SW3170503 (2)

GERALD W. HINSON and wife, �I \
KIMBERLY M. HINSON I'
DB 4074 PG 259
PID #4691-32-7633 I I J
° °
PROPOSED FUTURE ROADWAY
IMPROVEMENTS FOR
REFERENCE ONLY
CURTIS L. ANDREWS, JR.
ROBERT E.
ANDREWS
MICHAEL J.
ANDREWS
LARRY B.
ANDREWS
SHERRI A.
GRAHAM
DB 11555
PG 272
PID #4691-31-9145
PROPOSED FUTURE BUILDING
FOR REFERENCE ONLY
POST DEVELOPMENT
DRAINAGE AREA #1C
(BYPASS C)
D.A. = 2.14 AC.
CN = 58
Tc = 5.0 min.
I
/
/
/
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NANCY A. SMITH and husband,
RICHARD A. SMITH \ _,
DB 10422 PG 344 —
PID #4690-49-5667
PROPOSED FUTURE ROADWAY
IMPROVEMENTS FOR /
REFERENCE ONLY
POST DEVELOPMENT
DRAINAGE AREA #2A
D.A. = 1.96 AC.
CN=57
Tc 11.3 min.
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ROAD IMPROVEMENTS INCLUDED IN -- o °
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POST DEVELOPMENT
DRAINAGE AREA #113
(BYPASS B)
D.A. = 4.76 AC.
CN 58
Tc = 5.0 min.
/ CK GFS HOLDING, LLC
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DB 11261 PG 135
LOT 8
AFTON RIDGE, PHASE III
° MB 60 PG 55 & 56
PID #4691-60-9892
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POST DEVELOPMENT
DRAINAGE AREA #213
D.A. = 2.04 AC.
CN = 57
Tc 11.3 min.
STUDY POINT #2
DA VIDSON HIGH WA Y
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VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC AND ALTA/NSPS LAND TITLE SURVEY ISSUE
DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
3 4
2
1
SHEET KEY N.T.S. a)
CURRENT SHEET
LEGEND
SYMBOL
FUTURE IMPERVIOUS AREA
MENEEMENEEN DRAINAGE AREA
DRAINAGE SUB—AREA
TIME OF CONCENTRATION PATH
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
p+ 919 719 1800 f+ 919 719 1819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
DETAIL
-�- 6979 UNTZ ROAD
CONCORD, NC 28027
THIS SHEET FOR
REFERENCE ONLY
I �
1
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
POST —
DEVELOPMENT
DRAINAGE AREA
MAP
Project No.
4386.04
Issued
04/21/17
Revised
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SCALE: 1"=120'
0 60' 120' 240'
C-422
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2017