20201293 Ver 1_bridge 73 plan sheets_20201001 (3)

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STATE OF NORTH CAROLINA
SUMMARY OF EARTHWORK
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See "Standard Specifications For Roads and Structures. Section 300-5". OHEOUDBY: KL DATE MUZIM
LIST OF PIPES, END IVALLS, ETC. FOR PIPES 48lNCHES & UNDER
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SEE LET.JLrmerv. eal ��"Isvl a 4ws ` `'� ,�.Ci n'b PROP. ASPHALT DRIVE AC�T�
LO �,X 'c -L- CURJE DATA
SET eo!=B ex P/ S/n 13+6426 PI Si0 15+63.03
END FDP w ��� I�=7'39'4/O'(RT1 �= 859'ZOS lLTI
D = J' l0' S92' L = 59J' 96S
cws b xrcw mK -L- STA. 14-08.23 L = 240.5e L
ST ", e s \sjS� �Y S� F' C%-'µ Y I ° „ R = IBW.(.1Y R = l.QX7D(Y
ASE - 03 SE = 03 Lv " \ DS - 45 MPH DS - 35 MPH
DETAILs
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PI - 15+15OD fLEV.2 5
2,566
EXISTING GROUND YC = P61J0'
�' 2,566
EL I2+54,
EXISTING BRIDGE TO
AT CL KK
NC = B25ry5987
BE REMOVED
O$ - MPH
2,562
DS =- 445 MPH
.1J4+2,5ryWF
2,562
YELL
K = 61.3
DS = 45 MPH
2,558
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EIEV.= .52
2,55 8
PROPOSED GRADE
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2,554
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LOWEST LOW CHORD
2,554
2,550
EXCAVATE TO ELEV.=2,553.0'
135 CU. YARDS)
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EXCAVATE TO ELEV =2,554.0'
(EST. 180 CU. YARDSI
(EST.
2,550
CUSS 'll' RIP RAP
CLASS 'll' RIP RAP
BRIDGE HYDRAULIC DATA
N
2,551.7' (92"019)
2,546
DESIGN DISCHARGE = 000 CFS
T
REMOVE EXISTING CONCRETE
DESIGN FREQUENCY = 25 YRS
2,546
ABUTMENT TO EXCAVATED ELEVATION
DESIGN HN ELEVATION = 25582 FT
BASE DISCHARGE - 15M CFS
2 542
BASE FREQUENCY = lW YRS
BASE HIN ELEVATION = 2559.8 FT
2,542
OVERTOPPING DISCHARGE- I600 CFS
OVERTOPPING FREQUENCY= IDO+ YRS
2;538
OVERTOPPING ELEVATION - 259.0 FF
2,538
_ Fr
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DATE OF SURVEY - 9-25-20/9
2,534
wS.ELEVATION
AT GATE OF SURVEY ' 255/7 FT
2,534
17
12 13
14
15 16
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