20140762 Ver 5_C203758_R-2915B_PSH Elimination_182+70_10-12-20_20201016

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+44.31 -L-
171.49' LT
48" WW FENCE
+ 39.62 -L-
100.00' LT
EXISTING RW O
L E ROADWAY DITCH
W L 'B' RIP RAP
EST 540 T'NS
EST.1600 'Y GF
SEE DETAIL #30
REMOVE
PAVEMENT
+10.00 -Y9-
45.00' RT
DUSTIN N. STACY
AND WIFE
SHARON B. SfACY
DB 457 PG 1311
PB 7PG197
SPECIAL CUT DITCH
W/CL 'B' RIP RAP
25'51'S8' E SEE DETAIL #4
-------------
197,50'
GLENN MISINCO
DB 394, PG 119
+07.00 -Y9-
190.00' RT
JS
JS
PI Sto /75 +62.67
A = 30° 4/' 43.3" (LT)
D = 5°24'18.9"
L = 567.88'
T = 290.93'
R = 1,060.00'
SE = 0.06
RUNOFF = 306.00'
CATHERINE GREEN +30.94 -L-
DB P-3. PG 333 164.03' LT
E E
CL 'I' RIP RAP
PROP. 2'-9"
C&G
FS
SEE DET #32
PFR pRIV4
TUR5J-RAIL 18'y,. --- BST
+90.08 -Y9-
27.00' RT
.24 + 90.08 -Y9-
45.00' RT
EST. 7 TONS
EST. 15 SY GF
CURVE DATA FOR LINE -L-
Pls Sto 179 +41.83
es = 8° 16' 12.2"
Ls = 306.00'
LT = 204.22'
ST = 102.20'
LAT 6' GRASSED SWALE
W/COIR FIBER MATTING
EST. 340 SY
SEE DETAIL #6
-L - ST Sto. l81 +45.62
+ 14.91 -L-
168.33' LT
+ 94.00 -L-
130.00' LT
BLACK DOG ASSOCIATES, LLC
DB 439, PG 1090
2' BASE DITCH
W/CL 'I' RIP RAP
EST. DDE =110 CY
EST. 70 TONS
EST. 120 SY GF
SEE DETAIL #5
+90.08 -Y9-
30.69' LT
BEG. PARTIAL C/A
BEG. 48" WW FENCE
LINE EXTG DITCH
_ W/CL 'B' RIP RAP
EST. 40 TONS
EST. 80 SY GF
-Y9- POT Sto. l6 +90.08 +55.00 -L-
END CONSTRUCTION 313.00' RT
+ 84.00 -L-
s2 338.00' RT
RODNEY C. OLIVER
MILLICENT J. OLIVER
DB 381, PG 953
LOT 3 OF
PB66.PG 697
37
+90.29 -L-
262.19' RT
+18.0 - -
278.47'RT _--
/2' BST
Pls Sto 187 +45.32
es = 7° 17' 02.3"
Ls = 306.00'
LT = 204.17'
ST = 102.16'
SHOULDER BERM GUTTER
FROM STA 170+50 TO Q
STA 182 + 75 -L-
+36.50 -L-
179.00' LT
+ 36.50 -L-
100.00' LT
+08.00 -L-
130.00' LT
+82.57 -L- Lu
144.02' LT
Lys
PROP. CONC.
MONO. ISLAND
+52.00 -L-
280.00' RT
+60.00 -L-
296.00' RT
+15.00 -L-
300.00' RT
+ 50.00 -L-
125.00' LT
PI Sto /95 +10.72
A = 57° 44' 33.0" (RT
D = 4° 45' 38.7"
L = 1,2/2.88'
T = 663.58'
R = 1,203.50'
SE = 0.06
RUNOFF = 306.00'
iS
PSH
SEE DETAIL
SHEET 2D-2
JS
178.00 LT
+ 07.70 -L-
100.00' LT
+90.00 - -
125.00 LT ,
GRAU E)*8' RW
FS
2G1 SEE DETAIL #32
EDWARD PHILLIPS
DB 442. PG 2349
S 2
329.28,
EIP
+93.24
+90.73 -L-
233.98' RT
END PARTIAL C/A
BEG. FULL CIA
-DR3BREV - POT Sto. l4 +5
+23.21 -L-
1
00.00' LT
END 48"
WW FENCE
Ln
CO
US 221 22' BSP.
+ 83.21 -L-
100.00' LT
BEG. 48"
FENCE
+35.80
302.13'
JAMES D. I L ANDE
DONN .
5. PG 1271
ND CONSTRUCTION
eP
°o(5
CURVE DATA FOR
LINE-DR3BREV -
Pl Sto 11+07.82
= 48° 13' 57.7" (RT
D = 57° /7' 44.8"
L = 84.18'
T = 44.77'
R = 100.00'
SE = NC
CL 'B' RIP RAP
EST 2 TON
EST 7 SY GF
48" WW FENCE
+25.00 -DR3BREV-
34.00' RT
j10.
+ 65.0
10.00' L
SPEC CUT 'V' ' ITCH
Js
N 21°2
0 5 " w
335, 43,
8,� co
MILLER PROPERTIES OF ASHE, LLC,
CHARLES F. PRITCHARD
DB 416. PG 1974
-L - T S Sto. 185 +4/.14
_
CL 'B' RIP RAP;
EST. 1 TON
EST. 5 SY GF
48" WW FENCE
�15" C
-c��W/ELBO
*REMOVE
-L - POS Sta. 188 -15.00
-DR3BREV- POT. o • +00.00
CV! \ F
�-- +4777
239.:'
L - SC Sto. 188 +47.14
JS
+68.00 -L-
100.00' LT
END FULL C/A
BEG. PARTIAL C/A -
{CHORD)
EXISTING RW
-50
/�'x2' 4
�� GRASS ISLAND 11 ®
8
o 01 27 8" E cal- o �� oS:R��►.I1«----- ,
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PROJECT REFERENCE NO.
SHEET NO.
R-2 915 B
6
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
NOT A CERTIFIED DOCUMENT AS TO
THE ORIGINAL DOCUMENT BUT ONLY
AS TO THE REVISIONS.
THIS DOCUMENT ORIGINALLY
ISSUED AND SEALED BY :
DOUGLAS B. SAUNDERS
14160
ON 7/172015
THIS DOCUMENT IS ONLY CERTIFIED
AS TO THE REVISIONS.
HYDRAULICS
ENGINEER
NOT A CERTIFIED DOCUMENT AS TO
THE ORIGINAL DOCUMENT BUT ONLY
AS TO THE REVISIONS.
THIS DOCUMENT ORIGINALLY
ISSUED AND SEALED BY :
W. HENRY WELLS JR.
9334
ON 7/172015
THIS DOCUMENT IS ONLY CERTIFIED
AS TO THE REVISIONS.
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Camp Dresser & McKee
5400 Glenwood Avenue
Suite 300
Raleigh, NC 27612-3228
NC COA No. F-0412
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
+47.14 -L-
100.00' LT
END PARTI
EG. FULL 0
EG.48"
WW FE CI
CL 'I' RIP RAP
(BANKS ONLY)
DETAIL #29
/34.
+68.00 -L-
130.00' RT
END FULL C/A
BEG. R'W
END 48"
WW FENCE _� s
/�16 85 -L-
149.47' RT
•ADWAY DITCH
-
W/CL 'B' RIP -
ESTs6
PROP.
MO
.Ls
+. 8.93 -DR3
o� W/CL 'B' RIP RAP -- - - - �\ \ �.
EST. 35 TON-S' .. /
EST. 105 SY GF - `\ /
SEE DETAIL #2 - - /\
�DR3BREV - POT Sto. l5 +85.05 \\\
F
CURVE DATA FOR LINE -DR3-
' LT BST
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AL ,9,ND 8°09'29" E
/ ABAVDON
STING WELL
RCEL 23 &
EL 24
+94.00 -L-
281.13' RT
+47.00 -L-
338.00' RT
+ 85.00 -L-
ID
EE DETAIL #3
+47.14 -L-I
_ T00 00'-RTULL -C/A
BEG- F
BEG. 48" WW FENC
+98.00 -
48" WW
FENCE
JS
AP CREEK
GARY E. TAYL
VICKIE AYLOR
DB 343, 196
S RD .E°TON WATSON
9 f'
385.00' RT
CURVE DATA FOR
-DR3B -
LINE
+06.89
PI Sto 11
7° 07' 34.7" (LT)
p =
26.2"
D = /4° 19'
L = 49.75'
T = 24.9/'
R = 400.00'
SC = NC
+ 33.00 -L-
318.00' RT
0
V
0
0
0
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 17 FOR -Y9- PROFILE
SEE SHEET 21 FOR-DR3BREV- PROFILE
SEE SHEET 2B-1 FOR U-TURN BULB DETAILS
SEE SHEETS 2D-1 THRU 2D-3 FOR DRAINAGE DETAILS
DRIVEWAY RADII ARE 15' UNLESS NOTED OTHERWISE