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GRAPHIC SCALES DESIGN DATA •
PROJECT LENGTH » HYDRAULICS ENGINEER essn„sia.nTanescunP,eTeu
V ✓ PLANS PREPARED FOR Kimley >Horn Q°ARo7","""
AADT 2020= 6,100 THE NCDOT BY. --r- �' SEAL A: rE
50 25 0 50 100 AADT 2040= 7,600 LENGTH ROADWAY TIP PROJECT B-5534 = 0.283 MILES = ;a 618559 .
_� K = 9% 1018 STANDARD SPECDOCARONS '3sq'4;10 '
PLANS D = 55% LENGTH STRUCTURES TIP PROJECT B-5534- = 0.020 MILES JEFFREY W..MORE,P.E. 5 ,,,O`° .
50 25 0 50 100 T 11%* PROJECT ENGINEER IADWA,
�'�"� V = 60 MPH TOTAL LENGTH TIP PROJECT B-5534 0.303 MILES RIGHT OF WAY DATE: ROADWAY DESIGN`ENGINEER
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PROFILE(HORIZONTAL) rt PROJECT DESIGN ENGINEER {�f"'714
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PERMIT DRAWING PROJECT
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L=75931' L=28727' L=28728'
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Revised 3/4/2020
PERMIT DRAWING PROJECT REFERENCE NO. SHEET No.
_L_ SHEET 3 OF L Kimley>»Horn 8-5534
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\ SEE SHEETS S-1 THRU S-34 FOR STRUCTURE PLANS DETAIL SHOWING BRIDGE/PAVEMENT RELATIONSHIP

Revised 3/4/2020
7. BRIDGE HYDRAULIC DATA Kimley>>>Horn PROJECT asso Ro. SHEET Ro.
BRIDGE 300082 - "-IIii'IIIIII ©_�, ROADWAY ENGINEER ENGINEER
II 11 I 11 I API RALEIG,N C LE6STREET.SUITE 600
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BASE DISCHARGE
170 BASE FREQUENCY = 100 YR 1
ELEV=79.37'
BASE/Al'ELEVATION = 7/2 FT Biel
OVERTOPPING DISCHARGE = 4400 CFS ELEV=70.33' CL STA 21+68.60
OVERTOPPING FREQUENCY = 500+YR -L-STA 17+96.90
110 PP/NG ELEVATION = 74A FT 92.54'RIGHT IC 25'.10 5(7.16 30'
TYPE III DOCUMENT NOT CONSIDERED FINAL
DATE OF SURVEY = 02/06/19 N 477941E 2352093
T T T T T DATEn NAIL IN 20"0AK PRESTRESSED GIRDER UNLESS ALL SIGNATURES COMPLETED
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65 le emememmemme nnnnnnem it 1e 1• WETLAND 65
61- WETLAND BOUNDARY 60
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;;;;;;;;;;;;;;;■■.■■.■■■■■■. Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllli.6.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111211111111111111111
iiiiiiiiiiiiiiiiiiiiiiiliiiiiiilli111111II!!!!;;;;;;;;;;;;! iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiim 1 n ;,;�''hihih•';•°;;•�iiiiii111111 •
85 : .• : :m : :: IIIIIIIIIIIIIIIIII I II I III II II II IIIIIIIIIIIIIIIIIIII IIIII III II ll II 85
80 7 0.040 . 0.040 3 _ •IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII R6
70 111 ' 11 111 ! 501 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 70
65 II e - - e : 1 65
P2. ___
60 I I: IT. WETLAND •!iiiiiiiiiiiiiiiiiiiiiiii111111111111111111111111111111111111111iiii.•WETLAND I;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;•;'a 60
BOUNDARY mllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll: UNDARY 1111111111111111111111111111111111111111
• 22+21.01 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
elllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllemeellllll eme
150 140 130 120 110 „;, 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 1111, ,,,, • 90 100 110 120 130 140 150

Revised 3/4/2020
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 W Impacts Impacts Stream
No. (From/To) Size/Type W tlands W tlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
L (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 15+87.74 to 25+10.60 105'BRIDGE 0.87 <0.01 0.12 0.11 0.02 52
I_
TOTALS*: I 0.87 I <0.01 1 1 0.12 1 0.11 I 1 0.02 1 0 1 52 1 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2/27/2020
Duplin County
B-5534
55034.1.1
Revised 2018 Feb SHEET 7 OF 7