SW1221002_Plansheet CL302.P2 - Grading/Drainage Plan_20230223

STRUCTURE TABLE STRUCTURE TABLE PIPE TABLE PIPE TABLE
STRUCTURE TYPE RIM PIPE IN : I.E. PIPE OUT : I.E. STRUCTURE TYPE RIM PIPE IN : I.E. PIPE OUT : I.E. NAME MATERIAL DIA. APPROX. SLOPE NAME MATERIAL DIA. APPROX. SLOPE ,
LENGTH LENGTH
Al 1-Al - 18" RCP (NW) : 2140.80 D16 MH 2138.70 D17-D16 - 18" RCP (W) : 2130.52 D16-D5 -24" RCP (E) : 2130.42 Gresham Smith
SAI 2145.35 A21-Al - 24" RCP (SE) : 2134.64 Al-EX7 - 30" RCP (W) : 213441 Al-EX7 RCP 30" 21' 2.72% D16-D5 RCP 24" 52' 1.00%
A2-Al - 18" RCP (NE) : 2140.59 D17 SAI 2136. .88 BLDG-D17 - 15" PVC (W) : 2132.61 D17-D16 - 18" RCP (E) : 2130.90 GS-NC P.C.
EX8-Al - 30" RCP (E) : 2134.42 D18-D17 - 18" RCP (S) : 2131.00 A2-Al RCP 18" 88' 2.00% D17-D16 RCP 18" 38' 1.00% An Affiliate of Gresham Smith
A2 SAI 2145.56 A3-A2 - 18" RCP (NE) : 2142.45 A2-Al - 18" RCP (SW) : 2142.35 D18 SAI 2135.38 D18-D17 - 18" RCP (N) : 2131.50 A3-A2 RCP 18" 21' 0.50% D18-D17 RCP 18" 50' 1.00%
8 g
A9-A3 - 18" RCP (E) : 2142.76 D19 HW D20-D19 -24" RCP (N) : 2117.20 A4-A3 RCP 18" 49' 0.50% D20-D19 RCP 24" 109, 9.96%
A3 SCI 2146.34 A4-A3 - 18" RCP (N) : 2142.65 A3-A2 - 18" RCP (SW) : 2142.55
D20 MH 2138.26 D21-D20 -24" RCP (N) : 2131.36 D20-D19 -24" RCP (S) : 2128.03 A5-A4 RCP 18" 59' 0.50% D21-D20 RCP 24" 220' 1.00%
A10-A4 - 18" RCP (E) : 2143.50 201 South College St.
A5-A4 - 18"
A4 SCI 2147.06 2142.99 D22-D21 -24"A4-A3 - 18" RCP (S) : 2142.89 RCP (N) : 2133.66T A6-A5 RCP 18" 29' 3.22% D22-D21 RCP 24" 120' 1.00% Suite 1950
RCP (N) : D21 MH 2140.15 D21-D20 -24" RCP (S) : 213356
BLDG-D .
21 - 12" PVC (E) : 2136.74 A7-A6 RCP 18" 23' 1.00% D23-D6 RCP 15" 23' 1.00% Charlotte, NC 28244
A5 SAI 2146.81 A6-A5 - 18" RCP (N) : 2143.39 A5-A4 - 18" RCP (S) : 2143.29 704.944.7970
D22 SAI 2139.78 BLDG-D22 - 15" PVC (NW) : 2134.96 D22-D21 -24" RCP (S) : 2134.86 A8-A7 RCP 18" 39' 3.50% D24-D15 HDPE 12" 28' 1.00%
A6 SCI 2149.61 A7-A6 - 18" RCP (N) : 2144.43 A6-A5 - 18" RCP (S) : 2144.33
D23 SCI 2136.79 D23-D6 - 15" RCP (W) : 2133.44 A9-A3 RCP 18" 24' 1.00% EX2-D1 RCP 36" 59' 2.00%
A7 SCI 2149.61 A8-A7 - 18" RCP (E) : 2145.35 A7-A6 - 18" RCP (S) : 2144.66
D24 RD BLDG-D24 - 6" PVC (W) : 2142.28 D24-Dl5 - 12" HDPE (S) : 2142.28 A10-A4 RCP 18" 24' 1.53% EX3-EX2 RCP 36" 89' 1.45%
A8 SCI 2152.37 A8-A7 - 18" RCP (W) : 2146.72
EX1 EX HW D1-EX1 - 72" RCP (N) : 2094.74 Al 1-Al RCP 18" 43' 1.00% EX4-EX3 CMP 30" 375' 1.70%
A9 SCI 2146.34 A9-A3 - 18" RCP (W) : 2143.00 Al2-A11 RCP 18" 51' 1.00% EX5-EX4 PVC 24" 238' 5.96%
EX2 EX MH 2119.15 EX3-EX2 - 36" RCP (N) : 2102.61 EX2-D1 - 36" RCP (S) : 2102.00
A10 SCI 2147.06 A10-A4 - 18" RCP (W) : 2143.86 Al3-Al2 RCP 18" 81' 1.00% EX6-EX5 CMP 30" 74' 5.87% ,
EX3 EX MH 2136.36 EX4-EX3 - 30" CMP (N) : 2103.91 EX3-EX2 - 36" RCP (S) : 2103.90
All SCI 2145.93 Al2-A11 - 18" RCP (N) : 2141.33 All-Al - 18" RCP (SE) : 2141.23 Al4-A13 RCP 18" 49' 0.59% EX7-EX6 CMP 30" 294' 1.70%
A24.A-Al1 - 8" PVC (E) : 2142.99 EX4 EX SAI 2144.67 EX5-EX4 - 24" PVC (N) : 2110.29 EX4-EX3 - 30" CMP (S) : 2110.28
A15-A14 RCP 18" 76' 1.27% EX8-Al RCP 30" 114' 2.72% Gresham
Al2 SCI 2147.20 Al3-Al2 - 18" RCP (N) : 2141.94 Al2-A11 - 18" RCP (S) : 2141.84 EX5 EX MH 2146.44 EX6-EX5 - 30" CMP (N) : 2124.48 EX5-EX4 -24" PVC (S) : 2124.44
A16-EX13 RCP 18" 62' 1.00% EX9-A20 RCP 15" 51' 1.00% Smith
A13 SCI 2147.09 Al4-A13 - 18" RCP (NE) : 2142.85 Al3-Al2 - 18" RCP (S) : 2142.75 EX6 EX MH 2145.90 EX7-EX6 - 30" CMP (N) : 2128.82 EX6-EX5 - 30" CMP (S) : 2128.80
A17-A16 RCP 18" 24' 1.03% EX10-A18 RCP 18" 88' 1.00%
A14 SCI 2147.26 A15-A14 - 18" RCP (NE) : 2143.24 A14-A13 - 18" RCP (SW) : 2143.14 EX7 SCI 2145.35 Al-EX7 - 30" RCP (E) : 2133.85 EX7-EX6 - 30" CMP (S) : 2133.83 Al8-A17 RCP 18" 42' 1.97%
A15 SCI 2147.46 Al5-A14 - 18" RCP (SW) : 2144.20 EX8 EX MH 2146.91 EX8-Al - 30" RCP (W) : 2137.52 Al9-A18 RCP 18" 24' 1.04%
A16 SCI 2156.61 Al7-A16 - 18" RCP (NE) : 2153.05 Al6-EX13 - 18" RCP (SE) : 2148.20 EX9 EX SCI 2159.23 EX9-A20 - 15" RCP (E) : 2149.14 A20-Al6 RCP 15" 23' 1.00% y
A20-Al6 - 15 RCP (NW) : 2148.30
EX10 EX MH 2160.90 EX10-A18 - 18" RCP (W) : 2155.44 A21-A1 RCP 24" 48' 1.00%
A17 SCI 2156.77 A18-A17 - 18" RCP (E) : 2153.39 A17-A16 - 18" RCP (SW) : 2153.29
EX11 EX SAI 2156.71 Cl-EX11 - 18" RCP (NW) : 2152.80 A22-A21 RCP 18" 76' 1.00% s heville
A18 SCI 2158.27 A19-A18 - 18" RCP (SE) : 2154.55 Al8-A17 - 18 RCP (W) : 2154.20 A23-A21 RCP 18" 69' 1.00%
EX10-A18 - 18" RCP (E) : 2154.55 EX13 EX MH 2154.23 A16-EX13 - 18" RCP (NW) : 2147.58 REG IONAL AIRPORT
CONTRACTOR TO VERIFY SIZE AND ELEVATIONS OF EXISTING STORM A24.A-Al1 PVC 8" 45' 1.00%
A19 SCI 2158.27 A19-A18 - 18" RCP (NW) : 2154.80 EX14 EX SCI 2145.11 LINES INTO STRUCTURES
A20 SCI 2158.11 EX9-A20 - 15" RCP (w) : 2148.63 A20-Al6 - 15" RCP (SE) : 2148.53 EX15 EX SCI 2144.25 A24.B-A24.A PVC 8" 21' 1.00% Asheville Regional
B1-A21 RCP 18" 39' 2.00% Airport
A22-A21 - 18" RCP (S) : 2137.69
A21 SAI 2144.13 A23-A21 - 18" RCP (S) : 2137.81 A21-Al - 24" RCP (NW) : 2135.12 B2-B1 RCP 18" 43' 0.54% Terminal
B1-A21 - 18" RCP (E) : 2140.20
BLDG-A24.B PVC 8" 10, 1.00% Modernization
A22 SAI 2141.83 A22-A21 - 18" RCP (N) : 2138.45 BLDG-B1 PVC 6" 10, 2.00% 61 Terminal Drive Suite 1
A23 SAI 2141.88 A23-A21 - 18" RCP (N) : 2138.50
BLDG-D13 PVC 15" 23' 1.00% Fletcher, North Carolina 28732
A24.A 45 BEND A24.B-A24.A- 8" PVC (NE) : 2143.44 A24.A-Al1 - 8" PVC (W) : 2143.44 BLDG-D17 PVC 15" 29' 1.00% 02/16/2022
A24.13 45 BEND BLDG-A24.B - 8" PVC (N) : 2143.65 A24.B-A24.A- 8" PVC (SW) : 2143.65 BLDG-D21 PVC 12" 33' 2.00%
GS Project#: 43483.02
B1 SCI 2144.77 B2-B1 - 18" RCP (E) : 2141.07 B1-A21 - 18" RCP (W) : 2140.97 BLDG-D22 PVC 15" 34' 1.00%
BLDG-B1 - 6" PVC (S) : 2141.80
BLDG-D24 PVC 6" 23' 1.00%
B2 SCI 2144.78 B2-B1 - 18" RCP (W) : 2141.30
Cl-EX11 RCP 18" 39' 7.10%
Cl SCI 2160.11 C2-Cl - 18" RCP (N) : 2155.68 C1-EX11 - 18" RCP (SE) : 2155.58 ° ,CAROB///x
C2-Cl RCP 18 24 2.00% S s •����ii
C2 SCI 2160.11 C3-C2 - 18" RCP (N) : 2156.58 C2-Cl - 18" RCP (S) : 2156.15 °
C3-C2 RCP 18 20 5.00/o SEAL
C3 HW C3-C2 - 18" RCP (S) : 2157.60 053149
D1-EX1 RCP 72" 216' 0.37% � 02/1'7/21Y23
D1 OS 2122.50 EX2-D1 - 36" RCP (N) : 2100.82 D1-EX1 - 72" RCP (S) : 2095.54 D3-D2 RCP 18" 48' 8.00% '�9��''�� ������?��
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D2 HW D3-D2 - 18" RCP (NE) : 2117.20 D5-D4 RCP 24" 13' 5.00%
D3 OS 2129.00 D3-D2 - 18" RCP (SW) : 2121.05 D6-D5 RCP 24" 64' 1.00%
D4 HW D5-D4 -24" RCP (N) : 2128.50 D7-D6 RCP 24" 56' 1.00% 2�5?4 -4
O D8-D7 RCP 24" 95' 1.00% NATHAN HUDGENS, PE
� D6-D5 -24" RCP (E) : 2129.49 NC 053149
N D5 SCI 2139.17 D16-D5 - 24" RCP (W) : 2129.90 D5-D4 -24" RCP (S) : 2129.13
M D9-D8 RCP 24" 45' 1.00%
M
N D7-D6 -24" RCP (N) : 2130.23 D10-D9 RCP 24" 121' 1.00% REVISION
� D6 SCI 2137.48 D6-D5 -24" RCP (W) : 2130.13
N D23-D6 - 15" RCP (E) : 2133.21
Dll-D10 RCP 24" 140' 1.00% NO. DATE DESCRIPTION
a D7 SCI 2140.32 D8-D7 -24" RCP (N) : 2130.89 D7-D6 -24" RCP (S) : 2130.79 1 02/16/22 ISSUE FOR CONSTRUCTION
D12-Dl l RCP 18" 193' 1.00% 2 03/09/22 ADDENDUM 02
OD8 SCI 2143.79 D9-D8 -24" RCP (N) : 2131.94 D8-D7 -24" RCP (S) : 2131.84 D13-D12 RCP 18" 159' 1.00% 3 03/28/22 ADDENDUM 03
a> D9 MH 2144.95 D10-D9 - 24" RCP (N) : 2132.49 D9-D8 -24" RCP (S) : 2132.39 ° 4 05/02/22 AGENCY COMMENTS
D14-D13 HDPE 12 51 1.00/o
N
U D10 MH 2145.47 D11-D10 - 24" RCP (N) : 2133.80 D10-D9 - 24" RCP (S) : 2133.70 D15-D14 HDPE 12" 35' 5 08/19/22 AGENCY COMMENTS
6 10/24/22 AS 1 006
Dl l MH 2145.73 D12-D11 - 18" RCP (N) : 2135.30 D11-D10 - 24" RCP (S) : 2135.20
7 01/18/23 ASI011
21
a D12 MH 2145.44 D13-D12 - 18" RCP (N) : 2137.33 D12-D11 - 18" RCP (S) : 2137.23 8 02/17/23 AGENCY COMMENTS
CV
0
U D13 MH 2145.43 BLDG-D13 - 15" PVC (W) : 2139.02 D13-D12 - 18" RCP (S) : 2138.92
N I D14-D13 - 12" HDPE (N) : 2141.14
0
M D14 RD D15-D14 - 12" HDPE (N) : 2141.65 D14-D13 - 12" HDPE (S) : 2141.65
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D15 RD D24-Dl5 - 12" HDPE (N) : 2142.00 D15-D14 - 12" HDPE (S) : 2142.00
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p STRUCTURE TABLE LEGEND
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cBl SCI PRECAST SINGLE CURB INLET DETAIL 01, CL902.P2 CL302mP2
SAI PRECAST SINGLE AREA INLET DETAIL 02, CL902.P2
MH PRECAST STORM MANHOLE DETAIL 04, CL902.P2
cB
OS OUTLET STRUCTURE DETAILS 03, CL902.P2/04, CL905.P2
RD ROOF DRAIN CONNECTION NYLOPLAST STRUCTURES
EX EXISTING STRUCTURE SEE SURVEY
�' STORM STRUCTURE AND PIPE CHARTS
1
O
SCALE:
CONSTRUCTION DOCUMENTS
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