HomeMy WebLinkAboutZ-6554-H Map 432-3
465
M
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AREA 1
2-4
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AREA BLD NORTH
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AREA BLD MID
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QATInKIAI KAPTHnn .11MMARY TABLE -DEVELOPED AREAS
LOWE'S
94K SQUARE MODIFIED
95,502 SF (SALES FLOOR)
24,535 SF (GARDEN CENTER)
FFE = 467.10
AREA BLD SOUTH
4
1-3
1
HANK'S FURNITURE
LOT 1, BOWMAN KANIS
COMMERCIAL ADDITION
P.B. I, PG. 120
ZONE PCD
7
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AREA 6-1
DEVELOPED AREA
BASIN
D.A.
(ACRES)
C
REACH
(FEET)
SURFACE TYPE
AVG.
SLOPE
(%)
AVG.
VELOCITY
(FPS)
TC
(MIN)
1100
(IN/HR)
0100 LOCAL
FLOW
(CFS)
TOTAL FLOW
TO INLET
(CFS)
SLOPE AT
INLET
(%)
CLOGGING
FACTOR
(% OPEN)
INTERCEPTED
FLOW
(CFS)
CURB
DEPTH
(FT)
BYPASS
FLOW
(CFS)
BYPASS
TO
INLET
LABEL
DESIGN
INLET
1.0
2.0
5.0
10.91
1.17
1.17
1.00
75
1.17
<0.50
0
N/A
1-3
2-0
1-3
0.12
.92
63
PAVEMENT
1.0
2.0
5.0
10.91
1.48
1.48
1.00
75
1.48
<0.50
0
N/A
1-0
2-0
1_4
0.15
.92
62
PAVEMENT
0.50
17.20
.92
292
PAVEMENT
1.0
2.0
5.0
10.91
9.91
9.91
N/A
N/A
9.91
N/A
0
N/A
1-5
JBOX (ACCEPTING ROOF DRAINS)
1-5
0.99
1-6
0.86
.92
204
PAVEMENT
1.0
2.0
5.0
10.91
8.65
8.65
1.00
75
8.65
<0.50
0
N/A
1-6
2-1
2-0
.92
355
PAVEMENT
1-0
2.0
5.0
10.91
20.95
20.95
N/A
N/A
20.95
N/A
0
N/A
N/A
JBOX(ACCEPTING ROOF DRAINS)
2.4
2.09
450.43
451.03
.92
92
PAVEMENT
1.0
2.0
5.0
10.91
1.09
1.09
1.00
75
1.09
<0.50
0
N/A
2-5
2-0
2-5
0.11
3-1
1.25
.92
351
PAVEMENT
1.0
2.0
5.0
10.91
12.58
12.58
1.00
75
12.58
<0.50
0
N/A
3-1
2-1
4-1
0.45
.92
244
PAVEMENT
1.0
2.0
5.0
10.91
4.54
4.54
1.00
75
4.54
<0.50
0
N/A
4-1
2-0
1.0
2.0
5.0
10.91
8.70
8.70
1.00
75
8.70
<0.50
0
STREET
5-1
2-1
5.1
0.87
.92
312
PAVEMENT
1.0
2.0
5.0
10.91
11.70
11.70
1.00
75
11.70
<0.50
0
N/A
6-1
2-1
6-1
1.17
.92
258
PAVEMENT
1.0
2.0
5.0
10.91
18.19
18.19
1.00
75
18.19
<0.50
0
N/A
7-2
2-2
7.2
1.81
.92
364
PAVEMENT
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PIPE SUMMARY TABLE
N
SCALE IN FEET
0 50' 75' 100'
AREA TABLE
BEFORE YO
U
� � O
9 �
ys�s oNE CpV�Si
AREA LABEL
NODE
SERVING AREA
AREA (SF)
AREA (AC)
1-3
1-3
5078
0.12
1-4
1-4
6439
0.15
1-6
1-6
37547
0.86
2-5
2-5
4725
0.11
3-1
3-1
54605
1.25
4-1
4-1
19690
0.45
5-1
5-1
37764
0.87
6-1
6-1
50767
1.17
7-2
7-2
7891
1.81
BLD NORTH
2-4
32116
0.74
BLD MID
2-4
58786
1.35
BLD SOUTH
1-5
42991
0.99
PIPE RUN
FROM TO
SIZE
(IN)
SLOPE
(%)
CAPACITY
(CFS)
FLOW
(CFS)
VELOCITY
(FPS)
VELOCITY21
PIPE (FPS)
FL
UPSTREAM
(FT)
HGL
UPSTREAM
(FT)
EGL
UPSTREAM
(FT)
LINE 1
1-0
1-1
24
0.50
17.20
21.21
5.30
5.10
458.75
460.75
461.25
1-1
1-2
24
0.50
17.20
21.21
5.30
5.10
459.18
461.18
461.78
1-2
1-3
24
0.50
17.20
21.21
5.30
5.10
459.55
461.55
462.25
1-3
1-4
24
0.50
17.20
20.04
5.30
5.10
460.26
462.26
463.06
1-4
1-5
24
0.50
17.20
18.56
5.30
5.10
460.94
462.94
463.84
1-5
1-6
18
0.50
7.99
8.65
4.63
4.78
461.27
462.77
464.77
LINE 2
2-0
2-1
24
0.50
17.20
34.62
5.30
5.10
447.14
449.14
449.64
2-1
2-2
24
0.50
17.20
34.62
5.30
5.10
448.43
450.43
451.03
2-2
2-3
24
0.50
17.20
22.03
5.30
5.10
448.76
450.76
451.46
2-3
2-4
24
0.50
17.20
22.03
5.30
5.10
449.40
451.40
452.20
2-4
2-5
24
0.50
17.20
1.09
5.30
5.10
449.54
451.54
452.44
LINE 3
2-2
3-1
24
0.50
17.20
12.58
5.30
5.10
483.10
485.10
485.60
LINE 4
4-0
4-1
24
1.96
34.06
4.54
11.11
10.10
446.61
448.61
450.51
LINE 5
5-0
5-1
24
2.00
34.41
8.70
11.22
10.20
445.00
447.00
449.00
LINE 6
6-0
6-1
24
5.65
57.83
11.70
18.86
17.14
449.49
451.49
456.99
LINE 7
7-0
7-1
24
0.59
18.69
18.19
6.09
5.54
449.64
451.64
452.24
7-1
7-2
24
0.59
18.69
18.19
6.09
5.54
450.55
452.55
453.25
SCEDAR
CREEK
ENGINEERING • PLANNING • CONSULTING
P.O. Box 14534 Oklahoma City, OK 73113
Imills@cudarcreekinc.com
Phone 405.406.2372
AR CA 3004
EXP. 12/31/16
LOCATION MAP:
R 13 W
ATKINS ROAD I
T
w
1 N
N PROJECT
LOCATION
0 NOT TO SCALE
PROJECT:
LOWE'�
LITTLE ROCK, ARKANSAS
PROJECT NUMBER: 15010
DRAWING DATE: 03.22.16
ISSUE DATE: 03.22.16
SEAL:
SUBMITTAL:
ISSUED FOR
REVIEW
REVISIONS:
Iapc a4h O�lap
THESE PLANS AND DRAWINGS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MANNER WHATSOEVER WITHOUT FIRST
OBTAINING THE WRITTEN PERMISSION AND CONSENT
OF CEDAR CREEK CONSULTING INC. THIS SHEET IS
NOT TO BE USED FOR CONSTRUCTION UNLESS THE
ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH OR
POST DATES THE DRAWING DATE. ANY CHANGES
MADE FROM THESE PLANS WITHOUT CONSENT OF
CEDAR CREEK CONSULTING INC. ARE
UNAUTHORIZED, AND SHALL RELIEVE CEDAR CREEK
CONSULTING OF RESPONSIBILITY FOR ALL
CONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
DRAWING TITLE
DRAINAGE
CALCULATION
PLAN
SHEET:
C2,01