20210100 Ver 1_17BP.1.R.87_Permit Drawings_12-16-2020_20210114

lr-1 See Sheet 9 A For Index of Sheets J\OLINA
STATE PROJECT C ao.
See Sheet 9-8 for Conventional Symbols STATE OF NO P� °' TOTAL
DIVISION OF HIGHWAYS N.c, 17BP.1.R.87 i
N Columbia64 17BP.1.R.87PEaH• � u 617BP.1.R.87 ROW /UTIL.
00 N\111911111
�i7 °,i V) 17BP.1.R.87 CONST.
3s �� �o g9 Li TYRRELL COUNTY
CZ
M ' ,--1 LOCATION: BRIDGE No. 17 OVER RIDERS CREEK
94 + ,j °r26 ON SR 1105 PERMIT DRAWING
PROJECT
SHEET 1 OF 6
SITE TYPE OF WORK: GRADING,DRAINAGE,PAVING & STRUCTURE.
300 WETLAND AND SURFACE WATER IMPACTS PERMIT
• 9 BEGIN PROJECT 17BP.1.R.87
l�1 ° 0II±
Q.�� �_ � k Prr k 94 —L STA. +00.00
1�
O "/ 02 110, Pleasant \ .zb To\ E
—L— STA.20ND G 94.69 NAD 83/95
55 �, I view s� d � END CONST.
'�� —L— STA.23+25.00
PISVICINITY MAP '��w�Nos ;�\•\
` OFF-SITE DETOUR ' � «
1 �P
Tp . TO NC 94 —
Si . }
\ ~ J5 RIDERS CREE r t
f I "�—°/
—L— STA.19+62.32 «
END PROJECT 17BP.1.R.87
-L- STA. 23+00.00
N
0,
[fr DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the Office a7 --- Prepared for:
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ETHERILL HYDRAULICS ENGINEER
ENGINEERING
DIVISION OF HIGHWAYS
DIVISION 1 @dOp
ADT 2015 = 510 pC� '
50 25 0 50 100 1223Jones Franklin Rd.Raleigh,N.C.2760E 113 Airport Drive,Suite 100 �2 '
Z ADT 2035 = 660 License No.F0377 Eden[on NC,27935 ��
Bus: 919.851.8077 Fax [phone] ek, Qo
K = 10 % 2018 STANDARD SPECIFICATIONS �O
��� PLANS LENGTH ROADWAY TIP PROJECT 17BP.1.R.87 = 0.089 MILES EDWARD G.WETHERILL,PE
,,� D = 60 % RIGHT OF WAY DATE: PROJECT ENGINEER MI r
Li3 410 50 25 0 50 100 %
LENGTH STRUCTURE TIP PROJECT 17BP.1.R.87= 0.025 MILES
� J T = 6 APRIL 17,2019 ROADWAY DESIGN o
��Q y V = 60 MPH TOTAL LENGTH TIP PROJECT 17BP.1.R.87 = 0.114 MILES BOB A.MAY,PE ENGINEER a
LETTING DATE:
r fn� PROFILE (HORIZONTAL) * TTST = 2% DUAL = 4% PROJECT DESIGN ENGINEER
4,�� O MAY 19,2021 ��p poQ��
4,4,=i 10 5 0 10 20 FUNC. CLASS = LOCAL 0P �Q
C ) I i I i i i _ , 1 (Subregional Tier) NCDOT CONTACT: RYAN L.SHOOK TR��
`I A A A DIVISION PROJECT ENGINEER
t-00` PROFILE (VERTICAL) w A
J

0' ---" 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
\� \.. RI
ETHERILL Raleigh,N.C.27606
* yDAVID B.KONI*OFF,et 01 ENGINEERING License No.F0377 I7BP.I.R.87 4
\� \\\ Bus: 919 851 8077 RAY SHEET NO.
\ WOODED SWAMP Fax: [phone]
\ ROADWAY DESIGN HYDRAULICS
\ r. TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
\\\ \\. \ \ CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
*
\\ww\ \\� .. NO DECK DRAINS i INCOMPLETE PLANS
\\ \\-, * ON BRIDGE NAD g/g DO NOT USE FOR RAW ACQUISITION
RE 9E
\\\\ \ \ DEPARTMENT OF INTERIOR
`. �\ CL B RIP.EAP / f E \ WOODED SWAMP .0
\ewe \\\ \ *GFON 5 SY �- `� DOCUMENT NOT CONSIDERED FINAL
\ \\ \�\\ ,\ :.\,, `e, ,g '�" 1� O UNLESS ALL SIGNATURES COMPLETED
J.H.SWAIN ,HEIRS \ \\ \��\\ * +'I \P * * CL B/RIP RAP * Y-
\\ \ \ / I OF, 1`••.. * 3 TON -T ... -_.- - ..
�wzB 9 �� 9s \ GF - 10 SY •
... ... ... ... ... .r
j
AVOODED SWAMP '-/ EET PRIN.-A"\\�. FC.� ... _ _. ...__� _ ' .. .. _. _ _ __ ._ .. .. ... ... ... e,w---
ei
'41.74 .
7,1,4,. N.:__ \ wee-IJ_� —B... ®— ellA -
RR 3E �I -• `L WW 1
� BRIDGE I) WW - _�� —
■ IW■M uL n —RED-- NST END CONSTRUCTION!
-WO- /MEn W /ir► -L- POC STA. 2 +25. 0
Wetland W"e / : i_.E`�•w���l�L;lli�`'��� END PROJECT: 176P.1.R.8�7
loop o• loo• _. `\o' I * /-L- POC 1 STA. 23+00.00
rr R. K PLATING
• BEGIN PROJECT: 17BP.1.R.87 w,�\ R I j SEE ROADWAY STANDARD 275.01 WOODED SWAMP
• • • • • —L— POC STA. 17+00.00 \, �`_'.\ �w . PROPOSED
GRAPHIC SCALE i r� SHEET PILING .0 SEE SHEET 51-THRU S-? FOR STRUCTURE PLANS
w + �`..� / ROCK PLATING WOODED SWAMP SKETCH SHOWING PAVEMENT/STRUCTURE RELATIONSHIP
O , r SEE ROADWAY STANDARD 275.01
N -�a---rww-a.r` PROP. SHEET PILING . BEG.APP.SLAB END BRIDGE
w . -L- STA.19+52.00 -L- STA.20+94.00
z
DEPARTMENT OF INTERIOR VAR.B.P• TYPE-Ill
,• ` I TYPE-III :0 9.I• _------
2/Y/// DENOTES FILL IN 4- .0 . 2 �l �75�®
WETLAND �IF_ i%.® ,�
BEGIN SBG STA.17+93_L-Lt. PERMIT DRAWING TYPE-III
(/ICJ// DENOTES HAND END SBG STA.19+50.32-L-Lt. L TYPE-Ill
//i� �/ BEG.SBG STA.21+05.60-L-Lt. SHEET 2 OF 6BEG.BRIDGE -L-PT sa.AmsJ END APP.SLAB
N♦ our
CLEARING END SBG STA.z1+s7-L-Lt. -L- STA.19+64.00 Y_pc.sp.agar, -L- STA.21+06.00
I
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 450 CFS
DESIGN FREQUENCY = 2 IRS
DESIGN MY ELEVATION = 08 FT
BASE DISCHARGE - 2300 CFS
I III I BASE FREQUENCY = 100 YRS
BASE IV ELEVATION = 2.4 FT
OVERTOPPING DISCHARGE- 670 CFS
OVERTOPPING FREQUENCY- 2+/- YRS
OVERTOPPING ELEVATION= 125 FT
DATE OF SURVEY - 1/7/19
AT VAT/ON
AT DATE OF SURVEY - 0.4 FT
PI- 18+05A0 = PI- 19+75.00 �•.� , • „_:. PI= 21+16A0 —■ : ND GRAD
JI EL = 220 EL - 102r S 4 w-, EL = 9.64' I =
.1 R= 50 E KC= 4g !Iwo RED
;LAB _� _ VC - /33' m1m� �.. :��:,:BE N ' ' -DS - 35MPH -OS - 35MPH �: .^' It.,II •winK = 77 �Ia�• I
En REDS - 45MPH �•�m
_ I .r. :tG J2M ILLI
�' •SUB REGIONAL TIER 'a
EL 1.�i5 MEETS WITHIN 20MPH EN' 1�2t�ILUNG /OVELAY
- n hI."----- ^�T�T_f_ -_ I;'—'---;__-���i�7"IF
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°- 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

0 0
000 0000
000000000
00
00000
0
00
00
0
00
0
000 0
0 0 0 0 0
000000000
00000
0000000
00
0
00 000000000
00
0000
0
000 00
0 00
0000000000
0
0 0000
0
00
0 0000
0
00 000
0
0000REVISIONS INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERING
ETHERILL
TYPE-III
TYPE-III
TYPE-III
TYPE-III
10’10’.04OUT OT OUT33’BEG. BRIDGE
-L- STA. 19+52.00 -L- STA. 20+94.00
END BRIDGEBEG. APP. SLAB
-L- STA. 19+64.00 -L- STA. 21+06.00
END APP. SLAB
SKETCH SHOWING PAVEMENT / STRUCTURE RELATIONSHIP
SEE SHEET S1- THRU S-? FOR STRUCTURE PLANS
-10
0
10
-10
0
10
2613141516171819202122232425 27
-L-
TO 9.1’
VAR. 8.9’
TO 4.1’
VAR. 3.9’
-L- PC Sta. 21+03.77
-L- PT Sta. 19+77.23.04.0410’10’10’10’SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.1.R.87
R/W SHEET NO.8/17/99P:\2018\18161.01_Tyrrell17\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.87_prm_PSH_04_con.dgnKAlford12/16/2020GRAPHIC SCALE
0’100’100’
WETLAND
DENOTES FILL INFF
SHEET 3 OF 6
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
Wetland
Fill in
Wetland
Fill in
WOODED SWAMP
RIDERS CREEK
BRIDGE 17
DEPARTMENT OF INTERIOR
J. H. SWAIN , HEIRS
DEPARTMENT OF INTERIOR
DAVID B. KONIKOFF, et al
WOODED SWAMP
WOODED SWAMP
WOODED SWAMP
WOODED SWAMP
WD WW
WD WW
METAL WW
METAL WW
-L- POC STA. 23+00.00
-L- POC STA. 17+00.00
NAD 83/ 9520
25:125
:110’10’EX.EX.EX.EX.
-L- POC STA. 23+25.00
END CONSTRUCTIONEX.EX.
BEGIN PROJECT: 17BP.1.R.87
END PROJECT: 17BP.1.R.87
PROP. SHEET PILING
SEE ROADWAY STANDARD 275.01
ROCK PLATING
1
2
2
*DS = 35MPH
MEETS WITHIN 20MPH
* SUB REGIONAL TIER
EL = 1.25
-L- STA. 17+00.00
BEGIN GRADE
-L- STA. 19+62.32BEGIN BRIDGE-L- STA. 20+94.69END BRIDGE*DS = 35MPH *DS = 45MPH
PI = 18+05.00
EL = 2.20’
(+)0.9034%
VC = 190’
K = 50
PI = 19+75.00
EL = 10.21’
(+)4.7121%
(-)0.4000%
VC = 149’
K = 29
PI = 21+16.00
EL = 9.64’
(-)2.1367%
VC = 133’
K = 77

= 450
= 2
= 2300
= 100
= 2.4
= 670
= 2+/-
= 1.25

= 1/7/19
= 0.4’
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
-L- STA. 23+25.00
MILLING / OVELAY2
1END 1
MILLING / OVERLAY2
1BEG. 1
EL = 5.71
-L- STA. 23+00.00
END GRADE
EXCAVATE TO EL. 2.5’
SHEET PILING
PROPOSED
EXCAVATE TO EL. 2.5’
SHEET PILING
PROPOSED
ELEV= 0.4’
& NWS
WS ON 1/7/19
PROP 5YR WS= 1.4’
PROP 100YR WS= 2.4’
RETAINING WALL
PROPOSED SHEET PILE
2’-6" CAPS w/
24" CORED SLAB
1 @ 60’; 1 @ 70’
SKEW = 90
C ELEV = 9.92’
STA 20+28.5 -L-
L
= 0.8
NOTE: REMOVE EXIST. BRIDGE ABUTMENTS
MCF
SHEET PILING
PROPOSED
2 ELBOWS
15" w/
END SBG STA. 19+50.32 -L- Lt.
BEGIN SBG STA. 17+93 -L- Lt.
BEG. SBG STA. 21+05.60 -L- Lt.
END SBG STA. 21+57 -L- Lt.
SEE ROADWAY STANDARD 275.01
ROCK PLATING
SHEET PILING
PROPOSED
GF = 5 SY
1 TON
CL B RIP RAP
2GITB GF = 10 SY
3 TON
CL B RIP RAP
ON BRIDGE
NO DECK DRAINS
*DS = 35MPH
MEETS WITHIN 20MPH
* SUB REGIONAL TIER
*DS = 35MPH *DS = 45MPH
PI = 18+05.00
EL = 2.20’
VC = 190’
K = 50
PI = 19+75.00
EL = 10.21’
VC = 149’
K = 29
PI = 21+16.00
EL = 9.64’
VC = 133’
K = 77
SHEET PILING
PROPOSED
EXCAVATE TO EL. 2.5’
EXCAVATE TO EL. 2.5’
L
RETAINING WALL
PROPOSED SHEET PILE
2’-6" CAPS w/
24" CORED SLAB
1 @ 60’; 1 @ 70’
SKEW = 90
C ELEV = 9.92’
STA 20+28.5 -L-
SHEET PILING
PROPOSED
•
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) I (ac) (ac) (ft) (ft) (ft)
-L- 18+00 to 23+00 130' Bridge 0.04 0.05
TOTALS*: 0.04 0.05 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/16/2020
TYRRELL COUNTY
17BR.1.R.87
Revised 2013 10 24 SHEET 6 OF 6