HomeMy WebLinkAbout20191744 Ver 1_App_A_20191220APPENDIX A
Figures
HycO Creek
(North Hyco
Negro
John Oakley Rd.
SR , 1004
Gunn Poole Rd.
SR 1767
John Oakley Rd.
SR/A004
Pa to herd
(Morgari.
Dave Smith Rd.
SR"1771
N
A
------------
-----------------------------
CASWELL Project Location
ALAMANCE 7 0 0.5
ORANGE
Burlington
North Carolina Department of Transportation
Division of Highways
17BP.7.R.110- Replace Bridge No. 19 over
Lynch Creek on SR 1771 (Dave Smith Rd.)
Caswell County
1
i Miles
Project Location Map
Figure 1
SR-1'765
Prospect Church Rd
Negro
Creek
SRAF767
Gunn Poole Rd
SR-1769
Old Collins Rd
Bridge No. 19
I\SR-1720
Cooper OemetaryfRdPanther`Branch
(Morgans,P\)
Ridgeville Rd
SRa1719
Painte,-R,
SR.1771
Dave Srr J h Rd
Sugartree
Creek
Lynch
s 768 Creek %
Hooper Rd I/ 3
SR-i1773
--___--__-_ Wade Dead End Rd CASWELL COUNTY
ORANGE COUNTY — — — —-----"—"—'—
i SR-1369 South Hyco
Wades Dead End Creek
SR- 00
I SR-1367 dhson Rd
i Claibornes Rd `R-1004
Corbett Ridge Rd
I
i SR-1368
Wade Loop
I
F-I }
Z . I—
OI� 49
UIO
w, 0 SR-1, 02
UIu.1 Button Rd
Qi z Lynch
Q i ry Creek
<IO SR-1r366 SR-1371
I Atkins Rd Mccullough'Rd
SR-1361
I Mcdade Store Rd
i Stagg Frank
i Creek C er ek Detour t Fork
fiver
Back F�
North Carolina Department of Transportation
Division of Highways
Replace Bridge No. 19 over Lynch Creek
on SR 1771 (Dave Smith Rd.)
Caswell County
0.5 1
Miles
Detour Route
Figure 2
I
'DESIGN EXCEPTION: CURVE SAG VERTICAL K
VERTICAL SSD
160019-2
PROTECT REFERENCE
Fig
Figure 3
17BP.7.R.110 - CASWELL 19
C
ry
ROADWAY DESIGN
HYDRAULICS
Q
ENGINEER
ENGINEER
CO
Z
O
O
N
MOTs MACDONALD 1 & E, LLC
LICENSE NO. F-0669
HDR ENGINEERING
LICENSE NO. F4116
DOCUMENT NOT CONSIDERED FINAL
GREGORY ELMO PHELPS
UNLESS ALL SIGNATURES COMPLETED
DB 392 PG 121
ME 14 PG 373
1
Prepared in the
M
ERNEST S. PHELPS, ET AL
S 6535'49' W
4
Office of:
Ro,�wwRo.V70D
�
CLASS II RIP RAP DONALD E. PHELPS
23.67'
Fww.mommNacroNs
murooN
UP TO ELEV. 534.5 (TYP.)
(STRUCTURE PAY ITEM) DB 556 PG II7
BILLY KIRBY, JR.
memaro6:
1101 BELINDA KIRBY
" DB 191PG 290
+1 HDR Engineering,Inc.ofthe Camllnes
S 35'49'08'W
BEGIN BRIDGE 25.40'
a -NG1
ME 6 PG 161
J CFByeReust'cea se NUumbe N F 011R6
-L- Sta. 15+12.70
Q�N\
n0 CLASS II RIP RAP
CLASS B RIPRAP @
S 07'53'12' W
UP TO ELEV. 534.5 (TYP.)
(STRUCTURE PAY ITEM)
END PROJECT l7BP.7R.1/0
VERTICAL SCALE
¢'gym' 1Q'
HORIZONTAL SCALE
215' 2m�5' SQ'
100.00
EXISTING DITCH OUTFACE
BEGIN APPROACH SLAB 27 38'
ZRSW
EST.1
EST. 5 TOSY NS GEOTEXTILE
-L- Sta. 15+02.00 WOODS �
EX
m W<a`�1
-L- POT StG. 18+50.00
WOODS
WOODS
+45
..
GUYO
�.
+75 BEGIN SBG ale\
+84 LT& RT \ �. m
UE -- - - -- _
._
-
"
EXIS INC /w
56'
EIP
TOR?W
EX. RNY DUE
0 0, G'
_DUE GU /'s M�ti I
�- - -wLs-i
GUY 0Uf
y�r
O'TAPE
MIM /
GRE - L3
-------�040 WW NC
- - W
BL-3 GREU-TL3
F
�
TO SR 1004
SR 1771 DAVE SMITH RD.
o
o - - TB 2GI
1
0 '
o
TO NO 86
ICORBETT RIDGE RD.)
20' BST
_— --
__ o
_�I H5�-5' 1j E_
c� l "
---------
E%ISTIN R/
�F
— REU-TL3 040 TB
2G / MTL ,ONC
--�---- F'
i GREU-TL3
., -. _ ..
.. .- .-
.. PO
e�
WGB B��XI
.. .. _
IN /W
50'7APER
+75 F s oio ., -. _ F
_
_ +25
-
EX. RNJ +50 _ .� E PDE
4e
IX. WW
)
WOODS
55' 1 +
1> 0
}
/
15" CSP 4
W/ELBOWS ± e 3 i A,
WOODS
-L- POT Sta.20+50.00
BEGIN PROJECT 17BP.7RJIO
/N,
-L- POT
SIG. 13+00.00
+50 g
BILLY KIRBY, JR.
55'
BELINDA KIRBY
DB 191 PG 290
ME 6 PG 161
END APPROACH SLAB
2
-L- Sto.16+26.00
ALEXANDER D. DODSON, II
/
/ i r^
/
JANET L.DODSON
DB 463 PG 64
CLASS B RIP RAP
END BRIDGE
MB 14 PG 163
EST. 2 TONS 3
O
$" a 4" -L- Sta. I6+I5.30
EST. 7 SY GEOTEXTILE
RHONDA & DAVID YOUNGDAHL
DB IGO PG 255
DRAINAGE
OPENING
(TOTAL 4)
MB 16 PG 21
NOTE:
TYPE -III ANCHOR UNITS ON
ALL
FOUR
BRIDGE
CORNERS
- L-
BEGIN PROJECT
END PROJECT
STA. 13 + 00.00
STA. 18 + 50.00
BEGIN GRADE
END GRADE
STA. 13 + 50.00
STA. 18 + 00.00
EL = 545.43'
EL = 547.00'
43-
Hill
1 PI = 14+25.00
PI
= 17+15.00
EL = 540.37'
EL = 541.24'
VC - 130'
VC = 170'
K = 18
K = 26
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 1700 CFS
DESIGN FREQUENCY = 25 YRS
540
-
DESIGN HW ELEVATION = 532.4 FT
-
BASE DISCHARGE = 2400 CFS
BASE FREQUENCY = l00 YRS
BASE HW ELEVATION = 533.6 FT
530
OVERTOPPING DISCHARGE = 9050 CFS
OVERTOPPING FREQUENCY = 500+ YRS
OVERTOPPING ELEVATION = 540.6 FT
DATE OF SURVEY = 1I-09-17
W.S. ELEVATION
AT DATE OF SURVEY = 526.5 FT
510
10 11 12
13 14 15 16
17 18
19
20
� � '* �r`►r or
� sr � - 4r- � f
s{ . dr
.r
Legend
= Study Area
ChA Chewacla loam, 0-2% slope, frequently flooded
LoE Louisburg coarse sandy loam, 15-45% slope
LoC Louisburg coarse sandy loam, 6-10% slope
RvA Riverview loam, 0-2% slope, occasionally flooded
UdD Udorthents, loamy, 0-25% slope
u
Lo E
0 75 150 300 17BP.7.R.1 10 �
Feet BRIDGE 19 OVER
LYNCH CREEK ON SR 1771a
PREPARED BY: DATE: FIGURE 4
E N-NGM MARCH CASWELL COUNTY, NC
RF-RATION SOILS
2oig
f
%r
Legend
Study Area
Streams
Wetlands
0 75 150 300 17BP.7.R.110
BRIDGE 19 OVER
Feet LYNCH CREEK ON SR 1771��.
PREPARED BY: DATE: FIGURE 5
PUNNN.,a JUNE CASWELL COUNTY, NC JURISDICTIONAL RESOURCES
RES -TION 2018
ge
flycoch
p
1
el
f �
If
Legend
Study Area -�
0 400 800 1,600 17BP.7.R.110
BRIDGE 19 OVER
Feet LYNCH CREEK ON SR 1771��.
PREPARED BY: DATE:
�rjEco v TE MARCH CASWELL COUNTY, NC FIGURE 6
[l REPLANNING R & 2018 USGS TOPOGRAPHIC
RESTORATION