20171000 Ver 1_Build Maps_20170810 (2)

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See Sheet 9 A Fo� Index of Sheets
GEGIN PROJECT B-56/7
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TO SR I458 HONOLULU H0.
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LOCATI011I: BRIDGE #41 OVER SWIFT CREEK
011t SR 1464 (PUGHTOWN RD.)
TYPE OF WORK: BRIDGE REPLACEME11lT, GUARDRAIL,
PAVING, GRADIIIIG AND DRAI11tAGE
BUFFER IMPACTS PERMIT
END CONSTRUC7/ON
-D- S7ATlON 11+09.48
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BEGIN BRIOGE �
-L- STATION I2+66.75
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
GRAPHIC SCALES DESIGN DATA
50 25 0 50 100 ADT 200 = 2015
ADT 250 = 2040
PLANS K = %
D = %
Sa 2S � S� ��� T= %*
V = 60 MPH
PROFILE (HORIZONTAL) * TTST =3% DUAL 3%
l0 5 0 l0 20 FUNC CLASS =
RURAL LOCAL TIER
END RRIOGE
-�- 57ATlON 14+09.25
PROJECT LENGTH
LENGTH ROADWAY PROJECT= Oo052 MILE
LENGHT STRUCTURE PROJECT= Oo033 MILE
TOTAL LENGTH �'l,'OJECT= Oo085 MILE
FND CON51"RUC/70N
-02- 57�ITlON 12+F1,t3f�
END PROJECT B-56Q
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�WETHERILL
ENGINEERING �»�.��_������� �,.�,
20l2 STANDARD SPECIF7CATIONS
RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE
TBD PROJECT ENGINEER
LETTIIVG DATE: g06 A. MAY, PE
MARCH ZO�H PROJECT DESIGN ENGINEER
NCDOT CONTACT: �NG JONES
D!V/SION 2 DOC CONTACT
9TAT6 9TATE PROJCCT ftEPERENC6 NO.
1a�o B-5617
PR01.N0. .A.PROI.NO.
45572.1.1
45572.2.1
45572.3.1
HI'DRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
PB.
PERMIT DRAWING
SHEET 1 OF 4
NC GRID
NAD 83/NSRS 2007
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INC�1M1�d.ETE PL.�NS
DO NOT USE FOft RAW AC�L*IgITION
DOCUMENT NOT CONSIDERED FINAL
UNLE55 ALL SIGNATURES COMPLETED

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� ALLOWABLE IMPACTS ZONE 1
� ALLOWABLE IMPACTS ZONE 2
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ROACH,LEALON D
I 2080 NELSON ROAD
GRIFTON.NC 28530
DB l08/ PG75/
9/23 AC
SITE 2
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PROPOSED
BRIDGE
PERMIT DRAWING
SHEET 3 OF 4
PROIECT REFERENCE NO. SHEET NO.
B-5617 4
RNJ SHEET NO.
ROADwAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC�MQ�LE E I�LAN3
DO NOT USE FOR / W ACQU[SITION
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W/6G/NS OGDEN LLOYD
6063 CLARK FORD ROAD
AYDEN. NC 28513
DB 693 PG 523
/06.96 AC
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EXISITNG R

RIPARAIN BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ftZ)
1 Bridge 12+63 to 13+25 Lt. X 631 434 1064
2 Bridge 12+52 to 13+07 Rt. X 826 524 1350
3 Bridge 13+69 to 14+30 Lt. X 1861 691 2553
4 Bridge 13+66 to 14+19 Rt. X 554 691 1245
TOTAL: 3872 2340 6212 0 0 0 0 0
Rev. SEP 2016