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RUT4 16' R �� x rk� Ic Ik k t I► k t IL t a
PO: 6 +55.0 k k Ik s4 r. k +� L ".
i t k k k k h* k* k k ti
15 k IL t I< k ik k k
k rr i0P0'S1:1� 1�I 'I' �► Tx ' k �, t rL � � s � k k I: � k k ..:� � � u � k; � IL tik � . � ' � '� � M. * � I� � � � � � k Is
k 1L k k k k 1L 1� k k iL k k
It ie !t ti k..... - k k f4 k k fc ti t 1� k
k ^irk• -� k k k K k k ir. k rs k k t k k u k k k 4' !r k k}
x I< k IL k k k IL L it ti Ic 16 k IL k k
� IR . IL
is x �
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r �� �k iLL , +%� t k kx 1 k t iw 1c k I< k
L' .... +y Y t - -- - -� I ^--- - - - - -- µ k !L � . k� .- � �._ J
— -- - - �.- I~= sue_ *~ t L'� - r �.
- - - -� -- T= w .;." ; L �- =�`, �,� k k k k r k 1ck k IL Ik k % k [c k Ir k k
"....... h f ''•' ".'�4t I� k w, k iL 1► k k M.
k k
k k ky ~k k r•k k !c k kk �k k ��Y� ,L II k k k k
ra ► k ry k !. ti 4y k k Irs k It k k k h k w k ,.. Ih k k k k k
t! Is I k k k k k k k ! k k I< k k lr :. k tk k k k k k k k k k Ik k
0
IL
" .... " ......" {. �k k k rk k IL k k is L k k !c k�k k k k r k} I k k k k
f k
.� k 1L k iC 1L V_ k k 1L t k It B k K IL k 1L
y k k k
.,... f k 1r. k .. k k * k IL #
"......... .,,r � k kIL iL k. k k -
' t k It 1L iL k k ii k k iL k k k,..... k k k k k k 1L r< t k s Id....i k k
F....... ,.... ".."
" k k k t k k k k k k IL t k k k k k k k k ...r .i.. 1L
IL # k It k I k k
k
k '4 k k k
k k k
It - IL !F -* "- '" -_ ^ x k k r< k x t IL �.. .
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k— kw - k- LL ` — IL
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— _
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AREA � � ti � Y IL. k Y{ k .......... k k � k � IL
r... -.. �.. � .,.,........ .mow ...'....��. .. �... . -`..mow .- -y.•.� s .: ,..� k k Ik
.. _ Ik k k k k k
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k k< E1iJ
v
IL k 11L L
- ......" -
k R :Y k 1<L o-
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,' r E y r {. ,'• +! [ 'i 4 r k t k k IC k k
+i IL 1€ h. AIL k k k
F -, �... k k k k k LL.
k
I
r � �..r
a
• a
9M0 NNW �*ATEEU
2 4*4
5 F- ' S S 7 . • -' 'f ' Y � :. 1 {` ' ' L , .` L r i .4 i•M1 4 •I . * " '•r 5 + t ... -... . ." E I4 -��.� t k � T
k k
{
`
a" E ,. t L I r ` ` i. k t ~ k k k k
I E t k k' t #< k k * k k t IL k
r 'r �' I k k k # _
CL
,a k t fF k k k k k k t # k
hL
L 1L IL kL
� iL k . k Ilt Ic rt iL iL iL L k iL k k ,'
x It li Ik Ik k k t t k
k M
-� k k x t It L Ir+ Irs IL Iw k !. t t k Iri k 14 s< k k
k k k >F k k *L k k k k k k k
. - — ..w ..... . I i Y IL
y .,. " -.. f,....,.,.
�� k k� t I~ � k k k k k k k k it k k k k k
IR..
x .�.� IL k k k 1, k u IL k t IL k
- � _ Ik 1L IL _... ",. _
{ l k IL k k k R k k k k
...
" .^ k Ir
� ..,. - f t �K1 �^ is IL k iL k, K k• k 1 iL k L k k is
PROPOSED 6" ABC
LEES
ACCESS ROAD
pp�•�p y +
PROPOSED FILL..
FOR STREAM CROSS=
PROPOSED STORM
PROPOSED 6' RCP
EXISTING CONTOUR
EASM0 STREAM BED
PROPOS£0 IVY RT SURIIriD
E)GSTING S BGRADE
6" 13ELOW E}ASTIHG GRADE
�gcflllf ufv:
0' ACCESS ROAD , PROPOSED 4'° ABC
I � ACCESS ROAD
PROPOSED 8* ABG
* :.�.::::.:�.I�.::��... ;.:.:= CIE= :::III. ' %�� :' fC:--i r:::i:
P#OPOSD 3B RCP ; L... , :..., ..: v
'' ���11{�7 ' # n..., .�,.i:4 .. P.
..:
7.
.::..:� .E k.. AMSS ROAD
L NG If7r ...i Y
L.:..
PROPOSED INVERT BURIED - E S�IrIG TI�EAlk+l BED
6" BELOW E STING GRADE
SECTION 8-""I3
KT.BY
w k IL k Tr k fi• k k k k >k I� k 1, k k b6 k k k k k t
k k t t k k is k
k k k k v k k it it k k k k 61L k Iti Ik k !L k k k k k 14 k k k k u k k REVIEW
IIT�V� SET
iL k u % k k k >L k k k k k k It k k k k k k * I VI T F
k k � # k k k L IL iL k k k Io I4 IL >t k k ti k 5L
k k t k k CONSTRUCTION
TION
k t t Ik k k i IL k IK 1k k
t k k >< 1c k k k iF k k � 1r tL k I< k 4ti � k k
k �, SL k k k k k k 4 t k k k k $ Ik Ik k k k
t k k k k k k k tF k k k
k k t x k iL i4 IL � iL k k . IL rw 6[ k iL * is rF k # !L k IL k k k
IL o k k k k k k 5c k k k k k k
k. r IL t
Dote
.JANUARY 2012
aa� e
V as 44Y
JDL
Chodod
PrOJt #�v,
22W-1x01
75i tic,
40 20 0 40 84 120
SCALE IN FEET W1. 5
1'= 40`
LEES
EXISTING T R DRAIN
PROPOSED STORM
DRAIN
EXISTING CONTOUR
,0
PROPOSED CONTOUR
EXISTING TREELINE
PROPOSED DRAINAGE
_
y i # i
#
1T WALE
.... , .. , .
EXISTING WETLAND
#• #' #• #• #' #''' #' *'*
LIMIT
PROPOSED BITUMINOUS
PAVEMENT
.�.•�...." �::....�
EXISTING GRAVEL READ
.. .. _
EXI TIN RSA/ROFA
PROPOSED RSA ROFA
EXISTING RUNWAY LIGHT
"
EXISTING TAXIWAY LIGHT
�E
UMITS OF DISTURBANCE
EXISTING REIL
PROPOSED TAXIWAY
EXISTING RUNWAY
LIGHT
THRESHOLD LIGHT
PROPOSED DROP INLET
w k IL k Tr k fi• k k k k >k I� k 1, k k b6 k k k k k t
k k t t k k is k
k k k k v k k it it k k k k 61L k Iti Ik k !L k k k k k 14 k k k k u k k REVIEW
IIT�V� SET
iL k u % k k k >L k k k k k k It k k k k k k * I VI T F
k k � # k k k L IL iL k k k Io I4 IL >t k k ti k 5L
k k t k k CONSTRUCTION
TION
k t t Ik k k i IL k IK 1k k
t k k >< 1c k k k iF k k � 1r tL k I< k 4ti � k k
k �, SL k k k k k k 4 t k k k k $ Ik Ik k k k
t k k k k k k k tF k k k
k k t x k iL i4 IL � iL k k . IL rw 6[ k iL * is rF k # !L k IL k k k
IL o k k k k k k 5c k k k k k k
k. r IL t
Dote
.JANUARY 2012
aa� e
V as 44Y
JDL
Chodod
PrOJt #�v,
22W-1x01
75i tic,
40 20 0 40 84 120
SCALE IN FEET W1. 5
1'= 40`

E)GSTING EDGE
OF PAVEMENT
DOSM0 LOW LYING
DITCH AREA TO B
RE—GRADED
E)GSTING BERM
TO BE ftG10
,ir... vx �n AN n MIT1GA110N AREA
SECTION A —A (E)OSRbX
KTA
E)OSTING
U5 —GRADE
E)GSTING EDP,
OF PAVEMENT
PROPOSED DRAMA E DITCH O£ TERUNE
Q9A0F0 YO E STING 48" RCP
EMBANKMENT FROM
BERM TO RE —GRADE
E S1nNG SIDE SLOPE
BERM REMOVEO
! i 1 'FTLAND MiliGATICN AREA
FS11NG
SUB —GRADE
SECTION A —A (PROPOSED)
KTAL
! �J
c�
x
Z
O
oiJ
d
Ix
Ltd
QC Q L
�i
Q
ILL
C-9
0 a
REVIEW SET
Nor FOR
CONSTRUCTION
aato
JAWARY 2412
Scdo lip C fi$
Drown
44�46� J"
profi t No,
2m—tto1
Seat Ho,
150 75 4 150 450
S4ALE 1N FEET W1 . 6
1'= 154'