20051854 Ver 2_More Info Received_20070601

ColeJenest
& Stone
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
p: 704 376 1555 t+ 704 376 7851 ",+www.colejeneststone.com
May 31, 2007
Charlotte
Raleigh
'gV91
19JUN 12007
Jtr?k WATFR QUALITY
ANDSTORIIPNA
Ms. Cynthia F. Van Der Wiele, Ph.D. ftlwps
Shaping the Environment North Carolina Department of Environment and Natural Resources
Realizing the Possibilities Division of Water Quality
401401 Oversight/ Express Review Permitting Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: 3333 - Moores Chapel Road 1-485 Retail / DWQ EXP No. 05-1854v2
Dear Ms. Van Der Wiele:
Per our recent phone conversation regarding your request for more information for the
above referenced project, please find below our responses to addressing your concerns
to the attached proposed plans.
Land Planning 1. The worksheet you submitted was incomplete; the forebay volume was not
+ filled in. RESPONSE: [This information has been added to the
Landscape Architecture worksheet and a revised worksheet have been included with this
+ submittal.]
Civil Engineering
+ 2. Your drawdown period appears to extend beyond the recommended 2-5
Urban Design days. DWQ recommends using a larger orifice. RESPONSE: [Design of
the outlet structure and 3" orifice has been approved by the City of
Charlotte Engineering Department. In effort to not redesign the outlet
structure and resubmit to the City for review we have attached a
detailed analysis of the hydrograph showing the elevation vs. time
drawdown for the 2yr-10yr-and 50yr storm events. The drawdown
period falls within the 2-5 day requirement.]
3. Please provide a worksheet for the level spreader. [Per our phone
conversation the existing slope constraints are not conducive for a
level spreader design per the new NCDENR specifications and
ultimately have been eliminated from the design of the water
quality/detention pond outlet. A Class I riprap apron has been
proposed in lieu of a level spreader. As a result a worksheet is not
required with this submittal.]
4. Please include the detail sheet for the level spreader; Sheet C605.1 was
not included in the submittal package. [The design for a level spreader
has been eliminated from the plans. Sheet C605.1 has been included
with this submittal as it shows a detail for the concrete endwall with
energy dissipater to be used for the pond outlet.]
MAProject Files\3333\2007\Response Lellers\053107_VanDerWiele Comment Responses.doc

5. Please include the level spreader in your Operation and Maintenance
Agreement as this is part of your stormwater treatment system. [The level
spreader has been eliminated from the plans therefore is not needed
on the Operation and Maintenance Agreement.]
We feel that all outstanding comments and concerns to your recent request for more
information have been adequately addressed per our phone conversation and this
submittal package. If for any reason you have further concerns or have any questions
regarding our responses or revisions please feel free to contact me. Thank you for your
continued assistance with this project.
Best regards,
COLEJENEST & STONE, P.A.
suss-,E •?t"? ?? - ?-3?c
William E. Boston, Jr.
spc
cc: Mr. Darius Olesky, PE - LPG
Mr. Dudley D. Stone, PE - CJS w/ attachment
Mr. Mark S. Van Sickle, RLA - CJS w/ attachment
MAProject Files\3333\2007\Response Letters\053107_VanDerWiele Comment Responses.doc
698-
t
697
696
w
6951
? i
i
694 - -
0 10 20
Elev. vs. Time
POND 10 OUT 50 'fR
30 40 50 60
Time (hrs)
70 80 90 100 110
Type.... Time-Elev Page 10.21
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPPOJ\3333\Engineering\05 City Submittal_030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in
--- each row.
------
- --I-
1.1000 -------
694.00 --
694.00 ----
694.00 694.00 694.00
1.3500 694.00 694.00 694.01 694.01 694.01
1.6000 I 694.02 694.02 694.03 694.03 694.04
1.8500 694.05 694.06 694.07 694.08 694.09
2.1000 694.11 694.12 694.14 694.16 694.18
2.3500 694.21 694.23 694.26 694.29 694.33
2.6000 694.38 694.43 694.49 694.56 694.64
2.8500 I 694.74 694.87 695.03 695.26 695.58
3.1000 I 695.98 696.35 696.60 696.77 696.88 Spr(e
3.3500 I 696.95 697.01 697.04 697.06 697.07

A
?
69 7 0l
S £
3.6000 697.07 697.07 697.06 697.05 4)(.
697.04 ---p W
3.8500 697.03 697.02 697.01 697.00 696.99
4.1000 696.98 696.96 696.94 696.93 696.91
4.3500 I 696.89 696.88 696.86 696.84 696.83
4.6000 696.81 696.79 696.77 696.75 696.74
4.8500 696.72 696.70 696.69 696.67 696.66
5.1000 696.64 696.63 696.61 696.60 696.58
5.3500 696.57 696.56 696.54 696.53 696.52
5.6000 696.51 696.49 696.48 696.47 696.46
5.8500 696.45 696.44 696.43 696.41 696.40
6.1000 696.39 696.37 696.35 696.33 696.31
6.3500 696.29 696.27 696.26 696.24 696.23
6.6000 I 696.21 696.20 696.18 696.17 696.15
6.8500 696.14 696.13 696.12 696.11 696.10
7.1000 696.08 696.07 696.06 696.05 696.04
7.3500 696.03 696.03 696.02 696.01 696.00
7.6000 695.99 695.99 695.98 695.97 695.96
7.8500 695.95 695.95 695.94 695.93 695.93
8.1000 695.92 695.91 695.91 695.90 695.89
8.3500 695.89 695.88 695.88 695.87 695.87
8.6000 695.86 695.85 695.85 695.84 695.84
8.8500 695.83 695.83 695.82 695.82 695.81
9.1000 695.81 695.81 695.80 695.80 695.79
9.3500 695.79 695.78 695.78 695.78 695.77
9.6000 695.77 695.76 695.76 695.76 695.75
9.8500 695.75 695.75 695.74 695.74 695.74
10.1000 695.73 695.73 695.73 695.73 695.72
10.3500 695.72 695.72 695.71 695.71 695.71
10.6000 695.71 695.70 695.70 695.70 695.70
10.8500 695.69 695.69 695.69 695.69 695.69
11.1000 695.68 695.68 695.68 695.68 695.67
11.3500 I 695.67 695.67 695.67 695.67 695.67
11.6000 695.66 695.66 695.66 695.66 695.66
SIN: AAYXYWJSP269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.22
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05 City Submittal_030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first value in
--- each row.
----
----------
11.8500 --------
695.66 ------
695.65 ----
695.65 --
695.65 695.65
12.1000 695.65 695.65 695.64 695.64 695.64
12.3500 695.64 695.64 695.64 695.64 695.63
12.6000 695.63 695.63 695.63 695.63 695.63
12.8500 695.63 695.62 695.62 695.62 695.62
13.1000 1 695.62 695.62 695.61 695.61 695.61
13.3500 695.61 695.61 695.61 695.61 695.60
13.6000 1 695.60 695.60 695.60 695.60 695.60
13.8500 695.60 695.59 695.59 695.59 695.59
14.1000 695.59 695.59 695.58 695.58 695.58
14.3500 695.58 695.58 695.58 695.58 695.57
14.6000 695.57 695.57 695.57 695.57 695.57
14.8500 695.57 695.56 695.56 695.56 695.56
15.1000 695.56 695.56 695.56 695.55 695.55
15.3500 695.55 695.55 695.55 695.55 695.55
15.6000 695.54 695.54 695.54 695.54 695.54
15.8500 695.54 695.53 695.53 695.53 695.53
16.1000 I 695.53 695.53 695.53 695.52 695.52
16.3500 695.52 695.52 695.52 695.52 695.52
16.6000 695.51 695.51 695.51 695.51 695.51
16.8500 695.51 695.51 695.50 695.50 695.50
17.1000 1 695.50 695.50 695.50 695.50 695.49
17.3500 1 695.49 695.49 695.49 695.49 695.49
17.6000 695.49 695.48 695.48 695.48 695.48
17.8500 1 695.48 695.48 695.48 695.47 695.47
18.1000 695.47 695.47 695.47 695.47 695.47
18.3500 1 695.46 695.46 695.46 695.46 695.46
18.6000 695.46 695.45 695.45 695.45 695.45
18.8500 695.45 695.45 695.45 695.44 695.44
19.1000 695.44 695.44 695.44 695.44 695.44
19.3500 695.43 695.43 695.43 695.43 695.43
19.6000 695.43 695.43 695.42 695.42 695.42
19.8500 695.42 695.42 695.42 695.42 695.41
20.1000 695.41 695.41 695.41 695.41 695.41
20.3500 1 695.41 695.40 695.40 695.40 695.40
20.6000 695.40 695.40 695.40 695.39 695.39
20.8500 695.39 695.39 695.39 695.39 695.39
21.1000 695.38 695.38 695.38 695.38 695.38
21.3500 1 695.38 695.38 695.38 695.37 695.37
21.6000 695.37 695.37 695.37 695.37 695.37
21.8500 695.36 695.36 695.36 695.36 695.36
22.1000 I 695.36 695.36 695.35 695.35 695.35
22.3500 i 695.35 695.35 695.35 695.35 695.34
22.6000 695.34 695.34 695.34 695.34 695.34
SIN: AAYXYWJSP269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.23
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05 City Submittal 030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first value in
------ each row.
----
- ---I-
22.8500 -------
695.34 -----
695.33 -----
695.33 -
695.33 695.33
23.1000 I 695.33 695.33 695.33 695.33 695.32
23.3500 1 695.32 695.32 695.32 695.32 695.32
23.6000 1 695.32 695.31 695.31 695.31 695.31
23.8500 695.31 695.31 695.31 695.30 695.30
24.1000 695.30 695.30 695.30 695.30 695.30
24.3500 695.30 695.29 695.29 695.29 695.29
24.6000 695.29 695.29 695.29 695.28 695.28
24.8500 695.28 695.28 695.28 695.28 695.28
25.1000 695.28 695.27 695.27 695.27 695.27
25.3500 695.27 695.27 695.27 695.26 695.26
25.6000 695.26 695.26 695.26 695.26 695.26
25.8500 1 695.26 695.25 695.25 695.25 695.25
26.1000 1 695.25 695.25 695.25 695.24 695.24
26.3500 695.24 695.24 695.24 695.24 695.24
26.6000 1 695.24 695.23 695.23 695.23 695.23
26.8500 1 695.23 695.23 695.23 695.22 695.22
27.1000 1 695.22 695.22 695.22 695.22 695.22
27.3500 1 695.22 695.21 695.21 695.21 695.21
27.6000 695.21 695.21 695.21 695.21 695.20
27.8500 695.20 695.20 695.20 695.20 695.20
28.1000 1 695.20 695.19 695.19 695.19 695.19
28.3500 1 695.19 695.19 695.19 695.19 695.18
28.6000 I 695.18 695.18 695.18 695.18 695.18
28.8500 1 695.18 695.18 695.17 695.17 695.17
29.1000 1 695.17 695.17 695.17 695.17 695.17
29.3500 I 695.16 695.16 695.16 695.16 695.16
29.6000 695.16 695.16 695.16 695.15 695.15
29.8500 1 695.15 695.15 695.15 695.15 695.15
30.1000 695.15 695.14 695.14 695.14 695.14
30.3500 1 695.14 695.14 695.14 695.14 695.13
30.6000 695.13 695.13 695.13 695.13 695.13
30.8500 1 695.13 695.13 695.12 695.12 695.12
31.1000 695.12 695.12 695.12 695.12 695.12
31.3500 1 695.11 695.11 695.11 695.11 695.11
31.6000 695.11 695.11 695.11 695.10 695.10
31.8500 695.10 695.10 695.10 695.10 695.10
32.1000 695.10 695.09 695.09 695.09 695.09
32.3500 695.09 695.09 695.09 695.09 695.08
32.6000 695.08 695.08 695.08 695.08 695.08
32.8500 695.08 695.08 695.07 695.07 695.07
33.1000 695.07 695.07 695.07 695.07 695.07
33.3500 695.06 695.06 695.06 695.06 695.06
33.6000 695.06 695.06 695.06 695.06 695.05
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.24
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... 2:\SDSKPROJ\3333\Engineering\05 City Submittal 030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
----------
---------I-
33.8500 ---------------
695.05 -----------
695.05 -----
695.05 ----
695.05 695.05
34.1000 695.05 695.05 695.04 695.04 695.04
34.3500 695.04 695.04 695.04 695.04 695.04
34.6000 695.03 695.03 695.03 695.03 695.03
34.8500 695.03 695.03 695.03 695.03 695.02
35.1000 I 695.02 695.02 695.02 695.02 695.02
35.3500 695.02 695.02 695.01 695.01 695.01
35.6000 695.01 695.01 695.01 695.01 695.01
35.8500 695.01 695.00 695.00 695.00 695.00
36.1000 695.00 695.00 695.00 695.00 694.99
36.3500 I 694.99 694.99 694.99 694.99 694.99
36.6000 694.99 694.99 694.98 694.98 694.98
36.8500 694.98 694.98 694.98 694.98 694.98
37.1000 694.97 694.97 694.97 694.97 694.97
37.3500 I 694.97 694.97 694.97 694.97 694.96
37.6000 I 694.96 694.96 694.96 694.96 694.96
37.8500 694.96 694.96 694.95 694.95 694.95
38.1000 694.95 694.95 694.95 694.95 694.95
38.3500 694.94 694.94 694.94 694.94 694.94
38.6000 I 694.94 694.94 694.94 694.94 694.93
38.8500 694.93 694.93 694.93 694.93 694.93
39.1000 694.93 694.93 694.92 694.92 694.92
39.3500 694.92 694.92 694.92 694.92 694.92
39.6000 694.92 694.91 694.91 694.91 694.91
39.8500 I 694.91 694.91 694.91 694.91 694.90
40.1000 694.90 694.90 694.90 694.90 694.90
40.3500 694.90 694.90 694.90 694.89 694.89
40.6000 694.89 694.89 694.89 694.89 694.89
40.8500 694.89 694.89 694.88 694.88 694.88
41.1000 694.88 694.88 694.88 694.88 694.88
41.3500 694.88 694.87 694.87 694.87 694.87
41.6000 694.87 694.87 694.87 694.87 694.87
41.8500 694.86 694.86 694.86 694.86 694.86
42.1000 694.86 694.86 694.86 694.86 694.85
42.3500 694.85 694.85 694.85 694.85 694.85
42.6000 694.85 694.85 694.85 694.84 694.84
42.8500 694.84 694.84 694.84 694.84 694.84
43.1000 694.84 694.84 694.83 694.83 694.83
43.3500 694.83 694.83 694.83 694.83 694.83
43.6000 694.83 694.82 694.82 694.82 694.82
43.8500 694.82 694.82 694.82 694.82 694.82
44.1000 694.81 694.81 694.81 694.81 694.81
44.3500 694.81 694.81 694.81 694.81 694.80
44.6000 694.80 694.80 694.80 694.80 694.80
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.25
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05 City Submittal_030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first value in
-------- each row.
-----------
----------
44.8500 ------- --
694.80 ---- -
694.80 --- -
694.80 ------
694.80 694.79
45.1000 ( 694.79 694.79 694.79 694.79 694.79
45.3500 694.79 694.79 694.79 694.78 694.78
45.6000 694.78 694.78 694.78 694.78 694.78
45.8500 694.78 694.78 694.78 694.77 694.77
46.1000 I 694.77 694.77 694.77 694.77 694.77
46.3500 694.77 694.77 694.77 694.76 694.76
46.6000 694.76 694.76 694.76 694.76 694.76
46.8500 694.76 694.76 694.75 694.75 694.75
47.1000 694.75 694.75 694.75 694.75 694.75
47.3500 I 694.75 694.75 694.74 694.74 694.74
47.6000 1 694.74 694.74 694.74 694.74 694.74
47.8500 694.74 694.74 694.73 694.73 694.73
48.1000 694.73 694.73 694.73 694.73 694.73
48.3500 694.73 694.73 694.72 694.72 694.72
48.6000 I 694.72 694.72 694.72 694.72 694.72
48.8500 694.72 694.72 694.71 694.71 694.71
49.1000 694.71 694.71 694.71 694.71 694.71
49.3500 694.71 694.71 694.70 694.70 694.70
49.6000 694.70 694.70 694.70 694.70 694.70
49.8500 694.70 694.70 694.69 694.69 694.69
50.1000 1 694.69 694.69 694.69 694.69 694.69
50.3500 I 694.69 694.69 694.69 694.68 694.68
50.6000 694.68 694.68 694.68 694.68 694.68
50.8500 694.68 694.68 694.68 694.67 694.67
51.1000 694.67 694.67 694.67 694.67 694.67
51.3500 694.67 694.67 694.67 694.66 694.66
51.6000 694.66 694.66 694.66 694.66 694.66
51.8500 694.66 694.66 694.66 694.66 694.65
52.1000 1 694.65 694.65 694.65 694.65 694.65
52.3500 694.65 694.65 694.65 694.65 694.65
52.6000 694.64 694.64 694.64 694.64 694.64
52.8500 694.64 694.64 694.64 694.64 694.64
53.1000 694.63 694.63 694.63 694.63 694.63
53.3500 1 694.63 694.63 694.63 694.63 694.63
53.6000 1 694.63 694.62 694.62 694.62 694.62
53.8500 694.62 694.62 694.62 694.62 694.62
54.1000 694.62 694.62 694.61 694.61 694.61
54.3500 694.61 694.61 694.61 694.61 694.61
54.6000 I 694.61 694.61 694.61 694.60 694.60
54.8500 I 694.60 694.60 694.60 694.60 694.60
55.1000 694.60 694.60 694.60 694.60 694.60
55.3500 694.59 694.59 694.59 694.59 694.59
55.6000 694.59 694.59 694.59 694.59 694.59
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.26
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05_City Submittal_030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in
--- each row.
-----
---------I-
55.8500 ---------------
694.59 ----------
694.58 ----
694.58 ----
694.58 694.58
56.1000 694.58 694.58 694.58 694.58 694.58
56.3500 694.58 694.58 694.57 694.57 694.57
56.6000 694.57 694.57 694.57 694.57 694.57
56.8500 694.57 694.57 694.57 694.57 694.56
57.1000 694.56 694.56 694.56 694.56 694.56
57.3500 694.56 694.56 694.56 694.56 694.56
57.6000 694.55 694.55 694.55 694.55 694.55
57.8500 694.55 694.55 694.55 694.55 694.55
58.1000 I 694.55 694.55 694.54 694.54 694.54
58.3500 694.54 694.54 694.54 694.54 694.54
58.6000 694.54 694.54 694.54 694.54 694.53
58.8500 694.53 694.53 694.53 694.53 694.53
59.1000 694.53 694.53 694.53 694.53 694.53
59.3500 694.53 694.52 694.52 694.52 694.52
59.6000 694.52 694.52 694.52 694.52 694.52
59.8500 I 694.52 694.52 694.52 694.51 694.51
60.1000 694.51 694.51 694.51 694.51 694.51
60.3500 694.51 694.51 694.51 694.51 694.51
60.6000 694.50 694.50 694.50 694.50 694.50
60.8500 694.50 694.50 694.50 694.50 694.50
61.1000 694.50 694.50 694.49 694.49 694.49
61.3500 694.49 694.49 694.49 694.49 694.49
61.6000 694.49 694.49 694.49 694.49 694.48
61.8500 I 694.48 694.48 694.48 694.48 694.48
62.1000 694.48 694.48 694.48 694.48 694.48
62.3500 694.48 694.47 694.47 694.47 694.47
62.6000 694.47 694.47 694.47 694.47 694.47
62.8500 I 694.47 694.47 694.47 694.47 694.46
63.1000 I 694.46 694.46 694.46 694.46 694.46
63.3500 694.46 694.46 694.46 694.46 694.46
63.6000 694.46 694.45 694.45 694.45 694.45
63.8500 I 694.45 694.45 694.45 694.45 694.45
64.1000 694.45 694.45 694.45 694.45 694.44
64.3500 694.44 694.44 694.44 694.44 694.44
64.6000 694.44 694.44 694.44 694.44 694.44
64.8500 694.44 694.44 694.43 694.43 694.43
65.1000 694.43 694.43 694.43 694.43 694.43
65.3500 I 694.43 694.43 694.43 694.43 694.43
65.6000 I 694.43 694.42 694.42 694.42 694.42
65.8500 694.42 694.42 694.42 694.42 694.42
66.1000 694.42 694.42 694.42 694.42 694.42
66.3500 694.41 694.41 694.41 694.41 694.41
66.6000 694.41 694.41 694.41 694.41 694.41
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.27
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... 2:\SDSKPROJ\3333\Engineering\05 City Submittal 030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
-----------
---------I-
66.8500 I ---------------
694.41 ------
694.41 ---
694.41 ------
694.41 694.40
67.1000 694.40 694.40 694.40 694.40 694.40
67.3500 694.40 694.40 694.40 694.40 694.40
67.6000 694.40 694.40 694.40 694.39 694.39
67.8500 694.39 694.39 694.39 694.39 694.39
68.1000 694.39 694.39 694.39 694.39 694.39
68.3500 694.39 694.39 694.39 694.38 694.38
68.6000 694.38 694.38 694.38 694.38 694.38
68.8500 694.38 694.38 694.38 694.38 694.38
69.1000 694.38 694.38 694.38 694.37 694.37
69.3500 694.37 694.37 694.37 694.37 694.37
69.6000 I 694.37 694.37 694.37 694.37 694.37
69.8500 694.37 694.37 694.37 694.37 694.36
70.1000 694.36 694.36 694.36 694.36 694.36
70.3500 694.36 694.36 694.36 694.36 694.36
70.6000 694.36 694.36 694.36 694.36 694.36
70.8500 694.35 694.35 694.35 694.35 694.35
71.1000 694.35 694.35 694.35 694.35 694.35
71.3500 694.35 694.35 694.35 694.35 694.35
71.6000 I 694.35 694.35 694.34 694.34 694.34
71.8500 I 694.34 694.34 694.34 694.34 694.34
72.1000 694.34 694.34 694.34 694.34 694.34
72.3500 694.34 694.34 694.34 694.34 694.33
72.6000 694.33 694.33 694.33 694.33 694.33
72.8500 I 694.33 694.33 694.33 694.33 694.33
73.1000 I 694.33 694.33 694.33 694.33 694.33
73.3500 694.33 694.33 694.32 694.32 694.32
73.6000 694.32 694.32 694.32 694.32 694.32
73.8500 694.32 694.32 694.32 694.32 694.32
74.1000 694.32 694.32 694.32 694.32 694.32
74.3500 694.31 694.31 694.31 694.31 694.31
74.6000 694.31 694.31 694.31 694.31 694.31
74.8500 694.31 694.31 694.31 694.31 694.31
75.1000 694.31 694.31 694.31 694.30 694.30
75.3500 694.30 694.30 694.30 694.30 694.30
75.6000 I 694.30 694.30 694.30 694.30 694.30
75.8500 I 694.30 694.30 694.30 694.30 694.30
76.1000 694.30 694.30 694.30 694.29 694.29
76.3500 694.29 694.29 694.29 694.29 694.29
76.6000 694.29 694.29 694.29 694.29 694.29
76.8500 694.29 694.29 694.29 694.29 694.29
77.1000 694.29 694.29 694.29 694.28 694.28
77.3500 694.28 694.28 694.28 694.28 694.28
77.6000 694.28 694.28 694.28 694.28 694.28
S/N: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.28
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05 City Submittal 030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for
- first value in
------- each row.
---------I-
77.8500 ---------------
694.28 -----------
694.28 ---------
694.28 --
694.28 694.28
78.1000 694.28 694.28 694.28 694.28 694.27
78.3500 694.27 694.27 694.27 694.27 694.27
78.6000 694.27 694.27 694.27 694.27 694.27
78.8500 694.27 694.27 694.27 694.27 694.27
79.1000 694.27 694.27 694.27 694.27 694.27
79.3500 694.26 694.26 694.26 694.26 694.26
79.6000 694.26 694.26 694.26 694.26 694.26
79.8500 694.26 694.26 694.26 694.26 694.26
80.1000 694.26 694.26 694.26 694.26 694.26
80.3500 694.26 694.26 694.25 694.25 694.25
80.6000 694.25 694.25 694.25 694.25 694.25
80.8500 694.25 694.25 694.25 694.25 694.25
81.1000 694.25 694.25 694.25 694.25 694.25
81.3500 694.25 694.25 694.25 694.25 694.25
81.6000 694.25 694.24 694.24 694.24 694.24
81.8500 694.24 694.24 694.24 694.24 694.24
82.1000 694.24 694.24 694.24 694.24 694.24
82.3500 694.24 694.24 694.24 694.24 694.24
82.6000 694.24 694.24 694.24 694.24 694.24
82.8500 694.23 694.23 694.23 694.23 694.23
83.1000 694.23 694.23 694.23 694.23 694.23
83.3500 694.23 694.23 694.23 694.23 694.23
83.6000 694.23 694.23 694.23 694.23 694.23
83.8500 I 694.23 694.23 694.23 694.23 694.23
84.1000 694.22 694.22 694.22 694.22 694.22
84.3500 I 694.22 694.22 694.22 694.22 694.22
84.6000 694.22 694.22 694.22 694.22 694.22
84.8500 694.22 694.22 694.22 694.22 694.22
85.1000 694.22 694.22 694.22 694.22 694.22
85.3500 694.22 694.22 694.21 694.21 694.21
85.6000 694.21 694.21 694.21 694.21 694.21
85.8500 694.21 694.21 694.21 694.21 694.21
86.1000 694.21 694.21 694.21 694.21 694.21
86.3500 694.21 694.21 694.21 694.21 694.21
86.6000 694.21 694.21 694.21 694.21 694.20
86.8500 694.20 694.20 694.20 694.20 694.20
87.1000 694.20 694.20 694.20 694.20 694.20
87.3500 694.20 694.20 694.20 694.20 694.20
87.6000 694.20 694.20 694.20 694.20 694.20
87.8500 694.20 694.20 694.20 694.20 694.20
88.1000 694.20 694.20 694.20 694.19 694.19
88.3500 694.19 694.19 694.19 694.19 694.19
88.6000 694.19 694.19 694.19 694.19 694.19
SIN: AAYXYWJ52269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.29
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05 City Submittal 030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for first value in each row.
-
--
---------I-
88.8500 I ---------------
694.19 ------------
694.19 ----
694.19 -----------
694.19 ------
-
694.19
89.1000 694.19 694.19 694.19 694.19 694.19
89.3500 694.19 694.19 694.19 694.19 694.19
89.6000 I 694.19 694.19 694.19 694.19 694.18
89.8500 I 694.18 694.18 694.18 694.18 694.18
90.1000 694.18 694.18 694.18 694.18 694.18
90.3500 694.18 694.18 694.18 694.18 694.18
90.6000 694.18 694.18 694.18 694.18 694.18
90.8500 694.18 694.18 694.18 694.18 694.18
91.1000 694.18 694.18 694.18 694.18 694.18
91.3500 694.18 694.17 694.17 694.17 694.17
91.6000 694.17 694.17 694.17 694.17 694.17
91.8500 694.17 694.17 694.17 694.17 694.17
92.1000 694.17 694.17 694.17 694.17 694.17
92.3500 694.17 694.17 694.17 694.17 694.17
92.6000 694.17 694.17 694.17 694.17 694.17
92.8500 694.17 694.17 694.17 694.17 694.17
93.1000 694.16 694.16 694.16 694.16 694.16
93.3500 694.16 694.16 694.16 694.16 694.16
93.6000 694.16 694.16 694.16 694.16 694.16
93.8500 694.16 694.16 694.16 694.16 694.16
94.1000 694.16 694.16 694.16 694.16 694.16
94.3500 694.16 694.16 694.16 694.16 694.16
94.6000 694.16 694.16 694.16 694.16 694.16
94.8500 694.16 694.16 694.15 694.15 694.15
95.1000 694.15 694.15 694.15 694.15 694.15
95.3500 694.15 694.15 694.15 694.15 694.15
95.6000 694.15 694.15 694.15 694.15 694.15
95.8500 694.15 694.15 694.15 694.15 694.15
96.1000 694.15 694.15 694.15 694.15 694.15
96.3500 I 694.15 694.15 694.15 694.15 694.15
96.6000 694.15 694.15 694.15 694.15 694.15
96.8500 694.15 694.14 694.14 694.14 694.14
97.1000 694.14 694.14 694.14 694.14 694.14
97.3500 694.14 694.14 694.14 694.14 694.14
97.6000 694.14 694.14 694.14 694.14 694.14
97.8500 I 694.14 694.14 694.14 694.14 694.14
98.1000 694.14 694.14 694.14 694.14 694.14
98.3500 694.14 694.14 694.14 694.14 694.14
98.6000 694.14 694.14 694.14 694.14 694.14
98.8500 694.14 694.14 694.13 694.13 694.13
99.1000 694.13 694.13 694.13 694.13 694.13
99.3500 694.13 694.13 694.13 694.13 694.13
99.6000 694.13 694.13 694.13 694.13 694.13
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Type.... Time-Elev Page 10.30
Name.... POND 10 OUT Tag: 50 Event: 50 yr
File.... P:\SDSKPROJ\3333\Engineering\05_City Submittal_030707\PondPak\post.ppw
Storm... 6-Hr 50 yr Tag: 50
TIME vs. ELEVATION (ft)
Time Output Time increment = .0500 hrs
hrs Time on left represents time for
- first value in
----------- each row.
--------
- --I
99.8500 ---
694.13 -----
694.13 --------
694.13 -
694.13 694.13
100.1000 694.13 694.13 694.13 694.13 694.13
100.3500 694.13 694.13 694.13 694.13 694.13
100.6000 694.13 694.13 694.13 694.13 694.13
100.8500 694.13 694.13 694.13 694.13 694.13
101.1000 694.13
SIN: AAYXYWJ5P269 ColeJenest & Stone
PondPack (10.00.016.00) 11:06 AM 5/31/2007
Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
1. PROJECT INFORMATION (please complete the following information):
Project Name : ?DOQf.S lf!4P4L '?'04o
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation ft. (average elevation of the floor of the basin)
Permanent Pool Elevation R4 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 01.1. SI ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
8S sq. ft.
ll.''d ac.
7 • y g ac.
OUM6 cu. ft
cu. ft
71 DO cu. ft
2.y
TZ in.
-
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has
not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A notarized site specific operation and maintenance (0&M) plan is provided.
A vegetation management/mowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the 0&M plan.
A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.
(704 ) 4'11-x(55/

rl
1 0 i Ja ~ I~ ~ la i to ~ hn i I~~ 1 I I i
. :r
i t
I w~ PROPOSED MOORES CHAPEL MOORES CHAPEL ROAD (S.R. 16 ROAD IMPROVEMENTS ROAD IMPROVEMENTS
. „ ~ I' PROVIDED BY KIMLEY-HORN 1~~0) PROPOSED MOORES CHAPEL PROVIDED BY KIMLEY-HORN
w - ~ 75 AND ASSOCIATES ~ R/W VARIES AND ASSOCIATES
STO , , RA ~ GE , AP ~ ER 65 r 100' TORAfiE
, «.s...,~,..~d~., ~..:~4„~
d"++ ~7. / r i : , / n - ~ I" { 1 r . i r . ° ~ .~1..,, r . , i' JI , ~~.I
~ n , ZO r,~ r i BAY ' - ~T r r ~ r. T_ _ _ ,wy,~ ~WYw_...__Y~ _ ..~M~Frr.r.~"~~...::.-.WN.':'~Jiwriw+~'~Af.`:::.:'~F-2. .::iL.."~+..i•':.': O N O
.e y, . 1 1171 • ~ / 210' BAY TMER 150' STORAGE
50 25 ~ , , 25' ~ _ - - - - - - - - - - - - 50' S0' 25'
- - - - 1 ~ i!
i
t i" S LM
00
.:r~ ;V. PROPOSED 8~ PLANTING STRIP ZONING BOUNDARY ~
r PROPOSED TY PE III ,~O RS~S PROPOSED 6' SIDEWALK ~ 00 0000
M ; ` - DRIVEWAY CMLDS 10.2 8 PROPOSED MOORES CHAPEL 3 p. 'r ~ ~ M
SEE DETAIL 1 C603 ROAD IMPROVEMENTS : Fria :;c t x S' r~ a T j r Y, '.',fit u i rn.' ^iv ia:A 4 Px u ~ s`8 ~ 'S ~ ~t~GH AY/ r' t z ~ ~ ~ yr ~ ~ - ~WMM ,r~lr .Iris .I.i. ~ . ~ -!!~li4z .i~jF' r'~ , y CCi~ 3 cr~ d Fk x. ,a. 'r / ~ "BEMC ~Fi l
V - PRO IDED BY KIMLEY HORN SEE SHEET C109 FOR AND ASSOCIATES WB-50 WHEELPAT H PER CATS STANDARD ~ki rd~'~ ~ ~ ~I!~ K2&V ~'aW K7~ ~I~.; k ~I' ~TY t~i..+~ ~ f / ~
/ M~" ~ ~ , ANALYSIS ~ ~ ~ 'r~ , ~ , • I 60.04(A); SEE NOTES P~tOPOSED KENDALL DRIVE ` ~ o ~ / /
r e ~ 4 4. ~ r,;~, 10X70 , .;w,;, ~ 'X70' SIGHT 10'X70' SIGHT 6/C606.1 IK~PROVEMENTS PROVIDED ~ / /
TRIANC TRIANGLE, TYP. ~ ' I TRIANGLE, TYP. CATS S~X10~ SHELTER BY KIMLEY-HORN AND ~ / ASSOCIATES
~tis~. ~y 1 ~ . ~~~~;~h 35 X3. 35'X35' SIGHT I ~ 35'X35' SIGHT CONCRETE PAD FOR BUS 25 NON-EXCLUSIVE SPACES T TRIANGLE, TYP. ~ TRIANGLE, TYP. SHELTER; SEE DETAILS PROVIDED IN FUTURE COMMERC ACES TO BE PROPOSED PEDESTRIAN ~ OMMERCIAL LIGHTING TO BE MAX. 15' ~ /
~,,.~r TRIAN( , ~ :~,,..,4~a, + y+M )RES CHAPEL ~ ~ ~
11w<~~ y. PROPOSED s c+ "~~,4"? ~ STRI P , POSED 8' PLANTING ~ I 4,5,AND 6/C606.1 OUTPARCEL ALONG MOORES C Q ROAD WITHIN SIX MONTHS OF 21P } PROPOSED MOORES CHAPEL HS OF IN HEIGHT (TYP.). SEE / ~ ~ ~ ~
PROPOSED RETAINING WALL L r. ~5 PROP . ~ OSED DESIGN BY 0TH R . E S SH OP a ~ ~ 3 ROAD IMPROVEMENTS ACTIVATION OF CATS TRNSIT S POSED 6' SIDEWALK ~ ~ I PROVIDED BY KIMLEY-HORN TO SITE RNSIT SERVICE DETAILED INFORMATION / ~ ~ ~ 1/C606.1 / t,;, ~p ~
~ ~ ~ DRAWINGS RE UIRED PRIOR ~ ~ ri".. O ~ ~ ~ AND ASSOCIATES PROPOSED 6' SIDEWALK r /
~ TO CONSTR UCTION - " x PROPOSED 8' PLANTING ~ ~ 'q t-u 2; rs§
w ~
MERCIA ~ I o o i o PROPOSED 8; PLANTING ~ FUTURE COMMERCI L srniP w PROPOSED 6 SIDEWALK 3CIAL SHIP ~ ZONING BOUNI~,/~Y PROPOSED 14' SETBACK ~ ~ - y / ~ ~ ~ y'~p T
;r 'MENT o ~ ; o ~ DEVELOPMENT NT ~ ~
w PROPOSED 10 IDE PEDESTRIAN TRAIL TRAIL ~ ~ I a PROPOSED S/W EASEMENT\ / / ~v~f' c~'G 2' OFF BACK OF SIDEWALK / / / ~ T~'-~- ~c4 c'' pF, ~ t ; ~ W z
TO BE BUILT IN CON TION ON I TIN JUC C S S G OF SAME MATERIAL AS RETAINING WA L SI~ALL a ~ ~ ~ ~ PROPOSED STAMPED OR PROPOSED TYPE II MODIFIED PROPOSED PEDESTRIAN 21 AN / 0{ ~ ~ J ~C~ "`>G T a #'.5 U V ~ _J U Z
L AND ACCESS TO SAMLEN LANE COLORED ASPHALT; TYP DRIVEWAY CMLDS 10.25E LIGHTING TO BE MAX. 15' ~ I SEE DETAIL C605/11 ~X. 15' 35'X35' SIGHT ~ / / / ~ ~ 5~5~X , : , LLJ K
K , PROVIDED DESIGN BY 0 R THE S o ~ ~ ~ ~ ~ I IN HEIGHT (TYP.). SEE O I w Q VF-U- Wa.vi
"r PROPOSED DEAD END ~ o ~ I ~ o ~1 ' DETAILED INFORMATION L 1/C606 ON TRIANGLE TYP. , ; ~ / ~ / O r`~
r~~'~' ~ ~ STREET BARRICADE SEE SEE ~op ~J I o a ~ I y> ~O PROPOSED 8' PLANTING
~a OTL 7 8 C603 rr Q~~ ,~0• STRIP PROPOSED TYPE II MODIFIED PROPOSED 6' SIDEWALK DRIVEWAY CMLDS 10.25E
r~ PR AN OPOSED 8 PL TING . ~ ~ I ~ SEE DETAIL C605/11 ING I ~ 2.5 2. I ~p
~ STRIP ~ PROPOSED 6 SIDEWALK K , . ELK ~~O ~ \ ~~h 35'X35' SIGHT L=1.50' o ~ ~ ~P ~Q? / /
:,..J... I.. ~ ~ k f" .t ~ r PROPOSED RIGHT OF WAY ~ WAY 00, / TRIANGLE, TYP. PROPO ED RIGHT OF WAY R=150.00 L=97.36' ? ~ /
a ~ ~ ,r k ~ ~ ~ ,r~;~~ ~ EXISTING CREEK CENTERLINE ~ ~ ~ ~ ~ ~.a~ ~ ,4~ ~ PROPOSED 8 / ~ / - - ~ R=150.00 F~ / \
4r ~ rp a~b a 5!'r . , SEE SHEET C607 FOR MORE fi r r. ' ti ti: ~ 'QSED 8 `PLANTING ,~y r _ _ s,, 1'ca + 1: Q 0 0 a : I~+1+3+11 'a 'A
J INFORMATION ~ ~ ~ ~ fir' , . t ~ J y, ~P ~ ~
~~w ~ f 49 4 r ~ 3 0 N ~ ~ N83 0"E z _ N83'49'40"E _ _ _ _ F~~~~ 1 o, rn N 331.35' PROPOSED 8' PLANTING ~
~ r„ 22.00 o. ~ r ~ ~ ~z,
r j O .r P . x ~ r,~!+~?~~v Q~ F R/M~ o S. f ~r ole bNi••'•
~ ~ ~ ~ PROPOSED 6 r!~ ; ,r a, . , R4. OSED 6' SIDEWALK p 'o " PROPOSED 6 SIDEWALK p ~ 5 R ,4 a.
~ 0 ~ r gar,,,;. ,x r F J ~ S 3' 9. ~A 0 83' 9. Q'` ~ " l W 77 u
y' ~ ~ ~ ' ~ u r (Jl 00
r ~ ~ ~ ~1^~ O ~ ~ /ICJ ~ ~O
I e H ~ r ' I ~ 4940"W yj ~ ~ ~ SEE SHEET C109 FOR ~ `'I rt` L ~ ~ ~ WB-50 WHEELPATH H co
• ~ 35'X35' SIGHT g~ 1 60.00' ` TRIANGLE, NP. ~v S83'49 ~ 9 0"W oS83'49'40"W ~v 583'49'40"W o S83'49'40"W ~ 57.50' ~ ~ 7.50' N 60.00' 60.00' 90.29' I' ~ ' ~ R ~ ~ \ ANALYSIS ~ 1%111 fill C>
N 4 HR cn _ _ _ _ cn ao
- - - - - . ~ ~ ` 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' ~ / X58'24'32"E r ~ p / 14.88' 9~'O Qom: • ~PL CS' i
,,r~u~ 18.50' 240' 24 24. W ~ 24. 24. 24. 0' 24 0' 18. ^c~ o ~ o , ~ / / 558'24'32"E Tq `~9 y
~ ~ "~v~~~ PROPOSED TYPE II MODIFIED I I , ~ _ , r,, DRIVEWAY CMLDS 10.25E .18.50 18.50 . ~ .18.50 . is.so' is.so' . ~ ~ . is.s ' is.so' . ~ ~ . is.so' is.so' . ~ ~ . ~s.so~ is.so' . ~ ~ . is.so' ~s.so' . ~ ~ 4 ~ ~°o~ ~~p~ / r" / 19.28' ~,p 1c9~ ~~iL \ U : W
~ .18.50 v ii rr / / PROPOSED TYPE III \ ~o . ~~~`S ~i,~,~ ~ v, ~ 00 i %0 4C/
FUTURE ~ r ~ x~ ~-,f SEE DETAIL C605/11 0 ' ° ~ x~~ o rn y' O ~ 3.50' p~.,~ 3.50' Q ~ o ~ o o rn 7g ~ ~ ~ / / / DRIVEWAY CMLDS 10.28 ~ `SSA ~ ~~a~/]~ s / SEE DETAIL 1 /C603 ~ ~ ~l D I 0 10 o~
/ s r ~ , . „ PROPOSED 10' WIDE + o O~ J.O ~ ~ .OOH O ~1 O NI O NI O NI s~, ~ 6.00 ~ z 6.00 °o °o °o °o ?g / / / '~9 W ~I Cl/ Q %
RESIDENTIAL ~ / ~ PEDESTRIAN TRAIL TO BE ~ ° y I'*1 0 V m V ITI f*i V ITI O' ~ c~V ~ ~ 35'X35 SIGHT ~UN 2007 cr_ 111 1 G W
e~ ~ £ ,f ' FIELD LOCATED AND ~ . ~ ~ TRIANGLE, NP. '9S~ / / /f~ / ~ U
DEVELOPMENTm ~ ~ , ~fiJ 4 CONSIST OF COMPACTED ~ ~ ~ ~ t PIT GRAVEL OR SIMILAR. ~ ~ ~ oho ~ ~ ~ ~ ~ j~ ~ ~ j~ So, t ~ °t t t t t f ~~i• ~ ~ ~ PROPOSED 8' PLANTING ~ WETI.MK1aMID~~~1~
Y 4 ~ ~ SEE DETAIL 3/C606.1 o N~- . W u~ ~ o 0 ~ ~ HR HR ~ ` /t'... ~ k;~i. ~ / STRIP
V / 4, ~ j F ~~r~ ~ PROPOSED PARKING/SITE ~ ~ _ 583'49'40" S83'49'40"W 3'4940"W S83'49~4~~~W _ 583'49'40° ~ S83'49'40~~W L= 7.0 ' ~ ~ PROPOSED 6' SIDEWALK
M ~ ?~J~ LIGHTING TO 8E MAX. 25' 583'49'40"W "y;F~" / PROPOSED 14' SETBACK ~
~ f- m IN HEIGHT (TYP.). SEE ~ ~ 60.00 o 60.00' 57.50' .Q 57.50~~ 60.00 ~ 60.00' 60.00 ~ S83'29'4R= 4.5
.f` -f- .t. ~ ~~W 3/C606.1 i ~ o 5 ~ 9 9 9 ,9 9 9' 9' 9' .5~, HR .50 9' 9' 9' 9' FLUSH CURB. TYP. v ~ / ~ PROPOSED S EASEMENT\ ~ ~CS ,,,y ~ Q S ~ . / 2' OFF BACK 0 SIDEWALK LEGEND v Y
' ~ cn fYP YP YP HR v o YP o ° 11.2 ' /IV~ t Z w Q
' F -F- 1 0 ~ ~ 'Q 4, a' ; 1 g ~ 'Q 'Q 4' '4 - 0 2 ~ S m ~ ' o f o _ ~ ~ N 4 F
~ f L=14.14' 2 R I ~ R=27.00 o HR *r / / 35'X5' SIGHT ~ T9..F Op ~~i SYMBOL p ~ TRIANG~E. TYP. ,p0 \ ~p~ S R DETAIL. Q_ Q Q
~ . _ _ ' , HR ~ HR R ~ _ R_ , ~r ~v, J Q ~ co
o. - ~ ~ PROPOSED MATCHLINE . 'a'r'.o ~~PI TN ,4 h0 O 83: ~40~~ ~ .4 ..E O ~ ~ o ~ ZONING BOUN RY eF~'j, ass ~p - ~ ~ ~ ~ ~ ~ ~ f PROPOSED SIDEWALK CMLOS J o CMLDS #10.22 - N
.T 165.04' ~ ~o ~ 237.50' STREET o ~s.s5 j Q > 00
' SEE SHEET C10~ = oUTD000R DINING AREA; ~r o o STREET 1 # SEATING/FURNITURE PROVIDED BY ~ ~ 2• ~ ~ r .~a~ TENANTS. SEE ARCHITECTURAL SHEET , • ~ ~i / PROPOSED PEDESTRIA ~i G~ s t ~ W -J - J N
/ ~ / ~ UGHIING TO BE MAX. 15ti` o~' ~G \ S ~ IN HEIGHT (TYP.). SE \ mss \'9, c~' \ i-- w w U
I ~ A1A2 FOR MORE INFORMATION ~ ~ - 1 ~o r...: ~ ` ~ PROPO - , T. - ~ - . T - - AIR ~ ,3j ~ / ~ DETAILED INFORMATif PROPOSED ACCESSIBLE RAMP CMLDS CMLDS #10.32A Q a- Q- Z
> , , ...~I ~r ; m ~ . so c~ S 3 ~ ~ . _ Q Q 17 17 W
E 0 E
PARCEL ID z V U
ON SITE 05529102 ~ PROPOSED ACCESSIBLE SPACE CMLDS #50. ,DS 50.10 A, B, C Q # U (n 0
ZON PROJECT ZONING CODE SUMMARY OFF SITE 05529102 LOWER LAKE WYLIE WATER3HE0 OVERLAY STA PROJECT NAME: MOORES CHAPEL VILLAGE RE20NING PET £2005-121 DISTRICT/ PROTECTED AREA CALCULATIONS: STAKING AND MATERIALS PLAN NOTES w w J
Z a: cr jr
y 'r , ; - ~ OWNER: `X ~ X~." ~ i PLANS P TOTAL 81TE AREA = 493.534 8F 1. SEE )WNER: LAUTH PROPERTY GROUP PHONE V04) 973-3100 SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. ~L • • ~o Q U
'CANS PREPARED BY: COLEJENE8T do 8TONE PHONE U04) 376-1555 MAX. ALLOWABLE BUILT UPON 2. ALL IMPERVIOUS AREA 70iG =345.473 SF ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED. PROPOSED ACCESSIBLE VAN SPACE CMLDS #50. ,DS 50.10 At B, C ~i Q # 0 o z
CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.0.6.) AND STAKE SITE cn CL U
' p 'Ll0 ZONING: ~ F ~ ~yq ~p PROPOS p o '~o 'OFFS BUI~OING _'ONING: N8 W/ LLW WATER8HED JURISDICTION: GTY OF CHARLOTTE 3. CON 'ROPOSED USE: COMMERCIAL RETAIL AS I 3UI~OING HEIGHT: 34'-2" STORIES: 1 STORY PROPOSED IMPERVIOU8 CALCULATIONS: NOTI 3UILDING COVERAGE: NA GROSS FLOOR AREA: 52,418 AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
o q0 < NOTIFY CO~EJENEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES. _DS 50.10A B C m D
~ A~ ~ E ~ BUILDING .OT SIZE: 11.33 AC NUMBER OF UNITS/SUITES: NA -TOTAL 817E (INCLUDING FUTURE OUTPARCELS) 4. ALL :61.25y..302.317 SF OTHE PROPOSED ACCESSIBLE SIGN CMLDS #50 ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS NZ NZ
a MOORES CHAPEL ROAD LOT SIZ °;1 ,.r OTHERWISE NOTED. Z O Z
/ I ~ ~ YARD R l~ Z SETBA I~-' SIDE Y fARD REQUIREMENTS: SETBACK (FRONT); 14' (FROM CL OF R/W): NA -PUBLIC STREET8 - R/W 5. ALL SIDE YARD (L): 10' SIDE YARD (R): 10' _d.73% :33.212 SF CON REAR YARD: 20' ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND
CONSTRUCTION DOCUMENTS. S+ PROPOSED STOP SIGN - ALL RADII SHALL BE 4'-0" (B.O.C.) UNLESS OTHERWISE NOTED. cn cn
/I,...J J o REAR ~ o> ~ REQUIRE Z~ ' FRONT: TOTAL IMPERVIOUS AREA 6. ALL 2EQUIRED BUFFERS: 302,3178E + 33,2128E . 335,529SF/493,5343F W W :m =E
~ ~ Z Z Z 0 0 W W W V V m =
FRONT: NA TOTAL I~ERVIOUS AREA 67.98'/. 7, STOP STOP SIGNS SHALL BE R1-1 30"x30". t W W U V U
~ Y~ SIDE ( ~ ~i i.:~ REAR: SIDE (L): NA 8, SIGH REAR: NA A~ ~ T~~ SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. ~ HEAVY DUN CONCRETE 7/C 3ETAINING WALL NOTES ~ - ' ~ ` HEAVY DUN BITUMINOUS CONCRETE 5/ DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3. W W cn (n N 7/C602 = ~ = ck:
~ 4~' " SC RCLES SIDE ( SIDE (R): NA WAT~II lI~PLY N~E~ I~UMIED ON SITE PER Z zz -a Qa O C> °z °z z C
~ ~ REQUIRE FRONT: tEQUIRED SCREENING: CITY OF CHARLOTTE ZONING TIC LOUR LAIC WYLt wATEM1~0 OVEIILAY 5: 5 ao V) (01 cn
FRONT: ORDINANCE SECTION 12.303 ~~T A~ ~ ~ m m V NN
SIDE ( REAR: S~oE c~~: sT~uws a, s~ ~s o~w~ .Y ~ ~ RET STATES OEOLOOICAL MMVEY pa0s~ ~ NlET N z zz 5/C602
SIDE ( PARKI KEY MAP N.T.s. ~ VICINITY MAP N.T.s. ~ PAVEME INTERIOR REAR: C~07 ROR OETALEO MMVEY N~ONMATION. SIDE (R): BICYCLE PARKING; 1. DESI PARKING AND SERVICE ONLY: SHORT TERM/ NON COVERED SPACES; 2, DETA 'AVEMENT COVERAGE: REQUIRED: 13 PROVIDED: 15 ENGI SOME V U m m m W W W W W
~M-0
DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY AN NC LICENSED ENGINEER WILL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO CONSTRUCTION. ~ cp c0 1~ 1~ 1~
SOME RETAINING WALLS WILL REQUIRE SUBMITTAL TO 60TH MECKLENBURG COUNTY LIGHT DUN BITUMINOUS CONCRETE 6/C CODE ENFORCEMENT AND CITY ENGINEERING LAND DEVELOPMENT. CITY ENGINEERING 6/C602 ~ooooo ~
NTERIOR LANDSCAPING: LONG TERM/ COVERED SPACES; CODE W~00~000 C> C-4 000
REQUIRE B SURVEY DISCLAIMER PROVIDE 1. BOUNDARY SURVEY PROVIDED BY RB PHARR tEQUIRED: REQUIRED:S PROVIDED:S STAF 'ROVIDED: 3. AN N STAFF WILL IDENTIFY SUCH PROJECTS IN THE REVIEW STAGE. B
AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN ~ A SEALED LETTER TO THE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED ; F
AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, PARKING BARKING DATA: (SPECIFY REQUIREMENT, ZONING ORDINANCE AND SECTION NUMBER) ASE PFR PROPOSED 1'-6" CURB & GUTTER CML~S PFR THE ENGINEERED DRAWINGS IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH CMLDS #10.17A ~ N M -4- U-)
INDIAN IKAIL, N.L. 16U/9; ILL. (/U4) tS11-4U1y; CAR i2,418SF GROSS FLOOR AREA @ 1 SPACE PER 250SF = 210 SPACES CAROLINA BUILDING CODE.
DATED MARCH 28, 2005. 52,418SF N DRAWING NO. SHEET 9 OF 32
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES 1,293SF VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. ,293SF GROSS OUTDOOR DINING AREA @ 1 SPACE PER 250SF = 5 SPACES 4. PE S ENGi tEQUIRED:215 PROVIDED: 248 HANDICAP: 8 PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. SCALE: V= MIS
REQUIRE[
r COMPAC A ;OMPACT: NA CARPOOL: NA LOADING SPACES: 4
0 20 40 80 TITLE:
STAKING AND MATERIALS A
11,5 114 jib

1^ 0
I I I I 1 i i i i i ~ ~ I~ ~ ~ I~'c i I~ a ~ I~ ~ ~ I~ a i I
~ ~ ~ Mr,,, h'KUF'UStU F'AKKIN~ 511 t ~ ~ w~ N » , ? 11 , 11 1 „ N 1 „ O , / / /
~ S83 49 40 W ~ LIGHTING TO BE MAX. 25 ~ J - ~ ,,.l$' ~ IN HEIGHT TYP.. SEE ~ 83 49 40 S83 49 40 W 3 49 40 W S '4 4 W ~ L= 7.0 83 9 0 83 49 40 S83 49 40 W • - - - - - - ? 1 1 R= 4.5 4.5 /"i ; ' ~ r PROPO~ED 14' SETBACK
~ , 0 60.00 0 11 f4 Y,r+. At~Y f~.(~,f ~ O r'~ ' a~ ;pl N ~C 5 3 C6061 AA-- 9 9 0 60.00 57.50 57.50 60.00 60.00 60.00 N 11 Y O O ~ 1? ? 1 11 1 - S83 29 4 . HR rn 9 9 9 9 9 9 9 50 9 9 9 9 LU H CURB TYP. cn S, / ~ ~I PROPOSED S EASEMENT\
,,~1 t 1 >i~ ~ ~ ~ P : N 00 / ~ ' HR ~ 1.2 z o P YP cn o ~ f / ~ 2' OFF BACK 0 SIDEWALK
Q (J1 a:.. ~ ~ ~ O / r ~l ~ O N ' ~ ~ 2 t,
e ~ A ' o m r~ , ...u . S ' ~ M f5J' . -.1 4'~ ~ N ~ t~Y,,;. : r, . ?r;, t,' f/ / 35'X5' SIGHT ~ ~~9~_ ~'~i
f ~ ~ : L-14,14 a 2 HR . R-27.00 g t ,i R ' H o a . ~ 1 :I I,~ ; t r R . ; ~ / TRIANGLE. NP. \ 'o S>
F ~ . . A , s r ..n., .4r OI . V ~ ~ ~ ~ Y ,.,r:i PROPOSED H HR . - R- .:n,:i~. 'r.k~',. ~I 'rYiy~: l,;d~ eb~ I p~ kA . ~ ~ ~'uo o / ZONING BOUN RY F~~, `~ss\ ` c
N ~ S / ` yy N83 49 40 h ' ti.u.~ h 83 49 40 N 49 4 E ~~,~I ~ ^ ~ ~ ~ ~ ~o~~~ ~ ~ ~c~~~ ® N
. ~,x.. -.a,~ ~ OUTDOOOR DINING AR ~ o EA ' o 165.04 7w 1 w6 23 50 6 5 o 1 ~ O low • \/1 7 / PROPOSED PEDESTRtA +i j~' ~5.
-~x~ SEATING FURNITURE PROVIDE ~ D BY 4.. a °x, i, TENANTS. SEE ARCHITECTUR ~ ~ ~ AL SHEET 12.70 2 11 : _ , ~ ~ .a } . 1 , ~ , , F s ~ ~ ;8 2~~ ~ / / LIGHTING TO BE MAX. 15~ ~~c \
,:n A1.02 FOR MORE INFORMATION : . . a . • ~ • f . v ~0~ ~ / IN HEIGHT (TYP.). SE \ sS~ ',.~'j ~
, ~ it ~.~4s; 1 , 99 w,.~i:, - ~ ~ , ~ s , . ~ ~ A . R'~ , 1 ~ • N p : ~ ~ . cn STAIRS . 0• ~ . ~ ' • ~ 32• ~ ~ ~ DETAILED INFORMATI~l~,~ 2y~ ~ ~l~/C606.1 yoC~ t c ~
1 . . . r ~ PROP a { OSED 10 WIDE . ~ P ~ ~ , c~ C, F 8 to
R 6 ~ , PEDESTRIAN TRAIL TO BE tt f FIELD LOCAT A K O 1 v TRANSITION 1 CURB AND , ~~~7 00
1 ED AND . ~ G, ~e ~ ~a~~ CONSIST OF COMPAC TED : ~ o. { a 1, w ~ . PIT GUTTER TO A FL ~ ~ USH CURB IN iy,~' ^'o / / PROPOSED TYPE II ~9`s R~`~'~ GCti \ ~
4 ~ GRAVEL OR SIMILAR. o FRONT o 1~' ~ ;4~,a~ OF GROCERY STORE ; r ~r 4 ,1:. V : x.~ ; t~.:~~ ~ MODIFIED DRIVEWAY ~ y~9
~(i~M1~a~~~iv:6 SEE DETAIL 3 C606.1 M ,ti ~ , ~ +a'~' ~ ' ~~r hh 1 IV N N ~ M N i : ~ +'~,y !.4i1„~ .::r~ ,r:: ~ ~ v , 15 SHORT TERM BICYCLE 5 LONG TER ~r ' M BICYCLE SPACES N N ~ ~ CMLDS 10.25E I I SEE DETAIL 11 /C605 ~ / - - M
~ q; ! A...; : ~ 1 2 ~s~~~iq,: ~ ~ • • • N I N N N N , Xrr;. SPACES ~ O~ .MT~~, O~ PROVIDED ON PROVIDED UNDER CO O~ ~aw VERED O~ O~ I:r~
1) t I i-. 4 i~ ~ ~ 1 ~u~r~ iw';~ CONCRETE PAD• SEE DETAI ; L , 1 ROOF SEE DETAIL 8 C606.1 I ~.,r i 1 1 { I ~y'JV i 1~': ' :'~:A.'l;~i Uk:r 7 C606.1 35'X35' SIGHT / ~ TRIANGLE. TYP.
`1 O A. ~ PROPOSED LANDSCAPEF R 0 MS O 1 OUTDOOOR DINING AR A• 1~ E
„~x. PEDESTRIAN BENCH ,ry ES OR SIMILAR. a o i FN t^~ ,..2. SEE DETAIL 2 C606.1 4 rt~~P r SEATING FURNITURE P a I:.r. ROVIDED BY PROPOSED TREEGRATES ; ,~~r~',,~->r , 1 , ,t ~ I? ;:r~ , ! TENANTS. SEE ARCHITECTURAL SHEE 'U" RACKS
1: ~ ~ ; . TYP. SEE DETAI L - - ~M;~~ . A1.02 FOR MORE INFO ,~1,: . ~ RMATION , .I, i ~ ! l ~ ~ ~ OR L O G ,TERMAC TERM ARKING. SEE
Z , ym ~~a« , vNx~„ - ~ ,a s!:~~ ~ i~~r~ . , ~ f~ , r, , ~ PROPOSED LANDSCAPEFORMS \ ~ / BICYCLE PARKING. I ~ PEDESTRIAN BENCHES OR SIMILAR. ~ DETAIL 8 SHEET C ~ SEE DETAIL 2/C606.1 ~ 5 SPACES 3H EE T C606.1
bk~~ - A`'' m ~ 'r~ N n. ~ 553,., ~ ~ v. ~ ~ - ,'~1I a: e d o . . , ; : ~4. ~ r - ~ 1 : • .'49 40 ' „ O O'. r r, , ` t ~ ' h i1,{till l,~ 'OES
o r~ ~ ,O. p . ~ O s ~ ~ ~ !ya I.:I, 5g. 6 , oo ~ ;;I 1, ~r. 7 , : ~ • r~- : , n,' l~
n O z , o r., ~ PROPOSED RETAINING W ALL O „p ~ I I PROPOSED PEDESTRIAN < j~ L
~ ~A DESI N Y ~ ~ G B OTHERS . ~ a' l ~ yI ~ : r : r: r' r , J x LIGHTING TO BE MAX. 15~ cn ( IN HEIGHT (TYP.). SEE ~ 30" 30"
n~:;~~ i;~ j,l, PROPOSED DUMPSTER I : r, . , ~ o . w' ~ ~~''f r., 1 1 •r ~ r.+ PAD SCRE N N , : E I G SEE PROPOSED 10 X 5 P 0 ROPOSED HEAVY ~ rn ~ DETAILED INFORMATION 96.. „ to 2
P ED DUMPSTER PAD 6 rf ~ ~ r , ,,.,fry (,/d : r.. : ~ ~ : ' ~ o DETAIL 9 C606.1 LOADING SPAC E DUTY C NCR T Y 0 EE o l ~ 1 /C606.1 71 W
SCREENI • NG SEE DETAIL A: n,y r 9 C606.1 0) N FU ~ o TORE GROCERY STORE r, ;r : , a~i o I I 24" s
A1.. i Pik 7 ~1 Iyll z~ ~ 1~1, m , ;r' EXPANSION LI:.' 0 r'. . PROPOSED HEAVY r ,~,I, , m I ` W CIZ
PROPOSED HEAVY i f },i : .I ~.,L', rry , i:,~ ~ DUTY CONCRETE z 0 X 50 , w PROPOSED 1 r ,~r DUTY BITUMINOUS n~., o~' . w, LOADING SPA CE ~ rn w z
;I~ ~ ri iy G i~ it .r : , ?v ~ a.; ~ , rn PAD MOUNTED r ,1: = ~ ; ~ , b U V = _J U z
~+i t,.. i~ ' L~ ~ N ~ TRAN a SFORMER ~ ~ ~ o : ~ r~ o ,e r' r r% . i' +r r r' n V PROPOSED 8' PLANTING ~ STRIP W a
K i A.., ~ • , S 0. N CO CRETE PAD FOR t ~ r ~j 'r rJ U E SWITCHGEAR , : PROPOSED 6' SIDEWALK o ; a K ~ V F- Li W a. to
. ~ .4, : ~ iI.V
' r. w. : : .j: ~ ~ PROPOSED 8' PLANTING ` SCA STRIP ~ CALE 1~ =57
. PROPOS ~ ' ED A ~I , HE ;,r: r . ~ P OPOSEDHEAVY r ~'f DUTY CONCRETE PROPOSED 6' SIDEWALK COVERED LONG TERM
PROPOSED PARKIN G SITE 1 1 12.00 ~ 18.50 D TY CON~CRE a r'' At, . r',?4,K PROPOSED SCREEN FENCE OFFSET
1::1 LIGHTING • ~ ~ TO BE MAX. 25 ~ ~ S 3 ~49 4 r r.. e N 'td:y;~' IN HEIGHT TYP• .SEE S 349 40 W 'S834 ~V, ~ ~~~N '9 4.0 ~ _ ~ ~ ' ~ A ~.>'r. n 1 1 ,d 1 r1'~ r+' f ~ ' J ' v~. : ~ oar, ~ 2' FROM RETAINING WALL TO BE s BICYCLE PARKING LAYOUT ~ IN HEIGHT. SEE DETAIL 7/C605 `
~ 4,5.96 ~ rn ~rrN~; DETAILED INFORMATION o r ~ ~ ~ ~ 4;8.96' .r ~ '~C N s: : 5 8,r 0 R P~aD R 8. .mi ~ ~r ~ ,rr ~~~w lyric r.. ~ . : U ~G RATO r'~ ~ PROPOSED RETAINING WALL;
fp h 3 C606.1 i. I': Y' .,:R .i: 1 1 KM lu / ~I 1 Y 4 1 ~«h~'~~ a,i i 7y~~Gi ,7i"~ yY:~ .y:,~ r~ I, fi ~ SM~M~ hr'~~4~",1 ~7"4 il~lr ~1~( ~'tl"!~. ~ ~ 4 ~r,! ' r i i ' r I r5, f I~'~bl 'q Y I iY: ~4~iY. I~ 11. IA i ~IAf,1 1 ~ ~ , ~k .~!"k ~ t, d ~g, r .~i a, a a ;r lrrl g+G h ~ " 9 rnr , : :...:;r :.:r . . .y v , n.. r~r,r, .:m ,u, , 'i~ I I. P Y ri ui, i ~ ° l a~~•t ~ i"l I , ~`h, l~ 3't~JI ~ I r ~ J ~14 ~ ~ 1 ! i ~ 1~1~4~,> 111. ? ~ ; w'~bfi i„~ ~ ~F yrA ~ ~ t~ q ~ r b,:~ ~.es r.t,, .5 G.'1'~" ~ciiF ,il.,,~ Irlrf~ 'r:~ja 1.,~.~~ .~~i.` ,obi f~,F'~I I„~~ i i, a.'J ,.r~ ~ r>frr -,Yrvrr '.'e f~ . 1 • t. :I ..L., I , 1 J t ,r 1,1 ~ . r 1 :'V r DESIGN BY OTHERS ' _ . „ , ,__._________._.____.._..~W._._.._,._
MJ ter 1, y~~ i i ~i I i~, r{. ~9 .Ifs H'S'~i rrl A, G 1~iu',~ .p~, ~'1')i C~'.1~1~ 'fl '~.~r Y .}.r~ ii '.I i~' 4 ~Y ~ ~ h, - 4 ~~i ~'.~.,x 'a~~t ~?n~' ~I. ,~kia~~ h it a ~ ~.a11~~ I t ~,.Y ~'Y,11y~I~ i~yA 7" p.~lP J:~'~',. Yvp, ' ii. :CIA ~ : iv,:.1~. I ,LL.:a I.GI ' .4 .t lit. .i 1~. i.' "i:.: V~A, i~:t:: ~ .~~t Y1.Vb~AL ~:~I:I::I~: :::1' s~.~,. ~t.4 .A~t f4~•~.~ 4J: Al I .Nf.' AY.4 wl: MwW.W ~~~~1AYSl.~: rll. ti~~r~ ;:911: :C, r•° . r , ,I w , 7i:.:.J A u. t,.i I' I;; 1+" !N f 9 I, f;, 1. ~ r.. iL ' a r a U.f T 1 41,.. l,3 J Ayl > II;A %"J + ~ 7r. ;i°"~I'f fr ~~'r„f r .f+f, fAi rr. .IJ~.r:rr r Ir,r:i :r~~'.I,r pr 1,~. G~rr~Ft '~'.IAri. I ~ Qf j,'a9'' F'.~ di1 i,..l~,. ' i L.r `5 5: r. frl, yNn 1~.: .5} w.li I. 1 .n. . 1. 41,.1. ~y b'.9 ~r~l. PYI 1d~, ,.i':.r .Je a.rf.I.., x.t f',A+1 4~ Iv.i'J,~4 r...~~ ~ur. !I:. V; ~r: .1 y+ ~ .n !I. T r.t.: s k. •d Ida ,1.. •r8ld. c,~ d. r.~l, F. ~ r:i'' ,.I.. N ~'...t..,: ,.,I U, .e,t~.. i ,5.tb,.~ Jv . i~.a $a., ..1. J.r,,:, ;..l,r„ r..,. uw'.: ~A Per.. . ..~w1.1 i...,.el.< it,. ...1. r..-~: n,r., al.s. rr,.:.,~1. ~fi.,, .9Y~r a: .~,.li': f'~."M1I" ' ~r: ''i~ r it ;y ~ 1-~, On . f r~ r 9f. ~'~,.:w J 1~,.1'~ . ~ r O - R ~ : ' t 1~ Wp / ..I 1,; 1a' II ~ ~ M N
J ; t i w ,411 s~ rr ,w { rytl, Jii` arc :ti ~ O J N I ~ o ~ ~
t ~ , N IIGVr t ,N, °l~'~'~ .r; i V N ~ I ~ Q~ f SIDEWALK 9? ?t3? i
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B SURVEY DISCLAIMER 1. BOUNDARY SURVEY PROVIDED BY RB PHARR
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INDIAN TRAIL, N.C. 28079; TEL. [phone]; ~ TURNING MOVEMEN Milo"
~ DATED MARCH 28, 2005. SCALE 1"=40' N DRAWING NO. SHEET 10 OF 32
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. PSIS WB-50 WHEEL PATH KENDALL SCALE: 1°=40' 06~~
AUTO- JTO-TURN ANALYSIS WB-50 WHEEL PATH (SOUTHERN AUTO-TURN ANALYSIS clo . 9
PRIVA7 IIVATE DRIVE ACCESS) DRIVE INTERSECTION ON W/ SAMLEN LANE 0 20 40 80 112 11,5 114 Ilb TITLE:
A STAKING AND MATERIALS
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>TES 19. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE HP. PROPOSED HIGH POINT - REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W l ~ ~ U U
SWIM BUFF 1. THE STREAM SIDE Z USE ZONE, A LIMITE REMAINING IS A MINI IFFER NOTES GRADING AND STORM DRAINAGE NOTE 1. ON-SITE BURIAL PITS REQUIRE A PERMIT. CD O
SIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. IN THE MANAGED 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUC )NSTRUCTION ACQUISITION PROCESS~~. THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY W w J Z
1 LIMITED NUMBER OF TREES CAN BE REMOVED PROVIDED THAT THE TREE DENSITY DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
r x ~ ~ REMOVAL OF EXISTIN ~ A MINIMUM OF 8 HEALTHY TREES OF A MINIMUM 6 INCH CALIPER PER 1000 SQUARE FEET. 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTR EXISTING VEGETATION MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO A VIOLATION AND IS SUBJECT TO A FINE. CONTROL PLAN IS GENERAL NOTES PROPOSED DRAINAGE SWALE - IE COORDINATED PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ~O O
= ~ THE ROOTS OF REM Xf ~ f~~~ ! 2. GRADING AND OTHE OF REMAINING TREES. NO FILL MATERIAL CAN BE BROUGHT INTO ANY OF THE BUFFER ZONES. W O O z oc o
J OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND ZONE; HOWEVER, 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COOR ENGINEER PRIOR TO CONSTRUCTION. C~ ~ U
-'fir ~ p THESE ACTIVITIES M D ~:T . ~ o ~~9A,Q~s REMAINING TREES. G { a qo~< 'I TIES MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF WITH INSPECTOR. REES. GRASS OR OTHER SUITABLE GROUND COVER CAN BE APPLIED TO THE UPLAND ZONE. 5. ALL ROAD IMPROVEMENTS AT MOORES CHAPEL ROAD AND KENDALL DRIVE
COORDINATED WITH THE LOCAL ENGINEERING DEPARTMENT PRIOR TO CONS L DRIVE SHALL BE 2. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS '0 CONSTRUCTION. ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W/ PROPOSED STORM DRAINAGE CMLDS CMLDS #20.25 ° a ? a m
fu MA~ ~NE o 3. THE OUTSIDE BUFFE M a LAND DISTURBING A I MOORES CHAPEL ROAD BUFFER BOUNDARY WILL BE CLEARLY MARKED BY ORANGE FABRIC FENCING PRIOR TO ANY ;RING ACTIVITIES AT THE SITE AND THIS FENCING MUST BE CALLED OUT ON THE PLANS. 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY W ~ ~ J Q J ~
SHOWN ON THE ROADWAY IMPROVEMENT PLAN. C ~ V-) N Z Z Z m V C) O
~ ~ ~ 0 4. PLANS CLEARLY INDI RLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT 7• APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO ION TO GRADE TE GRADING, MAINTENANCE SCHEDULE ~B
~ NO STRUCTURES AR ; z BUILDINGS NOT EXC _ - - - ~ ~ ~ w RES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS (EXCEPT NON-COMMERCIAL OUT ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRA OT EXCEEDING 150 SQUARE FEET). PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED P OWNERS. :CTED PROPERTY PROPOSED CATCH BASIN CMLDS #20.01 i #20.01A & #20.01B ~ GO #20.02A & #20.026 W W W
CMLDS #20.02 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST CMLDS CMLDS #20.02C ~ ~ m a
J ° ~ ~ ~ MATCHLINE J LOWER LAKE WYLIE -'W Q WYLIE WATERSHED OVERLAY 8. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN 34TECTED AREA CALCULATIONS: OF 0.5% SLOPE ON THE CURB. INTAIN A MINIMUM MONTHLY: CMLDS CMLDS #20.12 ° v
Z~ 3 DISTRICT/ PR~TECT w~ A)INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, W W W CS
Y TOTAL SITE AREA r~ 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGH AREA :493.534 8F IF DEEMED NECESSARY BY THE INSPECTOR. :ET RIGHT-OF-WAY EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. DI B)CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT THE PROPOSED DROP INLET CMLDS CMLDS #20.14 0 J=
C SHARPES MAX. ALLOWABLE B /ABLE BUILT UPON 10. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH ;KWASH CHANNEL DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS z o00 O v~incn°
CIRCLE IMPERVIOUS AREA AREA 70•/..4 4 SF IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE ARE LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. DESIGNED. AREAS ALL DEBRIS, 0 0 o a
+ . 2. REPAIR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENT AS NECESSARY mmmW V =5 ==>v C/1
• PROPOSED IMPERVI -TOTAL 81TE (INCLU KEY MAP N.T.s. ~ VICINITY MAP N.rs. -PUBLIC STREETS - MPERVIOUS CALCULATIONS: 11. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWA FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDAR _OODWAY DISTRICT TO MAINTAIN GOOD VEGETATIVE COVER. MAW VEGETATIVE COVER ON EMBANKMENT TO MH OUNDARY LINE IS MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. PROPOSED MANHOLE CMLDS CMLDS #20.09 0 o
(INCLUDING FUTURE OUTPARCEL3) SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. DNS CMLDS CMLDS #20.10 a CM LDS #20.12 °G °C W L" W W W W
.81.257..302.317 SF 12• NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE R REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTA 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, CMLDS J THE RIGHT-OF-WAY RIPRAP, ETC. QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
0 INSTALLATION. 0 0 cD c0 f~ 1~
~EETS - R/W 13. ALL "CMLDS" NUMBERS REFER TO THE CHARLOTTE MECKLENBURG LAND D .8.73% :33.212 SF STANDARDS MANUAL. LAND DEVELOPMENT 4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM ~ ~ PROPOSED SIDEWALK - EMBANKMENT. _ O O O O 00 cn r--
W r- - o N
e SURVEY DISCLAIMER TOTAL IMPERVIOUS 302,3178E + 33,212 1. BOUNDARY SURVEY PROVIDED BY RB PHARR TOTAL IMPERVIOUS RVIOUS AREA 14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SL 33,2128E : 335,5298F/493.534SF FROM BUILDING(S) AT 2.0% MAXIMUM. IALL SLOPE AWAY 5. REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS CD NOW) Ul) O
RVIOUS AREA . 87.~8Y. 15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTI 16. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WI NECESSARY. ~TRUCTION.
AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, INDIAN TRAIL, N.C. 28079; TEL. [phone]; ~LLED WITHIN EXISTING 6. REMOVE ACCUMULATED SEDIMENT FROM THE WE DETENTION BASIN SYSTEM PROPOSED GRAVEL CMLDS W N M et CMLDS #20.23
• DATED MARCH 28, 2005. NOTE: TUNE Al1E 11 A~ ~ T~~ (1R PRf1Pf1CFf1 PI IRI if CTRFFT RIf;NT-l1F-WGY AAl ICT RF ~PPR(1VFf1 RY TIa . Rv rug rirr'c SEMI-ANNUALLY OR WHEN THE DEPTH_IS REDUCED T0, 75% OF THE ORIGINAL DESIGN AND RIPRAP APRON DRAWING Nn_ %HFFT IA nF X9
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES WATER NMY Nom VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. 11 LOWR LAM W LY NIPERS MOUM ONO TE PER INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFIIL MATERIAL M LAKE WYL~~ wATERSi~ OVEIM.AV APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERI ~M RE AN NO M dvw~aftma a Is THE PUBLIC STREET RIGHT-OF-WAY. =RIAL MUST BE utrih. rctnnUvtu atuinntrvi JI'iHLL Est vi~rv~tu Ur IN HI"'I"KVI"KIHIt MAIVIVLR hrvu N
OIiTNICT REQIN~ MATERIAL WITHIN SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY (I.E. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.). SCALE: V= MIS
•TIIEAIN ON Me A
•TATfG OEO~O~:A 0007 FOR DETAILED ~e A$ my -1 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO L~AL ENGINEER PRIOR TO CONSTRUCTION. TED TO CITY 7. PERFORM ANNUAL INSPECTION OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY THE OWNER). PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM O ZO 40 HO C113
ETALlO "VEY MWORMATION. 18. DEVELOPER WILL PROVIDE STREET SIGNS PER CMLDS - #50105 (9" SIGNS 30 ~ TITLE:
A 'SIGNS ONLY) WATER SERVICES. GRADING AND DRAINAGE
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UPSTREAM D STRUCTURE S AD-A27 AD-A26 DONMSTREAM UPSTREAM AM DOWNSTREAM LENGTH SLOPE PIPE UPSTREAM INVERT INVERT GRATE UPSTREAM DOWNSTREAM LENGTH SLOPE p~pE UPSTREAM INVERT Q > 00
JRE STRUCTURE (ft) (ft/ft) SIZE ELEVATION (ft) ELECATION (ft) ELEVATION (ft) STRUCTURE STRUCTURE (ft) (ft/ft) SIZE ELEVATION (ft) ON (ft) INVERT GRATE Z J N J
ELECATION (ft) ELEVATION (ft) Q w w
7 AD-A26 58 0.005 8 inch 724.03 723.74 725.50 CI-E4 CI-E3 55 0.005 15 inch 716.27 27 716.00 721.49 PROPOSED SPOT ELEVATION - 80 715.61 719.80 CL CL U z
6 CI-A25 63 0,016 10 inch 723.38 722.37 725.50 CI-E3 CI-E2 38 0.005 15 inch 715.80 0 Q a
E CI-A25 CI-A24 o z =w
5 CI-A24 64 0.011 12 inch 722.00 721.31 725.00 CI-E2 CI-Et 47 0.005 15 inch 715.61 .61 715.37 719.80 z U U
4 CI-A23 56 0.005 18 inch 720.61 720.33 725.00 CI-E1 MH-62 251 0.005 15 inch 715.17 HP• PROPOSED HIGH POINT - .17 713.91 722.35 / \
CI-A23 3 CI-A22 82 0.005 24 inch 719.88 719.47 725.20 O J w J
CI-A22 2 CI-A21 18 0.005 24 inch 719.02 718.93 724.75 Z ir Cc cr
CI-67 CI-86 38 0.005 15 inch 719.98 98 719.79 723.38 O ~O O U Lij W O O _
F~ ~ CI-A21 ~se~ a. 1 CI-A20 20 0.005 24 inch 718.72 718.62 723.60 CI-66 CI-65 109 0.005 15 inch 719.79 f- PROPOSED DRAINAGE SWALE - 79 719.25 723.38 J Q
/ ! CI-A20 1 0 ~O ~ CI-A19 162 0.01 t 24 inch 718.42 716.70 723.60
CI-BS CI-64 121 0.005 15 inch 719.25 25 718.65 723.55
~ ~ o ,~p,q~FS cl-A2o ~ ' ' MA ~ ~NE ~ CI-A19 162 0.011 24 inch 718.42 716.70 723.60 CI-64 CI-63 72 0.024 15 inch 718.44 44 716.75 722.95 PROPOSED STORM DRAINAGE CMLDS ~ck: CMLDS #20.25 m
p ~ CI-A19 3 CI-A4 54 0.011 24 inch 716.50 715.90 721.20 CI-63 MH-82 21 0.014 18 inch 715.80 80 715.50 721.00
a ~ _ ' ~~.F MOORES CHAPEL ROAD * CI-A12 v ~ Z CI-A11 23 0.005 15 inch 721.17 721.05 725.00 MH-B2 MH-816 50 0.005 18 inch 713.71 Z Z ZD Zm
r o ~ ~ ~ ~ .71 713.45 720.50 U O
CI-Al l 1 CI-A8 53 0.007 21 inch 719.93 719.59 725.00 MH-B16 MH-61A 86 0.102 18 inch 703.09 .09 694.29 720.00 CB PROPOSED CATCH BASIN CMLDS #20.0 S #20.01A & #20.01B
F MANE ~w 3 CI-A10 3 CI-A8 16 0.005 24 inch 719.42 719.34 725.50 MH-81A FES-61 18 0.005 18 inch 694.09 .09 694.00 700.00 CMLDS #20.0 NOTES: CMLDS S #20.02A & #20.02B W 1 W =E =E
f' Q J CI-A9 22 0.039 15 inch 722.25 721.40 725.25 ALL PIPE TO BE CLASS III RCP UNLESS CMLDS CMLDS #20.02C m a CMLDS #20.12 0 0 o Q
o~ wo CI-A9 i CI-A8 29 0.030 15 inch 721.20 720.34 725.20 OTHERWISE NOTED. W W W ~ Q
Y EX-C3A DI-C3 110 0.152 36 inch 734.50 .50 717.73 737.50 DI CMLDS #20.14 W W W oc ~ ce- O
SHARPES DI-At7 ? 7 CI-A14 31 0.042 15 inch 726.25 724.95 730.50 TO BE CLASS III RCP W 0/RING JOINTS PROPOSED DROP INLET CMLDS o00 Vn
C > ~ ~ CIRCLE TO BE HDPE v~ cn v~ ° o,
n EX-C4A DI-C4 149 0.040 18 inch 741.15 .15 735.15 742.65 * TO BE DOUBLE INLET a- oooQo COCMM V ===V~
CI-A16 ~ CI-A15 97 0.005 15 inch 726.33 725.85 730.00 DI-C4 DI-C3 153 0.033 18 inch 734.95 .95 729.85 740.70 HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE MH PROPOSED MANHOLE CMLDS N cn vn Co) Z W CMLDS #20.09 0 o
CI-A15 i CI-A14 22 0.005 15 inch 725.48 725.37 731.50 DI-C3 DI-C2 321 0.007 36 inch 716.86 .86 714.45 735.60 INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET CMLDS CMLDS #20.10 U c~ a Z
CI-A14 4 CI-A8 220 0.021 15 inch 724.75 720.09 731,50 RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR CMLDS oc oc ce. CMLDS #20.12 W W W W W aaC~a
01-C2 MH-C1A 158 0.012 36 inch 714.25 t CI-A5 252 0.020 24 inch 719.14 714.20 725.20 .25 712.40 731.00 PRIOR TO ANY BACKFIL~ BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO 0 ~ co cG t~ 1~ f\
KEY MAP N.T.s. ~ VICINITY MAP N.T.s. ~ ~~-A$ MH-C1A FES-C1 47 0.005 36 inch 712.20 .20 711.96 726.00 PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET _ 00000
RIGHT-OF-WAY. ` PROPOSED SIDEWALK - 65 728.37 737.70 - / oo rn r\ Co N M
SURVEY DISCLAIMER DI-A5A 4 CI-A5 43 0.005 18 inch 714.00 713.79 718.50 * CI-D8 CI-D7 217 0.424 15 inch 733.65 Q~ ONMLO U-) 0~.. OOO
B 1. BOUNDARY SURVEY PROVIDED BY RB PHARR
AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, CI-A5 INDIAN TRAIL, N.C. 28079; TEL. [phone]; CI-A4A 23 0.005 24 inch 713.59 713.47 719.20 CI-D7 CI-D6 42 0.015 15 inch 728.17 .17 727.54 733.20 PROPOSED GRAVEL CMLDS W ~NM~LO CMLDS #20.23
DATED MARCH 28, 2005. CI-A4A A CI-A4 21 0.005 36 inch 713.27 713.16 719.20 ~I-~B MH-A5 105 n mn 15 inch 727.34 34 726.29 ~a AND RIPRAP APRON I% r% A IAR:7 1 ^ ?1 IP'rT r Ar. -9 0%
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES CI-A4 N UKAYYIIVb NU. Zntti » ur az
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. CI-A3 159 0.006 36 inch 712.96 711.96 720.50 MH-A5 FES-D6 18 0.005 15 inch 726.09 .09 726.00 731.00
CI-A3 MH-A2A I i MH-A2A 105 0.005 36 inch 711.96 711.44 723.25 s~ DETAILS 2.3 EET c603 FOR DETAILED SCALE: 1 40' .
A MH-A2 79 0.041 36 inch 711.24 708.00 722.75 OS-F2 EW-fl SQ 0.005 24 kldl 890000 OUTLET CONTROL STRUCTURE INFORMAl10N 19 C114
,00 689.75 a~a SEE DETAILS 1.2/SHEET 0605.1 FOR ENOWALL DETAIL 0 20 40 80 $0 TITLE:
MH-A2 A MH-AtA F 2 MH-A1A 29 0.085 36 inch 700.46 698.00 713.00 GRADING AND DRAINAGE
A FES-A1 27 0.005 136 inch 694.14 694.00 703.00
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SEE SHEET C119 FOR TREE REQUIREMENT SUMMAR =MOVED PLANT SCHEDULE MARY.
TING PLAN NOTES PLANTING PLAN NOTES CONTINUED O
4~ f' ~ , ~ ~ , 1. SIZE AND GRA[ ~4' ~,N°'"° r ND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST 12. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED J z w w F- CC CC oC
~ ~ EDITION OF U~ 1, id"r. ~ rw . ray ~1^t I OF "USA STANDARDS FOR NURSERY STOCK", BY THE AMERICAN ASSOCIATION BY THE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. z ~o o
OF NURSERYM~ de 4 ~SERYMAN, INC. CONTRACTOR SHALL REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. U Q W W ~O O=
'fir ,~a. ' ~ a ,g ~ 2. HEIGHT AND WI w,~ o p W ~ o AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE 13. FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL 1~~ SYM # COMMON NAME BOTANICAL NAME SIZE ROOT SPAC'G NOT 24~ TREES NOTES -j CL ~ U
PRECEDENCE 0 ,,A ~ r, '9 ,a. A S 0 0 )ENCE OVER CONTA?NER SIZE AND CALIPER. SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR AMEND THE TOP 24" OF EXISTING SOIL TO MEET SPECIFIED
r Q .rr,, ~ E o 3. A A P IN LL NNUAL HL TC MA INUAL/PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER THE TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF ~ OF ~cr-
D « ~ . AD c 1 RO r a. APEL SPECIFICATION„ 4 CH RES MOO U CATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE. CONTRACTOR 274 SQUARE FEET PER TREE) NO 85 HIGHPOINT QUERCUS NUTTALLII 10'-12' HT. B&B 40' O.G SPECI NUTTALL OAK 'QNFTA' 3'~ CAL. MIN. MATC =RHEAD RM 30 OCTOBER GLORY ACER RUBRUM 10~-12' HT. B&B A.I. SPECI SPECIMEN, m MATCHED = a
SHALL PROVIDE 0 i~ PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES. 14. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD
• 4. CONTRACTOR S 4CT0R SHALL MOUND ALL PARKING LOT ISLANDS TO 8° ABOVE BACK OF CURB DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR OR RED MAPLE 'OCTOBER GLORY' MATC 3" CAL. MIN, SPECIMEN, ° z o z Z MATCHED ° u o
z AT THE CENTEF r w ~ ,i . ~ .r o TOPSOIL IF NE( :CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL SIGNS, CONTRACTOR SHALL CONTACT URBAN FORESTER TO RESOLVE BEFORE L IF NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS. PLANTING.
~ ~ . a. NE H LI ' Q ~ TC MA SHRUBS tic- L,~ W W N
Q;w 3 > 5. CONTRACTOR S o_ ' z BARK, CONTRA 4CT0R SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD 15. CONTRACTOR SHALL CALL 336-6769 FOR AN INSPECTION OF TREE PROTECTION CONTRACTOR SHALL MULCH ALL ANNUAL/PERENNIAL BEDS WITH 1" PINE AND/OR TREE PLANTING AREAS, SEVEN TO TEN DAYS PRIOR TO THE TEMPORARY OR )N
- wo Y 6ARK FINES. i ~INES. FINAL CERTIFICATE OF OCCUPANCY DATE. ARY OR LO 330 BURGUNDY LORAPETALUM CHINENSE 24° MIN. HT. CONT. 5' O.C. LORAPETALUM 'ZHUZHOU FUCHSIA' 24" MIN. WIDE ' VCO.~V~
r~ i • ti: SHARPES W W V
g. 6. ALL DISTURBED ~'A.«. CIRCLE 5a SEEDED BY THI iTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE 16. MINIMUM TREE SIZE AT PLANTING SHALL BE TWO INCH CALIPER (FOR SINGLE STEM ~ BY THE CONTRACTOR. TREES). ALL MULTI-STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO STEM (~OUNDCOVER/TURF C= o
C .dye F., r 'tiV..'n4.Y,~ i ~ FIVE TRUNKS, AND A MINIMUM EIGHT FEET TALL. T oaoZ c
7, CON TRACTOR S DIAMETER AND 4CT0R SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN ER, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND 17. THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITHOUT THE BENEFIT OF A ~JG~ J~L I TY p ~F LI 1594 BIG BLUE LIRIOPE MUSCARI GALLON CONT. 12" O.C. A ~~~J~O RO~~'f'y LILY TURF BIG BLUE' C. > N _ o00 00 M
OTHER DELETEF DELETERIOUS MATTER WHICH WOULD BE HARMFUL, OR PREVENT PROPER FIELD SURVEY, ADJUSTMENTS TO THE LOCATION OF PLANT MATERIAL MAY BE ° moo SEED 929,118 SF TURF TYPE TALL FESCUE V »>Z
ESTABLISHMENT .ISHMENT AND/OR MAINTENANCE OF LAWN AND PLANTING AREAS. REQUIRED. NOTIFY COLEJENEST & STONE, P.A. IF DISCREPANCIES OCCUR. C.000=D
8, IN AREAS WHET AS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR fig, EXISTING VEGETATION SHALL MEET THE REQUIREMENTS OF SECTION 12.302, CITY OF ao Zm TY OF ~ y SOD 46,261 SF TURF TYPE TALL FESCUE cw C= o_ W W W W CL.
. SHALL REMOVE REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL CHARLOTTE ZONING ORDINANCE. AND IT WILL BE SUPPLEMENTED (IF INSUFFICIENT) ENT)
CONTRACTOR S FILL THESE EX{ ACTOR SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO PER THE RECOMMENDATIONS OF THE INSPECTOR. IESE EXCAVATIONS. 1 0 0 0 0
19. ADDITIONAL TREE(S) MAY BE REQUIRED TO MEET THE TREE ORDINANCE, AS DIRECTED I RECTED B~~ YOU DIG! CONTACT ONB~CALL CBN'1ffit W O
9, SEE DETAILS 11 1. BOUNDARY SURVEY PROVIDED BY RB PHARR '.TAILS 11, 14, 15, 17, 18 SHEET C602 FOR PLANTING DETAILS. BY URBAN FORESTER (A TREE WITHIN SIXTY FEET OF EACH PARKING SPACE) IF THE i F THE l~gpp-6g?,..44g4q a~ONM~' °~7- HOC g
B AND ASSOCIATES P,A. 231 POST OFFICE DR. UNIT 6-fi INDIAN TRAIL N,C. 28079' TEL. [phone] . 0 CONTRACTOR S EXISTING TREE LINE IS FURTHER FROM THE PARKING LOT THAN INDICATED. 4CT0R SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING
DATED MARCH ADDS in~~TOi i oTin~i nrinni 20. SHADED PLANT MATERIAL INDICATED ON THE CONSTRUCTION DOCUMENTS IS REQUIRE EOUIRED THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES v TO MEET CITY OF CHARLOTTE TREE ORDINANCE AND ZONING ORDINANCE REQUIREMEN' 11REMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS W l~1 n l ck: l'v
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. 11. CONTRACTORS ACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE ADDITIONAL PLANTING (NOT SHADED) IS OPTIONAL. NECESSARY TO INSURE SAFETY TO THE PUBLIC. DRAWING NO. SHEET 19 OF 32
NORTH CAROLI DEPARTMENT. CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION fMENT. 21. CONTRACTOR SHALL REMOVE UNDERGROWTH AND TREES LESS THAN TWO INCHES iES 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO N
CALIPER IN NATURAL AREA. CUT TREES FLUSH WITH GRADE; DO NOT GRUB. LIMB STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND .IMB :RIMETER CHARLOTTE- MECKLENBURG UTILITIES SPECIFICATIONS. SCALE: 'I"=4O'
BRANCHES TO A HEIGHT OF SIX FEET. ADD TWO INCHES OF MULCH ALONG PERIMETER OF NATURAL AREA IN A BAND APPROXIMATELY TEN FEET WIDE. FEATHER MULCH INTC .CH INTO 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1!!!5iiiie Mmm,9 C118
EXISTING LEAF LITTER. PRUNING SHALL BE PERFORMED IN ACCORDANCE TO NATIONAL ATIONAL 1926 SUBPART P, OR AS AMENDED.
ARBORIST ASSOCIATION STANDARDS. 0 20 40 80 $Q TITLE:
A PLANTING A
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- MOORES CHAPEL ROAI ~ ~ ~ W - TR RE UIRED 16 TREES PROVIDED 0. ROAD• 636 LF 16 EES Q EL S 0 1 SS Z 0 Q U
~ SAMLEN LANE. I • TR ES RE UIRED 29 TREES PROVIDED 828 LF 18 E Q BF - _ _ - - _ v ~ PROPOSED SEED/SOD - 90 q< / W W 0 0z o::
STRAUSE DRIVE; %y Q 0 ~ • - R UIRED 18 TREES PROVIDED 437 LF 11 TREES EQ E, CL ~ U
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8RE COI~LICTS THAT A TREES. CALL 336-35®9 TREE SPECS OR LOCATIONB PRIOR TO PI~NTNG B THAT AFFECT . PW ?CHEDULE/WATER QUALITY BASIN 1-~°°~~~9 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AN TIES AND ASSURING oc oc oc cc
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. • ~ 0. ~ NAME BOTANICAL NAME SIZE ROOT SPAC~G THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. qt ETC. AS °c o
NECESSARY TO INSURE SAFETY TO THE PUBLIC. ~ o000
AA 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDIN ARUM PELTANDRA VIRGINICA 1 GAL. 24° OC STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CORDING TO co AND W~o~o•- < C) C4
Y R PHARR . OUNDARY SURVEY PROVIDED B B 1B 31 ARROW ARUM AA 372 FLAG IRIS aG IRIS IRIS VIRGINICA 1 GAL. 24° OC CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. o oo g
B ITES P•A.• 231 POST OFFICE DR. UNIT B-fi AND ASSOC F 180 15 BLUE 6 SS
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UA I tU MAKC;hiLti, LUUS. LT 396 33 LIZARD'S TAIL TAIL SAURURUS CERNUUS 1 GAL. [4 uc:
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. PW 960 80 PICKERELWEED .WEED PONTEDERIA CORDATA 1 GAL. 24" OC DRAWING NO. SHEET 20 OF 32
SF 264 22 VARIEGATED FED ACORUS CLAMUS 1 GAL. 24" OC N
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SR 444 37 BLUNT SPIKERUS SS 288 24 SALLOW SEDGE 'IKERUSH ELEOCHARIS OBTUSA 1 GAL. 24 OC 09 C119
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tv~ a 4~ S~ Jr' J ~ 0~~ OVERHEAD DI3TPoBUTION POWER ONES EXIST ONLY SMALL MATURING TIES ARE ALLOWED WITF~I N T 0 i ' ~ Y ~ 1 . j ~ ~ p Z _p _p
r ` "~..r'' Q C T ~ y , ~ ~ ~ lU 25 ~ ~ 5 FT. OF LNES. OTI~:RINISE 75y OF NEW TREES MUST BE LA?RQE MATURNVG. G N ITY ~ IL 't A ~ 0 R ~ r, r r ~ r O
' /~y \'r rv t Y j~fr' ~?1y'~. ~y'1/ A ~ ~ ,.4~0 4 elf ~~1~~ ~~~.i. ~ `i,f~ ~ Y. 0 0 I~ F ~J o ~ ~ t 4, ` ' L i` 1` , 0 U N N
f ~ !,1 L A 1 e!S ~y JM1 a ~g '-fir... / 0 ~ • ~ ~p ~ O ~ ~ Z ! I r. , V7
~ /'fy~~ ~ .f ~ F~{~y SHARPES ONE TREE A T ~ C CL ~a ~ ~ , ' ~ ~ A TREE. ENE TREE PER 10 000 S . FT. OF IMPERVIOUS AREAI ALL PARKING SPACES WITHIN 60 OF ~ w s Q ' ao ym r a , , r U V
r ,~h' ti ~ ~ ° , ~ J ~ ~~h a , R N VAT E 0 E r~ ti .r . TREE. MINIMUM LANDSCAPE AREA AS A PERCENTAGE OF ENTIRE SITE IS 5~ FOR z n 7 y ENOVATED SITES AND 10~ FOR NEW SITES. A TAI Y D DC DC ~ a
' CALCULAI ALCULATIONS: IMPERVIOUS AREA = NuIPERVI0U3 SQ. FT• = 251 477 n
ENTIRE ~ =NTIRE SITE LANDSCAPE AREA = SQ. FT. = 259 917 ~ OF TOTAL SITE LANDSCAPED BBFORB YOU DIC~i • V ~ ' ••1 '1 , I• w , , y I O O
= S FTI = 511 394 CONTACT ONE~ALL CENTER TOTA IT AR A TOTAL Q LSE E ' ' ' ' PROPOSED SEED SOD ~ • '•1,• 00 cn W I
INTER 1-80632--4949 INTERNAL TREE RE UIREMENT: IMPERVIOUS AREA 10 000 = 25 TREES REQUIRED Q '1, O N
B ' 1, CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ~7 TREES PROVIDED THAT EXISTING UTILITIES ARE LOCATED PRIOR TO COP NTACTING APPROPRIATE PARTIES AND ASSURING TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICAI 3ARRICADES USING FLAG MEN ETC. AS W N
NECESSARY TO INSURE SAFETY TO THE PUBLIC. .IC. SCHEDULE A1, •11/1\111 LI^ ~'?11f~f~T AA Af--1A
SURVEY DISCLAIMER T, ARE TO BE REPLACED ACCORDING TO UKAYYINb NU. Zntt i cl ur sL
1. BOUNDARY SURVEY PROVIDED BY RB PHARR R IS THE AND ASSOCIATES, P.A.; 231 POST OFFICE DR., UNIT B-6, WM CON INDIAN TRAIL, N.C. 28079; TEL. [phone]; OR 7HE UF IS THE RESPONSIBILITY OF THE CONTRACTOR/LANDSCAPER TO NOTIFY THE URBAN FOFESTER OF ANY 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE ITE CONFLICTS THAT AFFECT TRH SPECIES OR LOCATIONS PRIOR TO PLANTING TRlEE8. CALL 338-35A9 STANDARDS OF THE NORTH CAROLINA DEPARTMENT 49 THE URBAN FORESTER NAKED ON THE APPROVED PLAN FOR ANY CONFLICTS REGARDING CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. TMENT OF TRANSPORTATION AND N
;ATIONS.
DATED MARCH 28, 2005. SrE' tTE, SIGNS, OVERHEAD POWERLNE3 OR OTHER UTILITIES. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING S 1926 SUBPART P, OR AS AMENDED. CHING STANDARDS PART SCALE: 'I°= MIS C120
2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES 0 20 40 80 80 TITLE:
VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE t. PLWNG
A
14 10 114 jib

o ~ ~ ~ ~ ~ i i i i i I
O V
GENERAL NOTES: PERMANENT POOL
N 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS 8' MIN. 3" WATER QUALITY/ O KEE.
#5 W SILT FENCE \ -#5 WASHED STONE WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. ELEV 698.75 ORIFICE
I 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH TOP OF BERM ~1
\ / A MANNER THAT IT WILL NOT ERODE. OUTLET TOP FOP
/ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY. 2 ~ HORIZ. ORIF. RIF. 8
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT 6'x6~X1' ANTI-SEEP 12' MIN UTTORAI SHELF COLLAR (TYP OF 2) 2 00
EROSION AND WATER POLLUTION ARE MINIMIZED. ~1 min
,r a~, - 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE . 24"~ RCP.......:... ' ' _ ~ .
M DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. i - • POND BOTTO ro
A ~ 6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH CMLD STD. DTL. #30.06 r" A 1 ~
1
NOTE: ~ 6 ~ FOR BEDDING REQUIREMENTS CUTOFF TRENCH TO EXTEND ACROSS SEE PIPE MANUFACTURER
STORAGE AREA THE FOUNDATION PARALLEL TO THE CENTERLINE AND COORDINATE WITH CJS
i ~ SILT FENCE AND UP THE ABUTMENTS TO ELEV.
O ~
L \ N #5 WASHED STONE 6 I 10~
F~~ 6,• MIN. ~ j 3 6 \ ~1 ~ 1 RIPRAP FILTER ~ s J
CATCH BASIN / 12" MIN. i/~~ . . C O
PERMANENT POOL ELEVATION w ~
FILTER FABRIC SKIRT 2 2 2
IN 6" OF #5 STONE ~1 min 1 ~1 W a ~ W
MAIN BASIN ELEV 690 w z
POND BOTTOM
i PLAN VIEW w Q= J w z
K LITTORAL SHELF- 12~ MIN C2) 8° FOREBAY DRAINS WITH SLUICE GATE FOREBAY V F- w w Ci- (n
OR VALVE
SECTION A-A
3
SILT FENCE STORM IN 9° OR 10" ~A INLET SEDIMENT TRAP CMLD STD. gyn. ~o.os N.r.s. g WATER Ql 1 1 /8" 5/16" 3 16•• ~ QUALITY BASIN SECTION 3
• 48"x12" NOTCH WEIR
1 1 ' / S.SS ANGLE 3" INLET ORIFICE
L°~) . • M
J 1 5/16~~ . t W V 7~ 8
3 6"S.S. ANCHOR ~ t..._ BOLT EPOXYED 12" ALU. r~ d + l+ZJ + N
~1 1 4°~I IN PLACE ACCESS ~ p ' LADDER
1~-9~~ APPROX. 12'-6" MAX~L 2" FOR~~~ST BOLT 5~8" NC-2 NINE
PLAN I?ETAIL OF BOLT 1~ 0.9
5/8° DIA. x 1 1/4" ~ POST BOLT 5T BOLT ~ ~~2 1 ~6~~DEEP ~ECESS w77 U :
SPLICE BOLT 4 REQUIRED BEAM TYPE GUARD RAIL 4 124" 2~~ ~ ~8„ . SS ANGLE CLIPS oo-..f~
0 (TYP OF 8) ~i~ 310
o
H TSECT ON M ANCHOR DETAIL ?4'tRCP,,,,,~
o 0 0 ~ I ~ I 1 N I~ vu i~c i rlrG ELEV 697.00 ````11111 1 ~
POST 24"x12" NOTCH WEIR TRASH RACK AND VORTEX PLATE /**40 I TE ~i~ 0000
AX. 12~-6" CENT R TO CENTER OF POSTS OST ~ DETAIL OF NUT LEY Y CONTRACTOR TO SUBMIT SHOP O ~ o
DRAWINGS TO CJS PRIOR TO FABRICATION. dOO O 4ft 410
~C7 TYPICAL ELEVATION ~ ~ 13/16" MIN. s;; ij ~4,DIA. HOLE =U;cn L
PERMANENT PERMANENT PLAN VIE W
~W6x8.5 3 1 /4" ~ ~ e POOL 694.00 POOL Imo' ~ `
~2:1 SLOPE (MIN. 3') 3~~ ER-1 SEE STD. 1 1/6' 1 17/32 N0. 50.08A 3" ORIFICE TOP f N ~ v
G STEEL GUARD RAIL RD RAIL /~pROPERTY LINE ~ 13/16' MIN. ~ 3.0" SCH 40 PVC W
2 5/16" \ `rs, DIA. HOLE n U
~ 12" DIA. HOLE 4• RECAST 6'x6 4~
EDGE OF PAVEME DEAD-END STREET B PAVEMENT C 3 1/4~~~h NEUTRAL AXIS ~ WITH CONCED VALVE VAULT. TINOALL UV7272
~ ALUMINUM STEPS SPACED 12" O.C. 'S OR EQUAL c. a
~ ~8~~ 3~4" x 2 1 /2" POST z F U 2nd CONCRETE PLACEMENT ~
TREET BARRICADE ~ ~ OLT SLOT ~ ~ a, AFTER BOX IS ANCHORED - NOTE: IN PLACE N CONTRACTOR TO ENSURE THAT OUTLET
3 1/4" ~S: s SPLICE BOLT ~ SLOT ~ ~ M BOX IS SET LEVEL AND FLUSH WITH SURFACE ZFACE
. i.? OF BASE FOOTING TO PROVIDE UNIFORM a ; ~ z ` ~ a ~ BEARING. GROUT IF NECESSARY. w
F 29/32 x 1 1 /8 I ~ SPLICE BOLT SLOT • • ~ ~ ~ . p,. ap , , 'p,. JGS 0 Q
~ '•d: • SEE ANCHOR DETAIL D ALL ORIFICE OPENINGS ANO PIPE OPENINGS 6.00 ~ INTO THE OUTLET STRUCTURE SHALL BE Q
• DETAIL OF POST ~ 9_~5 9-~/5 BARS SEALED LEAK TIGHT. USE "LINKSEAL" O 12" O.C E.W. SECTION VIEW ANDHSMALLER.EALS FOR ALL PIPES 24" Q
SECTION THRU RAIL ELEMENT ~ 12~ J Q - N
CC 00
DEAD END STREET B E GENERAL N 1. STEEL BEAM TY WHICH HAVE BE 2. FOR STREETS 2 POSTS, AND TW ENTIRE WIDTH 0 3. GUARD RAIL SH 4. MINIMUM THICK ~ THE RAIL ELEM GUARD RAIL PA THE HOLES FOR T BARRICADE cM~ s-r~. gyn. ~so.07A N.T.s. 8 OUTLET S NOTES: .T STRUCTURE ".T.s. 2 2 N
w wU
a- a. z
1. WHERE A TYPE ~ TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT Q Q
RAL NOTES OF TRANSPORTA INTERSECTION O EAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS IS PROPOSED B IAVE BEEN IMPROVED WITH A PERMANENT TURN-AROUND. STUDY, A FULL ISPORTANTION (CDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED ;TION OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION _ =w
JSED BASED BY CDOT ON A TRAFFIC IMPACT/SIGNAL WARRANT U U
4 FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED. 1~-6" CURB AND GUTTER W CO O
THIS PAVEMENT ?EMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100-FOOT (STANDARD N0. 10.17A) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC 24~ MIN, cn w w J J CC CC
tEETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25~ SECTION, THREE (3) STEEL SIGNALMWIL~ BE NILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY
AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE BASED ON A TR WIDTH OF THE STREET. 2. A CONCRETE GU )N A TRAFFIC STUDY OF CURRENT CONDITIONS. VARIES -MINIMUM ENTRANCE FOR 2 LANES Q Q O U ES ,
2ETE GUTTER TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL OF TRAFFIC IS 26~ FACE TO w LL, ~ 0 Q Q ~ w o
RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN. LOCATIONS. AT NECESSARY TO ~S. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE FACE OF CURB. CRY TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTION.
THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD. 3. THE DRIVEWAY L ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS. ENTERING DRIV RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER. 4. FOUR (4) FOOT
?EWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM N TRANSITION FROM 2'-6" CURB DRIVEWAY. TO 1'-6" CURB AND GUTTER IN Z~ zW
LLJ x.20 ~Z ~Z
FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS 20'-0" PER STANDARD N0. 10.20 THE DIRVEWAY GUTTER SLOPE IS GREATER THAN 2~. 1 /2" EXPANSION JOINT (TYPICAL
_ES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED. DRIVE IF THE Dl 4RD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS END OF EACH RADIUS) NL o~ 00
5, THE GUARD, BO z z
FOR THE COAT STEEL SHEETS, 6. IF THE AVERAG SQUARE FOOT, C COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC-COATED (GALVANIZED) IRON, AND RIGHT OF WAY W W =E =E M =E
HEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A. 4'-0° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O O V U
26' MIN,
OVERAGE SPECTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPECTER PER ACCESSIBLE RAMP -STANDARD NO. 10.31A OR 10.32A (TYPICAL
FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPECTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE ~ EACH SIDE) GROOVE JOINT PER STANDARD N0. 10.178. Z Co O O to N
LOT SAMPLED S ~ SUCH AS BUST 7. THE GUARD RAI WITH THIS PLAN g, WHERE A DEAD (SEE STD. 50.0 B 4PLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS, „ ~ ~ 2'-6" CURB ANO GUTTER ~c j (STANDARD N0. 10.17A) tTER I
3 BLISTERS, FLUX, AND UNCOATED SPOTS. FA) a a V ~ t=
~RD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE SECTI IS PLAN. 4' CONCRETE GUTTER ^ z rn p
SECTION A-A C-> U
~ DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED. r~ A W W d CL 11 If 1 11
~ CD CO
J. 50.08A & 50.086) (ER-1). GROOVE JOINT ~ O O 00 cn
L~ A 4J
CONSTRUCTION JOINT Cl~ O N
OR GROOVE JOINT TRANSITION FROM 7° DEPTH AT LIP
TO 10" DEPTH AT 4' CONCRETE GUTTER w N
nR,&WING Nn_ SHUT q5 nF ~7
DEAD END STREET B~ 'T BARRICADE(GENERAL NOTES) CMLD STD. DTL Y50.078 N.T.S. 7 TYPE III D III DRIVEWAY N.T.S. 1
C603---
TITLE.-
DETAILS
A
Ilb

o ~ ~ ~ ~ ~ IF i I~ i IQ i la i Ian i I~~ I
O
N
M M
L
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Fi••~ WOO 00
W Z ~
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N
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GENERAL NOTES: r ~
1. DETAIL SHOWN TO BE USED FOR WATER QUALITY POND OUTLET.
J
2. SEE DETAIL 11/C600 FOR RIP RAP APRON INFORMATION.
3. SP~ASHPAD TO BE SLOPED SUCH THAT DRAINAGE IS DIRECTED TOWARDS M 'ARDS MIDDLE 6°
DIAMETER HOLE.
4. ALL CORNERS TO BE CHAMFERED 1" IF CONCRETE.
o- c/)L c,
5. THE CONTRACTOR WILL BR REQUIRED TO PLACE 2-#6 BARS "Y" IN THE T0 ENDWALL FOR PIPE CULVERTS 42~~ AND OVER WITH A MINIMUM 3'~ COVER AND A THE TOP OF ALL
LESS THAN ENDWALL. AND A LENGTH OF 6'~
H 6. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. SLAB.
7. WALL THICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO MEAN THE THI ACCEPTABLE, BUT IS USED ONLY IN COMPUTING ENDWALL QUANTITIES. THE THICKNESS \,4, ~j 0 00
Qom: sP~
I 8. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, ~F PIPE, BAR "X" N
(DOWELS) SHALL BE PLACED IN THE BASE AS SHOWN ON PLANS. SPACING OF B APPROXIMATELY 12" CENTERS UNLESS ENGINEER DIRECTS OTHERWISE. JG OF BARS TO BE ~ =U:~ w _
0 a I GOP m i dr ~ ~ ~
9. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH. ~F PIPE, AND POURS z SLOPE ~ ~ SLOPE
~ Z L&J .,III p
G 10. ALL CONCRETE TO BE 3600 P.S,I COMPRESSIVE STRENGTH. j W
11. COORDINATE DIMENSIONS WITH THE MINIMUM RIPRAP APRON DIMENSIONS. S 11 /C600. N IONS. SEE DETAIL U
2.00' 2.00'
CONCRETE DIMENSIONS PIPE REINFORCING 6" DIAMETER HOLE, TYP.
WALL OUT IN MIN. ~~cn BAR "o" BAR FRONT VIEW DIA. N0. LGT. N0. LGT.
THK. DIA. DIA. *H A B C E F G W K M
2 1 /4' 19 1 2' 15" 27 1 /2 20„ 24" 8" 7 1 /2" 4'• 4•' 8„ 17' 10„
2 1 2" 23" 18" 31 " 20" 24.• 8„ 9.. 4" 4.' 8" 17' 12.• w
F * 3'~ 30° 24" 38" 20" 30" 8" 12" 4" 4" 8" 21 15" 30" 4 3'-3" 4 (AD
3 1 /2 37" 30" 45•• 2~" 44•• ~ 2•• ~ 5•• 6•• 8•• 31 ~ 18•• 3'-2~~ 36" 4 3~-9~~ 4 3'-8"
4'~ 44~~ 36~~ 52" 32•• 44,• ~ 2 ~ 8„ 6" 8•• 3 ~ ~ 22•• " 42" 4 4'-3" 4 4'-2° ~ O t-
4 1 /2° 51 ° 42° 59" 32" 48" 12 21 " 6 8 8' 34 26~~ 5" 58 48° 66 32 48 1 24 g" 8 8 34 29' i 48" 4 4'-9'~ 4 4'-8•• N
5 1 /2' 65" 54" 73" 32" 54" 12 27" 6 8" 8" 38' 33° 54" 4 5~-3° 4 5'-2° > CC 00
6" 72" 60" 80 36 66 12 30 8 12 12 46 36' ' 60" 4 5'-9" 4 5'-8" N J J
6 1/2" 79 66" 87 36 72 12 33 8" 12 12 51 40" 66" 4 6'-3" 4 6'-2.. w wU
j 7" 86" 72" 94" 36" 78" 12' 36" 8~~ 12 12' S6' 43•• ~ 72° 4 6~-9'~ 4 6'-8•• CL a. z
" SEE SHEET CVS.~ FOR ACTUAL HEIGHT Q Q
E _ =w
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K E O
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6' MIN. N J y' ~ O CL ~ U
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"C" BARS "D" BARS AT 12" ON 12" ON CENTER ~ ~ N W LLJ
I w ~ ~4 BAR 12" O.C. "C" BARS AT 12" ON V Z oz ciz W W
a
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SIDE VIEW
FOR RIP RAP O M LA J
B APRON REFER TO 3 0~ O O
DETAI L
TOP VIEW APRON DRAINAGE PATTERN, TYP. W N
DRAWING NO. SHEET 27 OF 32
CONCRETE ENDWALL WITH ENERGY DISSIPATER N.T.S. ~
C605.1
TITLE:
A DUALS
14 11,5 114 jib
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1. BOUNDARY SURVEY PROVIDED BY RB PHARR
AND ASSOCIATES P.A,~ 231 POST OFFICE DR, UNIT B-6 INDIAN TRAIL N.C. 28079 TEL. [phone] W
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2. TOPOGRAPHY IS A COMBINATION OF MECKLENBURG COUNTY MAPPING/ GIS SERVICES VERSION 2002 AND FIELD RUN TOPOGRAPHY FROM R.B. PHARR PER NOTE 1. SCALE: V= 100'
0 50 100 200 609---
TITLE:
A POST-DEVLMKEW DRAINAGE
13 14
1 19 Ilu Ilb

~~4 WETLAND LINE TA INV. OUT=~s~.ss~ P•P• )81,~ ~ a.~` ~ LINE BEARING DISTANCE LIN ~ ~ PW Wi N 2T03'24" E 22.92' W7 LINE TABLE
LINE BEARING DISTANCE
INV. W=750.08' ~py ~ ~ ~ W.M _ -8 W71 N 23' 18'09" W 38.83
q ~ - ~s' W2 N 15'28'00" E 42.t9' W7 ~sz.3 ~ ~ ~~W P,P. ~ . ~ 9'~3 ~ ~ ~ EO / 9o W3 N 49'51'57" W 56.53' W7 15 2. - / ~ SSMH#17 W4 N 57'39'08" W 21.89' W7 P.P _ 15 / - .bz WS N 66'09'36" W 56.62' W7 ~ ~ W6 N 35'43'48" W 75.06' W~ 744.6. / i i 7A9: ~o W72 N 16'56' 15" E 22.01' W73 N 2V59'1 3" W 30.66'
• VE TABLE CUR w ~ z RADIUS CH. BEARING CH. CURVE LENGTH LING H. N H W74 N 03'34'25" E 18.72'
~ C1 0 7 N54 06 09 E 1 ~ a `N_ W~ 9"E 111.33 INV. W~741.15' W75 N 16'44' 18" E 17.16' W76 N 19' 11'27" E 25.60'
p 0 I- G I co w y ~ as cn 9,o F ~ z INV. WT=736.01' ~~.t 744.6. ~ 749.1 738.y 740 , ~ ~ W7 N 01'2835" W 33.88' W7 ~4 - 1 ~~6 W8 N 28'2311" W 38.55' W7 to l ~soo~ 751.62 SS~AH _ s" - = ~ ' ' . s W77 N 00'25'06" W 19.85'
S 0 o F N q ~ ~ a 0 ~ p U ~ E.M.M. ~3.44~ii~-~~~ 738,L/ ~ / ~ A \ S ~ ~ W9 N 21'36'06" E 31.36' W~ W78 N 15'48'46" W 15.98' W79 N 23'00'09" E 9.43'
a; Z F ROAD M CHAPEL a MpORES G a~ 'M y~N M '9.0 ~ _ ~ ~ ~ iii ~~~.3 P. ~ ~ ~1gs.4 W10 N 50'16'37" E 22.53' WS 4~ ~ s•2 W11 N 44'34'01" E 60.54' W ~ ~ ~ W12 N 60'1241" E 41.66' W8 W80 N 48'50'31 " W 30.62'
A, E,M.M. ~ ~ a! ~ - ~ , • - - W81 N 16'00'57" E 6.71' W82 N 15"29'18" W 17.18'
Z w ~ < E W m Q' ,~i ,gyp ~ W~ $ INV. WT=756.65' W13 N 28'19'24" E 30.22' W8 W83 N 36'33'24" E 15.05'
p y J ,~v Q ~P ASSN 24.3 724 3~--~~~ ~ ~ ~ ' / _ L ~ . 723.2 _..._____~~~3eQ. ~ / _ ~ . ~ ~ W14 N 53'32'17" E 11.76' W8 SSMH~ ~ W84 N 03' 11'50" E 18.80' W85 N 06'03'50" E 32.33'
3 730, - ~ / =-~r_ j / ,3 I 7 - INV. OUT=747.48' a W15 S 86'2431" E 35.99' W$ tiq WETLAND CERTIFICATION w,s N za•zs~as° E 39.21' w ,p W17 N 56'S6~04" E 23.74' W S H #9 COVERED P•P• "THIS CERTIFlES THAT THIS COPY OF THIS PLAT W18 N 23'55'25" E 13.39' W ~ TH ASPHALT ~ ~ IDENTIFIES AS WATERS ANO WEfIANDS ALL AREAS W86 N 11'30'35" W 34.79'
W87 N 1 1'56' 17" W 22.14' W88 N 50' 13'35" E 21.85'
SHARPES ' CIRCLE _ - a- - ' W89 N 07'37'51 " E 16.79'
- wN OF WATERS AND WETLANDS REGULATED PURSUANT W19 N 53'45'27" W 22.71' W p W20 N 30'47'44" E 34.33 W F ~ / TO SECTION 404 OF THE CLEAN WATER ACT AS y,~ DETERMINED BY THE UNDERSIGNED ON THIS DATE. Wz~ N 46'33'21" E 28.06' W90 N 35'48'49" E 22.12 W91 S 60'09'27" E 14.77
O. ~o p L ~ W A N SSMH#1 ~ ~ % ~ ~ f '~5 f ~.t ~ ~ f l" I ( ~ ~ ~ ~ P.P. INV. OUT=682. ~ p, I' 7 , ~ ~ ~ P.P.~(y~ ^19 W22 N 22'37'40" E 50.49 W ~ UNLESS THERE IS A CHANGE IN THE LAW, OR OUR W23 N 21'13'12" E 61.69' W N PUBLISHED REGULATIONS, THIS DETERMINATION MAY W92 N 83'21'44" E 25.40'
Y I P.P. < t~ Z INS I9/J13 W24 N 11'06'44" E 81.45' W Q.• ~ 3 BE RELIED ON FOR A PERIOD NOT TO EXCEED FlVE yy2g N 22'37'35" E x8.53' W n, ze YEARS FROM THIS DATE. THIS DETERMINATION WAS W25 N 14'44'06" E 43.66' W ~P~ MADE UTILIZING THE 1987 CORPS OF ENGINEERS W27 N 09'52'52" E 32.60' W X12 ~h WETLAND DELINEATION MANUAL." W93 S 39'37'35" W 14.40' W94 S 82'05'23" W 14.69'
7 I jI~ ~4~ y r 'j'q~ /i ` I ~jt . POND` ~ Q'~ W95 S 59'56'55" W 34.06'
a ~P ~ ~ I! ~~'j X1 1 I ~i~ ~1 '0 ~ / ~ u 7t4 CMP 9 A~ ~ : ~ ~ P.P. / ' ~ ~ (I ' ~~li~) ~ ~II I I ~ ~ ~ I X14 PN\~~/ ~ ~i ^~I P ~ ~ W96 N 27'46'24" E 29.11' W97 N 52' 18'30" E 13.73'
_ ~ SS SSMH#2 ~ ~ ~ ~Ilp Il~~~~i~ I,I ~ ~ I ~ If ~~i'~~%i i , ~j~ ii~~~sl / ~ ,~v~~ ` ,P~ DETAIL 4 W2$ N 03'02'40" E 44.40' W ~ • _ r~~ .~~4°' ~ W29 N 00'4651 " W 65.68' W y~ ~ W30 N 07'05'53" W 55.26 W~ ~o ~n U.S. ARMY CORPS OF ENGINEERS REPRESENTATIVE w31 N 00'09'59" w 60.96' W~ W98 N 26'36' 11 " E 21.22
f land situated I in and bein oin tract or arcel o , Y 9 9 , Thot cent p 1~ I V ~I t td l1 fI~~IY l~`''~~`~~ ~ Z ~.~;t~~ ; ~k ~ " ~ ' ~ • Q ~P~ W99 N 40412'57" W 21.10' W100 N 42' 12'34" E 11.47'
' f Charlotte Paw Creek Township, -1 I in the Cit o ~ art~ol y ~ P Y , h Carolina and been more ~ kl nbur Count State of Nort 9 E Mec e g y, z~ °2~' W101 N 09'53'21 " W 22.42'
N79 , icularl described as follows: ° ~ Y S8 ~ M Pa 5 2x16 EM E ~ 9.64 15 z~a, ~ E.M.M. N~~T~ E WEMNUI ~ ~ `I I ' \ , ~ / ,,i, ~~y ~ ~~A,~ / lra~ % l l/ , ~ l M 10 ~e'}jl III {l~:~t~ ~ _ ~.6- % '~.i i~~~'; / ~ ' / ~ ; ~ ~°f ~ v 8.75 ~E?~ C/L C ~ \ j~~~~i / /~I~jb~~ ~ ~ 7 Q ~ M N W32 N 00'01'50" W 61.26' W~ 3 3 W33 N 11'4832" E 55.28 W ~ Jl0 Ig W34 N 0534'22" E 119.97' W~ W102 N 24'38'23" E 33.42' W103 N 15'08'57" E 41.73'
" " havin ublished G E.M.~1. I N. G.S. Monument RHYME g p SS BEGINNING at C. SSMH#35 ~l I ~F~~ = j/////%j~% ~ ~~i ~ ~ ///j ~ ~~,7,/9 /I~~~ 11 ~O W104 N 07' 1 V1 8" W 29.03'
' f et and E: 1412,513,99 Coordinates N. 566,540.36 e Grid • 7 82 thence S 22-24-46 E Combined Factor. 0.9998 2 , feet ~,~'h~ ^~y T~~ W35 N 03'54'59" E 34.21' W~ ~g~y 3 W36 N 09'56'47" E 55.73' W~ W105 N 00'2946" W 46.46' W106 N 15'55'38" W 25.42'
'ante to an existin concrete t 7 935.53 feet round dust 9 9 • ohn Griffin ~ 2 c ~~c ! ~ ~ b' ~ ~ ii i / l /,~~1 a ,E3 BENCHMARK W~T~D .133 X32 15 W37 N 13'38'10" W 30.23' W1 W107 S 87'33'09" W 19.31'
in the common corners of the J g monument mark g , ford Trust ro ert os ac uired tee of the Foster T. Drake p p y q Trus ~ sL° l \ ~ ~ ~ _ ~ii!i ~ /2, ~ / /3 EXISTING PK 2 1 ~ \ - ~ /,//~y5/~/ ~ / e NAIL=738.74' 11-9 J1-13 ,1~ DATE W38 N 21'03'57" 25.03' W~ 'K , 2,03 sq.~r. \~yti W39 N 19'34'35" W 16.45' W~ W108 N 16' 13'49" W 25.91 ' W109 N 52'2226" W 28.75'
Pa a 476 and the Barbora L. deed in Book 12,122, g by $ • deed in Book 2,772, Pa e vi ro ert as ac uired b 9 p,P ~ DasP P Y q Y e~ 690.2 Ip~~ \ ~ ~\ya~~~~' / 4~ d~'• ,4 ~ i4~ W40 N 03' 1~ W 20.30' W~ W 1 10 N 65'54'33" W 13.35'
nt Re ist of Deeds, existin 4 m the Mecklenbur Cou y g ry 9 ~ 2 13 9 rkin a corner of the Pawtuckett ~ W - ~,1 I689.4~ ~ .3~~ ~ _ . ~ - -sue= , ~i ~i- iii o~p p/~~`O e / 3 WETLANDS TABLE W41 N s6.3e'4a• 2.00' W~ .16 I3 W42 N 66'36'48" E 53.60' W ~ Will N 27'37'05" E 21.78' W 112 N 10'42'06" E 21.70'
concrete monument also ma g s ~ z uired b ~ C ro ert now or formerly as acq y Golf Club, LL p p y ~ J5~1'~~ ~O W43 N 86'07'12" E 49.50 W~ W113 N 61'11'02" E 12.68'
449 said concrete monument deed m Book 13,134, Page , F EGINNING~ thence from soil in the TRUE POINT 0 B , beg 2 ~.~'~6 a1'` - WL - (THOUSANDS) JURISDICTIONAL WETLANDS W44 N 56'34'40" E 18.53' W~ W114 N 48'26'06" W 14.78' W l 15 N 40' 14'05" W 19.83
' f said Golf Club in two 2 monument and with the line o 683!7 ~ ~ I 1 ~ 890.E ~ ~y~% t 4 JS J~ • ~oi2 / Al -3/B 1-5 = 448 SQUARE FEET W45 N 80'42'31' E 25. t 8' W ~ C1-8 = 730 SQUARE FEET W46 N 18'57'24" E 21.21' W~ W l 16 N 01020'56" E 45.83'
w : 1 South 07-36-09 East rses and distances as folios w cou it set in a concrete cart ath, ~ . 6 feet to an ex~st~n na P 403 5 9 W47 N 68'13'17" E 28.71' W1 13' D 1-4W = 1,134 SQUARE FEET W48 S 8 1'45'54" E 29.03' W ~ W117 N 41'51'53" E 16.03' W 118 N 13'24'53" E 19.77'
n xistin nail - - 658.76 feet to a e ~ ~ South 78 51 37 West 9 2 r of ~2 ~ / Fi-10 = 14,450 SQUARE FEET G 1-5 = 557 SQUARE FEET W49 S 62'42'48" E 21.90' W `gym 3 ~ ~ I1-9/J 1-13 = 2,030 SQUARE FEET W50 N 42'53'30" E 55.56' W I1/J1 B4 W51 N 76'4658" E 28.95' W / DETAIL 1 yyL - (HUNDREDS) JURISDICTIONAL CHANNEL W52 S 58'53'24" E 15.63' W 3 ~ 1" = 50' W53 N 42'36'33" E 27.06' W STREAM 1 = 1,706.3 LINEAR FEET W54 N 79'29'26" E 56.83' W STREAM 2 = 728.4 LINEAR FEET W55 N 66' 3'07" E 48.75' W ~ WET~O INTERMITTENT STREAM = 517.7 LINEAR FEET W56 N 26'08'02" E 14.17' W A1-3/61-5 W 1 19 N 36'38'56" E 19.16
e base of a bent iron ape, the common corne o at th P a r, d Mecklenbur Wildlife Club, Inc. r Pawtuckett Golf Club, LLC an 9 0 ~~ar~ ~S~i . % ~///,?~1'1 , / ~ ~ / l ~ 770.4 ~ ~j j -iii' ~ ~ i / ; " / / $SMH 11 VE6~ ~ ~ C L CR !iii ~ ~ ~ A PHAUI ~ W120 N 40'21 '25" E 33.83 W121 N 60'08'53" E 24.75'
as ac uired b deed in Book w now or former) roperty q y YP _ with the northern line of the g W122 N 53'46' 1 1" E 26.42'
1365 Poe 451, thence _ 9 ro ert North 87-57-19 ~ Mecklenbur Wildlife Club, Inc p p y ° g r SSMI SSMH#4 5 wIOE ~ //i/ ~~i= ~~i ~ ~i ~ a / B q~f~\ W 123 N 26'06'54" E 23.66' W124 N 00'30'30" W 14.05'
n existin bent iron rod, the o West 1,223.89 feet to a g z o n ur W~Idl~fe Club, Inc. and Anno mmon corner of Meckle b g W co ~ ~~%~~~~~~i _ ~i STR.E.,A!M ~ / ~ ~ / / ~ ~ ~ L I I j~~; 11, ~ ' 7 - UnEAR / I I I ~ %3 73 S / ; tS ~~O W125 N 31'26'47" E 49.23'
• -419 - 4 rl as ac uired b deed in w eck ro ert now or forme y q Y H B P P Y • e with the easterl line of Anna ~ N ~ 448 SQ.FT. W57 N 79'29'10" E 5.22' W ~ W58 N 35'27'13" E 86.87' W LEWIS SMALL 561'24 W59 N 45'22'50" E 49.68 W g.32 W60 N 88' 15'26" E 24.45' W 3 1541-423 / ~ W61 N 5T32'49" E 20.57' W W126 N 07'32'00" E 17.11' W127 S 28'06'00" W 10.02'
h nc AP 443 t e Y E ~ 4 Pa e A L 4 P Book 5, 3 , g , ' with the Pedro and Zena~do H. Beck ro ert and continuing o P P Y B~WIDE ` l ' ~ ll/~ j~~l%%/~ j/ ~ ~~/(l ~ ~ ~ ~ ~ ~ - - ~ ~ ~..8 ~ ~ ~ ~ / / / 'r ~ ~ ~2~ sr~G 1; ~ l~ ~~l ~;,~~I ~ I ~ ~z..~ , - , _ ~z~.. ~lz~. ~ / ~,.5 73 ~ ~~~~9'P~ i~ ~ ~ 9y W128 S 26022'50" W 30.32'
rmerl as ac uired b deed andez ro ert now or fo y q Y a w Hern p p Y • nd the Jeonne F, Alwran roperty ` Book 5 403 Pa a 419, a P in , 9 ~ W129 S 39'32'37" W 25.94' W130 S 03'40' 19" W 19.52'
Pa e uired b deed in Book 6,224, g T now or formerly os acq y p,p, o 6a2., ~ I' / d.~ ~ ~ ~Z~~ ~ - , - - ~ ~ ~ ~ I I ~ / / / ~ / JOHN LEWI C L CR ~ ~ J ~ ' ~ \ ~ rn.a ~ s~ ~ ~zzt,..s ~ ~ / / / ~26.e DB 1541 o ~wio~ ~ ~ l ~~Z~S- _ ~ L ~ ~ / FAQ MB 5- ~ ~ \`765\~~'~\ ~ ~ ~ 1 I I f ~ 1727.4 I v / 729.r ~ % W 131 S 35007'37" W 24.43'
- 10,37 feet to an existin bent North 00-15 06 East 9 9 S 843 rner of the Pedro Z aid ~ e the southeasterly co - 5 ~0' ~ s 6 iron e 1 D8 PP PP ~ SIB 5-213 _ 3 W62 N 05'54'21" W 26.52' W W63 N 56'21 "36" E 13.14' W / G5 W64 N 17' 16'44" E t 7.87' W .~'~1 W65 5 01'03'02" E 20.65' W C,c _ ~ 3 W66 S 09'31'51 " W 28.67' W ~;9 W132 N 7710'07" W 12.07' W133 S 70' 10'49" W 24.79'
, '1~{~ . ndez ro ert now or formerly as and Zena~da Herna p p y (rj F with the J W 134 S 20'40'33" W 34.21 '
~n Book 6 331 Poe 665, thence ac uired b deed 9 a q Y nd Zenaida Hernondez ro ert E.I~.M, sterl line of the Pedro a P P Y ea y W ~.z \ ~ ~ ~ ~ as I /POSSIBLE W135 S 5r49'1 7" W 10.62' W136 S 53'3844" W 17.67'
in an existin bent iron pipe of North 00-15-06 East, pass g 9 f, 4 7.39 feet to a new M, r a total distance of 0 M, 100.06 feet, fo C L CR I1 ~ I 16906 j~\ ~ ~ \ ~ \ I I ~ ~ ~ ~ ~ I -~a~~~~~~ ~ ~ ~ , , ~~.p / /OVERLAP y 9~WIDE 11 11/~~ iii. ~ / I l l ~ l ~~i I I ~ I ~ , W 137 S 01' 12' 17" W 10.24'
rn ri ht-of-wa of the Service a iron rod set ~n the southe g Y J -of-wa = Moores Cha el Road said ri ht y o 8 6~.o I ; ~ (Es,l~~~~y i ~ --~.,1 ~ I l ~ g~qo ~ bA~~ R rvE ~.s ~(q 9~ 1 1 ~ ~ / ~ ~ T ~ 1 ~ ` I I I I ~ 'r ~ / ~ I726.3 "'4 9~~ FOSTER DRAKEFORD NCGS MONUgENf WETLAND G1-5 Ws~ N ~si~'os^ w a~.~a' W ~E• 557 SQ.FT. W6$ N 32'57'20" E 30.72' W DB 7888-12 N: 566,s,o.~. ~ ~ W69 N 18'S3'ss` w 4o.as' w W138 S 39'22'28" W 12.15' W139 S 31'55'39" E 17.24'
Rood which leads to p 9 f r nce No. R-22486B; ~ h from N.C.D.O.T. Pro ect Re e e establ~s ed J . p' ~ I I I I''I~I'I~%~ ~ J 798.x/ / / / ~~C,w1 \ ~ ~ ~~S.f ~ ~ 710' 1 7p8.6 I 1 ~~c~ Clr1 ~ ~c~ MB 5-213 E: 1.412.513.99' ~ W70 N 12'2012" W 23.04
rn ri ht-of-wa the Service Road ~ thence follow~n the southe g y 9 6 distances as follows; 1 North three 3 courses and ~s 1~~'~° ~ $ ~ ~ ~i/ Ioy!3/~~ ~ ~ ~ ~ ~(2~18~ .0 SQ\`~ ~ \ ~ \ ~ 7'a j ~ ~ ; ~ ELEV.: 691.84' 3 ; 3 DETAIL
4 .i.P. ~ E new iron rod set, 2 with 8 16-48-26 Eost 43.04 feet to a ~ 4 BE j j ~ ~ ~ „~`3' ~ ~ ~ ~ ~.18~ A ESQ \ \ \ \ 1 ~ \ ~ ~ s. ~ ~ i i~ c p
radius of ~ circular curve to the r~ ht howng a 1 the arc of a 9 STREAM h of 119.60 feet chord: North 1 706.3 LINEAR FT. 91.87 feet an arc lent 3 9 ~ s' ~ ~~~E 6 ; ~ - ~;o.e ~ ~ ~ ,~4`~A~) \ \ \ ~ p2~~ ` ~ .e \ I i I / mss`! O~~
~ - - 111,33 feet to an existin metal 54 06 09 East 9 ~ ~ QF~ SUE~ tL~_O~R Ct T, s.~ ~is.8 \~cpry I ~III.II ~ (lam ~ ~ , ~ ~ J b J
th 85-27-16 East 119.64 feet to on monument, 3 Sou p,p ~ . _._~,.i w.ee~.r~nenF +hc enufhprly r~nht-of-wav of a~' ~t ~ I.~~ I I!III I~~~I~I~'1~11171~ Jp6.~ ~09.3~ _ \ .,~f1~~ i~(T.-~7 \ 8.9~ ~ ~~S ~ I ~ I ~ 1 I rn
exisun ~nciw . t~ t.M.M. ~ Moores Chapel Road; thence with the southern right-of-woy ~ ~ ~ ~I _'~i~~,-sa~~-\~~' ~``~E \ ~ ~ , ~ \ \ \ A , / ~ X26 ~ / f r w ~c~ o
of Moores Chapel Road three (3) courses and distances os ~ >>s
follows: (1) North 79-27-28 East 253.89 feet to an existing metal monument, (2) North 64-40-19 East 197.09 feet to SSMH# on existing metal monument, (3) North 83-49-40 East X SSMH#5 / \ '~f ' / ~ • ~ ~ ~ ~ ~ 7~ ~ 1~2e y m / T~~ ~N~J o~"3s~ LMN ASSOCIATES, LLC
i9~WCIDE r ~ ~ ~ ~ ~9/ i ~i ~700.~ ~ -6~9.s ~ ~ > ( \ \ ~>\o`~~`\\\ \ . \ ~ ~ ~ / ~ ~ , 72 .e N: 560.899.74' DB 11825-237 ~ I , E: 1.419.930.51' I I DUKE POWER i I I 1 h
635.50 feet to a new iron rod, said new iron rod marking a ~ point on the western right-of-way of Kendall Drive (S.R. ~ ~ ~ E I l~j~/ ~ 11 /rim ~ oo./ ~ ~ / ` `'d~.~~ ~ ~ ~ ~ ~ ~ ~ ns.5~ ~ . J\ oFV.: ~ss.~r M~ ~ ,.,j JOHN GRIPPING, TRUSTEE OF THE OO III I q' COMPANY DB 1622-115
1620) (variable right-of-way); thence with the western PEDRO AND ZENAIDA ~ ~i~ ~ i ~ ~
right-of-way of Kendall Drive three (3) courses and HERNANDEZ X distances os folbws: (1) South 49-05-23 Eost 31.12 feet DB 5403-419 FOSTER T. DRAKEFORD TRUST RAC y II P r
to o new iron rod, (2) South 22-29-08 West 161.00 feet ~ to a new iron rod, (3) South 31-41-59 West 301.40 feet 1S WIDE ' J~ I II _ ~ ~ ~ ~ ~ ~ ~ ns< - " / I I ~7f~. DB 122122-476 p S~ C }
to a new iron rod, said new iron rod marking the southerly I8/J139 ~1/~B J-2~.3 \ VQ(/C R7 ~~jq/~\ 777.76 Ii J12 18 eO9` `Q ~~b I C. 1II ~13
terminus of Kendall Drive; thence with the southerly terminus of Kendall Drive South 45-49-33 Eost 30.37 feet to a new 9 I f zm
nail, said nail marking the eastern right-of -way line of \ w AREA FULL OF ~ ~ S 6 t~F T
Kendall Drive and the southwestern corner of Mary Lee = CONSTRUCTION McCullough property (now or formerly) as acquired by deed ~ m in Book 5,403, Poge 419; thence with the southern line of ~ ~ DEBRIS cR ~ ~ I j ~ 11/ ' % - i ~.6 / 1 ~ ~,1 ~ \ ~.\\x,1.2 ` ~ \ , ~ ~ I ~ ~ ~t IB 3S3 jO,~Y e 9 J I O 7 .
Mary Lee McCullough property and continuing with the \ ~a \ F~0• ~ ~ _ _ %~s I5 4\.~' I A
southern lines of John Lewis Small property (now or /6~ , i. ~ ,'/ill r~'~~ 1~'~,~~•~~ ~ , ~ ~ ~ ~ ~ ~ ~ 1 ~\1R\ ~ I ~ ~ I ~4 I4 782.86
formerly) as acquired by deed in Book 1,541, Poge 423, ~ ~ X ~ _ Foster Drakeford property (now or formerly) as acquired by ~ - - ~ deed in Book 7,888, Page 12, and aforementioned John g{, Grilling Trustee of the Foster T. Drokeford Trust propeRy E.I.R. OFF-UNE -0.31' 2 ~ ~ l ~ ~ llt ~ ~ / / ~ ~ ~ ~ ~ \ ~ ~ \ 719.5 ~ J5J6 I3 I3 BARBARA L. DAVIS s'E~ a ~ ~ MH
67f. 1 ~ ' . ~ / ~~V~ ~Ij~4 T L 1 ,1 I o I~ l ~\oa.s\ / / J / / / ~ 1~ =l~ ~7~-~~ -j ~ - (l ~~.a J3 I2 DB 2772-143 OB X358-297 MB 5-213 J
MA (now or formerly) as acquired by deed in Book 12,122, v 5ra 5+x5.46 ApE/ I ~l ~ \ 1 ~ I I ~6~~ ~ ~ ~ ~ 4 / ~ ~ ~ ~ J2 I1 - - Hv BENCHWWK NAIL IN POLE 778. Tmq 778.3 J
Page 476 South 45-49-33 East 980.46 feet to the point ~ BENCHMARK NAIL IN 14" ~ .Z~~~~>'1 l I ~ ~ ~ ~ ~ \ ~ all ~ 1 ~ ~gs.3 % / / P/ ~ i ~ - - ~ 7+~.8 It /Ji / ELEVATION = 782.68 N \ LUCIOUS & 00
and place of BEGINNING, containing 2,312,381 square feet or ~ HICKORY ELEV.= 671.26 / I 53.0850 acres of land as shown on a survey prepared by R. / ~1u ~~l/,, / / / 699 1~~6~5,~ 1 °4 ~o~ s ~ ~ oa.s, / / / / ~ ii4.a/ ~ ~ - ' ~ ~ j ~ i ~ Jest s' ~ ~ 1`` ~ 1 / ~ ~ ~~~.6 / ~ ~ _ ~ / J _ c/~ ~ sew CAROLYN LOVE
C[~ CREEK B. Pharr & Associates, P.A. dated March 28, 2005 (Map Y ~ 26 wioE ~ ~ file IT-119) . ~ ~//~i// / ' _ ~ -_J.~ c~a~e I r l~ ~ / ! ~od.z/~ / ~ ~ ~ •~('if~'s\ \ / / ~ z w~oE p0 FIVE MAR ~ P.o.B. PROPERTIES, LLC DB 5466-880 a, \ CB
c z ~ l % ~ ////i// % ~~1~ _ -sDw= ~ ~ ; / / ~a3,s : - j ~/i ~ ~ ~ ' 1 ~ '~.e / iii c ~ orTCH ; l 11 ~ , ~ . , , l i i.= ii - - ~ o DB 9154-630 ry D4W/F1 ~ IX'~UONUMENT ~ GRATE 780.69
Z[} 'CR f/ a ~r / ~ ~ ~ ~,s.o Fro ~ N: 559,204.28 ~ OUT 778.29
LEGEND ~a~~~~ ~~c~~ NN - NEW NAIL ~ .~~q ~~,t~`~~~ EN - EXISTING NAIL x !C////// /~%8~/~//~/j . . J ~ / / I 715.0 I FB (OLD TRACT #3) o E: ~,4t5,539.63' ~~m / ,~o u4w
EIP -EXISTING IRON PIPE ANNA H. BECK ~ ~ry~~ xk ~°FF~ E2 ~ ~/Et ~~ND D1-4W ~ Fg WOODED ~y x,134 SQ.FT. = Q /
EIR - EXISTING IRON ROD DB 5434-443 / j//~/ 709 (OLD TRACT #4) Fs N ~ ~ Q~ /CAR FS 3 / CAROLYN LOVE J DB 8652-800 s. ~b
NIR - NEW IRON ROD ECM - EXISTING CONCRETE MONUMENT 0J SSMH~6 EMM - EXISTING METAL MONUMENT yr~ ~i c/ SSMH~6 ~ 3' woe 3 ° 7~~ - \ ~ 3 o WETLAND F1-10 ~ ~3 3~~' ~ ~
3 14,450 SQ.Ff. ~ ~ Dew ~ ~ ~ " ~ ^ ,1~~ v7~
PP - POWER POLE ~ LP - LIGHT POLE / ~1 ~ ~ F4 F4 E43 w~ruw~ c~-s m ~V~ I J~ J 730 SQ.FT. m Q / ~ J0 o ~o C3 n Q D F3 ; 3°j ~o ~91ca W92 ~ ~ ~ v ~ ~ o. JERRY & JOAN N EAL s
TP -TELEPHONE POLE Zb~ ~ E SMH TB -TELEPHONE BOX x WOODED 3~WIDE~ r~ C/4 DITCH 3 F3 3.5 WIDE DB 4677-705
PB -POWER BOX CRE ~~CH
GW -GUY WIRE 33 WID PM - POWER METER ~ ~~r Z j 8l~D ~H F2 w~ ~ F~ c~ ~srn ~g ~ r v ~ 6`~ ~ ~
WM -WATER METER W ~~~p K WB -WATER BOX
FH -FIRE HYDRANT ' t 3 W yWj .3/~E ~~F~ D4W/F1 ~ 3 ~i ~ ~ ~0 C1 /CB N .
OHP -OVERHEAD POWER ~ C ~ CRE SMH OHT -OVERHEAD TELEPHONE wioE F 4 WIDE H D4W~E~ ~ C7 ~ ~1 W Z
UGT -UNDERGROUND TELEPHONE ~ ~ C/L DITCH ply ~ 4 WIDE INTERMITTENT STREAM ; ~ a~ w
EOP -EDGE OF PAVEMENT ~ GAS -UNDERGROUND GAS LINE DEfAII 2 3~~ DETAIC 2 CONCRETE GOLF s~
R/W - RIGHT-OF-WAY C } CREE ~ ~~d;~ k`~ SSMH -SANITARY SEWER MANHOLE 1~ W~~ ~ ~~~~o~ 517.7 LINEAR FT. E4 o~w q C4 ~ ~ CART PATH k~ ~ ~ W.F. PI ~ ~ oe zss z ~y ~ oc~srnrc ca+c~ ~ W.F. PITTMAN z
RCP -REINFORCED CONCRETE PIPE ~ ~ e;~ C/L D CH C2 DB 2996-242
POB - POINT OF BEGINNING ~ ~ e~~~RM SSM NOTES 2~ MCADE 3 SSMH 5 ~ $ ~ / NAIL IN TOP OF (X1ftB ct /cs 124 C~ ~ Tp w~~~ E: 1,48 5 593.02' ,2~~\ ry ~ ~ w ~ 1 E
o~~~ c ~ otr ; ct /cs 3/WIDE ~ tAS9~~~
C/L DITCH ~ 56 ~g~~ ~
t . THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A C~/} CRE 3 w~DE A3/B5 SEE A3 ~ OETAIL ~ SEE ~ory,~~ ~ \ 3 OETAIL 1 1REE ~1NE 5~~31"W TS ~ E c~T`~ ~~M PAWTUCKETT GOLF CLUB, LLC
TITLE COMMITMENT REPORT. R.B. PHARR & ASSOCIATES, 284.60' 2 ~~3~ P.A. DOES NOT CLAIM THAT ALL MATTERS OF RECORD E.I.R. (BEN'n 250.09' (EIR TO WETIAND) m 3 GHARLO~ DB 13134-449 ~ PAW CREEK CROSSING >ING
WHICH MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY 939.29' E.N. O N 87°ST19" W 1,223.89' (TOTAL) E.I.R. LIMITED PARTNERSHIP DB 8988-519 'HIP SCALE: 1" =100'
ARE SHOWN HEREON. n
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP IS APPROXIMATE, BASED ON INFORMATION PROVIDED
BY OTHERS OR BY FIELD LOCATION. UTILITY LOCATIONS AS MECKLENBURG WILD LIFE CLUB SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL TOTAL AREA: 2,312,381 SQ. iii SQ. FT. OR 53.0850 ACRES
LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED DB 1365-451 SANITARY SEWER MANHOLE TABLE ~ ~~~~~~uuuu?uii~i~
WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION. SSMH RIM INV. W (A) INV. IN (B) INV. OUT CARP o,,' REVISIONS
3. NO RECOVERABLE NCGS MONUMENT LOCATED WITHIN 2000' $ OF SUBJECT PROPERTY. 1 693.30 684.64' saa.as~ SURVEYOR'S CERTIFICATION ~`~~c~•FES S/~•~!.~;'~ ALTA/AGS ~G~;"9 8/15/05 - TO ADD TOPOGRAPHY /ACSM LAND TITLE SURVEY FOR:
4. SUBJECT PROPERN ZONED R-4 2 692.32' 684.38' 684.27' 3 690.46' 683.67' 683.42' This is to certify that this mop or plot and the survey on which it POND TB D
MINIMUM FRONT SETBACK - 30 FEET MINIMUM SIDE SETBACK - 6 FEET 4 687.41' 679.16' 6~9.23~ 678.93' is based were mode (i) in accordance with Mi aimum Standard Detail a~ SEAL r~~ ~ 10/17/05 - TO ADD TREES AND - ~ _ WATERLINE GAYNOR DE L-4341 5/11/06 - TO SHOW ADDffIONAL IR DEVELOPMENT COMPANY (OWNER)
MINIMUM REAR SETBACK - 40 FEET 5 688.19' 676.13' 675.84' Requirements for ALTA/AGSM Land Title Survey s, jointly established 6 675.37' 663.45' 663.37' aid adopted by ALTA., AGSM and NSPS in 1999, and includes Items FLOOD CERTIFICATION o~~ TOPO. 9400 KENDALL DRIVE; MOORES CHAPEL ROAD
5. ELEVATIONS ARE BASED ON NCGS MONUMENT "M 038", 1-4, 6-10, 11a, 13 of Table A thereof. Pursuant to the Accuracy 7 747.11' 741.01' 740.89' Standards as adopted by ALTA., NSPS and AGSM and in effect on the THIS IS TO CERTIFY THAT THE SUBJECT PROPERN IS NOT ~ °~eLQ J~.~~~\ 9400 LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON ~i~~ ~ °•..,SUR CIiY OF CHARL CYRFEDERAIBNSURANCEEADMINISTRATONYDATED EMENT ////~~~~~~E~IIIIIINOO\\\\\\\ OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
WITH A PUBLISHED ELEVATION OF 768.73' (NAND 88). 8 746.33' 739.08' 738.89' date of this certification, undersigned further certifies that proper field DEED REFERENCES: :FERENCES: DB 2330-47, DB 13460-544 & DB 1 3455-1 53
6. THE OFF-SITE RIGHT-OF-WAY SHOWN HEREON IS FOR u ~ ~ ~craer~vc pi iRpncF~ nw Y. THE UNDERSIGNED CERTIFIES 9 COVERED BY NEW ASPHALT procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Mirnmum / $1(1 7d'tS(1' 7~6dn' 734.11 Annlo f1~e4nnro. nnA ClosufE Requirements for Survey Measurements WhICh ~.o.. A 7Af1A. !`/l\I\II IAIIN ~uaGa ~t~n~ rani aaF TAX NUMBERS: NUMBERS: 055-191-01, 055-111-01 & 055-111-02
ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND DOES NOT 11 COVERED BY NEW ASPHALT Control-Land Boundaries for ALTA/AGSM Land Title Surveys.° / I I rcortvnrcter, cvvT. vv.......,..... . .
CERTIFY TO THE RIGHT-OF-WAY WIDTH OF ANY ADJACENT 200 100 O 100 200 12 716.64' 700.86 700.64 THIS IS TO CERTIFY THAT ON THE 1 OTH DAY OF AUGUST 20 OS _ AN ACTUAL R.B. PH SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES S AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE 23~ s. PHARR & ASSOCIATES, P.A. oz (%**4f, SURVEYING & MAPPING
PROPERTIES. 7. NCDOT CLAIMS NO RECORDED RIGHT-OF-WAYS AT THE 13 701.23' 69130' 692.98' Date: March 28. 2005 14 700.60 692.42 692.29' 231 POST OFFICE DR., UNIT B-6
INTERSECTION OF FREEDOM DRIVE, LITTLE ROCK ROAD AND SCALE IN FEET 15 694.04' 685.90' 685.74' (signed) (seal) FOR LANG SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 (21 NCAC 56) AND THE RATIO OF PRECISION DOES NOT INDIAN TRAIL, AN TRAIL N.C. 28079 TEL. [phone]
MOORES CHAPEL ROAD. HOWEVER (PER ROGER LISK, NCDOT AGENT), NCDOT DOES CLAIM MAINTENANCE FROM BACK OF 1 " = 100 16 754.48 746.32' 746.20' .24' 757,62' E. Daniel Wooten L-4341 17 765 EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES DAWN: IS THE SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. CREW: SCALE: DATE: DATE: FILE NO. IT-1 19B
WALK TO BACK OF WALK OR BACK OF ROAD SIDE DITCH TO SIGNED EH JS JS/AB 1 "=100' AUG AUGUST 10, 2005 JOB NO. 67953
BACK OF ROAD SIDE DITCH.