..y , ~ y y , ..y •..y y , .:y r..:y ~ i:' ~ y •..y y , •..y • ..y , • ''•i 6 CLASS A s 1 s^~ r3 s s s~ r. 1 s 7 r 1 ri' s,i'• r.1 s^1 r~ s1^y'• sv~'•'s•1^ rt r^3'• s s s 1 r r s ,;r:.a:r•.;r•.;:r,••:,r:r:r:• r, s:?:•r•;ry r, t ~ :r• r t, ; •r;t:;r:.aa. ,r.= •:r•;; s;;; ::r•, r,~t, .:•a t, r ~ , N 0 Ro UcAUU
STONE
GEOTEXTILE
FABRIC 0
I CROSS SECTION AREAS TO BE DISTURBED SEDIMENT STORAGE v~ENT STORAGE ~ PIPE INVERT HOTESe
(CUT, FILL, ETC.) FLOOD STORAGE ooD STORAGE zoNE ~ RIP RAP HEADWA~~ 1 . TRAVEU & RIP RAP OUTER BERM BASIN °z
0, 2' I DETAIU IU DESIGNED TO PROTECT EXISTING PIPE
CONSTRUCTION SPECIFICATIONS ~ _!~''~I NATURAL INVERTS THAT DRAIN U ACRES OR DEUU.
- o w 1. Clear the entrance and exit area of all vegetation, roots, Installation: Avoid curves in public roads ~ ~.5 r• 3' ~ GROUND a Z
and other ob~ectronable material and properly grade ~t. - - ~ .5 ii _ - E °W 2. DIMENSIONS ARE MINIMUM ACCEPTABUE o Q
, , and stee slo es. Remove all ve etation ~ °1 _ P P 9 _ 2. Place the stone to the specific grade and d~mensrons ' c~ASs U UH~ESU OTHERWISE NOTED.
and other ob~ectronable maternal from the shown on the plans, and smooth rt. C~ASS ~ RPRA~
foundation area. Grade and crown 5T WASF 3. Provide drainage to carry water to a sediment trap or # #57 WASHED STONE Q Z ~
other suitable outlet. foundation for positive drainage. MAx. sEDIMEN MAX. SEDIMENT DEPTH(C~EAN OUT POINT) ~ > ~
c a 4. Use geotext~le fabrics because they improve stab~hty ~ ~ 'a O
of the foundatron in locations subject to seepage or high ~ If the slope toward the road exceeds 2%, Z ~ ~
~ water table.
~ 5. Use 2-3" coarse a re ate base course or !ar er. construct a ridge,6 to 8 inches high with c~ 0 99 9 9 SE~T~~ TNR~ gA~~ ~~T ~ 6. Pa ment shall be made at the contract unit rice r ton 3a side slo es across the foundation ' W WWW WWD WWWT WIW
y P Pe P ~ "Incidental Stone Base." NO SCAB Ho UcAUU
approximately 15 feet from the entrance
to divert runoff away from the public road. ~ MAINTENANCE
~
~ > Maintain the stone pad in a condition to prevent mud or ~z
~ sediment from leavin the construction site. This ma 0 9 Y 00
~ require periodic topdressing with 2-inch stone. After each DRAWING NOT TO DCA~R ~ W
~ rainfall, inspect any structure used to trap sediment and
3 clean it out as necessary. Immediately remove all
4 objectionable materials sp~lled,washed,or tracked onto
~ public roadways. W C
~ ~ O~G Z
W
Z
o J
o N C~
N H Z
I N O O J U
i Z W O p
I O ~
~ O w
O L
O
L i
DES/GNED BYe Lpp
DBAwN BYe LPP
CHECKED BYe MSW
DATEe 9-9-2008
~ PBO~ECr#: 012622001
O O
N
\ d.
N \ ~I

If~I~]E]L~1!'~~NAt~~ ][~lLAt1~TS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone]
SEAL
PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
r r ii i A A N Al
PO BOX 700 FIJOIJAY-VARINA, NC 27526
PHONEe [phone] ~ FAX. [phone]
Lo
La 0 ~~O
= 0 0 WI 3Do 0 0 O O~~ SOD
0 C 0 0 oo~o o~ o0 000 OoOoo ~ ~,~o
I o oc` ~ ~ o0 O o 00 ~ ~~C, ~~O A '00 _ ~4
= o ~ Oo0 ~ o~ 00 WI 3Do ~r 0 0 000 - JO 0 )00o O-'' ' °~O ~o oo~~~, ~o~o
~ 0 ° 0°0 0°0 ~~0°0 O C~ U 0 0 o,~r O J ~ o o0 0000 00 0 0000 ~00~ --OOoo
A o° ~ 0 0 0 0~ o OC~ o ~ 0 1 A 0 0 0 0 0 o o~ ~ ~ o oC1 o°n ~0°0 0
oo - - - ~o ~ °0 000 °o ~ oo ~ ~ o 0 o~j ~ ~ oo ~ ~ ~
,o o O o O o 0 J ~ 00 0~ o0 00~~ o ~ - ~ ~O ~ ~ SEAL ~ ~OC O 1 W2 = Do + 0.4Lo
~OoO Oo0 -~OC ~ o o c, 000 0 0 0 X00 ~ o ~o~o ~o~o 0 0 0 0 o c c ~0, r~ 0~0 0 ~ ~ ~ ~
o 00 ~ o 0o O O O 00 0 00 0000 0000 0~ ~o OOOOoOo O oC ~
o0 0 0 0 0 0 0 Oo ~ _ ~o ~ = f ~ , ~ C ~ W2 Do La 0~ o C 'C o o~ 0 0 0 0 ~ Oo0~0
0000 ~ ~ ~ o 00 o o ~ ~ ~ o00 0 0~, ~ 0 00 O o ~ 00
O o0 00~ iU Ov~
0 0 0~O~ l~ oC',
~ ~ ~ - ~ ~ i ~ SLOPE l~2 SLOPE l%2:l OR FLATTER

Plan Tailwater ~ 0.5 Do
Oo 000 oo n~ - O z r O
H ~ ~ ~ C
o o o Tailwater ~ 0.5 Do 0 ~ 0 oC o~+c
o T T
0O o ~ o ono ~ ~
O C O T Ooo o0 Filter Fabric
00 00 00 00 - 0 0 0 Sectlon A A 0
Filter Fabric 0 + T) z
H =Rip Rap to Top of Pipe (Max.H = D + Tl
- T= 23" Class B Ri Ra Unless Otherwise Shown On F Section A A P P. _ „ Shown On Plans
T- 12 Class A Rip Rap, Unless Otherwise Shown On Ply ~,I , Shown On Plans a z
Prpe Outlet to Flat Area
P~ Outlet to Well -Defined Chonr rued Channel ~
Wrth No Defined Channel ~ W o
Q Z a
W ¢ ~
~ CONSTRUCTION SPECIFICATIONS a ~ O a
~ 6. Riprap may be field stone or rough quarry s. ~ 1. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown - highly weather resrstant and well graded. ugh quarry stone. It should be hard, angular, z a coded. ~ o
~ in the plan. Compact any fill required in the subgrade to the density of the surrounding undisturbed
o material. Low areas in the sub rade on undisturbed soil ma also be filled 6 increasin the ~ 9 Y Y 9 7. Construct the apron on zero rade with no ov ~e with no overfall at the end. Make the top of the
riprap thickness. riprap at the downstream end evel with the rec~ ~,I ~ with the receiving area or slightly below it.
~ 2. The riprap and gravel filter must conform to the specified grading limits shown on the plans. 8. Ensure that the o ran is ro erl ali ned wit
i P P P Y 9. ~ straight throughout its length. if a curve is neeo y aligned with the receiving stream and preferably Q ;urve is needed to fit site conditions, place it in
~ 3. Filter cloth,when used,must meet design requirements and be properly protected from the u er section of the a ran. ~ PP P o~
> punching or tearing durrn ~nstallatron. Repair any damage by removin the riprap and
'c placing another piece of filter cloth over the damaged area. All connec in joints should o ~ 9. Immediately after construction, stab~hze all d~~ ~ overlap a minimum of I foot. If damage is extensive, replace the entire filter cloth. abilize all disturbed areas with vegetation. c
W
MAINTENANCE 4. Riprap may be placed by equipment, but take core to avoid damaging the filter.
3 ~ Inspect riprap outlet structures after heavy rain °r heavy rains to see if any erosion around or
a 5. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter. below the riprap has taken place or if stones , ~r if stones have been dislodged. Immediately
~ ~ make all needed repairs to prevent further damc further damage. o z
~ ~
W
Z
o J
o N C~
N H Z
I N O O J U
i Z W O p
I O ~
~ O w
O L
O
L i
DES/GNED BYe Lpp
DBAwN BYe LPP
CHECKED BYe MSW
DATEe 9-9-2008
~ PBO~ECr#: 012622001
O O
N
\ d.
N \ ~I

PLANS PREPARED BY:
~I STRUCTURE N0.1 STRUCTURE N0.3 STRUCTURE N0.5 STRUCTURE N0.9 STRUCTURE NO.10
-L- STA 16+30 fLTJ -L- STA 17+00 fRT1 -L- STA 22+TO fRTJ -L- STA 22+70 fLTJ -L- STA 22+73 fLTJ O _
1NV OUT = 435.31 INV OUT = 433.66 INV IN = 415.60 INV 1N fW1= 414.88 1NV OUT = 41480 N _
TOP ELEV = 438.31 INV 1N (S1= 41488 TYp = STRUCTURE N0.3A STRUCTURE N0.8 INV r = 414 - B L - 101 P I NC 7+29.03 E CB 840A2 OU 88 03 _
GRATE: 840A3 TYPE G -L- STA 19+40 fLTJ -L- STA 22+70 fLTI TOP ELEV = 4!892 _ ~ JURISDICTIONAL Kimle Horn F 1.04' LT -BL-102 PINC 10+72.64 WETLAND y
INV Ol1T = 42620 INV IN fE1= 41722 TYPE = JB 840.31 'L STA 16+99.25 OFF 1.04 LT STRUCTURE N0.2 TOP ELEV = 429.54 1NV IN fSJ = 41524 W/ MH L1D 840.54 = q 11'
ELEV 36. -L- STA 16+60 fRTJ TYPE = TBDI84014 1NV OUT = 41524 -L- STA 20+44.64 OFF 4.09' LT (DIRECTLY ABUTS and Associates, Inc
1NV IN = 434.09 GRATE: 840J6 TOP ELEV = 42223 BEGIN 200'TAPER 1NV OUT = 434A9 TYPE = CB 840A2 -L- A I +l ELEV=425.03 A RELATIVELY RA~EICH, Nc 6636-3o6a PERMANENT WATER PAON ~ ~91~~ 6~20z~ooo
TOP ELEV = 437.39 STRUCTURE N0.3B GRATE: 840A3 TYPE f ~ ~ ©2007
TYPE = CB 840A2 -L- STA 19+50 fRTJ ' _ _ _ + BEGIN C&G
GRATE. 84oA3 TYPE F INV OUT - 42555 GP$ 1 POT 5 00.00 -L- srals+p0A0 _ _ ~ LT & RT -L- PCC StO.2O+33.50 OUTLET PROTECTION ~ i ~
srRUCruRE No.4 L STA 14 + 71.61 OF F 26.2 7 L T srA 2i+50 nn CLASS B RIP RAP ~ Y I EST 7 TONS ~ I
INV Ol1T = 4!865 ELEV=442.80
R1M ELEV = 422.35 END C&G END -200'TAPER PROPOSED DRNEWAY EST 22 SY FF ~ I CL STA 19+93
TYPE = 1- - - + -L- STA 17115.00 2G B 840J8 I GRATE: 84029 LT & RT END CO. END CONCRETE `+33.50 8'-36' RCP ~ I
MNU + 55.91 50' 1 M N U Hl l LAN
ST. 50 ~ ~ STA. 19+50A0 FALSE SUMP
SEE DETAIL 2 36'-36' RCP ~
- c 0 5r-15 RcP , , , kll _ - - _ - _ _ _ R SHEET 2-B ~ m~
- ~,3a 44 15 IN ~~F 44'-15' RCP 1 ~ ~ F ~ INSTALL TOE ~ i SEAL PROTECTION ~
+36.7 to TBDI 3A - ~ O C SEE DETAIL 3 ~ PLANS PREPARED BY:
EXIST C ~ F R ~ SHEET 2-B / ~ ` +10 +50 ^g ~
1 f 1N Q ~ 50' 55 ~ + 00
+34.7 o ro - w ~1
• EXIST' ~ o ti ?G1'8 ' S5 G I BSOI\I
I RETAIN EXISTING B o ~ B N ° Q ~~-/S'RC i~0 F ENGINEERS, PC 3B P Po Box 700
Q N 3 w ~ PT StO. I2+OL52 BEG1N CONCRETE rn ° _ ~ ~ ~ ~ ~ J FUQUAY-VARINA, NC 27526 . - - ~ ~ ~ ~ ~ FAUX 91991952225453
° N ~ N, I v MONOLITHIC ISLAND P y ro N E
-L- STA 13+65A0 w cn PC Sto.11+02.87 ~ Q cB R ~ ~a~ ~ cg I p ~p h
~ _ _ ~ SPECIAL LATERi E ECIAL LATERAL OUTLET PROTECTION.
F- 6•~ -R E V DITCH 5 +55.91 O Ig (r ~ SEE DETAIL DITCH CLASS 'B' RIP RAP +3 55' ~ ~ ~ ~ ~e,n` 8 ~ O E DETAIL I EST 2 TONS ~~x0 ~V~
~ ~ C 50 ~ ~ N . rn F +5597 SHEET 2-B EET 2-B EST.... 7 SY FF +33.50 _ \ V ~
I +27.85 44 -15 RCP , 50' ~ BEG/N 200' TAPER I ~ ~
EXIT 55 Z S END 200'TAPE "ND 200' TAPER BEGIN CONCRETE -L- STA 2/+85.00 HW Q
-L- STA 18+OC -L- STA lB+OOAO MONOLITHIC ISLAND ~ C ~Q(7 V~ -L- STA 20+30A0 Q
OUTLET PROTECTION I +27.83 , , N BEGIN 200'TAPER EXIST CLASS B RIP RAP +90 ~ ~
RED A~ ~ -L- STA 16+00.00 EST 2 TONS 105' F 36'-36' RCP C 5O V~~V
I EST 7 SY FF v 2
RETAIN EXISTING CB SPECIAL LATERAL 'V' DITCH
PC Sto.11+55.91 17+55.9/ WITH CLASS 'B' RIP RAP SEAL EST 70 TONS -
EST 160 SYFF
RETAIN-EXISTING CB SEE DETAIL 10
SHEET 2-B
_L _
PI Sto Pl Sto l1+52J4 Pl Sto 18+96.48 Pl Sto 22+87.58
Cr R TAIN XI TIN I 0 E E S G D p = 0' 33' 54.9" fLTJ Q = 22' l4' 37.7" fRTJ D = 30' 33' 39.8" fRTJ
D=0' D =0°34' 22.6" D = 8' 00' 48.2" D = 6' 09' 39.0"
L = 98 L = 98.65' L = 277.58' L = 496.05'
= 4~ ~ T T = 49.33' T = 140.56' T = 254.08'
R = IC R = 10,000.00' R = 7/5.00' R = 930.00' o
SE = 04
NOTE: SEE EROSION CONTROL PLAN FOR SKIMMER BASIN
0
AN IM NT TRAP I N IMIT F N TR TI N DSED E DESGS&L SO COS UC 0
]Pl[$]E L~lvl[~NA1][$~ IP~~NS °z
DO NOT 'USE FOR_ CONSTRUCTION
Q
~ OC
~ a _ ~ ~
~ ~ W o
o o PIPE HYDRAULIC DATA
N ~ , O5 - .36' RCP
o a
~ DRA/NAGE AREA /2 AC z
DES/GN FREO~IENC'Y 50 YRS ~ o
I, I y DESIGN DISCHARGE 29 CFS
4 ~ DESIGN HW ELEVATION 4/8.2/ FT
' ~ l00 YEAR DISCHARGE 33 CFS
~ 4.54.. l00 YEAR HW ELEVAT /ON 4/8.42 FT 4J O Q
~ ~ J OVERTOPP/NG FRELXIENCY - YRS
- ~ _ OVERTOPP/NG D/SCHARGE - CFS
O ~ ~ ~ ~ . OVERTOPP/NG ELEVAT/ON - FT ~ 4 ~
i Pl = 22+00.0© ~ W
444. _ _ ~ 3 EL = 42/.25 " 440
VC = 350' W ~
4 ~ ~ ' ~ K = 97 _
~ ~ J O
~ ~ ~ Z
4.34.. ~ W / _ f+J6.33% 430
i ` , • - is - R ' - ~ , , R - - - ~ ~
o JI .9//, f -~/.9/% - - - - - - - - - - PROP 36" RCP ~ a -
o N H
N ~ ~ BEGIN GRADE o N O
~ ~ 414. TA t o ~ s Is oooo . END DITCH RT - f +10.536T/..::. 42 0 c
~ o = o EL 439.64 ~ STA /9+00.00 ~-,iy~4S; - 4
o ~ ~ ~I ELEV = 427.09 ~ ~-J343% ~ a
~ ~ I o .
eEG DITCH RT 1I W BEG DITCH RT W ~
~J 0 414.. + o0 STA 17.....00. STA 2/+50.00 °o °o 0 0 0 0 ..410....
~W ~ ELEV= 433.66 ELEV = 420.23 0 °o o ~ o
~ ~ ~ ~ ~ ~ DES/GNED BY:
N li N II ~ II DRAWN BY:
4.44. I' N, N' A o o CHECKED BYr ~ ~F ` J, ` J DATE: 9-9-2008
DITCH (1N LEFT SIDE - ~ ~ ~ W ~ W
PRO~ECr#: 012622001
o
o N ' DITCH ON R/GHT SIDE
~
N ~ 10 11 12 13 14 15 1 17 18 4 19 20 21 22 23

PLANS PREPARED BY:
STRUCTURE N0.6 STRUCTURE NO. a STRUCTURE NO r3 STRUCTURE N0.15 STRUCTURE NO. r7 STRUCTURE NO. r9 STRUCTURE N0.2r V0.2/
-L- STA 23+70 fLTI -L- STA 26+65 fRTJ -L- STA 27+50 fLT1 -L- STA 28+55 fLT1 -L- STA 31+28 (RT7 -L- STA 35+92 fRTJ -L- STA 35+93 ILTJ INV OUT = 4!9.44 h INV OUT = 420T9 INV IN = 417A0 INV IN fWJ = 414,97 INV OUT = 420!9 INV OUT = 404A2 INV OUT =404,51 ~.~1/LrJ _L _
TOP ELEV = 422.44 ~I TOP ELEV = 423T9 rNV OUT = 417A0 rNV rN fS1= 4!4.97 TOP ELEV = 423!9 TOP ELEV =40725 TOP ELEV = 408A2
TYPE = CB 840A2 TYPE = CB 840A2 TOP ELEV = 420.00 rNV OUT = 41497 TYPE = CB 840A2 TYPE = Di 840!4 TYPE = TBDr 840!4 GRATE: 840A3 TYPE G GRATE: 840A3 TYPE F TYPE = 2Gl-B 840!8 TOP ELEV = 41935 GRATE: 840A3 TYPE G O GRATE: 840!6 GRATE: 840!6 Pl Sto 29+00.57 ~
- ~ GRATE: 84029 TYPE - JB 840.3! D = 22' l2' 59J" fLT~ ,n Kimley-Horn
W/ MH UD 84054 STRUCTURE N0.7 STRUCTURE NO.l2 STRUCTURE NO.rB STRUCTURE N0.20 STRUCTURE N0 22 D = 6' 09' 39.0" M and Associates Inc
- - A + f TJ -L- STA 27+50 fRTJ STRUCTURE N0.14 - - + - - + - - + L ST 23 23 L L STA 3r 50 fLTJ L STA 35 92 fRTJ L STA 35 93 rLTJ 93lLTJ L = 360.6/'
1NV IN = 41825 1NV IN = 41850 -L- STA 28+45 fRTJ STRUCTURE N0.16 INV OUT = 419,80 INV OUT =403.38 INV OUT = 403!9 3.79 T - 182.60' PO BOX 33068 RALEIGH, NC 27636-3068 PHONEe [phone]
INV OUT = 41825 rNV OUT = 41850 rNV rN = 4x735 -L- STA 28+56 fLTJ TOP ELEV = 4222! TOP ELEV = 424.45 rNV OUT = 4I4T4 R - 930.00' FAX: [phone]
TYPE = CB 840A2 TYPE = CB 840A2 SE = 04 ©007
GRATE: 840A3 TYPE E GRATE: 840A3 TYPE F ~I ~ \ +15
1 LOW POINT 210, I STA. 23+23 -L,- +35
l -BL-103.... , ~ E 210 -BL- 107 PINC 24+16.88
i PINC 14+-38.91 -BL- 104 -L- STA 33+91.414.70' RT sPEC1AL LATERAL +85
PIN I + ~ _ + . C 6 95.38 ~ +ao L- STA 24 08.35 _
~ , . - - + m -BL- 105 -BL 106 PINC 20+95.2, 55 f F I 4 T +29.55 L STA 26 62.63 ~ 0 9. 0 L 20+95.23 ELEV=415.50' 'V' DITCH OUTLET PROTECTION 90
52 -la RcP , _ N W PI I + 71 - - TA +7 FF 4e 15 RCP 5o FF T NC 9 28. L S 30..0.63 0 e ELEV-421.94 0 8.39.. L .63 OFF 21.31' LT SHEEDE2AIBL I ESTS2 0 SIP RAP
F +35 +50 _ o ELEV=423.83' 50' +so ,_ELEV-427,23 -L- STA 28+99.56 SPECIAL LATERAL EST 7 SY FF
~I. 50, 60 - _ R , SPECIAL cuT DITCH OFF 26.47 LT 'V' DITCH +00
p ~ ~ o N~' T I II V - ~ p l~ ~ ~ F SEE DE A L ~ ,ELEV-417.44 f BEGIN CONCRETE SEE DETAIL 1 9 ' E SEAL ;.58 MONOLITHIC ISLAND SHEET 2-B
_ PT Sto. 30 78.58 p W o. _ _ C SHEET- 2 B FALSE` SUMP -L- STA 32+47.39 22 C PLANS PREPARED BY:
O ~I ~I W b - - - SEE DETAIL 2 HIGH POINT .OUTLET PROTECTION ~G ~ ~
M~ B b F SEE 2 B STA. 29 37 L ~ J ~ +17.97 CLA. CLASS 'B' RIP RAP +40 _ - rn ~
~ N EST Z Z ~ 50 W EST 2 TONS 50' R - - G I BSO1~I
V Q Q EST ~ I~ ~ J N EST 7 SY FF - nl - - ~o N~ 36'-15' RCP ~ SDI ENGINEERS, PC
Q ~ ~ _ ~ OUTLET PROTECTION + 8.58 II ~ ~1 ~ F +15 CLASS B RIP RAP 7 , +
C ~ O N \ C bo,, EST 3 TONS 50 pp ~ (7 Po Box 700 - ~ TBDI Z ~ = EuOUAY-vARINA, Nc 27526
I W O 0 J ~ o ~ ~ F EST II SY FF V ~ t PHONEe [phone] ~ W ~ FAX. [phone]
+10 50' - _ ~ ~ ~ Z
N ~ N 13 - - ~ - R 0 O 2GI-g IOp-_ - 21 ITV = p rn ~ rno ~ o ~ ~ R=50' ~'oo
~ r8' R ~ C _ - 18 CP F _ _ . S 0 15 ~ _ _ _ - - 48 -15 RCP ~ ~ JB o
O o N ro N ro ~ N~
E ~ N o ro E ~ ~ ° ro
~ ~ R p 8'-24' RCP ~ W E +60,, +.29.55 ~ 12 _ o ~ _ _ - _ - - -
- o 70, 50, 84 -15 RCP - - ~ - 7 $ R' o ro END S~A 3_7242 - - _ _ - - BERM
_ 0 17 SPECIAL CUT DITCH ' - , ~ 44 -15 RCP C o ro - F P _ _ _ -
SEE DETAIL' Il _ F ~ SHEET 2-B E - ~ ~ 200' T APE R _ _ - cnR' BEGIN -
BEGIN MEDIAN & ~ 14 _ E ~ r _o BEGIN N-6' C&G +17.97 sr? 31+TS46 _ _ - _ - _ _ -
-L- STA 25+43.43 +b0 50, ~ _ - - - - - - - - _ -
65 ~ - E F C _ _ _ _ _ _ _ - - _ - SEAL - - ?N INSTALL TOE
~ IN TA 'T _ _ - S LL OE +50 +10 - - p~ PROTECTION 55' 50' I PROTECTION
I SEE DETAIL 4 BERM ~I +24.30 SEE DETAIL 3
X SHEET 2'-B 50' ~ h SHEET 2-B

0'
+1 ~ ,
EXIST PL 85.09 INSTALL TOE ~ PROTECTION
BEGIN BERM ~ - - + SEE DETAIL 3 L STA 29 29A0
SEE TYPICAL SHEET 2-B
SECTIONS & +29.37
CROSS SECTIONS 83.01' Z 0
o~+c
NOTE: SEE EROSION CONTROL
PLAN FOR SKIMMER BASIN W
AND SEDIMENT TRAP DESIGNS c
& LIMITS OF CONSTRUCTION
IPI~]E]L~1MI~NAIE~~ ]PIL~N~ °z
DO NOT USE FOR CONSTRUCTION
z /Z/~~~
c J Y~
~ F

o o PIPE HYDRAULIC DATA a a
~ N I ~ ' ~ 14 92' - 24' RCP ~ ' c
~I ~ ~ ~ DRA/NAGE AREA 5 AC ~5O a z a z DES/GN FREQUENCY 50 YRS ~
I O ~ , DES/GN D/SCHARGE /3 CFS
~ N ~ ~ DES/GN HW ELEVAT/ON 4/932 FT
4 ~ ' ' l00 YEAR DISCHARGE l5 CFS
I ~ ' ~ II ' l00 YEAR HW ELEVAT/ON 4/952 FT 44Q ~
_ PI 31 00.00 ~ J , D OVERTOPP/NG FREQUENCY - YRS
~ W EL = 426.08 OVERTOPP/NG D/SCHARGE - CFS ~
~ VC = 430' OVERTOPP/NG ELEVAT/ON - FT ~ Z
_ o K 97
~Z
430. ~
3 W
a _ ~ _ , , - _ l +10.5367/. ' ~J ~~-3.9/20y W o
~ ~ ~ ~ J ~ w ~ ,
1 ~ ~ ~ ~ iii ' _ _ _ Pl = 36+00.00 ~ z
_ ~ (-!0.50/ EL=406,52' o ~ ~ ~ ` VC = 350' 0 4~ Q
\ ~
+ 1.46/... o ~I K = l03 ~ . ~ i ~ I
o ~T H T BEG- ~ C L N _ ~ h
N STA 24+50.00 ' ~ PROP 24 RCP W ~ v
N ELEV 421.50 ~ ~ pO r-~~~/2Qi. 410...
° p ~ END DITCH LT es ~ 4
o p I~ ' sTA 27+50.00 ~ p q. BEG DITCH LT J~•29~ r , ~ ` °z
o + ELEV = 420.00 END DITCH RT STA 35 +00.00 •6-30' .,,,.,~j a
o ~ II i ~ sra 24+ao.oo ELEV = 407.79
~ ,I ELEV = 418.96 400.......
w ~J , '
~W ' BEG DITCH RT o ~ oES,oNEO BYe
STA 35 +00.00 0 0 oBAwN BYe
ELEV 407.79 +O ~ cNECKEO BYe
. ~ 340.
oATEe 9-9-2008
DITCH QN LEFT SIDE II W
~ ' ~ ~ PBO~ECr#: 012622001
I O ' ' ' ' O
N ' DITCH ON R/GHT SIDE
~
N ~ 23 24 25 2 27 28 29 30 31 5 32 33 34 35 36

PLANS PREPARED BY:
STRUCTURE NO 23 STRUCTURE N0.24 STRUCTURE N0.25 STRUCTURE N0.28 STRUCTURE N0.30 - - L STRUCTURE N0.32 STRUCTURE N0.34 _
-L- STA 36+04 fRTJ -L- STA 3T+57fRTJ -L- STA ,~T+50 fRTJ -L- STA 39+05 fRTJ p -L- STA 46+74 fLTI INV !N = 402.97 1NV OUT =402.00 INV IN fwJ = 40IA3 INV 0lIT =401.68 ~ INV OUT = 395.33 PI Sto 46+27.76 -L- STA 48180 fLTJ -L- STA 48180 fLTJ lC~ lNV IN = 39/.65 /NV IN !EJ = 39/32
R1M ELEV.= 406D0 1NV 1N fSJ = 401A3 RiM ELEV =40485 R1M ELEV = 39850 - ~ _ _ _ o - 10'36 o2.9'rRr~ rl' lNV IN lN1= 39/32 _
TYPE = 01840!4 1NV OUT fNJ•- 401A3 TYPE - TBD1840J4 TYPE - TBD1840J4 GRATE:84oJ6 RI,N ELEV =40370 GRATE:840J6 GRATE: 840!6 D = 6' 09' 39.0" lNV IN (WJ = 39/32 STRUCTURE N0.35 /NV OUT = 39/32 Kimle`'-Horn
END CONCRETE TYPE = 2G1-D 840!9 - _ ' MONOLITHIC ISLAND L 172.07 -L- STA 48180 IRTJ RlM ELEV = 396.09 1
_ GRATE.84029 , -L STA 36+04.42 STRUCTURE N0.29 STRUCTURE N0.31 T = 86.28 lNV DUT = 39085 TYPE = TBDl840J4 and Associates, ~nC
-L- STA 39+05 fLTJ -L- STA 47+64 fLT1 - GRATE: 840J6 PO BOX 33068
STRUCTURE N0.27 1NV our =40,23 _ R - 930.00' SPECIAL LATERAL -L- STA 3T+50 fLTJ 1NV IN - 393.60 _ RALEIGH, NC 27636-3068 PHONE: [phone]
'V' DITCH _ 1NV OUT = 393.60 SE - INV OUT -40027 RIM ELEV = 397A8 SEE DETAIL I FAXe [phone] ©2007
SHEET 2-B TYPE = TBDI840J4
GRATE: 840!6
PRFR RH E 0 MED SCOU OLE i
OUTLET PROTECTION - - + BL 109 PINC 30 62.03 CLASS 'B' RIP RAP , v J
T T -BL- 108 PINC 28+03.88 -L- STA 40+36.510FF 11.02 RT ES 5 ONS ,
EsT a sY FF _ _ + ELEV=406.41 -BL-110 PINC 35+53.7 L STA 37 78.37 OFF 10.67 RT 35+53.78
EST 25 SY PSRM PREFORMED SCOUR HOLE SEE DETAIL 5 ELEV=403.80 T T PR T TI -L- STA 45+28.20 OFF o' 8.20 OFF 18.70 RT +41.48
OU LE 0 EC ON SHEET 2-B ~ ' - ' class B RIP RAP ELEV-399.13
EST 5 TONS 50' V
BEGIN CONCRETE SPECIAL CUT DITCH EST.. 8 SY FF MONOLITHIC ISLAND OUTLET PROTECTION SEE DETAIL 11 EST 25 SY PSR INSTALL TOE ~ PROTECTION SEAL
- - + CLASS 'B' RIP RAP M L STA 36 7756 SHEET 2-B SEE ..DETAIL 5 SEE DETAIL 3
EST 3 TONS SHEET 2-B PIPE OUTLET CHANNEL EST IISY FF SHEET' 2-B PLANS PREPARED BY:
CLASS 'B' RIP RAP +00
~I EST 20 TONS OUTLET PROTECTION 90' END 200'TAPER BEGIN 200' TAPER
F DDE=20 CY 5=0.3% ' ' IP P -L- STA 41+0956 . CLASS B R RA BEGIN 200'TAPER
SEE DETAIL EST. 2TONS - - TA + E L S 39 0956 ~ C ET 2-B fST 7 SY FF- +60 BEGIN CONCRETE -L- STA 47t75.oo G I BSOI~I MONOLITHIC ISLAND SPECIAL LATERAL ENGINEERS, PC
E 50 +35 INC=30' lNC=30' -L- STA 45174.68 +50 'V' DITCH
~ R E 50' ~ C R ~,I O ~ F--_ - C - - +70 +13.55 65 SEE DETAIL I PuQU~AV-vARINA, Nc 27x26
O ~ - - - R 50' S~' SHEET 2-B FAN 91991952225453
~W ~ F W ~ p W 44 15 RCP 4 ~ ~ _ _ . _ C F C E + 53.55
~ W - - - - - - - - - - - - - - - - - - - - F - +20 50' 32'- _ _ _ - _ -
Z Z N - , ~D ~ . 76 4 RCP J~ N ~ N `
s N ° ° S ~ V Z - - 5 g o ~ o 0 30 ~ 50 24' RCP
QQ h ~ J o ~ TBDI g ~ ~ ~ 31 ~ ~ _ _ 32 C
~ 23 ON O N I I I _ ~ 25 2GI D '_I ' R P ° o o ~o o ~ DI ~ o N~, o ~a$78.28~ ~ 2,2"E o
W 40 I 36 2 C END CONCRETE I J W _ _ ~ MONOUTHIC ISLAND
~ ~ F L S 4034.85-------------------- ~ - - _ - - _ _ _ _ _ ~ o N TBDI o N B O' ~V
- - - - - - - . \0 01...02 - ~ BERM - _ 34 - - - - - - - _ 88'-15' RCP ~4 ~ N N DI ~ p ~V - - - - - - - - - - - - ~ /N0,3 o N
~ a• ,
F R BERM 00 02 DI 24 RM ~ cti~ N ~ ~ = SEAL - _
' ~ W ~ W ~~v
' I5' l5' INSTALL KEYSTONE
F F RETAINING WALL SPECIAL LATERAL SEE DETAIL XX 'V' IT H D C END 200' TAPER +40.62 ~ ~ 35 -L- STA 47100,00 50~ +9 - v
-L- POT St0.36+41,38' SEE DETAIL L SHEET 2-B SPECIAL LATERAL F C / W BEGIN 200' TAPER 'V' DITCH WITH CLASS
ro -Y - P T t I+ I BEGAN 2oa ~ 2 0 S o. 2 2.65 -L- STA 45 -L- STA 45t00A0 PT Sto. 47+13.55 'B' RIP RAP +53.55
~ EST 50 TONS 50'
~ INSTALL TOE _ PC SI PC Sto. 45 +4/.48 EST I10 SY FF 5
~j PROTECTION END BERM SEE DETAIL 10 gp-
SEE DETAIL 3 Z SHEET 2-B BEGIN PILE SHEET 2-B PANEL WALL 48'-24' RCP ~ Z
-L- STA 47120 OUTLET PROTECTION o
SEE TYPICAL CLASS 'B' RIP RAP
SECTIONS & EST 3 TONS PIPE OUTLET CHANNE ~ CROSS SECTIONS EST II SY FF CLASS 'B' RIP RAP
I' ~ f /0 CONTRACTOR TO INSTALL EST 28 TONS
-Y2- POT DDE=25 CY. 5=0.3% 41
NOTE: SEE EROSION CONTROL PLAN' FOR SKIMMER BASK St .10+00.00 MER BASIN PILE PANEL WALL AS SHOWN SEE DETAIL 13 Q
AND SEDIMENT TRAP DESIGNS & LIMITS OF CONSTRUC] :ONST RUCTION END PILE PANEL WALL SHEET 2-B o -L- STA 47140.62 44'-15' RCP c
]E~IE~]EIL~l~'l[~NA1lE~~ ' ][~]LAN~ °z
DO NOT USE FOR CONSTRUCTION
PI ll $0.00 END GRADE PIPE HYDRAULIC DATA DATA PIPE HYDRAULIC DAT A
EL = 406.35 = Pr 12+01.65 STA 1r+000 25 ~ 4• P _ _ 6 2 RC 32 ~'-24' RCP Z /Z/~~~
, EL =406.78 EL = 407!8 440 J Y.
a - - DRaNAGE AREa 6 AC ~ - ~ - 645/ 6 AC DRA/NAGE AREA 6 AC
000 DESIGN FREQUENCY 50 YRS c +12.0..... 50 YRS DES/GN FREOIIENC'Y 50 YRS e ~ Q
~ ~ DESIGN DISCHARGE 17 CFS ~ o 0 o ~ c12 l7 CFS DES/GN D/SCHARGE /4 CFS ~ o 403.35 FT DES/GN HW ELEVAT/ON 39375 FT W Q
N - - - . DESIGN HW ELEVATION 403.35 fT i l9 CFS 100 YEAR DISCHARGE /6 CFS oc
100 YEAR DISCHARGE 19 CFS rn 430 i 100 YEAR HW ELEVATION 403.6T FT ~ o 403.67 FT /00 YEAR HW ELEVAT lON 39389 FT 4 3 ~ z
~ BEGIN GRADE OVERTOPPING FREOUENCY - YRS - YRS OVERTOPP/NG FREQUENCY - YRS "
STA ll +20.00 RT PPIN I H - CFS OVE 0 G D SC ARGE - CFS OVERTOPP/NG D/SCHARGE - CFS ~
--EL = 408.06 OVERTOPPING ELEVATION - FT - FT OVERTOPP/NG ELEVAT/ON - FT
4 ~ ~ ~ ~ ' Pl= 48+00.00
42 0 0 EL = 395.23' 42 0
VC=400'
~ o PI = 36+00.00 ~ 10 11 12
~ EL =406.52' I, PI, Pl = .45 +00.00 K = 145 ~ Z
VC = 350' o ~ EL EL = 40/.95' ~ z
~ K !03 ~ W VC VC = 200' ~ W
- 410 K = //5 , b 410.... ~
„ K 3 PROP 24 RCP BEG DlT CH RT ~
4 ~ ~ ~ ~ ~ - . a ~ ~ r ~~078~ STA 48 +00.00 PROP 24" RCP ~ c 0
~ r-10.507 (-10.5078% ELEV = 393.66 (-13.83% ~ Z
~-X2.240% (-1/.75% II 400 ~
400 W 29i 2.20/ . . _ - _ - - - _ ~ ~
-10.50/ END DITCH RT - - - (-12„240
~-Jl. -J%38% _ _ - ~ - _ l +0.5261% ~ _ W -
o srA. 31+50.00 ©M N ELEv = 403.10 0
N
N pp 30 0 o BEG DITCH RT ~2~ 390 0
END DITCH RT , J ~ ~ o , 4
o srA 31+00.00 ~ II M ~ ELEV _ 403.16 ~ END DITCH LT BEGIN DITCH RT STA 46+00.00 ~ ~ °o 0 o Q
'I o II~L, ' ELEV = 396.35 °o ~ ° ~ o rn ~ g
sTA 4rfoooo sTA 43+50.00 END ..DITCH LT BEG .DITCH LT \ ~ W ELEV =400.23 ELEV = 399.19
380 + + o STA 36.50.00 ..STA 38 50.00 + + oo ~
~ ELEV = 401.36 ELEV = 402.33 BEG DITCH LT ~ u ~ n ~ II
DES/GNED BY: STA 47f50.00 II W I~ W ~
I END DITCH RT ELEV = 395.17. ~ ~ ~ ~ ~I W DRAwIV BY:
STA 36+04.00 'I E ''EV = 4 .97 LlI 3 70 CHECKED BYe
L 02 370
DITCH ON LEFT SIDE - - - - - - - - - - END DITCH RT DATE: 9-9-2008
STA 48 +80.00 PRO~ECr#: 012622001
o
o N DITCH ON R/GHT SIDE ELEV = 390.85
\
~ 3 37 38 39 40 41 42 43 44 6 45 46 47 48 49

PLANS PREPARED BY:
C~ STRUCTURE N0.33 STRUCTURE N0.35A
MATCHLINE -L- STA 49+24 an -Y3- STA 21+3o rRrl ~ INV OUT = 392.85 INV IN = 396!8
- -STA 23+00.00 _ _ ~4 Y3 RIM ELEV - 396A2 rNV OUT - 395.64 ~ ll - - -
~ PLAN SHEET TYPE - TBD1890J4 L SEE o GRATE: 840J6
~ ~ ~ P/ Sto 53+93.38 P/ Sto 62+0110 o ~ W _ _ ~~.7o Kimley-Horn
~ -8'31 00.3"fLT1 ~ - 32'25 55.6"fRT, mo ~ _ _
c~ I D 0.47 25.0" D 6.09' 39.0" 39~ rRr1 ~ and Associates, Inc PO BOX 33068
+ M ~ - ~ - L - 1,017.68 L - 526.42' 00. _Y3_ _ ~ _ ~I RALEIGH, NC 27636-3068 PHONEe [phone]
~ I T -539.83 T -210.41 71 ~ FAX: [phone] cy ©2007
~ ~ Q PI Sta 22+60.03 R = 1,250.00' R = 930.00'
~ Q D = 2' 02' 26.7" fRTI SE = NC SE = 04 dl ~ i a
zQ .D=0'3422.6 ~ 50' NEUSE ~ RIPARIAN BUFFER
~ M _ ~ a L - 356J8 ~
'I = I- M = ' T I78J1 4
= I ~ > R 10,000.00'
J i W w l
m J J uJ i i w I I 35 I, 8, ~ ~ti
I TAIL BASE DITCH
LOW POINT in I W~ PREFORMED SCOUR HOLE SEE DETAIL 6 ~1'
I STA. 49+24 -L- I ~ OUTLET PROTECTION SHEET 2-B ~ ~ ~ , i SEAL
I a ~ N SPECIAL LATERAL I 'V' DITCH ~TERAL CLASS 'B' RIP RAP i i ~ - ~
~ ~ Q SPECIAL LATERAL N~ SEE DETAIL I EST 5 T ONS L Y i ~ i~ PLANS PREPARED BY: -I EST 8 SY FF ~ ~ ~
~ V DITCH I o ~ +00 C ~ 2 HIGH POINT SHEET 2-B EST 25 SY PSRM , ~ i ~ - " Y Y Y ~ ~
SEE DETAIL I w I ~ ~ i - - SHEET 2-B 35 2 u w W~ STA. 51+85 L SEE DETAIL 5 i ~ ~ G I BSO1~I
+91 0 ~ m i ....SHEET 2-B END 300'TAPER ~
45' +90 I END..300'TAP. END CONCRETE - P Sfo~ 35 -L- STA 58+~ -L- STA 58+00.00 00' ~ ~ +5, o i ~ ~ ~ Y / ENGINEERS, PC n1M~ PO BOX 700
I MONOLITHIC ISLAND +75m, C + 9 +90 E N 75 ~ ~y FXQXAY-VARINA, NC 27526
C -L- STA ,50+67.~ / 1 55' ±91 I N END 200' TAPER BEGIN. 300' TAPER 9 p +40 ~ ~ „ ~ +20 -L- STA 55+OOA0 -L- STA 55+OOAO +bo +60 90' ~ ~F ~ ~ +00 ~ +05 PHON 919g19sz~z2sgs3
~p 50• ~ 50~ BEGIN 200'TAPER 60 60 75 ~ C ~ J' 80 `G. O + 0 r ~ E
, , C 01 00' ? ~L C -L- STA 53+OOAO O ~ ~
O~ E
o~ll 33 ~ - - - ' a _ E E W R _ ~ 50 F +40 - - ter'- ~ - 50'
- W ~ C 36 ~Y F / _ ~
' ~ ~ 1 - ~
_ i V , I~ Q Q GRAc -91MJ GRAU350 _ GRAU350 0 ~ ~ F ~
I~ J N
~ ~ ~ ~ I~
v ._15, ' Lll RCP ~
~ _ _ i ' ~ cti v~~
00 - _ _ ~ GR~ - OI ~ ~ GRAU350 ~ ~ - ~ GRAU35 ~ ~ SEAL F
F 50' END200'TAPER ~ I ~ _ / ~ _ _ _ _ C.~
`L- STA 49+75A0 F ~ R ~ +30 +50 OI ~ 01 ; - F_ ~ Q v
~ J> 70, ~ h/ 50, ~ \ ~
N w u~ +30 ti ~ ~ ~ pOF 50' NEUSc C / ~
L 'STA 51+35.42 ~ ~ ~ 2 2 2 0 50 ,w ~ / * ~ 50 +00 302 RIPARIAN .BUFFER j \ ~ ~ 70
-Y3- STA 19+92J6 ~ -GPS 3- PING 41+7 ~ti +94 6.83. _ _ ,~IVC=24~/ ~ ,
+05 ? s' BL I A7+ ~ Y Y 45 -L- STA 51+53.29 OFF 24.97 RT 45' ~ ~ , ~Y ~ ~ BZ 1 ~ RCBCIO X6 INSTALL TOE T i , PROTECTION
+e5 _ - STA 57+63 ~JFF 5 .3 T I +95 I _35' ELEV .393.69 - _ SEE DETAIL 4
35, I W END 200' TAPER Y a L E V- i i ~ ~ i Y gti ~ SHEET 2-B
~ I -Y3- STA l8+60.00 ~ ' i ~ Y l IB' C ti '~~0 ~ Y C ~ ~ Y ~
mti ~ Y Y ~ti tit -BL= 115 z
INE -BL-112 PINC 44+89.52 / +9o MATCHL ~ ~ ~ ~ ~~JURISDICTIONAL PINC 50+76.70 g1. i WETLAND
~ lbo' _ +50.00 - - + ~ mti , Y ~ti -STA 18 L STA 54 6.4.92 OFF 25.51 RT ~ y Y3 E T II ~I _ ~ Y ~ (DIRECTLY ABUTS -L- STA 60+56.50 ~
N SHEE EV-389.24 JU DICT AL STREA SEE PLA M y,®~~~ A R~LATIvELY OFF 98.50' RT
LATI~ELY i ~ ~ Y ~ ~ ~EkMANENT WATER) ELEV=380.27'
P A TWAT ~ Y Y 10 E NEN ER) ~ ~ Y Y
)o TE IBLE CREEK. BASIN 22, :STREAM 19) ti i i NOTE: SEE... EROSION CONTROL PLAN FOR SKIMMER BASIN c
~ i i AND- SEDIMENT TRAP DESIGNS & LIMITS OF CONSTRUCTION
IRI~]E]L~1MI~NAIE~~ ]RIL~N~ °z
DO NOT USE FOR CONSTRUCTION
PIPE HYDRAULIC DATA a
430 3 6 2~ l0'X6' RCBC f~1R/ED l'1 4 3 O Z °C J
DRaNAGE AREA /47 AC ° ~
o DES/GN FREQUENC'Y 50 YRS W z a
o ~ DES/GN D/SCHARGE 400 CFS
N N , ~ ~N DES/GN HW ELEVAT/ON 37820 FT > ~
420 ~ rn a o l00 YEAR D/SCHARGE 460 CFS
~ + l00 YEAR HW ELEVAT/ON 37850 FT 42 ~ z
OVERTOPP/NG FRELtUENC'Y - YRS
OVERTOPP/NG D/SCHARGE - CFS
a 4 I~ to i h ~M OVERTOPP/NG ELEVAT/ON - FT
~ -
~ 410 PI 52+60.00 I L ~ I ~ I 1 , 410
~ b ~ M EL = 39.65
~ cc1 I I VC - 240' ~ W rn K_85 ~Z
c o
~ II Pl = 51+50.( ~z = 5T +50.00
400 ~ - J EL, - 386.4 3 f +10.5261/. _ . = 386.42 400. W
W J2.29 VC - 200' = 200'
a f +10.5245/. l8/. _ K = 161 Pl = 62+00.00 ~ _ l6T
~ _ .a EL = 38/.50' rn ~ o
_ - • ~ (+11.24/ VC = 200' ° Z
f1.93 ~ ~ - 30 ~r ~ _ K = lbo . . ~ 390
~ ' ~ I I
~j, ~-J1.0933% f -1/.093
e N o 14.0/ W
~ ~M
380 • - _ o ,I r_~ o 380 - ~ 2 ~ l0'x6' RCBC _ _
5.0 END DITCH LT 0~
o ~ ~ I W STA 50+00.00 o N
~ ~ J ~ M o ELEV = 393.36 o ro 0 4W x-12.84%- ~ - r a
eECllu DITCH LT ~ ~ ~ g
o~ ~ 370 o STA 55...00.00 I, o, ~ END DITCH LT 3 70 ~
~ ~ ELEV = 389.27 o o ~ STA 59+00.00
~ ~ II W ~ + ELEV =374.00 DES/GNED BYe
II DRAWN BYe
~ ~W ~ II ~
360 J II W SEE SHEET ll FOR -Y3- PROF/LE 360 cNECKED BYe
I ~W W DATEe 9-9-2008
DITCH QN LEFT SIDE
II ~ ' PBO~ECr#: 012622001
O '
O N DITCH ON R/GHT SIDE
~
~ 49 50 51 52 53 54 55 5 57 58 59 60 61 62

h STRUCTURE N0.37 TRIG TO TERRIBLE CREEK -L - STRUCTURE N0.40 STRUCTURE N0.4/ PLANS PREPARED BY:
-L- STA 65+50 fRT) ^ JURISDICTIONAL Pl Sto 62+0%70 /NV IX/T 36425 rl lNV IN rSE1= 3625, _
INV 1N = 369.50 h PREFORMED SCOUR HOLE ~ STREAM D = 32' 25' 55.6" fRT~ TOP ELEV = 367.00 /NV our rsw~ = 3627 _
OUTLET PROTECTION P I T D = 6' 09' 39.0" GRATEr 840.1s TOP~LEV EI 366.00
~ CLASS 'B' RIP RAP S EC AL LA ERAL (RELATIVELY STRUCTURE N0.38 ~ V DITCH PERMANENT WATER) L = 526.42' TYPE = JB 8403/ Kimley-Horn
-L- STA 65+70 2T1 0 EST 5 TONS SEE DETAIL I ~I INV OUT = 368.62 y` EST 8 SY FF SHEET 2-B T = 270.47 STRUCTURE N0.42 W/ MH LID 84054 and Associates, ~ nC
~ EST 25 SY PSR M R - 930.00' sra s~+64 r~rl PO BOX 33068
SEE DETAIL 5 ~ TAIL BAS DITC ~ OUTLET. PROTECTION SHEET 2-B lNV OUT = 362.45 STRUCTURE N0.43 RA~FICH, Nc 27030-3008 SE = 04 -L- STA 67154 rLTJ PRONFe ~919~ 077-2000
CLASS 'B' RIP RAP SEE DET IL 7 lNV OUT = 360.00 FAx: ~olo~ 077-2oso ©2007
SHEET -B 8'-15' RCP EST 3 TONS I T I Y FF LOW POINT
ES 0 S 50 NEUSE 4 15 RCP + _ _ STA. 67 89 L
~ RIPARIAN BUFFER LEVEL SPR ADER E
SEE DETAIL 9 ~ SPECIAL CUT DITCH SHEET 2- ~
T I II B +57:65 SEE DE A L
I~ 50, .SHEET 2-B ti IQ + 65 ti , 1
O C 70' ti F - - +75 0,
O ~ h 88 -15 RCP MM~ ~7
O W ~ .a 65 ~ W = _ 38 ti FA P
Z + 0 LSE SUM , c~ ~ ~ C +80 ' SEE DETAIL 8 Q~
~I ~p 80' , H T - ~ _ ~ R, E -o~ SEE 2 B (j ~ SEAL
_ ~ ~ 43 0 SPECIAL LATERAL I V Q Q o ` GRAU3 rn 42 +50 +65 PLANS PREPARED BY:
~ .I N 5p ~ ~ 'V' DITCH ~ Q, o o F 50' ' 75 Q o O ~ ~ F '+90 SEE DETAIL L
~ ~ N O HW F~ F _ _ o N ~ 50' SHEET 2-B / JURISDICTIONAL 1
_ _ I W - - - _ +57.65 0 N JB +40 W C v v (DIRECTLY ABUTS G I BSO1~I
_ y 37 IO Xg, - / A RELATIVELY ENGINEERS, PC
- + 75 ~,I , , 68 -I~. ~ GRAU350 ~ , PERMANENT WATER Po Box 700
~ W RCP ~ 50 +40 ~ C GRAU350 FIJQIJAY-VARINA, NC 27526
I _ 39 40 2GI-B F ~ ~ ~ PHONEe [phone] FAX. [phone]
R 1
' F N ~ I \ 1 ~ ~ \I/
+70 m HW ~ +60 5U' w F S F ~ ANC=24' _ 1
75 +50 F ~ - GRAU350 ~ 4 P IA T IT H 85' E S EC L CU D C ~ y - ~ ~ _ ~
SEE DETAIL II +40 ti ~ 50, PpE m n~ _ . ~ \ -L2- + 07.17 ~ ~
SHEET 2-B ~ - C _ _ _ C 50,
+2 _ ~ ~ ~ ~ \ ~
+ 70 ! 5 FALSE SUMP 70• +90 F - N \ F R -L2 +9~ ~
SEE DETAIL 8 70' - , R -
SHEET 2-B ` N ~ S - b ~ X50 N O ~ h
W +50 _ p cV ~ ~ i ~ O ~ _
50' i E - ~ N o ~ - - ~ _ F SEAL p - _
+ To E Oo 1T5' 1 0' ~t\
PREFORMED SCOUR HOLE T TPRT TI' _ - b ~ ~ ~ ~ 00~~
OU LE 0 EC ON CLASS ,B, RIP RAP h ~~~h
~ ti ~ EST 5 TONS
I / EST 8 SY FF SPECIAL LATERAL 'V' DITCH T Y P R WITH CLASS 'B= ~tA + - - - _ V
1 Es 25 s s M R9 PINC 61 51., ti ti SEE. DETAIL 5 EST 70 TONS C 61+51.35 ' +07.17 ` R Q
0 ti - T I Y FF-~- STA 71+74.95 OFf ~ -SHEET. 2 B ES 60 S 74.95 OFF 73.05' RT 50' ~ ~ ~ Q ~ ~ F
SE ETAI IELEV=378,23
-BL- II PIN sH +27 8 C .0 ~ ~ , INSTALL _TOE ! PROTECTION ~ Z
- - TA 7+ FF 7 RT I L S 6 96.29 0 .3.60 SEE DETAIL 3 0
ELEV=367.51 .SHEET 2-B
_ _ + ~ 50 NEUSE BL 116 PINC 53 50.58 ~ RIPARIAN BUFFER o~+c
- - + ' L STA 63 65.710FF 107.22 RT
ELEV=380.48' - - BL 117 PINC 55+29.00
- , NOTE: SEE EROSION CONTROL PLAN FOR SKIMMER BASIN c
-L STA 65+52.84 OFF 84.46 RT
V= 7 4' ELE 3 2.0 AND SEDIMENT TRAP DESIGNS & LIMITS OF CONSTRUCTION
l~I~]E]L~1MI~NAIE~~ ]E~IL~N~ °z
DO NOT USE FOR CONSTRUCTION
PIPE HYDRAULIC DATA PIPE HYDRAULIC DATA a
' 37 18' RCP 420 _ _ 39 /0' X 9' RCBC rBUR/ED l'1 42 0 J
' ~ DRAINAGE AREA 0.60 AC ORAII o DRA/NAGE AREA 326 AC ~
~ DESIGN FREQUENCY 50 YRS DESK DES/GN FREOUENC'Y 50 YRS ~ Z
o o DESIGN DISCHARGE 2.6 CFS DESK DES/GN D/SCHARGE 650 CFS ~ a
N 3T0.36 fT OESN DESIGN HW ELEVATION DES/GN HW ELEVAT/ON 365.45 FT
100 YEAR DISCHARGE 2B CFS 100 Y 410 l00 YEAR DISCHARGE 750 CFS 410 ~ °
~ 3T0.90 FT I Y 100 YEAR HW ELEVATION 00 l00 YEAR HW ELEVATION 367J5 FT ~ c
- YRS A ~ OVERTOPPING FREQUENCY OVE OVERTOPP/NG FRECJUENC'Y - YRS ~
~ - F A OVERTOPPING DISCHARGE C S OVE OVERTOPP/NG D/SCHARGE - CFS
~ 4 , OVERTOPPING ELEVATION - FT OVER OVERTOPP/NG ELEVAT/ON - FT
~ ~ 400 400
~ PI = 62+00.00 ~ ~ ~Z
o ~ EL = .38/50'
~ - ~ VC - 200' ~Z
390 ~ K = 160 . . ~ 390.
' 3 II W
4 ' ' J Z II W O
~ P~ = 71. ' W 6 30 ~ .00 ~ END DITCH LT - BEG DITCH LT J ~ Z
~ _ _ _ _ EL - 369J0' .12..33.... - - - - _ _ PROP IS RCP t
~ STA 66+17.00 = STA 68 50.00 380 vC 550' w 380
s _ _ ELEV = 366.09 = ELEV = 367.00 K !43 _
o ~
o N - - - r h
I N ? W
~ : ~ ' N 370 o r 370 0
~ eEC DITCH cT .58°, . ` r-1 . 2.339 34/. • ~ ~ 6/, f +)1.51
o r~ ~ ~ END DITCH LT STA 65f00.00 ~ • ~ . .60 ~ 5. ~ • Z
~ ! ~ STA 69+00.00 ~ ELEV = ..372.37 ~ ? o ,g0 a
o +)3 - ELEV - 369.30 ~i ~ ~ - - W g
' ~ 3 0 ~ ~ ~o X9' Rcec - 0 .,_..e 360 ~
- END DITCH RT ~ + 1 2/ r ~ .o eEG DITCH RT
BEG DITCH RT STA 65150.00 DES/GNED BYe
~ STA 65±00.00 STA 67+60.00 ELEV = .....369.50.. DRAWN BYe
ELEV - 3T1.79 ELEV - 363.98 END DITCH RT 1
350 sTA 69 00.00 3 5 0 cNECKED BYe
eEG DITCH LT ELEV = 369.30 DATEe 9-9-2008
1 STA 67 05.00 END DITCH LT DITCH QN LEFT SIDE
ELEV = 359.50 STA 67+54.00.... PBO~ECr#: 012622001
~ o ELEV = 360.00
o N DITCH ON R/GHT SIDE
~
~ 2 3 4 5 7 8 9 70 71 72 73 74 75

PLANS PREPARED BY:
?n T T P R T T I OU LE 0 EC ON STRUCTURE N0.44 ti CLASS 'I' RIP RAP
T 17 T -L- STA 76+00 fRTI ES ONS INV IN -37320
EST 38 SY FF
STRUCTURE N0.45 INSTALL TOE _ _ f
~I PROTECTION L STA 75 2O fLTJ TAI INV OUT =370.60 h Kimley-Horn ~ and Associates, Inc
SEE DE L 3 SHEET 2-B PO BOX 33068
O RALEIGH, NC 27636-3068 PHONEe [phone]
I -L2- +10 SPECIAL LATERAL Q7 -L2- +50 'V' DITCH W/ PSRM FAX: [phone] ©2007
85` 80 SEE DETAIL 14
SHEET 2-g E -~2- +oo
50' E
~ R c ~ c
45 F

~ ~ ~ GRADE TO DRAIN
` ,108'-48' RCP O ~ ~
O W ~ r ~ W O W ~ ~
O ~ + \ W =
Z ~ (n M SEAL
_ b ~ ,V, SPECIAL LATERAL
N ~ 'V' DITCH W/ PSRM -BL- 123 PINC 77+35.63 PLANS PREPARED BY: SEE DETAIL 14
~ ~ 44 wi _ _ ~ - R SHI SHEET 2-B -L- STA 87+76.65 OFF 1.03' RT
~ ti Y ~ - ~I W C 1N -L2- +50 - ~ ~ ~ ELEV=397.04' GIBSOI~I
F ~
I I I In \ F ~ i ~ ~ ~ ~ OUTLET PROTECTION ENGINEERS, PC ~ ~ CLASS 'B' RIP RAP Po Box 700
E \ I -~2- +oo ~ EST 5 TONS EuouAV-vARINA, Nc 27526
II II 50, \ I -L2- +00 80 ~ \ ~ ~ ~ EST 14 SY FF PHONEe ~glo~ ss2-22s3 FAX. [phone]
I T T ~ 85 NS ALL 0~~ ~ W 68`-24' RCP C
PR T TI ~ PREFORMED SCOUR HOLE O EC ON ~ ~ ~ -L2- + 75.03
SEE DETAIL 3\ _ OUTLET PROTECTION ~ - - - , , -BL- 121 PINC 68+83.93 ~ 50 SPECIAL LATERAL
SHEET `2-B \ ` CLASS B RIP RAP i i ~ ~ ~ y w~ Esr 5 TONS -L- STA 79+19.08 OFF 13.16` RT ~ ~ 'V' DITCH
~E T 8 SY FF \ ~ _ ~ \ ~ ~ SEE DETAIL SHEET 2-B
Es z5 sY PSR ELEV-386.>76 ~ M
BL-120 \ i i SEE ETAIL 5 Y y H - SPECIAL LATERAL ~ ~ ~~a \ 1 1
PINC 65+12.14 ` SEE 2 B 'V' DITCH ~ SEE DETAIL
-L- STA 75+41.58 \ SHEET 2-B ~ \ ~ ~
OFF 40.11 RT Y
- ~ \ -BL'- 122 PINC 73+78.26 ELEV-377.16 - 78.26 ~ ~ ~ 1 ~ ~ E
\ \ -L- STA 84+17.93 OFF 5.85 R F 5.85' R T ~ ~ ~ 1 ~ \ ~ ~ SEAL
ELEV-395.82 C I~ ~ , I,.. 47 F
I I TI A JUR SD C ON L i F~
WETLAND ~ ~
DIRECTLY ABUTS ~ ~ ~ i i
I A RELATII/ELY PER ANENT WATER - M ~ -L2 -L I 'P ~ 1 `c~
+ I ~ hV; ~ ~ O ~O
P/ Sta 80+30.56 P/ Sto 8/ 11.65
- = 46'06 05.4 fRTJ ~ - 54' 13 443" (RTJ D ~ I / 146 Y J v QQO~
= D = 3' 22' 13.2" D 3' 22' 13.x' -L - PCC Sto. 86 +75.03 \ ` + X5.03 1 ~ ~
_ L = 1 61,86 L 1,609.01 .3 -L2- PCC Sto. 86+75.03 ~ ` ~ ~ \ ~ ~ ~
= T = 810.48' T 723.39'
= R = 1100,00' R 1,100.00' ~ STRUCTURE.: N0.4s F Q' ~P~ c \ \ ~ ~ Q~ ~
= -L- STA 8T+00 fRTI SE 04
INV !N = 393.88 JURISDICTIONAL
WETLAND ~ 1
STRUCTURE N0.4T -L- STA 8T+00 fLT1 -ISOLATED WATERS OF U.S. PER i ~
NOTE: SEE EROSION CONTROL PLAN FOR SKIMMER BASIN !NV OUT = 393!6 8/28/07 USACE DETERMINATION ~ o
AND SEDIMENT TRAP DESIGNS & LIMITS OF CONSTRUCTION
l[~I~]E]L~1MI~NAIE~~ ]E~IL~N~ °z
DO NOT USE FOR CONSTRUCTION
PIPE HYDRAULIC DATA PIPE HYDRAULIC DATA a z
c 42 0 , 44 P l RI ~ 48' RC ED 10'1 46 24 RCP 42 ~ o
DRAINAGE AREA 2! AC DRA/NAGE AREA 9 AC W o
o DESIGN FREQUENCY 50 YRS o DES/GN FREQUENC'Y 50 YRS
N DESIGN DISCHARGE 46 CFS i DES/GN D/SCHARGE 22 CFS
rn DESIGN HW ELEVATION 376.39 FT 410 DES/GN HW ELEVAT/ON 39724 FT ~ ~ 4~ 0 ~
i 100 YEAR DISCHARGE 54 CFS ~ l00 YEAR DISCHARGE 26 CFS O Z ° Z
100 YEAR HW ELEVATION 376.70 FT l00 YEAR HW ELEVATION 39T..88 FT ~ ~ o
~ OVERTOPPING FREQUENCY - YRS ~ OVERTOPPING DISCHARGE - CFS OVERTOPP/NG FRE(1l/ENC'Y - YRS
4 ' ~ OVERTOPPING ELEVATION - FT OVERTOPP/NG D/SCHARGE - CFS ~I OVERTOPP/NG ELEVAT/ON - FT J
400 PROP 24" RCP ~+I1.5134~ W 400
~ _ _ aZ _ _ - - _ _ -
C . ' ~ O l(~ ' _ _ -
- - - _ a (+)3.~ ~z
' - 30 0 - ~ ~ r - ~ - - I 3 - - - r+~o..~ri 390.
~ ~ - ~ ~ , Ii o
4 I _ _ - ~ - • W
~ ~ _ -
r+!1°5134 _ +J2 III ~ Z
380 - - - ,I ~ 380
s PR P 4 uR P ~ 0 8 C ° p/° ~ J
+)32 o ~ • ( END DITCH LT BEG DITCH LT LT ~ ~ W
o ~ (+10.05/.. , • • - ° f 0/ N - 3.8 STA 80+50.00 STA 83+50.00 x.00 h
N - ~ ~ ELEV = 387.32 = ELEV 391.86: x/.86 3 70
N 370 oa o o~ 0
~ o, o
o 0 0 ~ a ~ ~ END DITCH RT Z
~ ~ r\ ~ II o ~ STA T9+00.00 a
~ ELEV = 383.91 W g
3 0 III IIW o 360 ~
~ ~W ~ IIW '
DES/GNED BYe
0.w DRAWN BYe
BEG DITCH RT
350 3 5 0 cNECKED BYe
STA 16+19.00 DATEe 9-9-2008
IT H T = BEG D C L ELEV 316.83 DITCH QN LEFT SIDE
STA 75+60.00 PBO~ECr#: 012622001
o ELEV =314.00 o
N ' DITCH ON R/GHT SIDE
~
N ~ 75 7 77 78 79 80 81 82 83 9 84 85 86 87 88

PLANS PREPARED BY:
STRUCTURE N0.48
-L- STA 92+5T fLTI INV OUT = 403.05 O _
TOP ELEV = 406A5
p TYPE = CB 840A2 ~ Q1 GRATE: 840A3 TYPE f p Kimley-Horn
and Associates, Inc
STRUCTURE N0.49 -L- STA 92+50 fLTJ T ~Y'~ PO BOX 33068
1NV OUT = 402.94 ~ O RALEIGH, NC 27636-3068 PHONEe [phone]
rl; ~ - - - FAX: [phone] -L2- O? * ©2007
-L L2 c~
PI Sto 99+50.89 Pl Sta 89+21.65 PI rn Pl Sto 99+47J4 ~ rn ~
D = 25 3l 47J fLT 1 ~ = 8' 17 50.9" (RT 1 ~ RT l ~ = 30' 08' 20.0" (LT l v o ~
o ~ D = 10'54 48.5 D =1'41 06.6 D D = l0' 08 27.0" ~ cn ~ ~ -o
~ _ _ L 2ll°50' L 492.38 L L = 297.20' o~,
~ - ~ - T - 138.86 T - 246.62' T T = 152J3' ~ ~ ~ ~
R = 525.00' R = 3,400.00' R R = 565.00' , -o~ o 0
N
I J o 0 o k
SPECIAL LATERAL
- - -BL- 124 PINC 79+37.90 V DITCH ~ Oo N ~ SEAL
SEE DETAIL I _ _ + q T L STA 89 78.55 OFF 8.9 L OUTLET PROTECTION ' k } c9 e PLANS PREPARED BY:
SHEET 2-B - ' CLASS 'B' RIP RAP ELEV-403.67
EST 2 TONS ~ T T Y FF END 300'TAPER VD PROJECT
ES S -L- STA 96+00.00
BEGIN C&G - - I - - + -L2- +79.70 END C&G L STA92 50.00 LT -L- STA 95+56.90 LT _ - ST A 96 ~OOo00 , ~ G I BSOI~I ENGINEERS, PC
-L2- +20 -L2- +67.41 EXIST
70' $INC=24' PO BOX 700 FIJOIJAY-VARINA, NC 27526
INC=24' EXIST ~ I -L2- + 79.43 ~ R PHONEe [phone] FAX. [phone]
I -L2- +40 >N EXIST
tC 50' w I ° ~ 49 BEGIN 300' TAPER
C I -L- STA 93+OOAO F C C ~ ~
O - _ - - - - - - - - ~ ~ - _ _ _ _ _ -b N - - - - - - - - - - - - - 48
W
O OW N N ~
W+_ ~ ~ o 0 o I Z o o S 0° 2 02.6E , Op (n N _L _
I, J~ O O N N N N ~ N = Z °w -o 0 0 0 0 0
a I D
' VQ I ~N V) ~~J ~ z
~ Qcn~ ~I R I R - - ~ ~ - - C _ ~
F - I W C ~ - - - - - - - - - - - - - - - - - - - - SEAL
JW I E E E E E E cn E
-L2- +67.41 20'-15' RCP L2- +1b.78
I L2- +00 •°EXIST EXIST
Ali 68' L2- +16.82
~ EXIST PL 68' _ _ - - I PIN +4 L2 +5o BL 25 C 80 3.02
GRADE TO DRAIN I 115'
-L- STA 90+58..19 OFF 59.69" RT E op
-LZ- +30 ~ ELEV-407.51
115' ~ BEGIN C&G + -L- STA94+8T28 LT
INSTALL TOE ~ PROTECTION
SEE DETAIL 3 . -GPS 5- PINC 87+70.71 z
H T _ ,p SEE 2B ~ , -L- STA 97+85.06 OFF 27.46' RT
'L2- +00 - -BL- 126 PINC 83+31,79 ELEV=413.89'
50 _ ~
~ -L STA 93+46.34 OFF 40.95 RT
ELEV=410.29 NOTE: SEE EROSION CONTROL PLAN FOR SKIMMER BASIN
AND SEDIMENT TRAP DESIGNS & LIMITS OF CONSTRUCTION o
IPI~]E]L~1MI~NAIE~~ ]PIL~N~ °z
DO NOT USE FOR CONSTRUCTION
z Z
~ 450 450 J ~Q
~
o W o
o oc Z a a
~ N ~ ' W ¢ W
rn ' 440 ~ O 440 a

o ~ ~ o
4 ' I
430 430
L
~Z
o
~Z
- 420 42 0 ~
P~ = 90+50.00 W
Q i EL = 404.21 ~
~ _ ~ VC 200` _ _ _ ~ ~ ~ ~ ~ Z
~ ~ K=484 - OG
410 _ _ w o _ - - 410
Z o ° ~+11.1000/°
o f 1°5134/ _ ~ (1 W
o p - N ~ ~ h
N J r ' ~ ill ~ W
' N 400 ~ - / ° ' ~ - w~ . ~ , . 1+10.8 o _ - ` I. 400 0
it / ~ i s (+11,92/
o ~ _ . 7~ Z
+13 ? ° ~ ~ t o 0 0 ~r a
~ o ~ o ~ END .....GRADE W g
p . o END DITCH LT 390 ~ ~ p o STA 96+00.00 0 orn q f . 390 ~
o~ + EL_410.26 ~ ELEV = 402.94
' I ~ II ' p I ~ DES/GNED BYe
~ ~ ~ ~ uW DRAWN BYe
III \J 3 ~ O CHECKED BYe
'0.W 380 ~W
DATEe 9-9-2008
DITCH QN LEFT SIDE
PBO~ECr#: 012622001
o o
N ' DITCH ON R/GHT SIDE
~
N ~ 88 89 90 91 92 93 94 95 9 1 0 97 98 99 100 101

PLANS PREPARED BY:
~ N _
Kimley-Horn
~ and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONE. [phone]
N ti FAXe [phone] ©2007
rn
~

o
~
' ~ T .T
sEAL
PLANS PREPARED BY:
END CONST RUCT lON
-Y3- STA 23+65.00 G I BSOI\I
+ 75 - - ~ 45 +75 +75 ENGINEERS, PC 45 35'•- EX ST Po Box 700
~I ~ C FUQUAY-VARINA, NC 27526
SPECIAL .LATERAL O E C 'V' DITCH Q h t ~ PHONE: [phone] FAXe [phone]
+50 SEE DETAIL I Old
45' C ~ O ~ +50 SHEET 2-B E O + W M
C E O~ W Z o ~ N 4' 24' 25.1 E
+50 _ _ - O ~ N o ~ W ~W -Y3.-
EXIST ~ ~ W H. = T Q z W
I'~ ~ ? oo V ~ Q R' C ~ J~ ~~J R=5 16 =5' , 16' R=5'
~ 8.4E s Q ~ M c N 2' 21..5 Q C _ + 75
-Y cn ~
~ z W ° Q~ ~ W ~ I ~ I~ EXIST
F ~ R MW
r- - - - ~ W INC=25 ~ W C I ~ END 200'TAPER lNC=25 + 75 35' ?00' TAPER +75 SEAL
' ~ +50 - ~ C -Y3-..STA 23f65AG STA 23+65AO 45'
EXIST C-25 E E F +5o E
35' +50
45' +00" SPECIAL LATERAL
'I 55' 'V' DITCH BEGIN 200' TAPER
-Y3- STA 16+60A0 SEE DETAIL I SHEET 2-B
_Y3_
Pl Sta /4+71.73 '
D =3'35 45.9" ILTJ r~
_ / r ~ D r 25 56.6 OO
L = 251,05 * o
T = I T 25.5
R = 4 .oa ,ooo N ~
0
]~l[$]E L~lvl[~NA1][$~ l[~]L,~NS °z
DO NOT 'USE FOR_ CONSTRUCTION
Q
OC
~ ~ ~
W o ~ z
o ' o a
N W ¢ ~
rn ~ O a
g ~ o
~ ~
a N ~
N ~ ~ rn ~
i ~ ~
~ , ~rn J ~ oc
~ Q PI = 22+50.00 ~z
c Q ~ O ~ EL = 402.16 - ° h cn ~
~ ~ VC - 200' W
410 ' II K = 32 3 I ~ 410 ~ ~
I I ~
4 J ~J
~ PI = I +0 + 1 000% ~ 8 0.00 (12 O
~ 100/ !N R = +)2.7 BEG G ADE EL 388.80' f - - - - - - - - - - - - - - ~ Z
400 w STA 16+60.00 VC = 280' - - - 400
EL - 38293 - + 1070... 2.037 : K 66 f) .9 6/.
0 00% W
o _ - +)2.71 f N , H
N - `o '
N ' ' ' 390 • 390
_ o
~ ~ f ° f +10.6214/.... ~ . ~ ~ ND R BADE Q
~ / . ~ E G ADE ~ ,11 , . , o ° ~ - ~ sTA 23+65.00 ~+65.00
o N, ~ ~a i7 - g. ry EL .03.54 X03.54 380
k) Q Q 380 - t ~ ° 0. ~ ~
©~n r~ o cn I~
~ W W BEG DITCH LT BEG DITCH RT END DITCH LT AND.. RT I u III DES/GNED BY:
I ~ I DRAWN BY:
ST,4 /6+60.00 STA 16+60.00..... STA 17+50.00 J ' _ _ I J J ' CHECKED BYc
ELEV - 382.45 ELEV = 380.65 ELEV - 386.20 I W I I ~
DATE: 9-9-2008
DITCH (1N LEFT SIDE
PRO~ECr#: 012622001
o o
N ' DITCH ON R/GHT SIDE
~
N ~ 15 1 17 18 19 20 21 22 23 11 24 25 26 27 28

See Sheet 7 -8 For Conventional Sheet S mbol s y ]~l[$IEIL~IV~INAtI~~ lE~]LAtNS PLANS PREPARED BY:
DO NOT USE FOR CONSTRUCTION _
~ ~ g~
, o
Kimley-Horn
and Associates, Inc
PO BOX 33068
RALEIGH, NC 27636-3068 PHONE: [phone]
r FAXe [phone] ©2007

BEGI OJ CT
~ , o
I ~ ~
PARKWAY EXTENSION

:TH CAROLINA 2 752 6
ND PR E T
i
a SEAL
i PLANS PREPARED BY:
r
i 8 ~ ~ i ~
it _.I ,,,r G I B501\I ENGINEERS, PC
i (
TYPE OF WORK: GRADING DRAINAGE PAVI~ ~E, PAVING, CURB & GUTTER, PO BOX 7°° FIJQUAY-VARINA, NC 27526
I CULVERTS PAVEMENT AND ENT AND MARKINGS. P"ONE: [phone] FAX, [phone]

I ~ ~
I ~ ~ ~ LENGTH OF PROJECT: APPROXIMATELY 1.52 - =LY 1.52 MILES OF NEW LOCATION
I FOR THE NORTH EAS NTH EAST JUDD PARKWAY EXTENSION
r
METHOD OF CLEARING:TYPE II

VICINITY MAP
sEAL
_
TILITY A D ER I A E IE TA T LI T: U N GOV N NG G NC S CON C S
GRAPHIC SCALES

a' ~M
WATER COMPANY POWER COMPANY W } 100 50 0 100 200
TOWN OFFUQUAY-VARINA UTILITIES DEPT. PROGRESS ENERGY N 4
4010LD HUNEYCUTT RD. 9920 FAYETTEVILLE ROAD I~ z 0
FUQUAY-VARINA, NC 27526 RALEIGH, NC 27603 ' 6 5 [phone] [phone] _L_ PLANS
CONTACT: CHRIS GRIMES CONTACT: BEN BETTS j 7 =
50 25 0 50 100
ON COM N - TELEPH E PA Y - - - y SANITARY SEWER COMPANY
EMBARQ ~ - S~'
TOWN OFFUQUAY-VARINA UTILITIES DEPT. 206 W. CUMBERLAND ST Q 401 OLD HUNEYCUTT RD. DUNN, NC. 28334 QP' POWHATAN DR. PROFILE (HORIZONTAL)
I (91 D) 980-2222 FUQUAY-VARINA, NC 27526 Q _Y2_
919 753-1013 CONTACT: JAMES D. JOHNSON ( ) li
CONTACT: CHRIS GRIMES BEGIN PROJECT JUDD PARKWAY 8 10 5 0 10 20 °z
CABLE TELEVISION COMPANY -L- Sta 16+00.00
TIME WARNER CABLE ~ ' PROFILE (VERTICAL) a z _
NATURAL GAS COMPANY y 101 INNOVATIONAVE, SUITE 100 I ~ i
~ PUBLIC SURVICE NATURAL GAS MORRISVILLE, NC 27560 ~ M O, 2451 SCHIEFFELIN ROAD [phone] TEL Q V
~ CONTACT: DON HOLZAPFEL 3 } APEX, NC 7502 W i W o ~ z
~ [phone] TEL f' O y a
~ CONTACT:CONSWALLEAPARKER DEPARTMENT OF TRANSPORTATION W a
N I NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ~ O a
~ DIVISION 5 DISTRICT 1 OFFICE I 4009 DISTRICT DRIVE -L- PC Sta. 73+07.17
~ FIRE CHIEF RALEIGH, NORTH CAROLINA 27607 ~ O 9
I - - + .C FUQUAY-VARINA FIRE DEPARTMENT 919 733-7759 TEL L2 PC Sta. 73 07.17 ~ ( )
~ 401 OLD HUNEYCUTT RD. I
~ FUQUAY-VARINA, NORTH CAROLINA 27526 ~ 919 753-1002 TEL PLANNING DEPARTMENT ~ Q
~ I CONTACT: ANTHONY MAULDIN TOWN OF FUQUAY-VARINA PLANNING DEPARTMENT
~ 4010LD HUNEYCUTT ROAD r N ~
~ FUQUAY-VARINA, NORTH CAROLINA 27526 ~ 919 552-1429 TEL ~z
~ EROSION CONTROL ( ) O [phone] FAX i'I
NCDENR ~ DIVISION OF LAND RESOURCES W
3800 BARETT DRIVE POLICE DEPARTMENT
3 RALEIGH NORTH CAROLINA 27609 ~ TOWN OF FUQUAY VARINA POLICE DEPARTMENT a ' ~ END PROJECT JUDD PARKWAY ~ ~
4 [phone] TEL 4010LD HUNEYCUTT ROAD ° ~0 -L- Sta 96+00.00 ~ _
~ FU UAYVARINA NORTH CAROLINA 27526 ~ Q -O W O
~ [phone] TEL ~ ENGINEERING DEPARTMENT BROAD ST. ~ z - ~
TOWN OF FUQUAY VARINA CHIEF OF POLICE: LARRY SMITH W
= ENGINEERING DEPARTMENT 4010LD HUNEYCUTT ROAD
~ FUQUAY-VARINA, NORTH CAROLINA 27526
~ 919 567-3911 TEL N ( ) ~OPO ~o~ ~
N ~
N O W
i N THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,
O ~ AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND
~ d CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS
O L DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY HORN AND J
I O ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
L i
~ TOWN: ENGINEER: SURVEYOR: DES/GNED BYe
TOWN OF FUQUAY-VARINA KIMLEYHORN AND ASSOCIATES, INC. McKIM & CREED PREPARED IN THE OFFICE OF: DRAWN BY:
4010LD HUNEYCUTT ROAD 3001 WESTON PARKWAY 200 MACKENAN COURT ~ CHECKED BYe
FU UAY-VARINA NC 27526 GARY, NORTH CAROLINA 27513 ARY N 27 11 0 C C 5
[phone] TEL [phone] TEL [phone] TEL 1 2-74 1 FAX [phone] FAX (9 9) 55 8 ( ) REV. DATE REVISIONS PAGES DATEe 9-9-2008
CONTACT: MATT WEST, P.E. CONTACT: JAY MEYERS, P.E. CONTACT: TONYALFORD, PLS ~ ~ ~ PRO~ECr#: 012622001
I O o SUITE 300, 4651 CHARLOTTE PARK DRIVE, CHARLOTTE, NORTH CAROLINA28217 DATE FILE NUMBER SHEET NUMBER TOTAL SHEETS
N PHONE: [phone] FAX; [phone] 6-23-2008 1

N \ COPYRIGHT ©2007 KIMLEY-HORN AND ASSOCIATES, INC.

PLANS PREPARED BY:
INC®N][l~]LIE~]E ]~]LAIN~
DO NOT USE FOR R / W ACQUISITION _
]~l[$IElLI1VIINAti~~ l~]LAtNS _
USE TYPICAL SECTION NO. 1: ~ NOT USE FOR CONSTRUCTION Kimley-Horn
FDP *12' *12' FDP
-L- STA 16 + 00.00 TO 20 + 33.50 and Associates, Inc
* RALEIGH, NC 27636-3068 -L- STA 51 + 35.42 TO 96 + 00.00 PO BOX 33068 PHONE: [phone]
FAXe [phone] ©2007
NOTES:
GRADE A) TRANSITION LANE WIDTH FROM 18' TO 12'
POINT STA 55 + 00.00 TO 58 + 00.00
C C T T
.02 FUFT 0.02 FTiFT
~ 0.08 0 0.08 B) TRANSITION LANE WIDTH FROM 12' TO
S'I ~;1 EXISTING 93 + 00.00 TO 96 + 00.00
?
.5.~ sEAL
E E C) TRANSITION PAVED SHOULDER FROM 2'-0" TO
EXISTING STA 94 + 07.84 TO 95 + 00.00 PLANS PREPARED BY:
,
D) FOR VARIABLE SLOPES SEE CROSS SECTIONS. GIBSOI~I ENGINEERS, PC
GRADE TO THIS LINE
PO BOX 700 FIJOUAY-VARINA, NC 27526
PHONE. [phone] FAX, [phone]
TYPI AL E TI 1 C S C 0 0.
-L-
USE TYPICAL SECTION NO. 2:
8 -0 6 -0 2 -0 12 8 8 12 2-0 6 -0
FDP FDP 9 -0 WITH GRAIL -L- STA 20 + 33.50 TO 51 + 35.42
NOTE: FOR VARIABLE SLOPES SEE CROSS SECTIONS. SEaL
GRADE
POINT R R
C C T T
0.02 FT/FT 0.02 FTiFT 0.02 FUFT - 0.02 FUFT
0.08 0 - - a - 0.08 ?S
PARTIAL SECTION lA DETAIL 2A
A~.
T T S•~ TRAVEL **10'-0" Z
E E LANE 2' ~
C R2 T ~~1 ~S~
0.02 FT/FT Z 0.02 FT/FT I ~ c
GRADE TO THIS LINE
~ ,
0 z
TYPI AL E TI . 2 C SC 0 0 E GRADE TO THIS LINE
EOP ELEVATION Q Z
U
-Y2- & Y3- W o
o ~ z a
0 8 -0 6 -0 15 15 6 -0 W ¢ ~
N ***VARIES FROM ARIE FR V S OM ~ EXIST TO 18' EXIST TO 18' USE PARTIAL SECTION NO. lA: USE DETAIL NO. 2A: z ~ Z
N I
USE PARTIAL SECTION lA IN ~
I 4 USE DETAIL 2A IN
I CONDUCTION WITH TYPICAL CONDUCTION WITH
SECTIONS 1 & 3 TYPICAL SECTION 2
L I
~ GRADE J -L- STA 16 + 00.00 TO 16 + 65.00 -L- STA 2 9 + 2 9.00
POINT T C C T -L- RT STA 94 + 87.28 TO 95 + 58.35 TO 47 + 20.00 ~ Z
c o
~ 0.02 FT/FT 0.02 FTiFT -L- LT STA 92 + 50.00 TO 95 + 58.35 ° W
? . Y2- STA 11 + 20.00 TO 11 + 47.07 ~ ~
3 sl - ~ q.:1
4 2 ~ .S• 8'-0" BERM AND 2:1 FILL SLOPES
~ ~ ~ E U U E 1 0 ~ Z
~
W _ , USE TYPICAL SECTION NO. 3:
o -Y2- STA 11 + 20.00 TO 12 + 21.65
o N N GRADE TO THIS LINE Y3- STA 16 + 60.00 TO 23 + 65.00
W
I N O h
i TYPICAL SECTIO 0. 3
3 NOTES:
W A) TRANSITION LANE WIDTH FROM EXISTING' TO 18' ~
0 -Y3- STA 16 + 60.00 TO 18 + 60.00

-Y3- STA 21 + 65.00 TO 2 3 + 65.00 DESIGNED BY:
DRAWN BY:
6) FOR VARIABLE SLOPES SEE CROSS SECTIONS CHECKED BY:
DATE: 9-9-2008
PRO~ECr#: 012622001
o
o N
\
N \

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
440 440 FAX: [phone] ©2007
2 5p•1 0.040 0.040
430 4:1_ _ Z~~1 _ 2~4~ 430
aza-ai
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 428.05 42$.05
18 + 50.00
SEAL
PLANS PREPARED BY:
440 44o G I BSO1~I ENGINEERS, PC
,~y0~~ 0.037 0.037 PO BOX 700 FIJQIJAY-VARINA, NC 27526
_ - - - - PHONEe [phone] - _ FAX, [phone] - _
4; ~ _ - - -
-'y. 430 54 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --2. 430
aza.za 429.00 429.00
8 + 00.0
420 4z0
440 440 SEAL
0~ .y 5 0.020 0.020
4:1 . - - . 433.63 2~~ - 2~p~?
430 ~7+50.0 431.33
431.33. 430
z 0
o~+c
440 - - - 440
,~y0~~ 0.003 0.020 ~ _ _-0.~- o
- - 4:j Z5~'•
Z5 0 Z
'3.66 430
430 _ - - 433.66
- 17 + 00.00 a
z a
a
W o
0 °C Z a a
0 N W ¢ W
~ O a
Z o
ri ri i M M
4 440 ~ ~.~~3 0.20 ~ 440
o'' - - - - - - - - - - - - - - - - - - - - - 3;1
i _ _ - - - - - - -
OG
~ 430 ~ 6 + rJ 0. 430 ~ z
0
~z
3
~ 450 450 =
a O
~ Z
? M M
a ¢qp _ _ 3'~ ~ 0.019 0.017 ~ 3:7 440
c~ _ - - Q Z O
N G
16 + 00.00 g~
~ 430 430 ° 1 U W
8 Z
0 ?v
Y --------i5+°~b.oo DES/GNED BYe
440 DRAWN BYe
CHECKED BYe
DATEe 9-9-2008
430
0 0 5 10 430 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
440 440
430 N - - 430.... SEAL
M a,.) N N - - - - - - _ - - - - PLANS PREPARED BY:
rso.~-~:r--- -~9~-~- 4z4.so -~-o-oao----------~- 420 422.35 - -.yo - - - - - - - -
Z
4zo G I BSO1~I
420.23 .0,23 ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
21 + 50.00 PHONEe [phone] _ FAX, [phone]
430 °D N ~ ~ 430
N
q:1 0.040 ~ _ _ - - - - - - - yo1 - -
- - _ `SQ.~ . 425.37 4: ~ 2 50:1
2
420 423.36 420 SEAL
2~ +~0.~0 421.24 :1.24
430 ~o v'• 430
N ~ - - - - z _ _ - - _ - - o
Z 50'~ 0.040 ~ ~ 0.040 - - - ~ - - - - - - - - - - - - -
. _ 42525 _ _ 4:) 2 L~~, 2~ ~
420 20+50.00 422.52 2.52.. 420
0
0 z
a
z a
a ~
W o
~ 430 N 2 5~:1 0.040 0.040 _ - - - 4: i 2 y0?t 430 Z a a z~
- - - - - - W a W _ ~ a c
~ _ _ - - - ' - _ _ _ _ _ - - - - - 425.37
Z ~ ~ o
424.02 Q 420 20+00.00 4.02 ~ 420

a
~z
0
~z
3
a yp:~ 0.040 0.040 - --o.~_________________~-_--------- 430 W o
a 430 Z. _ --4:1- yo-.~- ~ nza-~z-- 2•
25 ~ z
- -
425.55 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5.55
0 420 19 + 50.00 420
N az o
N G
O
0 o 4..40 ~ o
~ 440 1 U W
8 Z
?v
Y Z y0 0.040 0.040 _ _ _ - - - - - - DES/GNED BYe
430 ~/'~1 - - - - - - - - - - - - - - - - - - - - - ~ 430 DRAWN BYe
?9''' CHECKED BYe
azz-~--------
~9+~~.~~ 427.09 7.09 DATEe 9-9-2008
420
0 0 5 0 420 PBD~ECT#: ol2suool
N -
X.
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 3 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
440 440 FAX: [phone] ©2007
430 ,o
430
~ N N _ ~ _ -----5~1
Z
2, 4~~ - - - ~~40 - v azs.ss ~
_ ~•T-- 0.040 4:
420 - - 421.50 420 SEAL
419.23 9.2 3 PLANS PREPARED BY:
24 + 50.00
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
430 ~ o o 430
N N
~y5~`, 0.040_x_----~ 0.040 2 420
- 4:1 Z•
420
8.96
418.96
24 + 00.00
SEAL
430 430
M `C
N
25p;1 0.040 ~ ~ 0.040 _ _ _ - - - 420 _ _ _ - 3: 7 2 y
~ 50 420 z 0
azo.ii
- 418.23 8.23 0
4io 23+50.00 4/0 W
O
O Z
430 430
M ~j
- - J
0.,~ 0.040 ~ ~ 0.040 O Q ~ - _ ~ (S -
Q
0 420 Z 5 _ -3- - ' N _ _ _ _ _ _ - - •I - - -50 - 420 a a ,I 2 W ~
'417.50 ~ a z
~ - 417.39 417.50 z LL ~
23 + 00.00
a

a o~
430 _ _ 430 ~ z
_ _ _ - ~ - ~ o
o a ~ ~ - ~z
Y ~ 0.040 ~ ~ 0.040 _ _ v - - - - - - - ~ W
- - - ~ - -
a ,Z 5D' ~ 420 --3-1 - - _ . ~ 2 ~o:~ 420
a O
~ ~ Z
W - - - - - - - - - - - - - - - - - - - - - - - - - - an-aa 416.....29
- - - - - - - - - - - - - - - - - - - - - 416.2 s
0 22 + 50.00
N a z o
N G
O
g~
~ 430 0 0 430
N N N _ _ _ - - W z - ~ J - ~ ~
'0 2 5~•1 0.040 ~ ~ 0.040 ~ ?1
_ ~ ~
Y 4:] GG 1 _ _ _ ~
420 „r ~ JO.~ - 42O DES/GNED BYe DRAWN BYe
_ - - - - - - - - - - - 419.44 - - - _ 418.00 CHECKED BYe
418.00 DArEe 9-9-2008
22 + ~0.~~
4/0
0 0 5 10 4/Q PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-4 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
440 440 FAX: [phone] ©2007
430 ~ 430
ri ~
0.038 ~ ~ 0.038 _41 ~y0~
'L• - - - - aza.~o
420 0.~ -4• 422.92 2.92. 420 SEAL
420.00 PLANS PREPARED BY:
27 + 50.00
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
430 ~ o 430
y ----------~a2~-~ azs-a~ 022------4:1 ~'.6
5~ - 2.
420
420.25 422.18 !2.18 420
27 + 00.00
SEAL
430 ~ 430
- - - -"i - - - - - - - - - - - - - Z 0.005 427.61 ~ 0.005
2
?SOy 4.1 4:1
420
420.50 421.45 ! 1.45 420 c
26+50.00 0
0
0 z
430 ~ ~ _ _ _ _ _ ~y - 428.13 N _ _ _ _ 430

2 ~ Q
~ -?S~.I 4:1 0.012 ~ ~ 0.012 4:1 ~
o 420 420 a a
N 420.75 420.71 !0.71- W ~
~ O a
26 + 00.00
~ O ~ ~
a

a o~
~ 430 o c.
O M ~ - - 430 p0
. tl ' ~ - ~ 427.42 N Y - -?SO' 4.1 0.028 v 0.028 4:1
~ ~ W
a ~ 420 421.00 420
O
~ 420.03 0.03 ~ Z
25 + 50.00
0
N a z o
N G
O
0 430 ~o
~ 430 - - - 1 U
8 M 0.,~--------- J z
o d -N ~ "'0~~ 7 428.32 ~ 0.040 Y 420 Z,S..
3~p.~ 4:1 - 4:1
DES/GNED BYe
_ 421.25 420 DBAwN BYe
419.50 9 ~ 5 0 CHECKED BYe
DATEe 9-9-2008
25 + 00.00
4/0
0 0 5 10 4/Q PROJECT#. 012622001
N -
X.
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 5 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 N0 120 130 440
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
430 430 FAX: [phone] ©2007
N p1
0.036 ~ ~ 0.036 _4, ~,r~~'~ _
?.S 4•~ - - -
420 423.06
421.13 3,06 4Z0
30 + 50.00
SEAL
PLANS PREPARED BY:
430 ~ 430 G I BSO1~I
v N v 1 ,`G~'~ js) ENGINEERS, PC
0.040 ~ 0.040 _ 4: ~,~y0 ~0:~ ~ I PO BOX 700 - FIJQIJAY-VARINA, NC 27526
- ~ PHONEe [phone] FAX. [phone]
aza-as 423.62
420 - - - - - - - - - - - - - - - - 3.62 420
4~,.SO 30+00.00
430 M 430 SEAL
~ ~ N ~`'1 ,S
2yp;1 0.040 ~ ~ -0040-----?so, 420 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - azt-ao- - -
4z0
29+50.00
z 0
o~+c
~o
430 ^ N ~ ~ 430 W
O
0.040 ~ ~ 0.040 ~ ?•S0. ~
2 50'. 0•~ - °z
420 - - - - _ 418.70 420
a z~
~Q
W o
~ 29+00.00 o °C Z a a
0 N W ¢ W
~ O a
i z
Q 430 430
0.040 ~ ~ 0.040 a
420 - 420 ~z -
° - - ~z 1 W
~ - _ - - - - - - _ _ _ 415.97
3
~ 4io 28+50.00 4/0 W o
a
z
W
440
o Sao
N a z o
N G
O
g~
3 430 ~ 430 ° 1 U W
8 ~ ~ N Z
o Z yp:1 0.040 ~ ~ 0.040 ? SO 7 ?v
Y _ - - - - - - - DES/GNED BYe
420 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - azo-sa 420 DBAwN BYe
CHECKED BYe
2~ + ~0.~~ DATEe 9-9-2008
4/0
0 0 5 10 4/0 PROJECT#. 012622001
N -
X.
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 6 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
430 430
420 ~ ~s 420 SEAL .I
-O.S28 - ~~~O.D20_- -0.p2p - - - ~ _ ~ - ' - - PLANS PREPARED BY:
------~-r---_~ ---i i --4-f-2~' ' _ _ - _ - _ - _ _ - _ - - ~ JO, 4' _
q/p 413.38 413.38 3.3s 4o G I BSO1~I ENGINEERS, PC
33 + 50.00
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
4B0 4C~0
420 - - - ' - - - - - , -0829 - i- ~t&~~?O - -p-p2p - i - - - -4•t c(1:~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S~~ 4• ~ - Z - • 420 _~yo.,~-- -
5.32.
4/0 415.32 33 + 00.00 415.32 4/0 SEAL
430 430
co o~
a oa
Sl
r - - - 420 - - - - - - - - - - - - - - - - - - ~50.~- ~1- - - - ~A28 - ~ - - - ~ .92~ -p-pZp - - - - - -4:1 2 y0:1 - - - - - - - - Z 50•~ 420 z
°
417.07 417.07 7.07:.
4,0 32 + 50.00 4/0 W
O
O Z
430 430
M M
N N 5~ ~s
o, ~A?A - ~ - - - -X0}4-O:OYd - - - - - -4:1 5~'~ - - - - - - - - - _ _ •7- - - - - - - - - - - - - - - - - - -
0 420 - - - - ~Sp,~- p•1 - - - ti. 2 50.1 420 ~ z a a
N - W ¢ W
418.56 418.74 a 8.74 ~ ~ °
z
32 + 00.00
Q 4io 4/0
a~
a
430 430 ~ z
~ ~ 0
~ N N h~ ~S ~ z
~ N N
3 _ 0.020 -0,00.3------4:1 y0'~ 2 50
420 ~~~-~:1--- - 2. 420 W o
419.80 420.44 0.44 ~ Z
31 + 50.00
'g 4io 4/0
N a z o
N G
O
0 g~
~ 430 430 ° G V
8 r~ ri N 1'J1 ,~J ~ W
~ ~ ~.OZQ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - ,
o ~.OZQ _ 424.16 _ _ 4: J ~ 5~ 2
DES/GNED BYe
Y 420 of !1.88 420 DBAwN BYe
420.77 421.88 CHECKED BYe
31 + 00.00
DATEe 9-9-2008
4/0
0 0 5 10 4/0 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
420 420
4/0 4/0 SEAL
0.020 0.020 0.020 0.020 _ - - - - _ - - - - - - - - - PLANS PREPARED BY:
4:1 0'I -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ?S~. - - - -2S - - - - .I--- aos-~-------
4~ 401.36 36 + 50.00 400 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
4/0
0.020 .020 0.020 0.020
- - - - - - - - - - - - - - - - - - - 4:1 - - - - - - - - - - -
- - - ~ - - 3~- - B. - - - - - - - - - - - - - - - - - - - - - - - - - - - aos.~z - - ~
403.00 400 403.50 36 + 00.00 403.00 400 SEAL
420 420
4/0 0.020 ~ _Q.020 0.020 0.020 ~ ~~1 ~s 4/0
z - - - - o - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - ? Q'~ 4•~ . _ - _ 408 04 ~ v• y 'r 1 - - _ _ _ - -
4~ 405.58 3 5+ 5 0. ~ ~ 405.40 405.40
400 W
O
O z
420 420
a z~
o
1 1~~. o ~ a
4/0 - - - _ _Q.020 0.020 0.020 _ _41 ~0', o ~J_ ~ ~ 0.020 ~ Z~
o N
407.79 407.79 X7.79 g ~ o
Q 4~ 35 + 00.00 ~ ~
400
x

a
420 420 ~ z
0
~z ~G•~ ~ W
3 x.424 _ _ •42Q0.929 _ _0.9 51 _ 1 -2• _ _
4/0 - ~ - - - 1 0
a ~ z
~ 409.50 409.50 X9.50
34 + 50.00
o
N a z o
N G
O
g~
~ 42~ 420 1 U
8 7 ~ z
?•SO• - - - - r ~,4~4 _ ~ 0.020 0.020.- -0.020 - r - - - b0-~ - - - - - - - - - - - - - - - - - ~ 7 - - - X0.-1 - - 1~ 'S7 Z _ _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _
- - - - - - - - DES/GNED BYe
Y 4/0 ~ 4.-1
411.42 411.42 1.42.,.. 4/0 DRAWN BYe CHECKED BYe
34 + 00.00
DATEe 9-9-2008
400
0 0 5 10 40Q PROJECT#. 012622001
N -
X.
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
420 4~0 FAX: [phone] ©2007
4/0 4/0
am.sz 5~.,~
~•SO•' 4:1 - - - - ~.~2b 0.020 0.020 0.020 4:~ 'L 400 400.98 401.82 2
400 SEAL 11...82
PLANS PREPARED BY:
39 + 50.00
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
- - - - - 4/0
4/0
aos.as - - - - , -0~29 --0929 ~.U7p- - 0.020 ~ 4:1 - - ~o. ---1
2•
- - - - - - - - - - - - ~~..s - 4:1
400 401.23 402.08 400
2.08
39 + 00.00
SEAL
4/0
- - - - - 4/0
_ _ o -
Z5
- - - - - - - - - - - - - - - - - - - - - - - - - 2'SO. 4:1 L 0.020 _ 0.0200.O~T _QA2-0- ~ - - - -4:1 400 _ _ - - - - - 402.33 402.33
400 z 2.33 0
38 + 50.00 o~+c
I o
d z
4/0 5~ ~s, 4/0
~S 4:1 ~ 0.020 0.020 OA20- ~ 0.020 _ L _ - - - 1-
~ py _ 4~i 402.58 402.58 Z-•~~1 ~ ~ F
W z
0 400 2.58 400 ~ a a
0 W ¢ W
38 + 00.00 ~ O a
Z o
a

a OG
4io ~ 4/0 c o
0
3 25p;1 0.020 0.020 0.02 - - _OA20 - - - - ~:i ~y0~~ 1' •S~ ~ z
4
402.69 400 - - 403.70 ~3. ~0 400 W o
a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Z
37+50.00 W
0
N aZ
N G
O
o
~ 4~~ ~s. 4/0 ~
o ~y0;~ ~.OZ~ ~.OZ~ ~.~2 ~.~20 4:~ ~
_~-.5 _
~5
Y - - 402.72. _ _ . DES/GNED BYe
400 402.34 402.34,,.. 400 DBAwN BYe
CHECKED BYe
37 + 00.00
DATEe 9-9-2008
390
0 0 5 10 390 PROJECT#. 012622001
N -
X.
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 9 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
420 4~0 FAX: [phone] ©2007
4/0 0 0 4/0
0 0 }s~
1 0.020 ~ ~ 0.020 4. 0'1 ~y0.1
- _ _ _ - _ _ - - - _ - - _ - _ _ - - - _ _ _ .2 50_ _ _ 401.62 400 _ _ _ _ 1 _ 400 SEAL
~~'30 PLANS PREPARED BY:
42 + 50.00 400.30
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
4~~ M M 4/0
M M
O O 5~ ~
~ ~ 0.020 ~ ~ 0.020 q_~ ~ y0;~ 5~ _ 0:~ ~ _---s~-----------
400 400
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 400.55 X0.55
42 +00.00
SEAL
4/0 'n 4/0
~ ~
ri ri
2y0~~ 0.020 ~ ~ 0.020 4:1 y5~'~ - ~1 ~ 1 _ ~ _ _ _ _ _ _ _ _
- - - - - - - - - - - - aot.eo 400 ~T 400
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
400.81 10,..81
41 + 50.00
0
0 Z
4io M ~ 4/0
O M ~~1 js~~------------
~ 0.020 0.020 ~ 0.020 a 4:1 - - - - - - -4r~ -'y~yQ _~Q1 ~
0 4~ ?~0.~ - - - aoa.zs
- - - - - - - - 400 a a
N 400.23 A ~ + 00.00 401.06 ?1.06 W
i ~t ' o a
i z
i Q
i
o''
i
a o~
4/~ ~ O 4/0 ~ z
o - - - - - - - = - - = - - o 0
~z
- - - - ~.l12II 9.42 ~ aos_ae_ -0:020 - - - - - -4:1 y 501 ~ ~
Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~s~ - - p:l 2.0 2•
a 4~ 1 400 =
a 400.48 40 + 50.~Q 401.32 O 11.32 ° Z
w
s
°o
N a z o
N G
O
o 4/0 .°~o _ -
~ 4~~ ~ 1 ~ ~ W U
yo.,~~ ~ z
a -------------'x.626-0.020~0~.23 0.020 ti5
DES/GNED BYe
400 11.57.. 400 DBAwN BYe
400.73 A O + 00.00 401.57 CHECKED BYe

DATEe 9-9-2008
390
0 0 5 10 390 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-1 0 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 10p 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
4/0 4/0
c ~
°o ~y~ ~S.~
0.030 ~ ~ 0.030
400 ---------------------------------------250.1 4'Z--~', - - - - - - - 39921 _ _ _ _ _ 2. 400 SEAL - - - - _-2
PLANS PREPARED BY:
397.04 397,04
45 + 50.00
390 .~so G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
4/0 4/0
~ a
~ M
p~ 0.013 ~ ~ 0.020 1~~ ~S,
Zy 1 400 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
sss.~s 4. --'~50.~ 5©~~- ~j 400
39.7.73
45 + 0~.~~ 397.73
SEAL
4/0 ~ 4/0
~ a
0 0
2 1 0.004 ~ ~ 0.020 4., y0'• ~s
400 400
aoo-a~ - - z 2 - - • o
398.41
44 + 50.00 398.41 0
0
0 z
4io 4/0
N N
O O 1 J CC
2Fj~~~ ~.OZ~ ~ ~ -~A20 ,SI ~ ~
r~~p:~ 400 ~ Q oa
o 400 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - no~.o~
o 399.1 f7 ~ ~
44 + 00.0 sv9_in a o
z
a

a o~
4io 4/0 ~ z
0
~z ~ W
o 0
3 50~~ 0.020 ~ ~ 0.020 ~
~5°~----------- 400 o
o 4~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ao~-sa- - -
n ~n ~ Z
43 + 50.00 W
o
N Q Z o
N G
O
0 o
~ 4/0 0, rn 4/0 ° o 1 U W
8 i. n N N
?v
• tS,
~5p1
Y 400 ao~-~s- 400 DES/GNED BYe DRAWN BYe
n n~ CHECKED BYe
43 + ~~.~Q inn na
DATEe 9-9-2008
390
0 0 5 10 390 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-11 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
4/0 4/0 FAX: [phone] ©2007
400 400
0.019 0.019 0.020
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3~~ - - - - - - - 3:)
~I 394.59 _ ..~5 3•I _,~y0•~--_
390 392.18 48 + 50.~~ 392. 400 3 92,.00 390 SEAL
PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
400
0.002 0.002 0.020 - 3.'-
~l 1 S- ~ - - - - ~ - - - - - - - - - - ~ - - - - - - -
- - 2S~'~ 3', - - - - - 394.84
390 393.05 393.66 3.66.... 390
48 + 00.00
SEAL
400 , ' \ ~ 2~5~'~ 0.015 0.015 0.020 ~ 400
3'~ 4=~ 2~~-- 395.17 395.82 25~',_-----------
390 ~ 394.21 ?4.21 390
0
- 47 + 50.00
o~+c
I o
d
'S1 ~ Z
400 , ' ' ? S ; j ~ \ ~ 0.031 0.037 0.031 0 3. ~s. j 400
4:1 _ - ~ ` J
394.65
396.33 \ . . . . . - . - . .398.03 - . . . - - - 2 50;'\ Z•~0;1 ~ ~
55 390 a a
0 3~
N _ W ¢ W
~ _ ~ ~ / ~ O a
~ - 47 + 00.00 Z o
Q Sao 380
a~
a
4io 4/0 ~ z
0
~z
3
qpp Z 50'~ 0.040 0. 40 0.040 ~s~' 400 W
~~o.~ ~ z
_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4:
396.83 W
'5.32
N -3~ 46 + 50.0 395.32 390
N a z o
N G
O
o
~ 4~~ 4/0 ° o 1 U W
~ N ' ~ Z
~O o ~ ' ~ ?v
0 ~ Y 5 0.040 M M 0.040 s, 400 DES/GNED BYe
400 _ _ 4:1 50', - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ssa-za- - - - -
- - - - - - - - - - - - - - - - - - - DRAWN BYe CHECKED BYe
3~ A ~ + 00.00 396.35 '6.35 DATEe 9-9-2008
s}
0 0 5 10 390 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-12 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
4/0 4~0 FAX: [phone] ©2007
400 400
?.5~, 4:1 0.020 0.020 ?•SI:I S~.~
_ _ - - - - - - - - - 7
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
394.01 ssa.ts - -
390 390 SEAL
51 + 50.00 PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
400 4'00
? a.~ o.ozo 0.020 ? S~'~- S?~~
394.91 - -
390
390 393.82
51 + 00.00
SEAL
400 400
0.020 0.020
S 395.11 - - - - - -
- -
390 393.63
3~90 z 0
50 + 50.00
o~+c
I o
d z
400 400
~C~ 0.020 0.020 2s ~I oa "p,~ .3''~_ - - - 395.49 zZ
~SO'~-_-_-__ -
o 3~ 393.36 - - - - - - - - - - - - - - - W o
390 a z ~
N 50 + 00.00 W ¢ W
~ O a
Z o
a

a OG
400 400 ~ z
0.020 0.020 2. ? ~z
S '$~:j - •SO•~ ~
Y 394.19 - - _ - _ .
~ 3y~ 393.00 49 + 50.~~ 390 ~ o
a
Z
w
s
°o
N az o
N G
O
0 g~
~ 400 400 ° 1 U W
$ 0.020 oA20
i ~ ?S~7 ?v Sp.~
° -3'~ - i ~ ~ 394.16 - .
Y - - - - - - - - - - _ DES/GNED BYe
390 392.04 - - - - - - - - - - - - - - - - - - - - - - - 390 DRAWN BYe
CHECKED BYe
49 + 00.00
DATEe 9-9-2008
380
0 0 5 10 380 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-1 3 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
400 400
2S _ 0.020 0.020
390 ~ - 5~~7 - - - - - - - - - - - - - - - - - - - - - - - - - 390.87 - - - - - - - 390 SEAL
390.36 380 54 + 50.00 - - - - - - - - - PLANS PREPARED BY:
- _
GIBSOI~I
380 ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
400 4'00
- - - - - 2'S: 4:1 0.020 0.020
_a~_ SD' ~ 390
390
391.44 sas-sa---------~ ?5~.~
- - - - -
380 54 + 00.00 ~8O SEAL
400 400
0.020 0.020
?SO'7_ 4'1 ?50:7
- - - - - - - - - - - - - - -
390 392.48 392.05 _ 390
- - - - - - - _ _ z - - - - - - - - - - - - - - - o - - -
-
S3 + 50.00 o~+c
I o
d z
400 400
a z~
?'saa-4:~_ 0.020 0.020 ?SO., ~Q
a -
~ 394.10 - - 390 a as
0 39p 393.24 W a
N 53 + 00.00
~ O a
Z o
a

a OG
400 400 ~ z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ?'$O•t _~L'•~_ _ 0.020 0.020 X50:7 ~z
- - - - - - - 3 395.48 - - - - - -
3y~ 393.77 - - 390 ~ o
a 52 + 50.00
Z
W
'g 4io 4/0
N a z o
N G
O
0 g~
~ 400 400 ° 1 U W
8 - - _ _ _ _ ? 0.020 oA2o Z
i p - 395.05 ?v
3~ 394.00 - - - - - - - - - - - - - - _ DES/GNED BYe
390 DRAWN BYe
52 + 00.00 CHECKED BYe
DATEe 9-9-2008
o
0 5 10 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-14 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
400 FAX: [phone] ©2007
390
390
0.020 0.020
380 -----------------?SO.r- --------------sao.as 380 SEAL
- - - - - - ` - - - - ~ PLANS PREPARED BY:
3'8'25 57 + 50.00
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
390 390
I 0.020 0.020
- - - - - - - - - -
g:1 - - - - - 383.03 - . SO ,
_ 380
I 380
380.75
S7 + 00.00
SEAL
390 0.020 0.020 390
_ _ - - - _ _ _ _ _ - - - - - - - ?'~0-~* - - - - - - - - - - - - sea.-~i - - - - - - - - - - - - - - - -
I 380 383.25
- - 380 _ _ - - z _ _ _ _
S6 + 50.00 o~
0
d z
390 0.020 0.020
390
? 3:~ ?.S~.I a z~
~Q
I o, 385.26 -'--sea.~s---------- ~ - - - - - - ~ ~
- - - - - W o 380 Z a
I o 380 _ _ a
0
56 + 00.00 _ ~ o a
z
a

a o.ozo 0.020 o~
390 1. 4:1 390 ~ z
o Spa-_ ?.S~~I
~ z - ~ W
387.26 ses.s~--------- 3 - - _ _
- - - - - - _ I
~ 380 - - ~ 380
' ~ - - - - - - - - - - - - - - - - - - ; O
55 + 50.00 ~ Z
W
o
N Q Z O
N G
I O
0 3~ ----------?s~,~ n:~ 0.020 0.020 2•so•I o
390 W
389.63 ~ z
$ 389.27 0 - ,
Y
380 55 + 00.00 3UV DES/GNED BYe - - - - - - DRAWN BYe
CHECKED BYe
DATEe 9-9-2008
.moo
0 0 5 10 3T0 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-1 5 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
390
390
0.040 0.040
380 ~ 5~ 2SO'~ - - 380 - - - SEAL
''0:~ - - - - - ~ - - - - PLANS PREPARED BY:
- - - - - - - - - - _ - - - - - - _ - - 376.15. - .
60 + 50.00 370 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
390 390
0.040 0.040
0~ -
380 ~ 5 ?'S~: I 380
'0 - - I - - _ -
- ~ - - _ - - _ - - - \ ~ - - - - - - - .375.84 - - i .
370 SEAL
.moo fi0 + 00.00
390 390
0.034 0.034 2 50.E -
380 ?'SO:I
p.~ - _ _ _ 380 z
.~-ro 59 +37~.OOJ 370
0
0 z
390 390
a z~
0.014 0.020 ~Q
a 5~.1
'0•I 380 a a
o 380 2 ~'so•7
0 N Z
. - . o~ - - - - - - - - - - _ - - ~ - - - - - - 37624 - - - - - - - - - - - - - - - - - - ~ a o - ~ - / - - - - - - - - - - - - - ~ ~ O
i
~ ~
i zee nn 59 + 0~.0~ Q
i
o''
i
°o o~
390 390 ~ z
0.007 0.020 ~z
~I 3 ,Z Fjo', 2
4 380 S ' 380 =
O O
~I ~ - - _ 2'5..~ - _ _ _ 377.87. - - - - - oV - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ Z
i
s 375.42 58 + 50.~~
g 370 370
N Q Z O
N G
O
o
~ 390 390 W
8 ~ 0.020 0.020 z
_ ' - 25p:1
2~s~~ I
380 '0•~ 38V DES/GNED BYe DRAWN BYe
--------------------?'~0~- s~s.ss
- - - ~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - CHECKED BYe -
DATEe 9-9-2008
R~ 58 + 00.00
.moo
0 0 5 10 370 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-1 6 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
390
390
;Y - - - - - - - - - - - - - - - ~ SEAL
380 - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - sez-za- - - - - - - - - - - - - 50t - - Sp.~ q:1 0.040 0.040 ti• 380
4:1 - PLANS PREPARED BY:
376.43 374.95
~0 63 + 50.00 370 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
390 390
k - .3SO - - - - - - -2,S-,O ~ -Ali . - ~ 0~~381.55 0.040 4:1 Q.~-- 380

376.12
37~ 377.60 63 + ~0.~0 370 SEAL
390 390
380 ?.s: A•~ 0.040 _ 0. 44.------- 5 380 z
- _ 4:1 2 0~ 0
378.69 o~+c
62 + 50.00 3».2,
3ro 370
I o
0 z
390 390
a z~
~Q
- - - - - - - - - - - - - - - - - - W o
~ 380 2 5~'~ 0.040 0.040 4: L q,,5~', - - - - 380 Za a
' N _ - - - 379.69 _ W ¢ ~
62+00.00 38.,5 ~ O a
Z o
3ro 370
a
a~
a
390 390 ~ Z
0
~Z
a 25p•1 0.040 0.040 4:1 p:~ 380
~ - - - 380 W o
°o _ _ - - - - - - - - ~'S - - - - - Z
' 376.81 378.93
61+50.00
o .moo 370
N az o
N G
O
o
~ 390 390 W
8 z
° 0.040 0.040
DES/GNED BYe
Y 380 2•`'~', ~'SO: I _ - - 380 DBAwNBYe
CHECKED BYe
' - - - 376.84 DATEe 9-9-2008
.~0 !il + 00.00
0 0 5 10 370 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-17 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
380
380
0.020 0.020
370 2 y0', ? 370 SEAL
S~~ 1 '0.1 PLANS PREPARED BY:
- - - - - - - - - -
- --r--------------- 360 GIBSOI~I
360 ssz.ea ENGINEERS, PC
66 + 50.00 PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
380 380
0.020 0.020
370 ? 3'1 ? s~:l 370
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -s(~~- - - - - - - -388.72 - - - - - - - - - - - - - 36'.00 66 + 00.00
SEAL
380 380
----0.Di2_ _ 0.020
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - fs0,- -3•,- - - - 3•, ~y0,~ _
370 25~~
370 z o
65 + 50.00
o~+c
I o
d z
380 380
c - rs~•I q:1 0.009s~a.sa0.020---------2ya.1-- ~.1 - _ _
4:~ a
O W o
0 37~ 372.37 6J + ~~.00 ~~i ~o 370 a z ~
N W ¢ W
~ O a
i Z o
i Q
i
o''
i
°o OG
380 380 ~ z
0-~---____ o ~ - _ ~ -
_ _ - - ? S~ ~ a:~ o.oso 379.86 O.o3o - ypy - - W
~ 4:1 ~ z
3
~0 373.89 64 + 50.0 372.75 370
O
~ Z
W
0
N Q Z O
N G
O
~ _ - - _ - . 3 o
.18~ _ - _ - - - - - - . ? 381.39 g Sp. q:1 0.040 0.040 5~'~ - 380 o '0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J z
4:1 'y.
~0 375.26 DES/GNED BYe
370 DRAWN BYe
64 + 373.78 CHECKED BYe
DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-1 8 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
390 FAX: [phone] ©2007
380
380
i~~,.---------------------------------
- - 370 - - - - - - - - - - - - - - -
370 SEAL
369.78 69 + 50.~~ 369.78 PLANS PREPARED BY:
360 360 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
380 380
- - - - - - ?SOH - 0.020 _ _ 0.020_ - - - 4r1 ,15~~~ - - - 370 370
369.30 69 + 00.~~ 369.30
360 360 SEAL
380 380
0.020 0.020
.pro 370
a-5o ---a:~ 303,---- - ~a.-~--2y-~:~ - - - - - - - - - - - - 367.00 6~ + 5~.~~ 367.40 2~

40 o~
0
~O 2 50., 0.020 0.020 3., d z
370
yp:~ z z ~ ~ J
_ _ Z5p:1 - - - - - - - - - - - - - - _ _ 367.14
60+0~.~~ 365.50 365.50
c ~ a
o 360 360 z ~ Q a
0 N W ¢ W
~ O a
i Z o
Q 380 380
a~
o a 0.020 0.020
370 ~ z
0•~ ~ z
W
4 - - _Z~~ _ - - 363.48 360 360 W o
67 + 50.00 Z
W
o
N az o
N G
0 0.020 0.020
g~
3 370 ~ 370 1 U
8 2 5~ ?•sp; ~ ~0•~ ~ z
a
Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DES/GNED BYe
.36~ _ - _ - _ ` , , - - - - - - - .361.37. - . 360 DRAWN BYe
. ~ ~ / CHECKED BYe
67+00.00
DATEe 9-9-2008
350
0 0 5 10 350 PBO~ECr#: 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-1 9 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
390 FAX: [phone] ©2007
380 1 - .:380
it
- - - - - - - - _ _ ~1
~0 374.53 374.21
72 + 50.00 370 SEAL
PLANS PREPARED BY:
390 390 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
380 380
?Se.r-na-----o.o~a--~o~o------4:i -2~o--~- - 370 373.45 373.45
370
72 + 00.00
SEAL
380 380
~0.~- 4_r---
370 z
-~0 372.70 + 50.00 372.70 0
o~+c
I o
d z
380 380
0.020 -,Z, ~ - - - - - - - -
-,~•y--- ---929_ 4:1 5~_ \1
W o
o 371.94 371.94 370 a z ~
W ¢ W
N 71 + 00.00 ~ O a
Z o
a

a OG
~ 380 380 ~ z
0 o
- - - - - - 1 W - - - - - - - - - - -
0.020 __0.020-t--- Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •Sp~ -4-~1 - 4•i ` J - - - - - - - - - - - ~ - - -
370 370
a 371.18 371.18 O
~ Z
70 + 50.00 W
o
N Q Z O
N G
O
o
~ 38~ 380 W U
- - - - - - - - - - - - - - ~ - - - - - - - 1
~ ~.0~0 _ ~•~Q -T - - - - - - - ~ - - - - -
DES/GNED BYe
37O -------------------------------D't---- 370 DRAWN BYe
370.43 ~O + 00.00 370.43 CHECKED BYe
DATEe 9-9-2008
360
0 0 5 10 360 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 O 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
390 FAX: [phone] ©2007
0.030 0.030
380 2 ? sp,l
_ _ _ _ _ _ _ - - - - - - - - 380
. - ~ - - - 373.35. - .
370 SEAL
75 + 50.00 PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
380 , 0.030 0.030 2.50;1 - - 380
- ~ - -
250
I~ ~ _ _ _ _ - - 375.47
370
75 + 00.00
SEAL
380 ~5p;1 0.030 0.030 4:1 - - - - - - 380
. - - - - - - - - 377.12 - - 377.10
.~-ro 74+50.00 370 z
0
o~+c
I o
d
380 25~'~ 0.030 0.030 _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z _ 380
_ _ _ _ ---~.j 2yB:1- _ _ - - - - - - - 378.16 z /z/~~~
J Y~
\t
a 376.34 W o
o ~o 74+00.00 370 a z ~
0 N W ¢ W
~ O a
i Z o
390 390
a
a~
a
380 5~~~ 0.030 0.030_ 380 ~z
0 2'___ ----~~-Zy~;T- - 3 - - - - - - - -
~z
- - - - - - - - - - -
~ .moo - - - - - 73 + 50.00 3'5.5$ 370 =
a O
~ Z
W
g 390 390
N a z o
N G
O
0 - - - - - - c
~ 380 p:1 ~ 0.017 0.020 T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 380 o W
1 V Z
?v
DES/GNED BYe
Y 73 + 00.~~ 374.97 370 DRAWN BYe
CHECKED BYe
DATEe 9-9-2008
° -L - 0 5 10 PROJECT#. 012622001
N
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-21 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
400 400
390 390 SEAL
0.030 0.030 PLANS PREPARED BY:
4:1 _ 4:1
?~Sp-~--- saa.~a ---~~j0'-~ 380 382.00 382.31 l - - - - - - - - - - - - -
380 G I BSO1~I ENGINEERS, PC
78 + 50.00
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
390 390
0.030 0.030
3 4' 1 ~ - -
_ - - - - ~f~~. - - - - 382.80 - - _ - ~ ~Q ~ ~j0'1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEAL
380 - - - - - - - - - - - - - - - - - - 380
asn ~O + 00.00 380.71 l.71
390 390
0.030 0.030
3'~ 4:1 1
380 ~J.•r- ---~5fl'. - - . 380 z
- - - - - - - - - - - - - - - - - - - 381.39
~~Q °
~d 77 + 50.00
0
0.030 0.030
0 z
380 3:1 4:1
~•~O;T -----------sao.os ---~5 spa nn 77 + 00.0 ~n 380 ~ - z /z/~~~
J Y~
o, \t
O W o
o 370 a z ~
0 N W ¢ W
~ O a
i Z o
390 390
a
0.030 0.030 i
o -
380 3'~ ?•SO.~ 380 ~ z
o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -?.3~,~ - - - - - - - - - - ~ - 377.57 - - - .
~z
3 376.10 - 1. - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ W
W_
~ .~-ro 76 + 50.00 370
a O
~ Z
W
g 390 390
N a z o
N G
~ 0.030 0.030
o
380 ~ ? 50;7 380 .°~o
8 2 3. - - - - - - - - - - - - J Z U
0 - B;l- - - - - - - - - - - - - - - - - - - - I ~ .1
I Y 374.20 - 373.82 DES/GNED BYe
370 DRAWN BYe
370 76 + 00.00 CHECKED BYe
DATEe 9-9-2008
o
0 5 10 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
400 400 FAX: [phone] ©2007
4:1 _ 0.030- - - - - 390 - - - ,4,~ ~ ---q:1 ~g0?~- 390
388.83 387.69
81 + 50.00
380 380 SEAL
PLANS PREPARED BY:
400 400 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
2. a•~ 0.030 _ U.D3~ - - - - - 4:1 - 'ES~~~ - -
390 390
388.07 386.93
380 8~ + 00. ~0 380
400 4`00 SEAL
390 ?.S . 4:_ 390
- - - - - - - - - - ~-F - 1 _ 0.030 _ J(1J(1.030 - - - - - 4:1 - Z,y~'~- - -
- - - ~ _ 387.32 386.18
380 80 + 50.00
380 z 0
o~+c
400 400 W
O
O Z
3~ 0.030_ 390 1------------------------------------ ZZ/~~
?50:3-- - - - J Y~
c - - - - - - - - - - - - - - - - - - - - 385.99 385.42 \t
0 ~
0 Sao 80 + 00.00 380 z ~ Q a
0 N W ¢ W
~ O a
i Z o
400 400
a
a~
a
0 390 4:1 0.030 _ 0.030------~4-~-2~~, ~ •~p-~-- 390 ~ Z
~Z

~ 380 384.66 79+50.0 384.66 380 W o
a
Z
W
z
g 400 400
N az o
N G
O
0 o
3 390 a 390 W
$ 0.030 0.030 ~ z
o
i - - - - - - - - - 2~pc~ - - - sas.~s
DES/GNED BYe
Y 380 383.33 380 DBAwN BYe
79 + ~0.~~ 383.91 CHECKED BYe
DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 3 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
4/0 4~0 FAX: [phone] ©2007
400 400
l - - - - - - - - - - - - - - - - -
1 0.034--x.030.-------- 4:1 'E~ ~
390 329.24 390 SEAL
+ 50.~~ 392.23 PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
400 4'00
- - - - - - - 1 _ 0.030, - -0..030 - - - - - - - - ~ - ~ ~
390 392.05 391.47 390
84 + 00.00
SEAL
400 400
390
391.86 390.72 390 z 0
83 + 50.00 o~+c
I o
d z
400 400
a z
J 1 _ ~ _ _ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ ~
0~3e - - - - ~ - - ~ -r - - - .T - - - - - ssa.ss x.930 - - - - - 4:) \1
~ - - - - - - - - - - - - - - - - - - - - .Sp.~ 4 0 ~
~ 390 390 z ° Q a
°o~~ 391.10 + 00.00 389.96 W ¢ W
~ O a
i Z o
Q 380 380
a~
a
400 400 ~ z
0
~z
;L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~
3 - - - - - - - - - - - - - - - - - - - '547- 4:1 _ _ 0.030. - - ~.Q34 - - - - - q:1 1 - - -
390 390 ~ o
o
~ 390.34 389.20 Z
82 + 50.00
'g seo 380
N a z o
N G
O
0 g~
~ 400 400 ° 1 U W
8 Z
?v
2, 1 0.030 _ _x.030.---------50'x-
DES/GNED BYe
390 ----------------------s~~~-a`- a:i 2. 390 DRAWN BYe
CHECKED BYe
389.59 388.45
DATEe 9-9-2008
~2 + ~0.~~
380
0 0 5 10 380 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 X-24 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
4/0 4/0 FAX: [phone] ©2007
0.030 0.030 400 3~~ 400
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ?•50.~
~s0~~ 395.91
394.75
390 87 + 5~.~0 390 SEAL
PLANS PREPARED BY:
4/0 4~0 G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
400 0.030 0.030 4'00
- - - - - - - - - - - - - - - - - - - - - - - - - - ?.S~.l
2~------ 3:1 Q~ _ - - 395.18- _ - 390 393.16 ~7 + 0~.~~
a
390
4/0 4/O SEAL
400 3;1 0.030 0.030 4`00
?'S09
395.04
390 86 + 50.00
390 z 0
o~+c
4/0 4~0 W
O
O Z
400
4~ 0.030 0.030 - - - - - - - - - - - - - - - - - - - - - - - - - 3•,
oa - -.?$Q•~ 394.88 2y 4:1 0;1
o 3y~ 392.79 o L + 00.00 394.50 390 z ° Q a
o vv N W ¢ W
~ O a
i Z o
Q 4/0 4/0
a~
a
400 400 ~ z
o - - - 3 3.~ 0.030 0.030 ~ ~ 1 0
- -4~ 3 ~ ~ T - - - - - - - - - 395.67 - - - - - - - - - - ~ - - ~ z
~ 390 392.61 85 + 50.0 393J4 390 W o
a
Z
w
s
'g 4/0 4/0
N a z o
N G
O
0 g~
~ 400 400 ° 1 U
$ ~ 3:1 0.030 0.030 c?Q'~- - - - i - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - -
o sp.~ - -4,'j-'r. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 .I
Y DES/GNED BYe
390 392.42 392.99 390 DRAWN BYe
85 + 00.00 CHECKED BYe
DATEe 9-9-2008
380
0 0 5 10 380 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 5 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
420 4~0 FAX: [phone] ©2007
4/0 4/0
- - - - - - - - - - - - - - - --f-----------------------
- - - - - ?"SOH - - - - -x.029- aos.a3 U.620 4:1 2 y0:1
4'.00 SEAL
400 401.35 401.35
PLANS PREPARED BY:
90 + 50.00
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
4/0 4/0
- - - - - -
~--4.'1------0~15~4 -~.02~ 4:1 y5~~'~
- - - - - - - - - - - - - - -
400 400
400.77 no + 00.00 400.67
7
390 390 SEAL
4/0 4/0
?S 4•~ 0.006 _ 0.020 y____~, y0~~ ~ - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -mil- = - - - T J 400 - -
400 z 0
400.46 399.94
o~+c
89 + 50.00
390 390
0
0 z
4/0 4/0
a z
a
o, ~ 4:1 0.027 0.027
W o
2~0• 4: p:1 0 4~ - - - - - - - - - ~ - - - - - - - - - 400.-~4 - ~'y- - - - - - 400 Za a
N 399.50 on + 00.00 399.09 W ¢ W
~ O a
07 Z o
390 390
a
a~
a
4/0 4/0 ~ z
0
~z
3 a:~ o.oso o.oso
`100 ~ j 4:1 0•. ~ - - - - - - - - - _ - 399.80. ~ 5 - - 400 =
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; O - ~ Z
~ 397.92 398.28
? 88 + 50.00
g 390 390
N a z o
N G
O
o
~ 4~~ 4/0 ° o 1 U W
Z
?v
Y 4~ 3.~ 0.030 0.030 2 DES/GNED BYe
~ ssa.so 400 DRAWN BYe
SO• 396.33 - - - - - - - - - - - - - - - - - - CHECKED BYe
- - DATEe9-9-2008
3so 88 + 00.00
0 0 5 10 390 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 6 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
420 4~0 FAX: [phone] ©2007
4/0 ~ - - _ 4/0
2 5p•. - 9.020- aos.ia ~.~20 - - - - - 4:1 2 y0:1
400 9 3+ 5 0. ~ ~ 404.73 400 SEAL
PLANS PREPARED BY:
420 4zo G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
4/0 _--------1-----~- - - - - - - - - - - - - - - - - - 4/0 ~p•.
2 50 _ _ _ S.(~20" noa.zz 0.020 4. 2 5~
400 n~ + 00.00 404.20 400
7
420 420 SEAL
4/0 4/0
h- - p1
- - - - - - - - - - - - - - ~ ? 5 _ _ - - - - ~6.d2~ aoa.~s 6.00 4. Z.
400 403.65
400 z 0
92 + 50.00
o~+c
I o
d z
4/0 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4/0
- -yam>- -
2~59:~ 4'~ _0.02-0 aoi.~e-O:b20 4:) 2. J Y~
o, - - - - - - - - - - - - - - - - - - - - - \t F
O
0 400 403.10 n~ + 00.00 403.70 400 a a
N 7 W ¢ W
~ O a
i Z o
i Q
i
o''
i
°o OG
4/0 4/0 ~z - _ _ ~ _ - o
0 _ _ _ _ _ _ - _ _ _ _ -
~ z 1 W
3 -SQ.~ 9~-~- 4:1
a 400
a 4~ 402.55 402.55 O
91 + 50.00 ~ Z
W
o
N Q Z O
N G
O
o
~ 4~~ 4/0 o 1 V
- - - - - - - ,a,~--
- - - - ?•S . 4. - - - 0.020 aozz~ 0.020 4: ~ y 5
~ - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - Q.7- 1
Y DES/GNED BYe
400 401.97 n~ + 00.00 401.97 400 DRAWN BYe
CHECKED BYe
7
DATEe 9-9-2008
390
0 0 5 10 390 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 1i0 120 130
~~~~.I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
420 4Z0
4/0 - - - - - - - - - - - - - ~ ~ _ - 4/0 SEAL
PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
PO BOX 700 FIJQIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
aio o.oio o.oio ~ ~I 410.01 - - - - r 4/0
400 96 + 00.00 400
420 420 SEAL
4/0 - - - - 0.011 - - - ? 5~-, - - 4/0
400 95 + 50.00
400 z 0
o~+c
420 420 W
0
0
- - - - - - - - - - - - - - z
4/0
a z
a
a
0 4~ 95 + 00.00 400 a a
0 N W ¢ W
~ O a
i Z o
Q 420 420
a~
a
4/0 - - - - - - - - - - - - ?S~~ - - - 9.Q30- ato-a5 0.020 - - - - - -4:) 2ye'~ -
o - - - - - - W
~ 400 94 + 50.0 405.79 400
a O
~ Z
W
0 420 420
N az o
N G
O
4io 250` _ _ _ _ ~e.~zo- 4,0-~-020 4. ti:5°~ 1 U W
Z
o ?v
4~ ~ A + 00.00 405.26 DES/GNED BYe
~F 400 DRAWN BYe
CHECKED BYe
DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -
~ 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 40 50 60 70 80 90 100 110 120 130

PLANS PREPARED BY:
~~~~,I~~zv~.~ ~~~~s Kimley-Horn
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
395 395 SEAL
390 39O PLANS PREPARED BY:
q;~ 0.020 0.020 q.~
--3arso----- - - -
385 S,l _ GIBSOI~I ~o 385 ENGINEERS, PC
380 384.11 3 3 8 3° 1 1 380... PO BOX 700 FIJOIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX. [phone]
375 375
V + 00.00
405 405
400 ::400
395 395 SEAL
390 390
385 ~~~---err---,,, .385
380 380
375
37.5 z 0
o~+c
16 + 50.00
I o
d z
400 400
395 /a J Y~ ........395 ~ ~ Q
0 o ~a
N 390 .,390 z ° Q a
W ¢ W
385 ~ °
385 387.59 380
- - - - - - - - - - - - ~ ~ o ~ ~
380...
a
375 ...375 a
a
16 + 20.00 ~z
o
~z
3
4
O O
1 ~ Z
W 400 .....400........
z
.,.395
g 395
N h Z 1? O
N 390 ......390...... ~ W
0 W ~
385
3 385 _____-----sarss----------- _
0 380 380
Y DES/GNED BYe
375 .,375 DBAwN BYe
CHECKED BYe
16 + 00.00 DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -Y3 -
~ 140 130 120 110 100 90 80 70 60 50 40 30 20 10 Q 10 20 30 9 30 40 50 60 70 80 90 100 110 120

PLANS PREPARED BY:
~~~~,I~~zv~.~ ~~~~s Kimley-Horn
Dd NOT USE FOR CONSTRUCTION O~ ~n~ ASSOCI~LeS~ InC
405 PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
400 400 FAX: [phone] ©2007
5°98°1 395
395 5.20: 0.010 0.000
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - ~.sar~- - - - - _ _ _ _ - - - - 390
390.
385 ::385
19 + 50.00 SEAL
PLANS PREPARED BY:
G I BSO1~I ENGINEERS, PC
400 PO BOX 700 _.400 FIJOIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX. [phone]
395 395
4:~ 0.020 0.020 4:l 40/ - - ~ - - - - - ~ - - - - - - ~ -
390 2. --39T.4f---- - 390,769 390, 385 ~ - - ~ 9 390
390°769
.385
380 380
19 + 00.00
SEAL
400 400
395 395
4:\ 0.020 0.020 4: 390 _ --39ms--- 2,So q°l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -39' - - - -
- ( ~ 0 o
385 388.844 388. 380 388084q ::385:::.
.,.380
0
18+50.00
d z
400 /a J Y~ .....400 ~ Q
o ~a
N 395 .,.395 z ~ Q a
W ¢ ~
~ q;~ 0.020 0.020 4:/ ~ O
350--------------------- = --389B2---- - - - - - - - - - - - - - - - - ~5,~ 2 qol - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 390 z a o~----
0
Q 385 387.331 387,33 2 387°331 385....
380 ........380...... a
a
18 + 00.00 ~z
o
~z
3
4
O O
1 ~ Z
W 400 .....400........
z
.,.395
g 395
N h Z 1? O
N 390 0.020 0.020
- - - - - - - - - - - - - - - - - - - - - - - - - - - 38872 ao / 390...... ~
Z~o~----------------------------------385 o
~ 385 2,Se~ - - - - - Zoo g 386.195 386.196
386°196 W
0 380 ........380
Y DES/GNED BYe
375 .,375 DBAwN BYe
V + 50.00 CHECKED BYe
DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -Y3 - X.
~ 140 130 120 110 100 90 80 70 60 50 40 30 20 10 Q 10 20 30 30 30 40 50 60 70 80 90 100 110 120

PLANS PREPARED BY:
4/0 4/0 _
~~~~,I~~zv~.~ ~~~~s Kimley-Horn}
Dd NOT USE FOR CONSTRUCTION 05 ~n~ ASSOCI~LeS~ InC
405 PO BOX 33068
RALEIGH, NC 27636-3068 - - - PHONEe [phone] 4e FAX: [phone]
400 _ _ q:\ 0.020 0.020 _ _q~ _ -aora~- 2°SO/ - - - - - 2~ o~ 400 ©2007
° 3980852 395
395 398,852 398.862
390 .:390.
22 +50.00
SEAL
405 ___.405 PLANS PREPARED BY:
4~ q;\ 0.020 0.020 _ q~/- -
- - - - - - - - - - - - - - - - - - - - - ~oz8 - - - - - - 400 GIBSOI~I
n{ - - - - - - - - - ENGINEERS, PC
395 397,739 397.7 G °~_o FIJOIJAY-VARINA, NC 27526 3970743 395 PO BOX 700
PHONEe [phone] _ FAX. [phone]
390 390
22 + 00.00
405 405
400 4:\ 0.020 0.020 _ 4;l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 400 SEAL
- - 394A5- - - - - __46~/~_-
395 ?°Se/ - - _ 2 395
396.450 396. 390 3960450
.:390.
21 + 50.00
z 0
o~+c
405 .,405 W
0
400 400
q;~ 0.020 0.020 _ q;~_
- - ~o/- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z
395-----------------------------------------250__ - --~9 - _ - 2 05 395
39,095 395, 390 3950095 J
........390 ~ ~ Q
o ~a
N 385 ..385 z ~ Q a
21 + 00.00 W ¢ W
~ O a
Z o
405 405
a
400 .....400 a
a q42~~ 0.010_- --0_000 _ _q~c~} 395 - - -
- - - - - - - - - - - - - - - - - - - - - - c - - 2S- - --q~9/------------------------------------ ~ 2 395 c 0
3940249
~ 390 393,952 3 3 390.
~ 385 385 W o
20+50.00 Z
w
s
g 405
.,405
N h Z 1? O
N 400 .....40'0 ~ W
0 W ~
39~`--------------------------------------------------------~~-----__,, 0 390 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -395
W
........390
Y DES/GNED BYe
385 .,.385.,,.. DBAwN BYe
CHECKED BYe
20 + 00.00
DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -Y3 -
~ 140 130 120 110 100 90 80 70 60 50 40 30 20 10 Q 10 20 30 X- 1 3 30 40 50 60 70 80 90 100 110 120

PLANS PREPARED BY:
~~~~,I~~zv~.~ ~~~~s Kimley-Horn
Dd NOT USE FOR CONSTRUCTION and ASSOCIateS, I nC
PO BOX 33068
RALEIGH, NC 27636-3068 PHONEe [phone]
FAX: [phone] ©2007
SEAL
420 42'0 PLANS PREPARED BY:
4/5 4/5 G I BSO1~I ENGINEERS, PC
4/0 PO BOX 700 ~/0 FIJOIJAY-VARINA, NC 27526
PHONEe [phone] _ FAX, [phone]
405 405
------------------tU3.W-------------
400 _ _ _
X00
395 .395
390 ::390..
24 + 00.00
SEAL
420 420
4/5 4/5
4/0 4/0
405 405 z
_ _ _
400 aoa.zs------------- 400
395 .,.395
0
390 390
0 z
23 +65.00
a
z a
a ~
c ~ a
N 4/5 4/5 a z
W
4/0 ~ O a 4/0
z
405 405
I, a 4:~ 0.016 0.020 4:
~ 4~ 2 SO/ ' - - - - 2 ~e~ ~ - L - - - ~o~ ....400 a
a 400.581 400.536 0 .0536 ~
~ 395 .,.395 ~ z
0
~z
~ 390 390...
a 23 +50.00
a O
~ Z
w 4/5 4/5
s
'g 4/0
4/0
N h z 1? O
N 405 ......405 ~ W
o - - - - - - - - - _ 4:~ 0.020 0.020_ _ _ 4,/ - - - - - - - - - - - - ~ ~ W H
4~2 _ H H
400 2 So/ 2 5 ~o~o\ 400
X90792 J ,
395 399,776 399,792 o ........395
Y DES/GNED BYe
390 .,390.,. DRAWN BYe
CHECKED BYe
23 + 00.00
DATEe 9-9-2008
0 0 5 10 PROJECT#. 012622001
N -Y3 -
~ 140 130 120 110 100 90 80 70 60 50 40 30 20 10 Q 10 20 30 3 30 40 50 60 70 80 90 100 110 120