20210663 Ver 1_U-6018_Permit Drawings_BUFFER_20210325_20210325 (2)

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* PROPOSED SIGNAL' 4!1ii _•._ -
-� SITE 6 —L— STA. 77 + 86.12
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT �_ _Jill
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II * EXISTING SIGNAL I; l'i'' ,�, ,__ __ SITE 7
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Prepared °n the Office of: - HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH I I</‘ ) 0 �i
I MI ENGINEERING �
ADT 2018 = 11 ,300 LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES 1011 SCHAUB DRIVE, SUITE 100 �� �4A
-69 — 11/11 RALEIGH, NC 27606
50 25 0 50 100 ADT 2040 12,600 LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES ` MIENGINEERING (919)8516606 �o
-99 ' iii K = 11 RAMEY KEMP ASSOCIATES FIRM PE NUMBER : P-0671
ce-
n PLANS D = 55% TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES 5808 Faringdon Place Raleigh,North Carolina 27609 *
Phone:[phone] I www.rameykemp.com I NC License No.C-0910
ke T = 6%* 2018 STANDARD SPECIFICATIONS 1 SIGNATURE: willid - 11%
50 25 0 50 100 V = 50 MPH ROADWAY DESIGN ENGINEER
WI �LL ` 1 1 1 * TTST 2% + DUALS 4%
z JUNE 2020 CLAUDETTE M.K. ROQUE, PE III. * a
� Q PROFILE (HORIZONTAL) PROJECT ENGINEER Q
z RIGHT OF WAY DATE: �0
L- 10 5 0 10 20 FUNCTION CLASS: e Qe
NCDOT CONTACT.• CHRIS SMITHERMAN PE JUNE 14 2022
V MINOR ARTERIAL KAYLA M. POULOS El
�'
�, DIV 7 - PROJECT DELIVERY TEAM LEAD PROJECT DESIGNER 0 G°� Q�
J PROFILE (VERTICAL) REGIONAL TIER 336-487-0075 LETTING DATE.
SIGNATURE:
-69--69- } I

cr PROJECT REFERENCE NO. SHEET NO.
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BUFFER DRAWING U_6018 4
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o R/w o CHRISTINA T. SMITH 1 fe o z ,n, X I I NOTES: ROADWAY DESIGN HYDRAULICS
0Rr i o • Q / �e v 2 ; ; 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH ENGINEER ENGINEER
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NOTES: L \
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\ \ /. \ ``i, 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
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EST 1 TON /ham``/ ��! \T \a\,►, �� M�4CIA S. OTWELL
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/ ' .- DETAIL F
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o0o DETAIL K _ 5808 Faringdon Place
// _ �, ti/ - INOLTO2CILE)___ NC License No.C-0910
\ �' Q kSPECIAL CUT DITCH Raleigh,North Carolina 27609
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I ` I\\\ 11 I FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20
CVZl

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size/Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 -L-30+68.5 to 31+70 24in RCP 2238 1693
2 -L-44+97 to 46+10 36in Pipe Extension 28 1507
3 -Y9- 10+45 to 14+17 Proposed Roadway 6425 10529
4 -Y3-23+73.5 to 27+81 18in RCP& 18in RCP 10352 16927
5 -Y3- 14+76 to 15+65 Proposed Roadway 1835 560
6 -Y9- 14+63 to 14+99 Std. Base Ditch 1865 1142
7 -Y9-23+46 to 24+43 36in RCP 10918 6850
8 -Y6- 17+71 to 19+19 24in RCP 1819 925
TOTALS*: 25128 33558 0 16927 0 0 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/30/2020
GUILFORD
U-6018
47163.1.1
Revised 2018 Feb SHEET 12 OF 13

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
—
ZONE 1 ZONE 2
SITE NO. STATION (FROM/TO) (ft2) (ft2)
4 -Y3-24+24 to 25+06 4163 290
TOTAL: 4163 290
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/30/2020
GUILFORD
U-6018
47163.1.1
Revised 2018 Feb SHEET 13 OF 13
Rev.Jan 2009