20230527 Ver 1_Design/Maps/Site Plans_20230608

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6
v v vv o
v v w
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v v v v EX. WOODLINE (TYP.)MINIM
40,
70
\ \ \ I. O r------- _ -
50' STREAM BUFFER
NOTES:
_ r -- 1. UTILITY INSTALLATION AND IMPACTS SHALL FOLLOW ALL
\ �� V / APPROVED PERMITS.
00-000 -
O _� _ _ - - PERMANENT STREAM IMPACT:
0 _ - - - ( 59 LF/AVERAGE WIDTH = 4' 236 SF (.0054 AC)
RIP RAP APRON IMPACTS: 25 LF/AVERAGE WIDTH 4' 100 SF
TOTAL: 84 LF/(0.0077 AC)
TEMPORARY STREAM IMPACTS:
19 LF (AVG WIDTH 4') = 76 SF (.0017 AC)
STREAM TOP OF BANK 4 l /
i 10 LF 36" 48 LF 36 CMP @ 10.9%/ CENTERLINE
6$4 - CMP @ OF STREAM i
30'ZONE 1-
- - 69$
---100-
_ O
- - - _- 00- t_ I-00_ 20' ZONE 2 ,
7G'0$ --fir - --_ �►
50 STREAM BUFFER tot�— — — -
- i
--
_ 712
71
30 0 15 30 60 120
SCALE: 1" = 30'
Civil Engineers and Land Surveyors
8518 Triad Drive, Colfax, NC 27235
www.feiconsulting.com
[phone]
License No. C-0950
PERMANENT TEMPORARY PERMANENT TEMPORARY 6 MIL. PLASTIC PUMP EXCESS WATER TO
BUFFER BUFFER STREAM/CULVERT STREAM STREAM APPROVED DEWATERING DEV
IMPACT IMPACT IMPACT IMPACT
20 0 10 20 40 80
SCALE: 1" = 20'
MIDDLETON PHASE 2
STREAM IMPACT MAP
PROJECT LOCATION:
OWNER INFORMATION:
TOWNSHIP: LEXINGTON
RONNIE PARKER
COUNTY: DAVIDSON
IRS PARKER HOMES
STATE: NORTH CAROLINA
502 HICKORY RIDGE DRIVE
GREENSBORO, INC 27409
DRY WORK AREA
nr
SAND OR GRAVEL BAG COFFERDAM
FOR BYPASS PUMP AROUND
NOT TO SCALE
NO
DATE
REVISION NOTE
DRAWN BY: CAH
EXHIBIT
Q
CHECKED BY: RB
DATE: 06/08/2023
2
Q
PROJECT NO.: 18310.001
REF. NO.: -
®
SCALE: 1° = 30'
3 OF 6
E:\Drawings_&_Projects\PROJ\18310.008
Middleton Phase 2\Drawings\Sheets
NOT FOR CONSTRUCTION