20040766 Ver 3_More Info Received_20080930

280 280
0 _ O N p v, r ~ 00 O ~ ~ O ~ tq ~ ~ p ~ M d M ~ d' M T ~ ~O O0~ N d; Od~ MO O" ~Oi Od' NO
pN_ ~u7ptV pO ~N ,0~. ~Cn pt0 pN Off; N`t; On ~t0 pN Od OW ptn ~O Off? O¢j MMp~j Opp Ncp ~d nM orb Nr0 NM r d pUT Nr Np pp NN p0 NN mod. NN Md: ~r OQj N.,: ,Npj I~nj 0~ Ma +d• +d' +d +M +u7' +M
275 +N +N+N +N +N +M +M +d +d N N N N N N N N N N N N _ tV (V _M~ N d N d N ill fV ~ N _il1 fV ~ N M cfl _ c0 .N t~ .n 275
1 . 0' ~ 8.40 70.00' -0 50~ 80.00 ®+0.50 300.00' +12.50 1 50 270 132. 0' !1s +2.00 270
150A ' VC
265 - K = h 4.29 265
260
260
255 255
250 250
NATURAL GROUND
100.0 ' vc ~ 20.0 ' vc 245. K = 2.66 K = 0.00 245
0 0
240 ~ o° q m 240
o~? OM +N
NN MN MN o ~ _p ' O 235
235 0 0 0 _ a a > _ ° , ~iq o¢ ~iv1
.Opp Np pM ~ W W pN M UU N ~N ~F.- NN » » ~N
230- a> N a> as as as ~N t+ON t+ON 230
W a J ~ W a J ~W ~W ~w a~ c-' ~nw - ~iw
5 as a>.a a ~ >a,
225 _ a.. as da ~ 225 _
C NTERLINE 0
220.. D IVEWAY 220
'215 215
Q u~ ~
210
210 w , ~ - I -
~ ~ o
~ M N 205 U + 205
o ~ - NOTE, ' o „
~ ~ a 60" R.C.P. INVERTS OF THE 60 R.C.P. SHALL BE + a PLACED AT A MINIMUM OF 12" BELOW
200 o W _ u~i ~ ~ THE STREAM BED ELEVATION FOR AQUATIC 200
Q z a 3 IF PASSA L E GE
w ~ ..195 to U w ~ 195
..190 1190
185
185 _ -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+50 6+00 6+50 7+00 7+50 8.00
T 59
DRIVEWAY PROFILE ° ~ - o ~ t~ ~ v ~
FOR
TIMBERLAKE SUBDIVISION -PHASE 2A
JOHNSTON COUNTY, NORTH CAROLINA
~

F~ D
s
SEP' 3- 0 200
DENR • WATER QUALITY, WETLANDS AND STORMWATER BRANCH
Job: 06083 Date: 4/24/08 Revision:
File: 06079-PH3 Drawn: CSB Sheet: 1 of 1 DRNEWAYPROF
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