NCC230971_Site Plan or Location Map_20230405

0-
A
SHEET TOTAL
NO. SHEETS
See Sheet I-A For Index of Sheets
1323 1321 135
1153
CITY OF HIGH POINT
N.C. KERSEY VALLEY RD 1
1320 1159 126
1152
INTENSTATE
HIGH POINT , s5 115s 15 1�50 1113
1193 1321 HIGH�i
4210
1159,1193 HIGH 1154 LOCATION. SR 1154 (KERSEY VALLEY ROAD), FROM 0.16 MILES SOUTH
� u LIMITS 1145
IN�STE END POINT CITY ; OF SR 1155 (CASHATT ROAD) TO SR 1158 (JACKSON LAKE ROAD),
JJ 1�79 PROJECT c 0.07 MILES NORTH OF SR 1287 (OLD JACKSON LAKE ROAD)
4060 4061 1 >T y � �'
OINT G
1287 N
1263 1243 TY L1MIT5 v ,
1155 , TYPE OF WORK. GRADING, DRAINAGE, PAVING, SIGNING,
1247 115s 1145
i( 1249 lzas 17z AND PAVEMENT MARKINGS
311 % �
119� � co
1198
1191N 1189 74E 31 a2 BEGIN CONSTRUCTION
Ce
1156 BEGIN p RICHLAND CREEK TRIBUTARY cn w —Y2— STA. 29 + 52 .70
PROJECT V O PROPOSED GATE
4010 �85E BEGIN CONSTRUCTION
' , 0- Y -DRI- STA. 11 + 50.00
1158 1157 122 4000 \
9 -Y3- SR 1158
\
LIMITS gaol-� JACKSON LAKE RD END CONSTRUCTION
LLJ 1156 aooz I I I I
610 O 4021
1299 4023 -Y2- STA. 26 + 53.73
ARCHDALE PROPOSED T-T R AR D
1165 1154
U N OUN
1169 I I
�� IGH POIN -
C� VICINITY MAP I CITY LIMITS��"
END CONSTRUCTION
Q4 I FITS —Y3— STA. 17 + 00.00 I
HIGH POINT ITY -Y2- SR 1154
C LIMITS �
�� 0000 KERSEY VALLEY RD
END PRO ECT J �
—L— POT STA 49 + 47.68 \ DR EWAY
BEGIN CONSTRUCTION \ CV)-Y3- STA. 13 + 90.00 \o -DRI-DRIVEWAY BEGIN CONSTRUCTION 00
d �
-Y2- STA. 12 + 80.00 p
\� JACKSON LAKE II END CONSTRUCTION
\ SUBSTATION
-Y2- STA. 10 + 12 .00
SR 1287 \\
OLD JACKSON LAKE RD
RICHLAND CREEK � II -Yl- SR 1155
I TRIBUTARY \� CASHATT RD
-Y3- SR 1158
JACKSON LAKE RD C
CITY LIMITS END CONSTRUCTION
-- -� p DINT I I I I{
RICHLAND CREEK HIGH _ -Yl- STA. 12 + 30.00
BEGIN CONSTR CTION
-Yl- STA. 10 + 00.00
�O
GAO
-Y2- SR 1154
KERSEY VALLEY RD
T --
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF HIGH POINT.
0 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Ill.
CITY OF HIGH POINT CONTACT: ROBBY STONE BEGIN PROJECT =y BEGIN I CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL
O �0 O UNLESS ALL SIGNATURES COMPLETED
a_ NCDOT - DIVISION 7 CONTACT: PAT WILSON L— POT STA 10 + 00.00 T —L— STA. 9 + 50.00
T
Prepared in the Office of: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
° moffatt & nichol ;: EssR 9
_ , 470R FALLS OF N CA ROAD,SUITE 300 ,", _�
ADT 2020 1 500 c9 19)7s 1-4626 VOICE c9 19)7s 1-4s69 FAX ' SEAL
by••
RALEIGH,NORTH CAROLINA 27609
T 50 25 0 50 100 ADT 2040 = N/A
NC License NO.: F-0 105 moffatt & n i c h o l = 034333
K = N/A % 2018 STANDARD SPECIFICATIONS
PLANS ° LENGTH OF ROADWAY PROJECT = 0.760 MILES PE' , M,,,°
0V110TIZ
2 1 D WA TOTAL LENGTH OF PROJECT = 0.760 MILES SIGNATURE:
0 50 5 0 50 00 T - WA /o RIGHT OF WAY DATE: TIM R. REID, P.E. ROADWAY DESIGN ENGINEER
Q PROJECT ENGINEER
� = 0 MPH JUNE 19 2022 ,, •CARp("�,,
m PROFILE 1�11
* TTST = 0% DUAL 1% �:oFES S/0ti HORIZONTAL 9 '-
o moffatt & nichol '� SEAL
�o T 10 5 0 10 20 FUNC CLASS = LOCAL LETTING DATE: TRENT E. HUFFMAN, P.E. = 015869
N ° PROJECT DESIGN ENGINEER '
oQ REGIONAL TIER APRIL 20, 2023 = ''•F'vGINt%
� PROFILE (VERTICAL)
SIGNATURE: