20200758 Ver 2_U6010_Permit Package Buffer_20200505_20220922

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See Sheet 1A For Index of Sheets
See Sheet 1 B For Conventional Symbols
See Sheets I U- 9 and 1 C-y l or Survey Control Sheets
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* DENOTES SIGNAL
THIS PROJECT IS LOCATE[
BOUNDARIES OF THE CIT
IS NOT LOCATED WITHUN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
01
ALAMANCE COUNTY
BUFFER DRAWING
SHEET 1 OF 4
ITA�o� �Up-6010 p
6�
DATE: 05-05-2020
47145.1.1
PE
47145.2.1
ROWAJTIL
47145.3.1
CONST
I LOCATION: US 70 (S. CHURCH ST.) FROM WEST OF UNIVERSITY DR.
Z (SR 1311) TO WESTBROOK AVE. (SR 1309) IN BURLINGTON I
g
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS
3
CULVERT EXTENSIONS AND PAVEMENT MARKING o la
O Z
cle BUFFER IMPACTS PERMIT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ADT 2020 = 12,500 SUNWEOEsicNCRouPa�.
50 25 0 50 loo ADT 2040 = 14,400 x� °�©���
K = 13 D�0 Q �©
PLANS LENGTH OF ROADWAY TIP PROJECT U-6010 = 0.884 MILES 2018 STANDARD SPECIFICATIONS
P.L.
D = 50 D �0 SIGNATURE:
50 25 0 50 100 T = 3 % RIGHT OF WAY DATE. DAVID L. WILVER PE q s
PROJECT LxcrNLLR ROADWAY DESIGN ENGINEER a
V = 50 MPH TOTAL LENGTH OF TIP PROJECT U-6010 = 0.884 MILES MAY 31, 2019
PROFILE (HORIZONTAL) * TTST =2 DUAL 1 DAVID GARRETT
10 5 0 10 20 FUNC CLASS = LETTING DATE. PROJECT DESIGN ENGINEER
URBAN ARTERIAL OCTOBER 20, 2020
di
PROFILE (VERTICAL) NCDOT CONTACT rL
SIGNATURE:

ET STONEMOR NORTH CAROLINA LLC /LOUISE B HAZELWOOD PLANS PBLPAI D BY : PROJECT REFERENCE NO. SHEET NO.
6
LIFE ESTATE DETAIL 1 DETAIL 2 4
BUFFER DRAWING pqp�®NS U-60/0
a SPECIAL LATERAL BASE DITCH STANDARD BASE DITCH
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O INa�ro s,olel RALEicH, NORTH cAROLiNA, cEi9i asa-i3as RhV SHEET NO.
ELK SHEET 2 OF 4
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lI A POT STA,7f50,00 -L \ v u Mh D_L5 F, Mh.D=2.B Ft. DATE: 05-05-202�
C B=2.0 Ft, B=2.0 Ft.
,n, \5�025' 0 50' 100, 1HS MN`� )S \\LLJ STA.10+15 -L- RT `I`oazs''HWOODS ODS FROM STA.8+00 -L- TO STA. 11+00 -L- LTHs sre . TILK �DETAIL 3
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O /I T l T P DOCUMENT NOT CONSIDERED FINAL
_ --- REMOVE �- o - - _ i _ L% —FROM STA. 11+75 -L- To STA. 13+00 -L- LT UGT / // UNLESS ALL SIGNATURES COMPLETED
_ --?1, + ' D CONSTRUCTION
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EST.8 PEW E EiP � I � ELON TOWN LIMIT (OuT)
P vJ OF
LUTHERAN RETIREMENT MINISTRIES
a I O ALAMANCE COUNTY, NORTH CAROLINA
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PC S1 I7.42 -L �� z / LUTHERAN RETIREMENT MINISTRIES OF
T 21 C&, / / / P_IV ALAMANCE COUNTY, NORTH CAROLINA
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TE EST. 203 SY GEOTEXTILE BZ e—
R'o STA. 19+60 -L- LT STA. 19+90 -L- RT N 11
StES./ _KOZT 30" RCP I y.B / /
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TOPALLOWABLE IMPACTS ZONE 1 AccESSEASEMENT 0.n,c. SITE 2 'W% REMOVE
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"E ZP NO 186 LLC �� �0" CP V
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OFFSEE S7yY_ STq 73 n SEE RCP -IV BZ2— NOTE:SHEET 8 FOR -L- PROFILE
ALLOWABLE IMPACTS ZONE 2 EET , +Sp SEE SHEET 10 FOR -Y- PROFILE
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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
(ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
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
ZONE1 I ZONE2
SITE NO.1 STATION (FROM/TO
1 1 1 18+68 to 20+22-L-LT 1 1 33 1 62 1
(TOTAL: 1 33 1 62 1
2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5-5-2020
Alamance County
U-6010
47145.3.1
SHEET 4 OF 4
Rev.Jan 2009