20040766 Ver 4_More Info Received_20100715

I
.280 280 p .280.
p N ip O p a0 O p ~ ~ O M d' e} M CF1 N
ON ~~ppV p0 ~N ON ACA p(0 p~ ply Ne} p~ ~pD pN O`ff' OD OD 1nQ Oa? Nd pd p0 pr pD Od' NQ O~ MM~N Opp Nip pe} f~M OM NM ~M r~ Otlj N(~ U?p Ofp ~p+l Opp NN der ter OD N,.. ppV ~`pV OM Md
+N +N+N +P- +o- +a- +N +N +M +M +d~ +st +d' +d' +N +tp +t0 275 275 __O, N..4____MQ H Q.~,~'._?._'- _fV-w._?' .N...._!' N....._'' N.__ N N,.__N cy....__.,N cV_ _ (V. nl~.__!!) ~l:a ~_`t.N.__-_r`?. N '~k. N N ~ N N~!4. ~!2 tV c0 ~-t0 (y~t0..~_tD cy~_[~ (V_.C H. 275
270 270.
270 ~
150.0 ~ VC
K = 4.19 265 265 - _e. 265
260 260
260
255 255 _ 255
,~i
250 250 ~ 250
NATURAL GROUND
100.00 vC t 20.00 VC K = d 2.66 K = .10.00 - _ ~ 245 2.3° 2' 12' PAVEMENT 20 4.5' .245
245 7 _ -
NATURAL GROUND .,,...1 4" PER fT 1" PER fT
° ° 240 o~ o or 240 ' 240 3.•y -
o~ °r o~; , d~~I a~ Or.
NN +.M- MN , 235 1 1/2" S 11.5 A SUPERPAVE ASPHALT MIX y!''~ 6"
00 O O,- Q> MN _ Q> O O O 235 235 .:_w_,_.___~___._. ° , . - - - O p ro O ~
000 ~ OM ~ W , Npj rnj ± N + ~ N N » j j ~ N + p 8" AGGREGl~iE BASE COURSE ON COMPACTED GRADE
230 a> .-N Qy as as as tON mN 230 230
f% W FQ-' J N W Q J Q> Fa- J (AW ~W ~W NW PRIVATE DRIVE Y~LT 58159 SECTION -A.1+
.SCALE: 1 "=5'
a>.~ as as » » 225 225 .~.__A_ ._~4 ~a. a-`_.._.._ o. a 225
- - _ I i
CENTERLINE 0 ~ 220 220
22o DF IVEWAY _ ~

~ ~ ~ 215 215 - - 215
O ~ _ U ~ 2' 12° PAVEMENT 2° 1.5°
~ W 210 210 NATURAL GROUND
210 Z ~ I~..._
E= O .._-1 4" PER fT PER FT
X" t~ ~ 205 ' - _ W-c ~ - _ - - - - - - - 205 205 _ 3ri
Q o 0 NOTE: > ° TH 60" R.C.P. SHALL BE
~ ~ ~ Q ~ 60 R.C.P. INVERTS OF E 200 1 1/2" S 9.5 A SUPERPAVE ASPHALT MIX .i1 1", 6"
+ ~ w ~ ~ i PLACED AT A MINIMUM. OF 12 BELOW 200 200 - a w o cn ~ THE STREAM BED ELEVATION -FOR AQUATIC 8" AGGREGATE BASE COURSE ON COMPACTED GRADE
z ~ a. 3
w ~ ~ LIFE PASSAGE. ~ U U w ~ 195 -195 195
PRIVATE DRIVE (LT 58 ! 59) SECTI®N -STAB +
SCALE: 1 "=5'
190 190 190
~ i85 185
185__ : ~ ----__-___-___<T____ 0+00 0+50 1+00 t+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+00
-1+00 -0+50

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ILDERS TOWNSHIP - JOHNSTON COUNTY, NORTH CAROLINA
Job: 10006 Date: 7/15/10 Revision:
File: DRIVEWAYPROF Drawn: CSB Sheet: 1 OF 1
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LETTER OF TRANSMITTAL
TO: 111. C . t). IA/. Q. ATTENTION: IAN MC AI.LAUJ
DATE: 1?I5 l0 REFERENCE: TMBII:JLL Y4 Z%f5D1VI610AJ We are sending You:...1eswroTam CndNTY I MCI
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5 10006 P90FILF- V1E.u/ of PROPoS" PRIVATE, DRIVEWAY
ke. L.or 36 / Lor 59 i mrw caoss- sE.c eas
1) STA. ! +- 50 A+JD STA. 3 + 00
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7!?-
Dalton Engineering ...........................
and Associates, P.A.
Jonathan W. Barnes
446 E. Main St.
RO. Box 426 [phone]
Clayton, NC 27520 Fax [phone]