20200469 Ver 1_permit drawings_20200423

Revised 4/20/20
co See Sheet I A For Index of Sheets S T �i TIE OF
NORTH C A ROT 1T N ,�i STATE STATE PROJECT REFERENCE "RR
TOTAL
See Sheet 18 For Conventional Symbols
ISI
del Il' NORTH del �e 1L del NO.. 6RRRT6
/1921 11 1958 aQ�ea• ` DIVISIONOF HIGH VV Jl N C. B-5639
T'L+PROl.N0. A.PROl.NO. E9CRIPT[ON
1957 cS
r 45594.1.1 P.E.
1737 a°
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1141 45594.2.1 RAN & UTL
a 1957
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Bridge Rd.
ON 1912 DUPLIN COUNTY
c?, B-5639 I 1141
ai
PROJECT? 11ss
y) LIMITS LOCATION: BRIDGE NO. 36 OVER MAXWELL CREEK PERMIT DRAWING
0°: 7 1141 dead Rd. ON NC 11 (CLODFELTER ROAD) SHEET 1 OF 17
� 1918 (� y,
a' Rd. TYPE OF WORK: GRADING, PAVING,DRAINAGE AND STRUCTURE
V1141
'_` 1911141 e C'a. Register
W NA = 8
199G 4111 T--
O 1932 Brothers Rd. 1996 11
ei4 VICINITY MAP(NOT TO SCALE) WETLAND AND SURFACE WATER IMPACTS PERMIT
pis
4 & SITE 2 SITE 3 5 &
SITE 4
2 BEGIN B IDGE Lu 2B-2
B—i —L— POT TA. 22+68.75 END BRIDGE END TIP PROJECT B-5639
1 r . . . . A A A A A
_� J -L- POT STA. 24+41.25 -L- POT STA. 32 +25.00
BEGIN TIP PROJECT B-5639 . * . _ - - - i . " _ _ - _ _ - - - - - , - ° - - . * . *
-L- POT STA. 14+90.00 _ , . ' . . . _ . . . . _ _ *
NC 1�1'--`- --=t= - ` -- --
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TO SR 1912_
BEGIN DETOUR B-5639 BEGIN BRIDGE END BRIDG' END DETOUR B-5639
-L DET- POC STA. 10+26.46 -L_DET— POT STA. 17+91.04 +/— —L_DET— PO STA. 19+61.04 +/—L DET- POC STA. 26+54.80
-L- STA. 15 +06.95 / -L- STA. 31 +32.22
SITE 1 /
SITE 5
S IMPSON 5640 Dillard Drive
NGINEERS Suite C
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(A DOCUMENT NOT CONSIDERED FINAL Cary,NC 27518
$SOCIATES 21T 852-0468
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LICENSE NO.C-2521 J
PLANS PREPARED FOR NCDOT BY: HYDRAULICS ENGINEER
f J GRAPHIC SCALES DESIGN DATA PROJECT LENGTH A PO Boa 100 SUNGATE DESIGN GROUP,P.A.
rari-VOrino,NC 27526
�9191552-2253
ADT 2020 = 2,617 Mon M (919)S52-225 olTs.) oz ,I� RALEIOH NORTH CINROLINA 0606
50 JJ 0 50 100 ADT 2040 = 3,200 MnCDDNALD LICENSE NO.F-0669 ENGFIR' CENSENO.CES0 ®� ®PIT eg
1 LENGTH ROADWAY TIP B-5639 PROJECT = 0.296 MILES 2018 STANDARD SPECIFICATIONS �� ��®
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D = 55 /0 PROJECT ENGINEER SIGNATURE: u® �n
50 0 50 100 T = 5 %* LENGTH STRUCTURE TIP B-5639 PROJECT = 0.033 MILES RIGHT OF WAY DATE:
v 1 ROADWAY DESIGN
NOVEMBER 27, 2019 JOSH DALTON, PE
I�'�w V = 60 MPH e
HYDRAULIC ENGINEER
z PROFILE (HORIZONTAL) * =2% 3% TOTAL LENGTH TIP B-5639 PROJECT = 0.329 MILES ENGINEER
7°o ® 8����OI
N4>z O 10 0 10 20 TTST DUAL a
LETTING DATE:
I ' I .. SUB-REGIONAL TIER JULY 21,2020 DAVID STUTTS, PE
::`��J PROFILE (VERTICAL) MAJOR COLLECTOR NCDOT BRIDGE PROGRAM MANAGER
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f\ SIGNATURE, f\

Revised 4/20/20
PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING • 8-5639 2B-/
SHEET 2 OF 17 I7 tO
ROADWAY rESIGSNHEET
NO. HYDRAULICS
ENGINEER ENGINEER
50' 25' 0 50' 100'
`1I11�
NAB. /_8� SCALE: 1"=50'
1071
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/ \ DOCUMENT NOT CONSIDERED FINAL
I" -- \ UNLESS ALL SIGNATURES COMPLETED
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/ t�/,I Fu Box 700
\p.N., �V�NID quoy-Von
ina,NC 37516
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69E90

Revised 4/20/20
0' PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING • 8-5639 2B-/
m SHEET 3 OF r •7 ROADWAY rESIGSNHEET
NO. HYDRAULICS
ENGINEER ENGINEER
50' 25' 0 50' 100'
`iIii-
NqD- /_8� SCALE: 1"=50'
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m \ DOCUMENT NOT CONSIDERED FINAL
—— \ UNLESS ALL SIGNATURES COMPLETED
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Revised 4/20/20
v.N.
\ PROJECT REFERENCE NO. SHEET NO.
8-5639 28-2
RW SHEET NO.
50' 25' 0 50' 100' ROADWAY DESIGN HYDRAULICS
I I
'I" ENGINEER ENGINEER
SCALE: 1"=50'
NAD
,gam
011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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\piT M ,%quoy-Varina,NC 37516
\in WCDONALD www.monmac.wmkmenon
I SUNGATE DESIGN GROUP,P.A.
Ln 0
N into JOGENFORRATNIa,IROADN CAROLINA,sos
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N C/O NATHANEL BONY PERMIT DRAWING
0 SHEET 4 OF 17
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N
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W
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-L_DET- PT Sto.15+86.93 WETLAND 'IC -L_DET- PC Ste.19+88.37
WETLAND WA
Q -L_DET- PC Ste.16+74.93
-L_DET- PT Ste./7+66.58
O / -L_DET- PT Ste.20+80.02
ANTHONY J. DEVANE DENOTES HAND
EVELYN J.DEVANE
/ 0 / CLEARING
0 KILPATRICK FARMS,INC.
4
/ GARNETT CHASTEN, j�//i/� '/ DENOTES TEMPORARY
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0
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Revised 4/20/20
v. \ PROJECT REFERENCE NO. SHEET NO.
8-5639 28-2
. RW SHEET NO.
50' 25' 0 50' 100' ROADWAY DESIGN HYDRAULICS
I I
'I" ENGINEER ENGINEER
SCALE: 1"=50'
NAD "gam
011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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LK PO 13o,700
\piT ... Fuquoy-Vonna NC 27526
MCDONALD www.monmac.cam/ammo's
I in SUNGATE DESIGN GROUP,P.A.
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N •• ,oGENFonwMA OMAnces
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ANTHONY K.DEVANE DENOTES HAND
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rr Revised 4/ 0/20 PROJECT REFERENCE NO SHEET NO.
03 PERMIT DRAWING e 5639
Lo
SHEET 6 OF 17 ROADWAYENGINEER ENGINEER
ENGINE RS
-L D ET- --LD ET-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BEGIN GRADE B:NCH MARK "2 Prepared in the
-L_DET- STA 13+71.67 B : TIE IN 10°04K Office
of: 'pow Ud F a°arvata,NC 27526
EL.= 67.65' -L_DET- STA 17+91.57 OFF 53.65'
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L.= 59.55' arvEs ry
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:EGIA BRIDGE WENVD. JCAS
END BRIDGE -L_Ut l- SI A 23+9/.SS
L_DET- STA 17+91.04 -L_DET- STA 19+61.04 EL.= 65.68'
80 PI= 14+50.00 _ I PI= 20+ 00 1 PI= 22+00.00 PI= 23+50.3Q. 0 80
EL = 67.92' EL = 65.02' EL = 66.52' EL = 65.53'
VC = 150' VC = 130' VC = 200' VC = 90'
K = 178 K = 54 K= 130 K = 92
70 _ _ I 70
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1.5:1 SLOPE TO TOP OF BERM
1.5:1 SLOPE
OBS.ON 3-18-16
NWS=56.3
40 40
10 11 12 13 14 15
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 1500 CFS
DESIGN FREQUENCY = 10 YRS
DESIGN HW ELEVATION = 58.8 FT
•
BASE DISCHARGE = 4560 CFS
BASE FREQUENCY = 100 (FEMA)YRS
BASE HW ELEVATION = 61.5 FT
90 OVERTOPPING DISCHARGE= 16800 CFS 90
OVERTOPPING FREQUENCY= )500 YRS
OVERTOPPING ELEVATION = 65.3 FT
80 80
DATE OF SURVEY = 3/18/2016
W.S.ELEVATION
AT DATE OF SURVEY = 56.3 FT
70 70
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Revised 4/20/20 —
0 5 10 PROJ.REFERENCE NO. SHEET NO.
N �i B-5639 X-3
CO
150 140 150 1:0 110 100 90 80 70 60 50 40 30 20 1D 0 1D 20 30 40 50 60 70 80 90 100 1'0 120 1"0 140 150 an
80
ct a 9 ° PERMIT DRAWING
SHEET 7 OF 17
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Revised 4/20/20 0 5 10 PROJ.REFERENCE NO. SHEET NO.
N �i — B-5639 X-4
CO
Rn 150 140 130 120 1"0 100 90 8070 60 50 40 30 20 1D 0 1D 20 30 40 50 •8 8 :8 90 110 1"0 1:0 1i0 140 1'0 80
PERMIT DRAWING
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70 0.020 0.020 70
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Revised 4/20/20 —
0 5 10 PROJ.REFERENCE NO. SHEET NO.
N 171717171i 6-5639 X-5
co
150 140 150 1:0 110 100 90 80 70 60 50 40 30 20 1D 0 1D 20 30 40 50 60 JO 80 90 100 1-10 120 1i0 140 150
PERMIT DRAWING
SHEET 9 OF 17
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1,•? �1 67,58 1� 0.029 0.030
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60
— _ _ — — — — FINAL GRADING- —
25 +50.00
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cr cr W 80
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Revised 4/20/20
o, PROJECT REFERENCE NO. SHEET NO.
0-
50' 25' 0 50' 100' 8-5639 4
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SCALE: 1"=100' ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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50' 25' 0 50' 100' 8-5639 4
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50' 25' 0 50' 100' B 5639 5
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NO.27 O1
//// DETES FILL WETLAND IN
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Revised 4/20/20
v.
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\ I
PROJECT REFERENCE NO. SHEET NO.
50' 25' 0 50' 100' B 5639 5
co `' " RNJ SHEET NO.
SCALE: 1"=100' ROADWAY DESIGN HYDRAULICS
Illikab......_. \
ENGINEER ENGINEER
-YzOi
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UNLESS ALL SIGNATURES COMPLETED
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IM PO Box 700
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R.J.& NATHANELN ON�YEIRS
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NO.1 OF
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/ /// DE WETLAND IN
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EVELYN J.DEVANE / **** * * *_1CLEARING
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R v i s e d 4/20/20 PROJECT REFERENCE NO. SHEET NO.
ROADWAY DESIGN HYDRAULICS
S
ENGINEER
-L-
END OVERLAY
BEGIN GRADE
-L- STA 18+00.00
BEGIN PROJECT EL.= 68A3' DOCUMENT NOT CONSIDERED FINAL
BEGIN OVERLAY UNLESS ALL SIGNATURES COMPLETED
-L- STA 14+90.00 Prepared in the
I A PO Box 700
MOT7 IVY Fupuay-VeS,,NC 27526
90
SUNGATE DESIGN GROUP,P.A.
P1= 18+80.00 `II E��s sM'°s�nO Cno,�s
80 - - - - - - - - - - - EL = so3' PERMIT DRAWING 80
- - -
___
--- - - - - K = 135 SHEET 14 OF 17
BRIDGE HYDRAULIC DATA
70 DESIGN DISCHARGE = 2500 CFS 70
DESIGN FREQUENCY = 50 YRS (-10.5000% (+10.6880%
DESIGN HW ELEVATION = 60.0 FT
BASE DISCHARGE = 3000 CFS
60 BASE FREQUENCY = 100 YRS 60
BASE HW ELEVATION = 60.5 FT
OVERTOPPING DISCHARGE= 16800 CFS I I
OVERTOPPING FREQUENCY= )500 YRS
50 OVERTOPPING ELEVATION = 65.6 FT RFNCH MARK °I 50
BM/: TIE IN 13"PINE
-L- STA I5+63J4 OFF 83.78'
DATE OF SURVEY = 3/18/2016 N=407712 E=2310164
40 WS.ELEVATION _ EL= 68.71' 40
AT DATE OF SURVEY = 56-3 FT
30 30
10 11 12 13 14 15 16 17 18 19 20
I-L- I
BEGIN OVERLAY END PROJECT
END GRADE END OVERLAY
-L- STA 27+00.00 -L- STA 32+25.00
r--BRIDGE I) STA.23 55.00-L- Fl = FiFi Of)'
24"COREC SLAB
3 SPANS:W56.19,1@60.3',1@56.19',SKEW 90
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GP ELEV.=68.63'
90 BEGIN BRIDGE END BRIDGE
-L- STA 22468.75 -L- STA 2444/.25 RFNCH M"PK .2 90
5 2: TIE IN 10"OAK
-L- STA 22+70.53 OFF 95.90'
PI= 21+30.00 I N=408406 E=23/0027
80 EL = 59.75' EL.= 59.55' 80
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Revised 4/20/20 —
0 5 10 PROJ.REFERENCE NO. SHEET NO.
N �i B-5639 X-3
CO
150 140 130 1:0 110 100 90 80 70 60 50 40 30 20 1D 0 1D 20 30 40 50 60 70 80 90 100 1"0 120 1�0 140 150 Rn
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Revised 4/20/20 0 5 10 PROJ.REFERENCE NO. SHEET NO.
N �i — B-5639 X-5
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150 140 150 1:0 110 100 90 80 70 60 50 40 30 20 1D 0 1D 20 30 40 50 60 70 80 90 1 0 1'10 120 1i0 140 150
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Revised 4/20/20
WETLAND AND SURACE WATER IMPACTS 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) (ac) (ac) (ft) (ft) (ft)
1 19+50 to 19+86-L-RT ROADWAY FILL < 0.01
20+11 to 21+09-L-RT ROADWAY FILL < 0.01
14+62 to 16+65-LDET-RT ROADWAY FILL 0.08 0.02
17+22 to 17+38-LDET-RT ROADWAY FILL < 0.01
2 20+21 to 22+85-L-LT ROADWAY FILL 0.02 0.06
3 22+85 to 24+25-L- 170' BRIDGE * <0.01 < 0.01 0.09 99
17+46 to 19+61-LDET- 170' DETOUR BRIDGE < 0.01 < 0.01 < 0.01 27
4 24+22 to 25+34-L-LT ROADWAY FILL <0.01 0.02
26+01 to 27+49-L-LT ROADWAY FILL 0.03 0.03
5 25+81 to 27+17-L-RT ROADWAY FILL 0.02
19+61 to 26+42-LDET-RT ROADWAY FILL 0.19 < 0.01 0.08
TOTALS*: 0.07 0.27 < 0.01 0.11 0.10 I 0.10 0 126 0
*Rounded totals are sum of actual impacts
NOTES:
Site 3 Interior Piers are 2(8- 14x73 (14.6in x13.6in))= 2(8 (198.6 sq in)) = 2(1588.8 sq in) =22 sq ft(0.0005 ac) NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
04-15-2020
There will be 0.03 Ac of temporary fill will be needed in the hand clearing areas for erosion control measures. DUPLIN COUNTY
B-5639
45594.1.1
Revised 2018 Feb SHEET 17 OF 17