SW1220301_Plansheet - Other_20220322

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PER THE'REPORT FOR PRELIMINARY WETLAND ASSESSMENT' BY S&ME, INC. DATED FEBRUARY 23, 2022, NO
JURISDICTIONAL WETLANDS OF THE U.S. WERE IDENTIFED IN THE SUBJECT PROPERTY. APPENDIX G OF THE
STORMWATER REPORT INCLUDES THE 2022 ASSESSMENT. IDENTITY AND QUALIFICATIONS OF THE DETERMINATORS
CAN BE FOUND IN THIS REPORT.
SS MANHOLE I
RIM ELEV.=2166.99' J
INV.=2157.0
7**
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NOTES:
1. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION ACTIVITY. UTILITY
LOCATIONS PROVIDED HEREIN ARE FOR PLANNING PURPOSES ONLY.
2. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING SIGNS, LIGHTS, EXISTING UTILITIES AND CIRCUITS
UNLESS OTHERWISE NOTED ON THE PLANS OR UNTIL REQUIRED TO BE REMOVED.
3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES IN THE PLANS AND SHALL
NOT PROCEED UNTIL CLARIFICATION IS PROVIDED.
4. THE CONTOUR INTERVAL ON THE PLAN SHEET IS 1.0 FT.
5. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SUITABILITY OF TIE-INS TO EXISTING STRUCTURES.
6. NON -EROSIVE FLOWS ARE LEAVING THE SITE.
DROP INLET
GRATE ELEV.=2168.30'
18" INV.IN=2160.9'
- SS MANHOLE
RIM ELEV.=2170.38'
INV.=2157.6'
INV. OUT=2154.9'
0' 15' 30' 60' 90'
OHE OBE:--- OHS
OHE� OHE— OBE--
BIORETENTION AREA, SEE DETAILS SW-02 & SW-03
,,P-4" PERFORATED UNDERDRAIN @0.5%
s
OCS INVERT OUT 2162.0, RIM 2167.25.
SEE DETAIL SW-04
CURB INLET
GRATE ELEV.=2163.82'
INV. I N=2152.70"
RIM ELEV.=2163.22'
INV. IN=2154.7'
INV. IN=2154.13'
INV. OUT=2153.85'
GE
>too,.
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
10115 KINCEY AVENUE, SUITE
140 HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
100% SUBMITTAL
NOT RELEASED FOR
CONSTRUCTION
L ArR10��''i Sri
- SEAL -
- 040195 -
A S
DAVID A. SKURKY, P.E.
NC SEAL #040195
ASHEVILLE
REGIONAL AIRPORT
FLETCHER
NORTH CAROLINA
_earl
O 0
KEY PLAN
TERMINAL EXPANSION PROJECT
CONTRACTOR STAGING AREA
F
ORMWATER PLAN
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: 1" = 30' AS NOTED
REVISIONS:
DESIGNED BY: W.M.M.
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: MARCH 2O22
STATE LICENSE # N.C. C-2450
PROJECT NO. 2021.0076.01
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S-6
TOP OF DAM ELEV. 2168.0
INLET PIPE
RIP RAP FOREBAY, BOTTOM
ELEV.: 2165.0
GEOTEXTILE
FABRIC
4" UNDERDRAIN PERFORATED
PIPE @ 0.5% SLOPE,
WRAPPED IN #57 STONE WITH
FILTER FABRIC
SPILLWAY INTO BIORETENTION,
ELEV.: 2167.5
CLEANOUT
PEAK ATTENUATION
VOLUME
=°II,IIL, ■
ill._..._.
SEE MEDIA MIX
SPECS BELOW
OUTLET CONTROL STRUCTURE,
SEE DETAIL SW-04.
RISER CREST ELEV.:2167.25
POND BOTTOM
ELEV.: 2167.0
DESIGN VOLUME
36"
wNE1IL■I
_.■.
... ::
ill._..._..
NO MECHANICAL COMPACTION
DO NOT MECHANICALLY
COMPACT THE MEDIA. WATER OR
WALK ON IT AS IT IS PLACED.
Simple Method for Runoff Volume - Required
Drainage
Impervious
]A
Rv
RD, Design
Design Volume
Basin
Area
Area
�imperviou
10.05 0.9
storm Depth)
(3630 * R6 * Rv * A)
lac"
(ad
s Fraction),
� i3J
(in)
(Cf)
Bioretention 1
'-.6
1.36
1 0.80
1 0.77
1 1.0
1 4,750
SOD
TOP OF DAM ELEVATION
2168.0
EMERGENCY SPILLWAY ONLY
WHERE SHOWN ON THE
PLANS. SEE DETAILS 2167.5
SET THE TOP OF THE IWS ZONE A
• o� Vv� VV� vMINIMUM OF 18 INCHES BELOW
THE �I �I PLANTING SURFACE
�����V���V�'i. UPTURNED PIPE SHOULEY
0 40 PVC, STRAPPED TO THE SIDE
OF THE OCS STRUCTURE.
0 BE NON -PERFORATED SCHEDULE
INV OUT: 2162.0
TIE TO EXISTING
CURB INLET. INV
IN. 2157.5
45 LF OUTLET PIPE. 18"
RCP, 10.0% SLOPE
Bloretention Cell - Provided
Design Volume
Surface Area
Depth
Design Volume
Basics
Required
Provided
Provided
Provided
(Cf)
(Sf)
(ft)
(Cf)
Bioretention 1
4,750
5,332
1.0
5,812
BIORETENTION SECTION VIEW A -A
N.T.S.
BIORETENTION MAINTANENCE:
• WATERING: PLANTS SHOULD BE SELECTED TO BE TOLERANT OF THE BIORETENTION FACILITY'S PARTICULAR CONDITIONS. WATERING MAY BE REQUIRED TO INITIALLY
ESTABLISH THE VEGETATION. WATERING SHOULD NOT BE REQUIRED AFTER ESTABLISHMENT (ABOUT 2 TO 3 YEARS). HOWEVER, WATERING MAY BE REQUIRED DURING
PROLONGED DRY PERIODS AFTER PLANTS ARE ESTABLISHED.
• EROSION CONTROL: INSPECT FLOW ENTRANCES, PONDING AREA, AND SURFACE OVERFLOW AREAS PERIODICALLY. REPLACE SOIL, PLANT MATERIAL, AND/OR MULCH IN
AREAS WHERE EROSION HAS OCCURRED. EROSION PROBLEMS SHOULD NOT OCCUR WITH PROPER DESIGN EXCEPT DURING EXTREME WEATHER EVENTS. IF EROSION
PROBLEMS DO OCCUR, THE FOLLOWING ISSUES SHOULD BE RE —ASSESSED: FLOW VOLUMES FROM THE CONTRIBUTING DRAINAGE AREA AND BIORETENTION SIZE; FLOW
VELOCITIES AND GRADIENTS WITHIN THE BIORETENTION FACILITY; FLOW DISSIPATION AND EROSION PROTECTION METHODS IN THE PRETREATMENT AND IN —FLOW AREAS. IF
SEDIMENT IS DEPOSITED IN THE BIORETENTION FACILITY, IMMEDIATELY DETERMINE THE SOURCE, REMOVE EXCESS DEPOSITS, AND CORRECT THE PROBLEM.
• PLANT MATERIAL: DEPENDING ON PLANTS SELECTED AND AESTHETIC REQUIREMENTS, OCCASIONAL PRUNING AND REMOVAL OF DEAD PLANT MATERIAL MAY BE NECESSARY.
BE CAREFUL TO PRUNE TREES AND SHRUBS TO MAINTAIN LINES OF SIGHT IN PARKING LOTS AND ALONG ROADWAYS. NCDOT STATES: "SHRUBS MUST BE KEPT LOW, AND
TREES AND LARGE SHRUBS UNDER —TRIMMED SUFFICIENTLY TO PERMIT CLEAR SIGHT IN THE AREA BETWEEN 2 FEET AND 6 FEET ABOVE ROADWAY ELEVATIONS. REPLACE
ALL DEAD PLANTS. HOWEVER, IF SPECIFIC PLANTS CONSISTENTLY HAVE A HIGH MORTALITY RATE, ASSESS THE CAUSE AND REPLACE WITH APPROPRIATE SPECIES. PERIODIC
WEEDING IS NECESSARY UNTIL GROUNDCOVER PLANTS ARE ESTABLISHED. WEEDING SHOULD BECOME LESS FREQUENT IF AN APPROPRIATE PLANT DENSITY HAS BEEN
ESTABLISHED.
• NUTRIENTS AND PESTICIDES: THE SOIL MEDIA AND PLANT MATERIAL SHOULD HAVE BEEN SELECTED FOR OPTIMUM FERTILITY, PLANT ESTABLISHMENT, AND GROWTH WITHIN
THE PARTICULAR CONDITIONS OF EACH BIORETENTION FACILITY. NUTRIENT AND PESTICIDE INPUTS SHOULD NOT BE REQUIRED AND WILL DEGRADE THE POLLUTANT
PROCESSING CAPABILITY OF THE BIORETENTION FACILITY, AS WELL AS CONTRIBUTE TO ADDITIONAL POLLUTANT LOADING TO RECEIVING WATERS. BY DESIGN, BIORETENTION
FACILITIES ARE TYPICALLY SPECIFIED IN WATERSHEDS WHERE PHOSPHOROUS AND NITROGEN LEVELS ARE OFTEN ELEVATED. THEREFORE, THESE SHOULD NOT BE LIMITING
NUTRIENTS WITH REGARD TO PLANT HEALTH. IF IN QUESTION, HAVE THE SOIL ANALYZED FOR FERTILITY. ADDITION OF COMMERCIAL FERTILIZER OR COMPOST TO
BIORETENTION WILL LIKELY RESULT IN NUTRIENT EXPORT FROM THE BED.
• MULCH: REPLACE MULCH ANNUALLY
IN BIORETENTION FACILITIES WHERE
HEAVY
METAL DEPOSITION IS LIKELY (E.G., DRAINAGE AREAS THAT INCLUDE
COMMERCIAL/INDUSTRIAL USES, PARKING
LOTS, OR ROADS). METAL 'HOT SPOTS'
OCCUR
WHERE WATER ENTERS THE BED. IN RESIDENTIAL OR OTHER SETTINGS WHERE
METAL DEPOSITION IS NOT A CONCERN,
REPLACE OR ADD MULCH AS NEEDED TO
MAINTAIN
A 2 TO 4—INCH DEPTH.
• FILTERING CAPACITY: WHEN THE FILTERING CAPACITY DIMINISHES SUBSTANTIALLY (E.G., WHEN WATER PONDS ON THE SURFACE FOR MORE THAN 12 HOURS), REMEDIAL
ACTIONS MUST BE TAKEN. IF THE WATER STILL PONDS FOR MORE THAN 12 HOURS, THE TOP FEW INCHES OF MATERIAL SHOULD BE REMOVED AND REPLACED WITH
FRESH MATERIAL. THE REMOVED SEDIMENTS SHOULD BE DISPOSED OF IN AN ACCEPTABLE MANNER (E.G., LANDFILL) OR LAND APPLICATION. IF THAT DOES NOT SOLVE
THE PROBLEM, MORE EXTENSIVE REBUILDING IS REQUIRED. IF THE BED HAS FILTER FABRIC INSTALLED UNDER THE MEDIA AND ABOVE THE WASHED ROCK, THE FILTER
FABRIC MAY BE CLOGGED WITH SEDIMENT. IF CLOGGED FILTER FABRIC IS PRESENT, THE BED WILL NEED TO BE REBUILT.
BIORETENTION SOIL/PLANTING REQUIREMENTS:
MINIMUM MEDIA DEPTH
THE MINIMUM DEPTH OF THE MEDIA DEPENDS ON THE DESIGN OF THE CELL AS FOLLOWS:
(A) ALL CELLS WITH TREES AND SHRUBS: 36 INCHES;
(B) CELLS WITHOUT TREES AND SHRUBS:
(II) WITH INTERNAL WATER STORAGE: 30 INCHES.
MEDIA MIX
THE MEDIA
SHALL
BE HOMOGENOUS SOIL MIX ENGINEERED MEDIA BLEND WITH APPROXIMATE VOLUMES OF:
(A) 75
TO 85 PERCENT
MEDIUM TO COARSE WASHED SAND (ASTM C33, AASHTO M 6/M 80, ASTM C330,
AASHTO
M 195, OR
THE EQUIVALENT);
(B) 8
TO 15
PERCENT
FINES (SILT AND CLAY); AND
(C) 5
TO 10
PERCENT
ORGANIC MATTER (SUCH AS PINE BARK FINES)
MEDIA P-INDEX
1. THE PHOSPHORUS INDEX (P—INDEX) FOR THE MEDIA SHALL NOT EXCEED 30 IN NSW WATERS AS DEFINED IN
15A NCAC 02B .0202 AND SHALL NOT EXCEED 50 ELSEWHERE.
OTHER MEDIA NOTES
1. THE MEDIA SHALL NOT BE MECHANICALLY COMPACTED. IT IS RECOMMENDED TO EITHER WATER IT OR WALK
ON IT AS IT IS PLACED.
2. THE BIORETENTION CELL SHALL BE MAINTAINED IN A MANNER THAT RESULTS IN A DRAWDOWN OF AT LEAST
ONE INCH PER HOUR AT THE PLANTING SURFACE.
PLANTING PLAN
1. FOR BIORETENTION CELLS WITH VEGETATION OTHER THAN SOD, THE PLANTING PLAN SHALL BE DESIGNED TO
ACHIEVE A MINIMUM OF 75 PERCENT PLANT COVERAGE AT FIVE YEARS AFTER PLANTING. THE MAXIMUM
COVERAGE WITH TREE OR SHRUB CANOPY SHALL BE 50 PERCENT AT FIVE YEARS AFTER PLANTING. IF SOD
IS USED, THEN IT SHALL BE A NON —CLUMPING, DEEP—ROOTED SPECIES.
2. FOR BIORETENTION CELLS WITH VEGETATION OTHER THAN SOD, TRIPLE SHREDDED HARDWOOD MULCH SHALL
BE USED FOR THE PORTION OF THE CELL THAT WILL BE INUNDATED. MULCH SHALL BE UNIFORMLY PLACED
TWO TO FOUR INCHES DEEP.
(A) MULCH TO BE PERIODICALLY RENEWED TO MAINTAIN A TWO TO FOUR INCH DEPTH. THE IDEAL TIME TO
REAPPLY MULCH IS IN THE LATE SPRING AFTER THE SOIL HAS WARMED. EVERY FEW YEARS, MULCH
SHOULD BE REMOVED AND REPLACED.
s evi e
REGIONAL AIRPORT
ri
A •
E&� I
AVCON, INC.
ENGINEERS & PLANNERS
10115 KINCEY AVENUE, SUITE
140 HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
100% SUBMITTAL
NOT RELEASED FOR
CONSTRUCTION
CARO
SEAL _
040195 -
DAVID A. SKURKY, P.E.
NC SEAL #040195
ASHEVILLE
REGIONAL AIRPORT
FLETCHER
NORTH CAROLINA
a •_e
1 w
0
KEY PLAN
TERMINAL EXPANSION PROJECT
CONTRACTOR STAGING AREA
STORMWATER
DETAILS
NO. 1
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: N.T.S. AS NOTED
REVISIONS:
DESIGNED BY: W.M.M.
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: MARCH 2O22
STATE LICENSE # N.C. C-2450
PROJECT NO. 2021.0076.01
SW-02

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CLEAN -OUT PIPE. PVC PIPES
WITH GLUED CLEAN -OUT
FITTINGS WITH SCREW TYPE
CAPS THAT EXTEND AT
LEAST 2FT ABOVE THE
SURFACE OF THE BED
SEE SOIL/PLANTING
-- REQUIREMENTS FOR FILTER
Z�� 1 MEDIA ON SHEET SW-02
N\
PRE-TREATMENT FOREBAY
BOTTOM ELEV. 2165.0
TOP ELEV. 2168.0
RIPRAP SPILLWAY FROM
FOREBAY, 40FT WIDE,
ELEV. 2167.5
15" RCP
SOD BIORETENTION BOTTOM
AND SIDE SLOPES
BIORETENTION PLAN VIEW
N.T.S.
-4" PERFORATED UNDERDRAIN @0.5%
A
EMERGENCY SPILLWAY,
ELEVATION 2167.5
OCS INVERT OUT 2162.0, RIM 2167.25.
SEE DETAIL SW-04
\
u
s ELECTRICAL
P F n F RTAL
45 LF @ 10.0%
ELECTRICAL
PEDESTAL
s R(
s El
s\
F(
TIE INTO EXISTING ss _
STRUCTURE,
p V v ° p
INVERT IN: 2157.5 s
V ° � S �7
\ _ Ss� Ste,
0' 15' 30' 60' 90'
1 " = 30'
>too.
sheville
REGIONAL AIRPORT
ri
AVC40N
AVCON, INC.
ENGINEERS & PLANNERS
10115 KINCEY AVENUE, SUITE
140 HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
100% SUBMITTAL
NOT RELEASED FOR
CONSTRUCTION
�< .
SEAL
040195 -
DAVID A. SKURKY, P.E.
NC SEAL #040195
ASHEVILLE
REGIONAL AIRPORT
FLETCHER
NORTH CAROLINA
a --tip
0
KEY PLAN
TERMINAL EXPANSION PROJECT
CONTRACTOR STAGING AREA
STORMWATER
DETAILS
NO. 2
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: 1" = 10' AS NOTED
REVISIONS:
DESIGNED BY: W.M.M.
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: MARCH 2O22
STATE LICENSE # N.C. C-2450
PROJECT NO. 2021.0076.01
SW-03

2" CLR.
(TYP.)
TRASH RACK REQUIRED ON TOP OF STRUCTURE. TRASH
RACK SHALL BE APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION. SEE THIS SHEET FOR DETAILS.
8„ 36„ g„ 8„ 36,E g„
#4 @ 8" VERT. E.F.
.. e 4
a d °
4
°e
d 'e ° 4
: 4 ° #4 @ 8" VERT. E.F.
2" CLR. :..
14.
e .
(TYP.)
MANHOLE STEPS @ V-2" CTS .4e
• .� • e' d
A. d•
4" UNDERDRAIN °
v
CONNECTION WITH : °d: ° ' 8" 5.25'
IWS, SEE DETAIL �a TYP.
SW-02 •
'a
I 1 .
18„
ROUNDED ENTRANCE "
I 1
a
FLOW
STONE BEDDING
12" °.: I
<4 ;A d
d° OUTLET PIPE
v
12" 6" #5 @ 8" E.W.
TOP & BOTTOM
SECTION X-X
N.T.S.
TOP OF
STRUCTURE
HIGH
DENSITY
POLYETHYLENE
STRUCTURAL
PLASTIC
iiiiiiil
NEWS■■I
TOP VIEW
TRASH RACK MANUFACTURED
BY PLASTIC SOLUTIONS INC.
877-877-5727 OR APPROVED
EQUAL. TRASH RACK SHALL
HAVE A REMOVABLE ACCESS-
HATCH AND SHALL BE BOLTED
0 THE CONCRETE STRUCTURES
PER MANUFACTURER'S
INSTRUCTIONS. /
CONCRETE RISER
OUTLET PIPE
TRASH RACK SPACING SET BY
PLASTIC SOLUTIONS INC.
/1
ELEV. A
TRASH RACK ASSEMBLY
C
mmmm
mmmm
TOP VIEW
3"
v
126„
"
OUTLET CONTROL STRUCTURE
N.T.S.
9•'
d - .4 a
v d ° °
v d
STONE BEDDING
SECTION Y-Y
Leming
Structure
Q10 Q10
N.T.S.
Leaving
Structure
Q26 Q25
DA-1
S-1
3.91
3.91
4.49
4.49
SYSTEM
DA-2
S-2
1.21
5-11
1.38
5.87
DA-3
S-3
0.58
9-22
0.67
10.58
1
DA-4
S- 4
1.19
1-19
1.36
1. 36
CAA-5
S-5
2.34
3-52
2.68
4.04
PRE -CAST CONCRETE
STRUCTURE OR AN APPROVED
EQUAL IS ACCEPTABLE. ALL
ORIFICE AND WEIR ELEVATIONS
SHALL BE MAINTAINED.
2167.25
#4 @ 8" VERT. E.F.
#4 @ 8" VERT. E.F.
4" UNDERDRAIN
CONNECTION WITH
IWS, SEE DETAIL
SW-02
2162.0
a.N
#5 @ 8" E.W. TOP & BOTTOM
STRUCTUR
E NUMBER
STRUCTURE
Grate Elevevation (Single)
69.34
S-1
15" 1 nv Out
65.99
S-2
Grate Elevation (Single)
68.98
15" Inv In
65.53
18" 1 nv Out
65.43
S-3
Grate Elevation (Single)
68.10
18" Inv In
65.20
18" 1 nv Out
65.10
S-4
Grate Ele,,ra.tion (Single)
71.98
15" 1 nv Out
66.25
-5
Grate Elevation (Single)
69.24
175" 1 nv I�nI
65.80
I
1 III I nv Out
13". 70
DRAINAGE CALCULATIONS
PIPE
STRUCTURE
NUMBER
S-1 TO S-2
15" RCP
Class V
93 LF
n=0.013
4.49 Q25
0 50% Slope
capacity-
4.57 OK
S-2 TO S-3
18" RCP
Class V
45 LF
n=0.013
5.87 Q25
0.50% Slope
capacity:
7.43 OK
S-3 TO S-6
24" RCP
Class V
19 LF
n=0.013
10.58 Q25
0.50% Slope
capacity_
15.99 OK
S-4 TO S-6
15" RCP
Class V
90 LF
n=0.013
1.36 Q25
0.50% Slope
capacity:
4.57 OK
S-6 TO S-3
15" RCP
Class V
100 LF
n=0.013
4.04 Q25
0.50% Slope
capacity-
4.57 OK
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
10115 KINCEY AVENUE, SUITE
140 HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
100% SUBMITTAL
NOT RELEASED FOR
CONSTRUCTION
CARO
ES Sl6,
- • � SEAL �<
040195 -
DAVID A. SKURKY, P.E.
NC SEAL #040195
ASHEVILLE
REGIONAL AIRPORT
FLETCHER
NORTH CAROLINA
AOLZ_31 SON
KEY PLAN
TERMINAL EXPANSION PROJECT
CONTRACTOR STAGING AREA
STORMWATER
DETAILS
NO. 3
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: N.T.S. AS NOTED
REVISIONS:
DESIGNED BY: W.M.M.
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: MARCH 2O22
STATE LICENSE # N.C. C-2450
TRASH RACK PROJECT NO. 2021.0076.01
N.T.S.
SW-04

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>too,.
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
10115 KINCEY AVENUE, SUITE
140 HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
100% SUBMITTAL
NOT RELEASED FOR
CONSTRUCTION
L ArR10��''i Sri
- SEAL -
- 040195 -
A S
DAVID A. SKURKY, P.E.
NC SEAL #040195
ASHEVILLE
REGIONAL AIRPORT
FLETCHER
NORTH CAROLINA
O 0
KEY PLAN
TERMINAL EXPANSION PROJECT
CONTRACTOR STAGING AREA
SCM DRAINAGE AREA
MAP
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: 1" = 30' AS NOTED
REVISIONS:
DESIGNED BY:
W.M.M.
DRAWN BY:
W.M.M.
CHECKED BY:
D.A.S.
APPROVED BY:
D.A.S.
DATE:
MARCH 2O22
STATE LICENSE #
N.C. C-2450
PROJECT NO.
2021.0076.01
SW-05

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PROJECT AREA: 1.85AC b /
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PROPOSED ON -SITE PARKING: 59,548 SF
NOTE 1: THIS PROJECT IS WITHI
ASHEVILLE REGIONAL AIRPOR
PROPERTY, WHICH HAS A PROPERT
AREA OF 900AC. FOR THE PURPOSED C
OUR CALCULATIONS, THE LIMITS C
OUR CONSTRUCTION (1.85AC) WER
USED WHEN DETERMINING BUILT UPO
AREA VALUES.
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IMPERVIOUS SURFACE AREA CALCULATIONS
ON -SITE PARKING (SF): 59,548
EXISTING BUA (SF): 0
TOTAL IMPERVIOUS AREA (SF): 59,548
TOTAL IMPERVIOUS AREA (AC): 1.36
TOTAL PROJECT AREA (AC)- 1.85 (SEE NOTE 1)
PROJECT PERCENT OF IMPERVIOUS AREA -
(TOTAL IMPERVIOUS AREA / TOTAL PROJECT AREA) X 100
1.36 AC / 1.85 AC X 100
= 73.5%
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REGIONAL AIRPORT
Ile
AVCON, INC.
ENGINEERS & PLANNERS
10115 KINCEY AVENUE, SUITE
140 HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
100% SUBMITTAL
NOT RELEASED FOR
CONSTRUCTION
L ArR1���''i Sri
- SEAL -
- 040195 -
` FNGIi.... �
A.�,5���,,`
DAVID A. SKURKY, P.E.
NC SEAL #040195
ASHEVILLE
REGIONAL AIRPORT
FLETCHER
NORTH CAROLINA
KEY PLAN
TERMINAL EXPANSION PROJECT
CONTRACTOR STAGING AREA
BUILT -UPON -AREA
EXHIBIT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: AS NOTED
REVISIONS:
DESIGNED BY:
W.M.M.
DRAWN BY:
W.M.M.
CHECKED BY:
D.A.S.
APPROVED BY:
D.A.S.
DATE:
MARCH 2O22
STATE LICENSE #
N.C. C-2450
PROJECT NO.
2021.0076.01
g
SS
SW-06