20200758 Ver 1_U6010_Permit Package Buffer_20200505_20200610

See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
See Sheets 1 C-1 and 1 C-2 h or Survey Control Sheets
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THIS PROJECT IS LOCATE[
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II.
11
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
s ALAMANCE CO UNTY
BUFFER DRAWING
SHEET 1 OF 4
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N.C.
U-6010
1
9TAT8 PROl.N0.
P.APROl. NO.
D89CRIPTION
DATE: 05-05-2020
47145.1.1
PE
47145.21
ROWAJTIL
47145.3.1
CONST
I LOCATION. US 70 (S. CHURCH ST.) FROM WEST OF UNIVERSITY DR.
QZ (SR 1311) TO WESTBROOK AVE. (SR 1309) IN BURLINGTON
J
CL TYPE OF WORK. GRADING, DRAINAGE, PAVING, SIGNALS
CULVERT EXTENSIONS AND PAVEMENT MARKING
O
BUFFER IMPACTS PERMIT
0
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0
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END TIP PROTECT U-6010
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

STONEMOR NORTH CAROLINA LLC /LOUISE B HAZELWOOD /
/} PLANS PRF.PAREn RY : PROJECT REFERENCE NO. SHEET NO.
LIFE ESTATE DETAIL 1 DETAIL 2
v SPECIAL LATERAL BASE DITCH STANDARD BASE DITCH BUFFER D RAW I N G PARSONS U-6010 4
O (Nw ro Swle) IN- scale) RALEIGH, NORTH GAROLIN.4, 11111854-1345 RAN SHEET NO.
6' BILK SHEET 2 O F 4 NC LICENSE NO. F-02a6
WALL IF�, \ L�ITHERAN RETIREMENT I G-nd G-M roR NINTH I-LINA Fear. of TnnNsvoNTAIII ROADWAY DESIGN HYDRAULICS
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I PLANTS L E A I 2' El DIT ° + ° °�� N SPECIAL CUT DITCH F( C('•AI F• 1"51119 1'
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esr eSr iw o R/W CD \ ° © ,,M1r�, y Prvm T ALAMANCE COUNTY, NORTH CAROLINA /
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SEE DETAIL 2
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CHANNEL IMPROVEMENTS LLI/ /
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CHANNEL IMPROVEMENTS ONE _ h/ / BI
V DE IL 7 DETAIL 8 EST. 35 TONS CL II RIPRAP RETAIN 15" RCP
INL CHANNEL IMPROVEME OUTLET CHANNEL IMPROVEMENTS EST. 150 SY GEOTEXTILE & DI �•��\�°-may//, DOD / /M�� BANK STABILIZATION
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(LOOKING DOOWWNSSTRTEAM) EST. 125 TONS CL II
EST. 203 SY GEOTEXTILE ° 0
Ao STA. 19+60 -L- LT STA.19+90 -L- RT BZ 2 B I
30" RCP-g"' /
A� / VARIABLE WIDTH PRIVATE VE CB yr
ALLOWABLE IMPACTS ZONE 1 ACCESS EASEMENT D.a1 SITE 2 2 " �P REMOVE
FIAT l l r�'C C BZ 1-
�� ZP NO 186 LLC CH ONE 0" CP IV / REP IV 2—
/ ALLOWABLE IMPACTS ZONE 2 SEE SHEET �A 73' [iS2EESHEET 8 FOR -L- PROFILE
SEE SHEET 10 FOR -Y- PROFILE

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
ft ft ft ft ft ft ft ft
(2) (2) (2) (2) (2) (2) (2) (2)
1
18+68 to 20+22-L-
2 at 7'x7' RCBC EXTENSIONS
X
9301
4523
13824
2
13+58 to 15+30-Y-
2 at 8'x6' RCBC EXTENSION
X
7378
3421
10799
TOTALS*:
16679
1 7944
1 24623
1 0
1 0
1 0
1 0
0
NOTES:
2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE 1 ZONE 2
SITE NO. STATION (FROM/TO) (rt�� (It2)
1 1 18+68 to 20+22-L-LT 1 33 62
ITOTAL: 1 33 1 62 1
lRevised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5-5-2020
Alamance County
U-6010
47145.3.1
SHEET 4 OF 9
Rev.Jan 2009