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NOTES
. Total area is 13.41± acres.
All areas calculated by coordinate computation method.
Subject property is zoned IND - Industrial
for further zoning information, contact city of Asheville
planning department.
This property lies in Zone X (areas determined to be outside the
0.1%Annual Chance Floodplain) as shown on the National Flood
Insurance Program, Flood Insurance Rate Map 3700329643K,
effective date January 6, 2010.
. New Airport road has a 100' public right-of-way and is shown
approximate hereon as per NCDOT project reference number 1-5501
and NCDOT project # 6.804747.
*All distances shown hereon are horizontal ground distances unless
otherwise noted.
*All utilities shown are based on above ground evidence, paint marks,
and Metropolitan Sewerage District GIS and should be considered
approximate. Call 811 prior to excavating.
. Fanning Bridge road is shown as having both a 100' right-of-way per
NCDOT project # 8.1950205 and a 60' right-of-way per NCDOT
project # 14400C.
. No deed of easement found for utilities running along New Airport
Road on subject property western boundary line.
Deed and Plat references in Henderson County are recorded at the
Henderson County Register of Deeds Office.
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AIRPORT PARK ROAD
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3"5'I10 15" CP I HENDERSON COUNTY
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I zll CATV I N:632,654.94, E:947,116.37
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I` D HATCHED AREA UNDER
O II NEGOTIATIONS TO BE ACQUIRED I
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COUNTY ASPHALT PAVEMENT STRUCTURE
`3 0 o \ \ 221.22' 0.1' AG O S 84'59'37" E 722.22' (TOTAL
\ \1 y \ I \ ASPHALT PAVEMENT APPROXIMATE LOCATION OF )
HENDERSON /BUNCOMBE sotoo' s" 1cv
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A- - - - - - - 60d NAIL WITH ALUMINUM SHINER
------- MAG NAIL
®------- CONCRETE RIGHT-OF-WAY MONUMENT
PROPERTY LINE (SURVEYED) \
— — — — — — — PROPERTY LINE (NOT SURVEYED) \
— — — RIGHT-OF-WAY \
__________=== STORM LINE
GAS
—GAS— GAS LINE (APPROXIMATE)
—UFO—UFo—
UNDERGROUND FIBER OPTIC (APPROXIMATE)
—OU
OU OVERHEAD UTILITY LINE
_SS
Ss SANITARY SEWER LINE
TEL
—TEL UNDERGROUND TELEPHONE LINE
—UGWUGw UNDERGROUND WATER LINE
APPROXIMATE TREE LINE
ASPHALT PAVEMENT
APPROXIMATE COUNTY LINE
STREAM
- — — — —
— — — — — — —_TOE OF FILL SLOPE
— —
— — TOP OF POND
-
- CENTERLINE OF STORM DITCH
AG
-------ABOVE
GROUND
BG
- - - - - - -
BELOW GROUND
CATV
CABLE TELEVISION BOX
CMP
- - - - - - -
CORRUGATED METAL PIPE
CPP
- - - - - - -
CORRUGATED PLASTIC PIPE
Cl
-------CURB
INLET
D.B.-------
DEED BOOK
DI
-------DROP
INLET
EB
- - - - - - -
ELECTRICAL BOX
EM
- - - - - - -
ELECTRICAL METER
Zf
-------FIRE
HYDRANT
- - - - - - -
GUY ANCHOR
ICV
- - - - - - -
IRRIGATION CONTROL VALVE
INV
-------INVERT
P.
-------PAGE
PIN
- - - - - - -
PARCEL IDENTIFICATION NUMBER
RBC
- - - - - - -
REBAR WITH CAP
RBF
- - - - - - -
REBAR FOUND
RCP
- - - - - - -
REINFORCED CONCRETE PIPE
® SSMH
- - - - - - -
SANITARY SEWER MANHOLE
I
-------SIGN
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-------SLIDE
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- - - - - - -
STORM MANHOLE
TCOM
- - - - - - -
TELECOMMUNICATIONS BOX
TDP
- - - - - - -
TRUNCATED DOME PLATE
(T)
-------TOTAL
TS
- - - - - - -
TRAFFIC SIGNAL BOX
TYP
-------
TYPICAL
- - - - - - -
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pd
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VALVE
1a RG 7N
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TOTAL AREA
13.41± ACRES
0. V AG
WOODED
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
D.B. 1906, P. 324
PERMANENT DRAINAGE
EASEMENT#4
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D.B. 2921, P. 565 N:630,979.77', E:947,530.87'
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I, Robert C. Brown, certify that this map was drawn from an actual survey made
under my supervision (deed description recorded in deed books as noted) using
traditional field procedures; that the boundaries not surveyed are clearly indicated
c°
I
and are drawn from information found in deed and plat books as shown; that the ratio
of precision as calculated [(21 NCAC 56.1603)] is 1:20,000 or better; and that this
N
/
map meets the requirements of the standards of practice for land surveying in North
Carolina [(21 NCAC 56.1600)]; that the ground survey was performed on February
25th, 2020.
m
Furthermore, State Plane Coordinates for this survey were obtained by Global
ss
Navigation Satellite System (GNSS) Survey, and the following information was used
to perform the GNSS survey:
Q
Horizontal positional accuracy: 0.01 m
O
Vertical positional accuracy: 0.02m
= 00
Type of GNSS field procedure: static (post -processed using Topcon Tools Software
CV
and verified using OPUS-RS)
Date of GNSS Survey: February 12th, 2020
—
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Datum: horizontal = NAD83 (2011)
Geoid model: GEOID18
Localization point: Northing: 632,648.96, Easting: 947,635.49
Z =
Combined scale factor: 0.9997770 ,.
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Units:U.S. Survey Feet ,V, ` CA CA
SS�Q�,�
Witness my original signature, license number, and seal ?=O
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this date: February 27, 2020 = L-2748
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Robert C. Brown. ,•�••,��
Robert C. Brown, PLS ISO a��'
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BOUNDARY SURVEY OF:
Airport Manufacturing Area Tract
OWNER: Greater Asheville Regionalport Authority
PIN: A PORTION OF 9643-52-3284
D.B. 5565, P. 1196 (TRACT 2)
CITY OF ASHEVILLE
BUNCOMBE COUNTY, NORTH CAROLINA
SCALE: 1" = 80' 02/10/2020
ROBERT C. BROWN, PLS
JOB# 20035
DRAWN BY: J. EARLEY CHECKED BY: R. BROWN
COMPANY LICENSURE # C-2806
ED HOLMES
LAC ASSOCIATES -
L A N D S U R V E Y O R S P A
300 RIDGEFIELD CT., STE. 301, 28806
P.O. BOX 17335, ASHEVILLE, NC 28816
PHONE: [phone]
80, 40' 0' 80' 160' 240' 320'
N.C. Professional Land Surveyor L-2748
N:\JOBS\20035 Airport Mfg Tract - AVL Airport\DWG\20035 - Airport MFG Tract.dwg
D20-011
' DocVerifywwww.docverfycomB2674-85c0-4AD9-85F4-89E38EB616D6 ,III 'IIII
Page 1 of 1 189E38EB616D6

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OVERALL CONSTRUCTION PHASING NOTES
1. CONTRACTOR SHALL MAKE HIMSELF PROFICIENT IN THE BASE AND ADD ALTERNATES OF THIS PROJECT INCLUDING THE SCOPES OF WORK FOR EACH, SEQUENCE OF AND
REQUIREMENTS FOR EACH.
2. THE CONTRACTOR SHALL MAINTAIN THE STAGING AND STORAGE AREA THROUGHOUT THE DURATION OF THE PROJECT. THE STAGING AND STORAGE AREA SHALL BE
RESTORED TO PRE -PROJECT CONDITION AT THE END OF THE PROJECT.
3. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT AND WITHIN BASE BID OR ADD ALTERNATES.
4. THE CONTRACTOR SHALL COMPLETE BASE BID OR ADD ALTERNATE (IN ORDER) PRIOR TO BEGINNING THE NEXT CONSECUTIVE PHASE OF WORK.
5. CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR THE COMPLETION OF THE WORK SHOWING UNDERSTANDING OF THE REQUIRED PHASING REQUIREMENTS.
6. SPECIFIC PHASING REQUIREMENTS SHALL BE PER REQUIREMENTS BELOW:
PARKING LOT A
a. PARKING LOT A IS SEPARATED INTO PHASE Al (PARKING LOT A NORTH) AND PHASE A2 (PARKING LOT A SOUTH). THE LIMITS OF THE PHASES ARE THE AREA SHOWN ON
THIS PLAN.
b. THE INTENT FOR PARKING LOT A IS THAT THE CONTRACTOR COMPLETES PARKING LOT A NORTH AS SOON AS POSSIBLE AND SUCH THAT THE AIRPORT CAN TAKE
OWNERSHIP PRIOR TO THE COMPLETION OF PARKING LOT A SOUTH AND THE COMPLETION OF THE 75 CALENDAR DAYS. THE CONTRACTOR SHALL SUBMIT A DETAILED
SCHEDULE FOR THE COMPLETION OF PARKING LOT A NORTH AND SOUTH.
c. THE SEDIMENT/DETENTION BASIN SHALL BE INSTALLED DURING PHASE Al, HOWEVER, IT SHALL BE MAINTAINED AS REQUIRED UNTIL THE COMPLETION OF BOTH PHASES
OF PARKING LOT A.
d. THE CONTRACTOR SHALL MAINTAIN ACCESS VIA THE EXISTING PAVED ROAD OR TEMPORARY GRAVEL ROAD CONSTRUCTED BY THE CONTRACTOR TO THE FAA WIND
SHEAR TOWER EXCEPT AS ALLOWED BY AVL AND FAA ON A PREAPPROVED BASIS. THE CONTRACTOR SHALL SUBMIT A PLAN TO AVL FOR APPROVAL ON HOW ACCESS TO
THE FAA WIND SHEAR TOWER WOULD BE MAINTAINED AND A SCHEDULE FOR WHEN ACCESS WOULD BE LIMITED DUE TO CONSTRUCTION ACTIVITIES. COST OF THIS WORK
SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
PARKING LOT B
a. PARKING LOT B SHALL BE COMPLETED DURING THE CONSTRUCTION OF PARKING LOT A, BUT PRIOR TO STARTING WORK IN PARKING LOT C.
b. THE CONTRACTOR SHALL NOTIFY AVL A MINIMUM OF 7 DAYS PRIOR TO STARTING WORK IN PARKING LOT B IN ORDER FOR AVL TO COORDINATE THE CLOSURE OF THE
EXISTING GRAVEL PARKING LOT.
PARKING LOT C
a. PARKING LOT C SHALL BE COMPLETED DURING THE CONSTRUCTION OF PARKING LOT A, BUT AFTER THE COMPLETION OF WORK IN PARKING LOT B.
b. THE CONTRACTOR SHALL NOTIFY AVL A MINIMUM OF 7 DAYS PRIOR TO STARTING WORK IN PARKING LOT C IN ORDER FOR AVL TO COORDINATE THE CLOSURE OF THE LOT.
PARKING LOT D
a. PARKING LOT D IS IDENTIFIED AS A FUTURE PARKING PARKING LOT ACROSS THE STREET, TO THE NORTH, OF PARKING LOT A. THIS PARKING LOT IS BEING ADDED TO THE
PROJECT WITH QUANTITIES AND GENERAL SCOPE OF WORK, WITH THE INTENT THAT DESIGN AND PERMITTING WILL OCCUR DURING THE CONSTRUCTION OF PARKING LOT
A SO THAT CONSTRUCTION CAN START IN THE SPRING OF 2020. THE FINAL LAYOUT AND DESIGN TO BE SUBMITTED TO THE CONTRACTOR FOR REQUEST FOR PROPOSAL
BASED ON CONTRACT UNIT PRICES.
APPROXIMATE
LIMITS FOR
PARKING LOT D
O
�P
Q PARKING
LIMITS OF LOT B O
DISTURBANCE
— — — — — — — — — — — `
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--------------------- — � _ _ - - - ------
LIMITS OF
DISTURBANCE
/ CONTRACTORI
PARKING STAGING AREA
LOT A I
PARKING SOUTH
LOT A
NORTH
EXISTING PARKING LOT
PROJECT SCHEDULE
0
CALENDAR DAYS
(NTP) START
CONSTRUCTION
75 105 TOTAL
CALENDAR CALENDAR DAYS TO
DAYS COMPLETE
CONSTRUCTION
WORK SCHEDULE
PHASE
DESCRIPTION
PHASE Al INCLUDES ALL WORK FOR PARKING LOT A NORTH. THE WORK INCLUDES PAVING, STONE, GRADING,
Al
DRAINAGE, SEDIMENT/DETENTION BASIN, FENCING, LIGHTING, MARKING, BUS SHELTERS INSTALLATION, AND GATE
ACCESS.
A
PHASE A2 INCLUDES ALL WORK FOR PARKING LOT A SOUTH. THE WORK INCLUDES PAVING, STONE, GRADING,
A2
DRAINAGE, FENCING, LIGHTING, MARKING, AND BUS SHELTERS INSTALLATION.
PHASE B INCLUDES ALL WORK REQUIRED FOR PARKING LOT B. THE WORK INCLUDES PAVING, STONE, GRADING,
B
DRAINAGE IMPROVEMENTS, DETENTION, LIGHTING, AND MARKING.
PHASE C INCLUDES RECONFIGURATION OF EXISTING PARKING LOT C BY ADDITION OF BOLLARDS, RELOCATION OF GATE
C
ARMS, SIGNAGE AND MARKING.
PHASE D IS IDENTIFIED AS A FUTURE PARKING LOT ACROSS THE STREET, TO THE NORTH, OF PARKING LOT A. THIS
D
PARKING LOT IS BEING ADDED TO THE PROJECT WITH QUANTITIES AND GENERAL SCOPE OF WORK, WITH THE INTENT
THAT DESIGN AND PERMITTING WILL OCCUR DURING THE CONSTRUCTION OF PARKING LOT A SO THAT CONSTRUCTION
CAN START IN THE SPRING OF 2020.
o - - - - - - - - - - -
AIRPORT ROAD
x '1 I
TERMINAL DRIVE
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AIRPORT
EXISTING
PARKING
GARAGE
0 T
LIMITS OF
DISTURBANCE
L
EXISTING PARKING LOT
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North
0' 50' 100' 200'
GRAPHIC SCALE IN FEET
EXISTING
PARKING LOT
I
>toil
sheville
REGIONAL AIRPORT
e
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
Jai ;
♦ �:�° 6.7 i
SEa�
.
3
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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:
REVISIONS:
DESIGNED BY:
A.M.T.
DRAWN BY:
J.L.C.
CHECKED BY:
J.M.M.
APPROVED BY:
J.M.M.
DATE:
AUGUST 2019
STATE LICENSE #
N.C. C-2450
PROJECT NO.
2019.0157.01
SHEET NUMBER
SP-01

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sheville
REGIONAL AIRPORT
e
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
Q F� •• Z �
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N �Iwtl, ••••••.•'.
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:
REVISIONS:
DESIGNED BY: A.M.T.
DRAWN BY: J.L.C.
CHECKED BY: J.M.M.
APPROVED BY: J.M.M.
DATE: AUGUST 2019
STATE LICENSE # N.C. C-2450
PROJECT NO. 2019.0157.01
SHEET NUMBER
C-01

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SAW CUT NEAT
VERTICAL LINE
RFRAMIF APPRC)XINAATFI Y
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■■son
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CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS INCLUDING, BUT NOT LIMITED TO, CABLE LINES,
DRAINAGE PIPES AND STRUCTURES, ETC. NOT SPECIFICALLY NOTED AS BEING REMOVED AS PART OF THIS
PROJECT.
ANY DAMAGE TO EXISTING ITEMS SHALL BE REPAIRED IMMEDIATELY AT THE EXPENSE OF THE CONTRACTOR.
IF ITEMS CANNOT BE REPAIRED, THE CONTRACTOR SHALL REPLACE ACCORDINGLY AT NO EXPENSE TO THE
AIRPORT.
UTILITY LOCATIONS WILL NEED TO BE FIELD VERIFIED BY THE CONTRACTOR BOTH IN LOCATION AND IN
DEPTH PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL REMOVE ALL MILLINGS, AND DEBRIS OFF SITE IN A PROPERLY PERMITTED LOCATION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
ALL DISTURBED AREAS RELATED TO REMOVAL EFFORTS SHALL BE SEEDED AND MULCHED PER THE PLANS
AND SPECIFICATIONS.
AREAS WHERE THE EXISTING PAVEMENT IS TO BE REMOVED, THE SAWCUT SHALL BE STRAIGHT AND
VERTICAL. ONCE THE PAVEMENT HAS BEEN REMOVED, THE CONTRACTOR SHALL USE EXTREME CARE TO
PROTECT THE EXPOSED PAVEMENT EDGE.
CONTRACTOR MUST PROVIDE ACCESS, AT ALL TIMES, TO FAA PERSONNEL AND VEHICLES TO LLWAS TOWER
LOCATED AT THE TOP OF THE HILL VIA REMAINING ROADWAY.
N: 632,444.50
E: 947,097.05
N: 632,078.85 N: 631,025.39
- SAW CUT NEAT E: 947,206.68 E: 94J,222.02
VERTICAL LINE
N: 632,432.49
E: 947,096.89
— RELOCATED EXISTING
SWING GATE
REMOVE STORM CLEARING AND GRUBBING LIMITS
DRAIN MANHOLE (APPROXIMATELY 0.65 ACRES)
REMOVE APPROXIMATELY
60 LF OF 18" CPP
REMOVE APPROXIMATELY 565 SY OF ASPHALT
Q
N: 632,055.50 Q
r
E: 947,123.60 \
��— HE G'4S GAS —GqS GAS GAS GAS GAS - -GASJ—ASE—GASFOC FOCSHE eE FOC C �� nH�nHF—Off— O E O E— OH�OHE FQ�H�= OF���#E�F OC
SAW CUT NEAT / I 5' J N: 631,987.35
VERTICAL LINE J E: 947,046.83
U)
< N: 632,208.66
E: 946,965.86
� ■ ■ � ■ ■ � ■ ■ � r
- - obw
155'± no
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LEGEND
ASPHALT REMOVAL
CLEARING AND GRUBBING LIMITS
X ITEMS TO BE REMOVED
Q
North
GRAPHIC SCALE IN FEET
0 0
ishev
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REGIONAL AIRPORT
e
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
1 i
♦ �:�° 6.7 i
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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:
REVISIONS:
DESIGNED BY:
A.M.T.
DRAWN BY:
J.L.C.
CHECKED BY:
J.M.M.
APPROVED BY:
J.M.M.
DATE:
AUGUST 2019
STATE LICENSE #
N.C. C-2450
PROJECT NO.
2019.0157.01
SHEET NUMBER
C-04

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SEE INSET A FOR
ISLAND POINT
NUMBERS -
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30 29
118
C11 c`t
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117 115
116
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27
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132
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C10 120 121 v
122 C24
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94 50
83 82
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145 141
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38 39
52
51
53 54
85
86 61
68
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LEGEND
STANDARD DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
i
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0' 15' 30' 60'
GRAPHIC SCALE IN FEET
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REGIONAL AIRPORT
e
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
AN
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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:
REVISIONS:
DESIGNED BY:
R.H.P.
DRAWN BY:
H.T.L.
CHECKED BY:
J.M.M.
APPROVED BY:
J.M.M.
DATE:
AUGUST 2019
STATE LICENSE # N.C. C-2450
PROJECT NO. 2019.0157.01
SHEET NUMBER
C-06

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PARKING LOT A - POINT TABLE
POINT NO.
NORTHING
EASTING
1
632384.45
947160.40
2
632094.51
947224.76
3
632032.15
947206.34
4
632004.85
947083.33
5
632644.74
947044.06
6
632647.81
946945.11
7
632378.87
947031.55
8
632336.71
947005.06
9
632344.71
947039.13
10
632327.87
946988.58
11
632020.36
947056.84
12
632610.96
947087.09
13
632099.08
947162.29
14
632590.70
947044.40
15
632615.63
947083.33
16
632340.87
947047.15
17
632619.30
947087.89
18
632614.63
947091.65
19
632610.13
947100.84
20
632109.13
947175.28
21
632332.09
947049.10
22
632107.86
947160.34
23
632631.23
947085.70
24
632475.26
947086.17
25
632476.99
947070.26
PARKING LOT A - POINT TABLE
POINT NO.
NORTHING
EASTING
126
632520.45
946985.12
127
632523.62
946955.97
128
632527.66
946965.12
129
632344.04
947100.74
130
632356.91
947098.91
131
632358.74
947118.43
132
632620.53
947084.53
133
632611.08
947092.13
134
632639.07
947073.80
135
632640.18
947072.91
136
632640.28
947071.94
137
632639.40
947070.84
138
632621.01
947068.81
139
632619.90
947069.72
140
632619.79
947070.69
141
632620.68
947071.80
142
632620.79
947070.80
143
632620.89
947069.83
144
632639.18
947072.80
145
632639.29
947071.83
PARKING LOT A - POINT TABLE
POINT NO.
NORTHING
EASTING
26
632629.35
947102.93
27
632662.73
947119.16
28
632631.87
946944.62
29
632627.06
946939.08
30
632632.03
946939.62
31
632475.22
947068.06
32
632460.09
947066.41
33
632443.54
947082.71
34
632458.47
947081.32
35
632380.61
947143.11
36
632444.50
947097.05
37
632432.49
947096.95
38
632234.12
947150.75
39
632228.59
947151.98
40
632412.62
947074.25
41
632393.54
947103.64
42
632418.03
947098.66
43
632408.70
947050.54
44
632403.28
947026.13
45
632393.75
947104.69
46
632382.24
947138.23
47
632359.45
947111.66
48
632385.49
947142.02
49
632496.43
946928.53
50
632477.54
946926.48
PARKING LOT A - POINT TABLE
POINT NO.
NORTHING
EASTING
51
632233.03
947145.87
52
632227.50
947147.10
53
632227.40
947120.49
54
632221.87
947121.71
55
632214.40
947061.91
56
632208.87
947063.14
57
632078.78
947121.59
58
632346.51
947052.05
59
632071.90
947090.60
60
632330.58
947033.10
61
632206.15
947095.50
62
632203.76
947093.98
63
632205.71
947093.55
64
632200.29
947078.36
65
632220.03
947087.29
66
632214.18
947088.59
67
632334.07
947055.83
68
632215.26
947093.48
69
632346.29
947062.34
70
632221.12
947092.18
71
632088.76
947198.89
72
632082.80
947195.09
73
632083.88
947199.98
74
632024.15
947073.92
75
632020.35
947079.89
PARKING LOT A - CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
22.53
15.00
86.07
S49' 14' 38"W
20.47
C2
38.23
25.33
86.48
N37' 19' 50"W
34.70
C3
18.65
12.04
88.78
N50' 40' 18"E
16.84
C4
3.14
2.00
90.00
S43' 13' 19"E
2.83
C5
3.28
2.00
93.88
S30' 32' 44"W
2.92
C6
8.24
5.00
94.43
N48' 59' 34"E
7.34
C7
20.07
12.00
95.83
S40' 18' 17"E
17.81
C8
17.10
12.00
81.65
N50' 57' 19"E
15.69
C9
3.09
2.00
88.60
S51' 54' 36"W
2.79
C10
3.28
2.00
93.92
N36' 49' 48"W
2.92
C11
14.31
12.00
68.31
S54' 04' 05"E
13.47
C12
4.05
2.00
116.12
S38' 08' 48"W
3.39
C13
11.17
12.00
53.35
N65' 06' 19"E
10.77
C14
4.27
2.00
122.22
N22' 40' 48"W
3.50
C15
4.19
2.00
120.00
S36' 12' 28"W
3.46
C16
12.57
12.00
60.00
S53' 47' 32"E
12.00
C17
12.57
12.00
60.00
N66' 12' 28"E
12.00
C18
4.19
2.00
120.00
N23' 47' 32"W
3.46
C19
4.19
2.00
120.00
S36' 12' 28"W
3.46
C20
12.57
12.00
60.00
S53' 47' 32"E
12.00
C21
12.57
12.00
60.00
N66' 12' 28"E
12.00
C22
4.19
2.00
120.00
N23' 47' 32"W
3.46
C23
12.77
12.00
60.98
N23' 23' 55"W
12.18
C24
4.19
2.00
119.90
S66' 09' 31 "W
3.46
C25
38.33
112.00
19.61
ST 42' 40"E
38.14
C26
39.27
25.00
90.00
N32' 29' 05"E
35.36
C27
3.14
2.00
90.00
S51' 12' 28"W
2.83
C28
26.58
15.00
101.53
S44' 33' 27"E
23.24
C29
20.62
12.00
98.45
S36' 42' 27"W
18.17
C30
38.83
25.00
88.98
S57' 00' 20"E
35.04
PARKING LOT A - POINT TABLE
POINT NO.
NORTHING
EASTING
76
632019.27
947075.01
77
632475.00
947070.04
78
632077.29
947105.66
79
632480.45
947035.43
80
632465.86
947033.84
81
632628.93
946921.82
82
632501.94
946924.10
83
632503.67
946908.20
84
632330.69
947001.27
85
632220.78
947116.83
86
632226.32
947115.60
87
632352.36
947089.67
88
632213.31
947057.03
89
632211.68
947075.83
90
632207.78
947058.26
91
632432.57
947045.24
92
632470.67
947043.43
93
632456.84
947154.58
94
632496.97
946923.56
95
632481.85
947038.60
96
632472.15
947031.52
97
632480.23
947037.42
98
632335.57
947000.19
99
632628.68
947045.57
100
632626.66
947046.23
PARKING LOT A - POINT TABLE
POINT NO.
NORTHING
EASTING
101
632628.74
947043.57
102
632637.84
947058.59
103
632638.67
947046.57
104
632637.36
947058.53
105
632665.44
947037.54
106
632640.45
947033.39
107
632665.87
947023.94
108
632417.01
947073.28
109
632431.58
947084.14
110
632419.61
947084.99
111
632650.03
947087.07
112
632663.39
947102.58
113
632648.41
947101.98
114
632591.07
947032.37
115
632592.57
946984.25
116
632592.94
946972.22
117
632595.97
946993.66
118
632599.16
946964.39
119
632589.38
947054.32
120
632592.83
947022.53
121
632513.97
947044.77
122
632519.87
947036.70
123
632521.17
947024.77
124
632517.14
947015.62
125
632526.36
946977.05
PARKING LOT A - CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C31
37.19
35.00
60.88
N71' 03' 23"W
35.46
C32
5.40
5.00
61.90
S71' 33' 58"E
5.14
C33
4.09
2.00
117.22
N 18' 52' 36"E
3.41
C34
25.47
25.00
58.37
N68' 55' 03"W
24.38
C35
19.77
12.00
94.41
S34' 41' 26"W
17.61
C36
3.14
2.00
90.00
S57' 30' 55"E
2.83
C37
3.14
2.00
90.00
N32' 29' 05"E
2.83
C38
19.77
12.00
94.41
N59' 43' 16"W
17.61
C39
35.69
25.00
81.80
S32' 10' 20"W
32.74
C40
3.27
2.00
93.79
S55' 37' 19"E
2.92
C41
55.40
35.00
90.69
S32' 08' 25"W
49.79
C42
7.91
5.00
90.69
N32' 08' 25"E
7.11
C43
7.85
5.00
90.00
N57' 30' 55"W
7.07
C44
3.39
2.00
97.18
S28' 53' 39"W
3.00
C45
26.02
18.00
82.82
S61' 06' 21 "E
23.81
C46
26.02
18.00
82.82
N36' 04' 30"E
23.81
C47
3.39
2.00
97.18
N53' 55' 30"W
3.00
C48
7.85
5.00
90.00
N38' 47' 32"W
7.07
C49
22.04
12.00
105.23
S69' 00' 22"E
19.07
C50
3.14
2.00
90.00
N32' 29' 06"E
2.83
C51
7.85
5.00
90.00
S32' 29' 05"W
7.07
C52
3.79
2.00
108.52
N48' 15' 18"W
3.25
C53
27.73
30.33
52.38
N32' 11' 36"E
26.77
C54
6.28
6.00
60.00
S38' 47' 32"E
6.00
C55
1.57
1.00
90.00
N38' 47' 32"W
1.41
C56
1.57
1.00
90.00
S51' 12' 28"W
1.41
C57
1.57
1.00
90.00
S38' 47' 32"E
1.41
C58
1.57
1.00
90.00
N51' 12' 28"E
1.41
>f 0011,
sheville
REGIONAL AIRPORT
e
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
ate; F5� •• 'L
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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:
REVISIONS:
DESIGNED BY: R.H.P.
DRAWN BY: H.T.L.
CHECKED BY: J.M.M.
APPROVED BY: J.M.M.
DATE: AUGUST 2019
STATE LICENSE # N.C. C-2450
PROJECT NO. 2019.0157.01
SHEET NUMBER
C-07

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ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
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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:
REVISIONS:
DESIGNED BY: R.H.P.
DRAWN BY: H.T.L.
CHECKED BY: J.M.M.
APPROVED BY: J.M.M.
DATE: AUGUST 2019
STATE LICENSE # N.C. C-2450
PROJECT NO. 2019.0157.01
SHEET NUMBER
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l PRECAST CONCRETE
J ENDWALL
---- EXISTING PIPE
X-X=�Z EXISTING PIPE REMOVED
® PROPOSED PIPE
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SPILLWAY, SEE
DETAIL ON SW-05
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GRAPHIC SCALE IN FEET
■
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OCK DAM SEE
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Irll�ll�ll�ll�
>fr 001. -"1
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS &PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
--coninc.com
ULICK ENGINEERING LLC
HYDRAULICS HYDROLOGY EROSION
AIRFIELD DESIGN I CONSTRUCPON MANAGEMENAGEMEN
T &INSPECTION
RELEASED FOR CONSTRUCTION
CAR
UIN
11111111111000,
nA I I nKv0\\•
DAVID A. SKURKY, P.E.
NC SEAL #040195
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'
REVISIONS:
NO.
DATE
BY
DESCRIPTION
1
1/28/2020
WMM
RFC REVISION #1
2
2/26/2020
AKM
RFC REVISION #2
DESIGNED BY: W.M.M
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: FEBRUARY 2020
STATE LICENSE # N.C. P-1430
PROJECT NO. 400102
SHEET NUMBER
sw-01

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31
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CAP END OF PARKING
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WITH LEVEL
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PROTECTION
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FILTER STRIP. SLOPE TO
FOLLOW EXISTING GRADES \m
0.50'
2.50' —
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i`;
FOUNDATION DESIGN BY OTHERS
ROCK DAM SPILLWAY
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GRASS
LINING
0.50'
r—\/IC`TINI/'\
VEGETATED CONVEYANCE
N.T.S.
• THE LONGITUDINAL SLOPE OF THE SWALE OR
VEGETATED AREA SHALL NOT EXCEED FIVE
PERCENT, EXCEPT WHERE NOT PRACTICAL DUE TO
PHYSICAL CONSTRAINTS. IN THESE CASES, DEVICES
TO SLOW THE RATE OF RUNOFF AND ENCOURAGE
INFILTRATION TO REDUCE POLLUTANT DELIVERY
SHALL BE PROVIDED;
• THE SWALE'S CROSS-SECTION SHALL BE
TRAPEZOIDAL WITH A MINIMUM BOTTOM WIDTH OF
TWO FEET;
• THE SIDE SLOPES OF THE SWALE OR VEGETATED
AREA SHALL BE NO STEEPER THAN 3:1 (HORIZONTAL
TO VERTICAL); AND
• THE MINIMUM LENGTH OF THE SWALE OR VEGETATED
AREA SHALL BE 100 FEET
3" TALL LEVEL SPREADER
TOP ELEVATION = 2145.25'
RIP RAP PROTECTION
- 1 .00,
N T S LLVtL blIkUtK - I YF'IC:AL StL; I IUN
N.T.S.
FILTER STRIP
>frool- --I
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS &PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
ULICK ENGINEERING LLC
HYDRAULICS HYDROLOGY EROSION
AIRFIELD DESIGN I CONSTRUCPON MANAGEMENAGEMEN
T &INSPECTION
RELEASED FOR CONSTRUCTION
CAIR
A Is``
DAVID A. SKURKY, P.E.
NC SEAL #040195
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.
REVISIONS:
NO. DATE BY I DESCRIPTION
1 1 1/28/2020 1 WMMI RFC REVISION #1
DESIGNED BY:
W.M.M
DRAWN BY:
W.M.M.
CHECKED BY:
D.A.S.
APPROVED BY:
D.A.S.
DATE:
FEBRUARY 2020
STATE LICENSE # N.C. P-1430
PROJECT NO. 400102
SHEET NUMBER
SW-05

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Tnnc-11 nnn1, nrn111RED ON TOP OF STRUCTURE.
BE APPROVED BY THE
(,.nNgTPIIrTinN SFF TRASH
PERT. E.F.
PERT. E.F.
AGE DETAILS
'-2" CTS
QED ENTRANCE
-LOW
­-AM.-
EXISTING 36"
OUTLET PIPE
1 8" E. W.
I Ur & BOTTOM
1 2'
MMWWdIN0�WEW WAWAII\\rJ
SECTION Y-Y
N.T.S.
DIAMETER
DIAMETER B1
DIMENSION F
DIAMETER
ELEVATION B
B2
WIDTH D
ELEVATION A
ELEVATION B1
(PVC STAND
ELEVATION D
ELEVATION E
(HEIGHT OF
DIMENSION G
DIMENSION H
(OUTLET PIPE)
)
(POND
(DRAWDOWN
(WEIR)
(OUTLET PIPE)
(ORIFICE)
PIPE)
(WEIR)
(TOP OF RISER)
RISER)
(IN)
(IN)
(IN)
BOTTOM)
ORIF.)
(in)
(in.)
(FT)
(in.)
2129.5
1 36
1 2129.5
1 2129.5
1 27.0
N/A
2133.0
1 18.0
2136.5
1 7.0
60.0
1 72.0
2161.0
1 15
1 2162.0
1 2162.0
1 6.0
4.5
30.0
42.0
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GENERAL NOTES:
O M
a
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USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
F-1
J
O
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
Z
CONSTRUCT THE PIPE COLLAR WITH CLASS "B"
LLI
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
SHEET 1 OF 1
SHEET 1 OF 1
840.72
840.72
PARKING LOT A,
POND Al
D
E
F
CU. YD.
12
12"
12"
0.3528
15"
12
12"
0.3990
18"
12"
12"
0.4465
24"
12"
12"
0.5526
30
12"
12"
0.6560
36"
12"
12"
0.7640
42"
12"
12"
0.8856
48
12"
12"
1.0126
54"
18"
18"
2.5793
60
18"
18"
2.8506
66"
18"
18"
3.1307
72"
18"
18"
3.4176
1
T
AIRPORT ROAD
N
OUTLET CONTROL STRUCTURE TOP VIEW
N.T.S.
NOTES:
1. 4000 PSI, CONCRETE TO BE USED THROUGHOUT.
2. ALL REINFORCING STEEL WHERE JOINED SHALL HAVE 18" MIN.
OVERLAP UNLESS NOTED OTHERWISE.
3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM
SLAB.
4. RISERS OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
ON 1 '-2" CTRS. SEE DETAIL, SEE DRAINAGE DETAILS.
EXISTING EMERGENCY
SPILLWAY, SEE SW-08
MOMM
EXISTING 36" PIPE
------------------
IL A 0 6"
RCP
PIPE COLLAR
RISER CREST
ELEV.:<RISER ELEV.>
- WSEL�-
------
\-POND BOTTOM
EW AT RISER ELEV.:
RZ <POND BOTTOM>
STORMWATER MANAGEMENT
FACILITY DETAIL
N.T.S.
INLET PIPE
SLOPE, SEE
PLAN VIEW
(1 % MIN.)
POND
SPILLWAY
TOP OF
25-YR
25-YR FB
Pond ID
T (FT)
SS1
SS2
D (IN)
S
L (FT)
M
BOTTOM
ELEV.
DAM ELEV.
WSEL
(ft)
Al
2129.5
2138.0
2139.0
N/A
Exist
N/A
Existing
2136.6
2.4
7 B1
2162.0
2165.1
2166.0
4.0
2
Exist
15
4.7
43
CMP
2164.7
1.3
*Note: Pond Al Spillway, Top of Dam, Interior Side Slope, and Outlet Pipe are all existing.
STORMWATER FACILITY TABLE
NOTES:
1. CONTRACTOR SHALL CLEAN OUT POND TO FINAL
GRADES AND GRASS AFTER ALL UPSTREAM
DISTURBANCE IS STABILIZED.
H C A
t n 1Qd
..� 6.....
DAVID A. SKURKY, P.E.
NC SEAL #040195
■
s evi e
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS &PLANNERS
13801 REESE BLVD, SUITE 160
HLJNTERSVILLE, NC 28078
OFFICE: [phone]
www.avconinc.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
ULICK ENGINEERING, LLC
HYDRAULICS & HYDROLOGY I EROSION CONTROL
AIRFIELD DESIGN I CONSTRUCTION MANAGEMENT &INSPECTION
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.
REVISIONS:
NO. DATE BY DESCRIPTION
1 8/20/19 WMM ADDENDUM #2
DESIGNED BY: W.M.M.
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: AUGUST 7, 2019
STATE LICENSE # P-1430
PROJECT NO. 400101
SHEET NUMBER
SW-06

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TRASH RACK REQUIRED ON TOP
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SHALL BE APPROVED BY THE
ENGINEER PRIOR TO
CONSTRUCTION. SEE SHEET
SW-08 FOR DETAILS.
12
#4 @ 8" VERT. E.F.
H
G
ELEVATION E •
a• '
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12
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i.
° ..
TOP
& BOTTOM
=
ORIFICE OPENING
12"
STONE
BEDDING
WITH END CAP. SEE
DETAIL ON SW-08
"
SECTION X-X
(SEE SIDE VIEW - GRATE DETAIL)
N.T.S.
STONE BEDDING
SECTION Y-Y
N.T.S.
DIAMETER
DIAMETER
DIAMETER B1
DIMENSION F
DIAMETER A
ELEVATION B
B2
C2
WIDTH D
ELEVATION A
ELEVATION B1
(PVC STAND
ELEVATION C
DIAMETER C1*
ELEVATION D
ELEVATION E
(HEIGHT OF
DIMENSION G
DIMENSION H
Pond ID
(OUTLET PIPE)
(POND
(DRAWDOWN
(DRAWDOWN
(WEIR)
(OUTLET PIPE)
(ORIFICE)
PIPE)
(ORIFICE)
(in.)
(WEIR)
(TOP OF RISER)
RISER)
(IN)
(IN)
(IN)
BOTTOM)
ORIF.)
ORIF.)
(in)
(in.)
(FT)
(in.)
(in.)
Al
2129.5
36
2129.5
2129.5
27.0
N/A
N/A
N/A
N/A
2133.5
30.0
2135.0
5.5
60.0
72.0
131
2161.0
15
2,162.0
2,162.0
6.0
4.5
N/A
N/A
N/A
N/A
N/A
2,164.25
3.3
30.0
42.0
��nlnn^
ETE ANTI-SEA
12 "
NOTES:
BARREL
ANTI SEEP COLLAR
N.T.S.
' MIN.
1. AFTER FILL HAS BEEN PLACED A MIN. 18" OVER BARREL,
CONTRACTOR TO EXCAVATE ANTI -SEEP COLLAR TO MIN. DIMENSIONS
SHOWN AND BACKFILL WITH CLASS A CONCRETE.
2. COST OF PIPE COLLARS SHALL BE INCIDENTAL TO THE COST OF RCP
ITEM.
3. PERIMETERS OF CONCRETE COLLARS DO NOT HAVE TO BE SMOOTH
LINES. COLLARS MAY BE FORMED AGAINST COMPACTED OR
UNDISTURBED SOIL. DIMENSIONS AND SHAPE CAN VARY AS LONG AS
MINIMUM DIMENSIONS SHOWN IN DETAIL ARE MAINTAINED.
PARKING LOT 133
POND 131
S@E
SLOPE.
<SS2>
EXISTING
CURB INLET
I v
I I
-------------------
DAM WIDTH:
-T-
ELEVATION E
ELEVATION D
#4 @ 8" VERT. E.F.
#4 @ 8" VERT. E.F.
ELEVATION B
ELEVATION A
N
#5 @ 8" E.W.
TOP & BOTTOM
TOP OF DAM
ELEV.: <TOP OF
DAM ELEV.>
EMERGENCY SPILLWAY
(SEE SW-08)
ELEV.:<SPILLWAY
ELEV.>
1W
OUTLET CONTROL STRUCTURE TOP VIEW
N.T.S.
NOTES:
1. 4000 PSI, CONCRETE TO BE USED THROUGHOUT.
2. ALL REINFORCING STEEL WHERE JOINED SHALL HAVE 18" MIN.
OVERLAP UNLESS NOTED OTHERWISE.
3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM
SLAB.
4. RISERS OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
ON 1'-2" CTRS. SEE DETAIL, SEE DRAINAGE DETAILS.
RISER CREST
ELEV.:<RISER ELEV.>
FREEBOARD:
<S>-I�t---- WSEL__v--
�s 0 F
s', �
o
OUTLET PIPE, DIAM <D>, SLOPE
S>, LENGTH <L>, MATERIAL <M
ANTI -SEEP COLLAR
(TYP), SEE DETAIL
THIS SHEET.
STORMWATER MANAGEMENT
FACILITY DETAIL
N.T.S.
LSLOPE, SEE
PLAN VIEW
POND BOTTOM (1 % MIN.)
AT RISER ELEV.:
<POND BOTTOM>
Pond ID
POND
BOTTOM
SPILLWAY
ELEV.
TOP OF
DAM ELEV.
T (FT)
SS1
SS2
D (IN)
S
L (FT)
M
25-YR
WSEL
25-YR FB
(ft)
Al
2129.5
2138.0
2139.0
N/A
Exist
N/A
Existing
2136.4
2.6
61
2162.0
2165.1
2166.0
4.0
2
Exist
15 4.7 43 CMP
2164.7
1.3
*Note: Pond Al Spillway, Top of Dam,
Interior Side Slope, and Outlet Pipe are all existing.
STORMWATER FACILITY TABLE
NOTES:
1. CONTRACTOR SHALL CLEAN OUT POND TO FINAL
GRADES AND GRASS AFTER ALL UPSTREAM
DISTURBANCE IS STABILIZED.
INLET
PIPE
_ E -
95 I;
INEC���,��.
DAVID A. SKURKY, P.E.
NC SEAL #040195
>frool. --",
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
I UNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
100% DESIGN SUBMITTAL
ULICK ENGINEERING, LLC
HYDRAULICS & HYDROLOGY I EROSION CONTROL
AIRFIELD DESIGN I CONSTRUCTION MANAGEMENT & INSPECTION
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.
REVISIONS:
DESIGNED BY:
W.M.M.
DRAWN BY:
W.M.M.
CHECKED BY:
D.A.S.
APPROVED BY:
D.A.S.
DATE:
AUGUST 7, 2019
STATE LICENSE #
PROJECT NO.
400101
SHEET NUMBER
SW-07

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POLYETHI
STRUCI,,..,,.
PLASTIC
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
TO THE CONCRETE STRUCTURES
PER MANUFACTURER'S
INSTRUCTIONS.
CONCRETE RIS
OUTLET PIF
7-VIC'TIN1( n7n1 INIF1
BOTTOM WIDTH
10 FT.
SPILLWAY RIP RAP DITCH
N.T.S.
TRASH RACK SPACING SET BY
PLASTIC SOLUTIONS INC.
TRASH RACK ASSEMBLY
ELEV. A
POND
A
B
C
Al
65 8"
66"
7 "'
B l
38 4"
38 4"
7 "'
TOP VIEW
H
L-- I I LL-- ,3RIC
1
POLYETHYLENE
STRUCTURAL TOP VIEW
PLASTIC
TRASH RACK
N.T.S.
TRASH RACK
MANUFACTURED
BY PLASTIC
SOLUTIONS INC.
877-877-5727
OR APPROVED
EQUAL
CONCRETE RIB
SCHEDULE 40 PVC
THREADED END CAP WITH
PVC THREADED PLUG
000
0000
SCHEDULE 40 D 0 0 0
PERFORATED PVC (6" MIN. 0 0 0
DIA.) (3/8" HOLE DIA.) o 0 0 0
SCHEDULE
40 PLUG
TRASH RACK ASSEMBLY
ELEV. B
Mann
will
��Jmmmm
SIDE VIEW
45° BEND
)000
0000 0
: O O 0
0000
I O O 0
O O O O
I O O 0
OFA
00
n$o
1010101011-01.
0
In
TEE AND PIPE TO BE
PERFORATED TO WITHIN
3" OF WALL/STRUCTURE
CONCRETE WALL/OUTLET
STRUCTURE
;
;
>
-I
>
CONTRACTOR TO SECURE STAND
PIPE TO OUTLET CONTROL
STRUCTURE. STRAP OR OTHER
DEVICE SHALL BE WATER RESISTANT
AND SHALL BE APPROVED BY THE
ENGINEER PRIOR TO CONSTRUCTION.
SCHEDULE 40 SOLID
PVC (6" MIN. DIA.)
ORIFICE STAND PIPE DETAIL
N.T.S.
6" DIAM. (131) SCHEDULE 40 PVC
6" DIAM. (131) SCHEDULE 40 PVC
THREADED END CAP
DRILL DRAWDOWN (B2) ORIFICE-DIA
HOLE IN CENTER OF THREADED PLUG
FOR ORIFICE AT ORIFICE ELEVATION
6" DIAM. PVC THREADED PLUG. PLUG MAY
BE PERIODICALLY REMOVED FROM END
CAP FOR CLEANING AND MAINTENANCE.
(DO NOT CEMENT PLUG TO END CAP)
FILL GAP BETWEEN STRUCTURE
AND PVC PIPE WITH MORTAR
Y�P.11101mowl Immo
THREADED END CAP WITH
PVC THREADED PLUG
B2 SEE TABLE ON
SW-07 FOR B 1
AND B2 SIZES.
3"
CLEAR
(MIN.)
ORIFICE END CAP DETAIL
N.T.S.
11111111///I///
..loNq by '
DAVID A. SKURKY, P.E.
NC SEAL #040195
r- >f�� -")
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
AULICK ENGINEERING, LLC
HYDRAULICS & HYDROLOGY I EROSION CONTROL
AIRFIELD DESIGN I CONSTRUCTION MANAGEMENT & INSPECTION
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.
REVISIONS:
NO. DATE BY I DESCRIPTION
1 8/20/19 WMMI ADDENDUM #2
DESIGNED BY:
W.M.M.
DRAWN BY:
W.M.M.
CHECKED BY:
D.A.S.
APPROVED BY:
D.A.S.
DATE:
AUGUST 7, 2019
STATE LICENSE # P-1430
PROJECT NO. 400101
SHEET NUMBER
SW-08

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159.0
2157.
.** - - - --
STORM LINE A2
DI A2.3
10
32 CI
21
2155.00 / �, ' �, M H A2.1 co
9
-- -- STORM LINE Al '/' % /' C)
/ / /
V ' i l � �''�'/� 1 �
' 17
N g _ 4-
30" E 2153.00 18' RCP,�' , 7 0 . -
no --- , RCMP CI A1.1C ;','' \
N CI A3.1
1 no no �� i'�/'/'i' - ---- _
MH A1.1 33 �. '.:,�-- -- -
`�'�� '/ //, / // ;;__- WA A3.0 4 13
13" EX CMP(� i; /_�
21 17-�rr�i�l �'t�f2 _ _ -4"�Nt
NOPE
31
2� 43 0
2142.0
747.0
/-24" HDPE
CI A3.2
14
1 �� a►s- , ,,
-- k
----------- -'---- - 30
_ ----- //�//,� /,�, //� c�e� n \
_-----------_ OCS
-; - = \ -
_1' __a: ----------------
----- DRY DETENTION
-- A GAS
41 be,___--��________�� POND All, SEE -- UFj�------------- - "I-
------_= DETAILS SW-06 TILT _,ne na
---- ------
NEW AIRPORT ROAD
100' RIGHT-
-no-
71,
71,3
RM LINE A3
24" HDPE
7is
71
6
7'5�>
_----- 1 5
- - - - - - -
-i��-c�l►s-a►s -c1v►s -cans -�as -�♦ics-�c♦ccs -��
uFo ------------------ ----
natna=n�OI>a-� ---__
Point Table
Point #
Elevation
Northing
Easting
1
0.00
632410.1434
947004.9572
2
2131.00
632412.4109
946950.7742
3
2131.00
632337.5326
946957.2215
4
4262.00
632348.1865
946979.9787
6
2131.00
632387.6002
946994.1341
7
2131.00
632414.4881
946980.3006
8
2131.00
632373.8551
946948.3885
9
2140.33
632413.2304
947024.4615
10
2152.97
632451.0557
947078.1901
11
2151.86
632502.8643
946919.5704
12
2151.82
632487.8274
946928.7446
13
2140.02
632326.0222
946989.4015
14
2140.74
632225.2050
947011.7644
15
2141.46
632125.4062
947033.9381
16
2135.00
632280.2043
946972.6675
17
2142.00
632436.6874
946993.5919
18
2162.00
632983.1673
946660.3058
19
2162.00
632991.2263
946682.8577
20
2162.00
632983.5455
946685.6489
21
2162.00
632978.6879
946650.6217
22
2168.38
633071.9924
946619.6908
23
2166.00
632963.8139
946651.6088
24
2166.00
632982.8209
946643.7111
25
2166.00
632986.4514
946693.8418
26
2166.00
632975.3436
946703.0132
27
2166.00
632975.6896
946688.3676
29
2162.00
632971.6070
946653.4779
30
2135.00
632366.4765
946952.5069
31
2145.95
632369.1723
947175.4597
32
2149.08
632416.6920
947049.5983
33
2151.83
632476.4863
946944.5622
North
0' 15' 30' 60'
GRAPHIC SCALE IN FEET
SEE STORMWATER DETAIL SHEETS
SW-03 AND SW-05 FOR LOCATION OF
POINTS ON DRAINAGE STRUCTURES.
��\\\II111111111/,,,,
CAR
"fl.A 111111100
DAVID A. SKURKY, P.E.
NC SEAL #040195
>toI
sheville
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
ULICK ENGINEERING, LLC
HYDRAULICS & HYDROLOGY I EROSION CONTROL
AIRFIELD DESIGN I CONSTRUCTION MANAGEMENT & INSPECTION
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'
REVISIONS:
NO. DATE BY I DESCRIPTION
1 8/20/19 WMMI ADDENDUM #2
DESIGNED BY: W.M.M.
DRAWN BY: W.M.M.
CHECKED BY: D.A.S.
APPROVED BY: D.A.S.
DATE: AUGUST 7, 2019
STATE LICENSE # P-1430
PROJECT NO. 400101
SHEET NUMBER
Z (
SW-11

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\ '� �sz o co TEMPORARY
s�s DIVERSION TO
® EXISTING
\ � � � \\---------------' DROP INLET,
� � \ CONTRACTOR TO � ��\ • � � SEE DETAIL
ENSURE SEDIMENT GDP
\ DOES NOT FLOW ONTO / ♦ alb, �-------------- -- SHEET ES-07
AIRPORT PARK ROAD �
o i CE l_ '� • -
MATTING BLANKET 4tb6A2.4 ..
WATTLE TO BE INSTALLED / ; ON STEEP SLOPES
ALONG EXISTING DRIVEWAY. ♦--- --------------- - NEAR DI A2.3 _y
CONTRACTOR TO ADJUST AS
1 NEEDED TO AVOID Lon
CONSTRUCTION TRAFFIC Art / EXISTING 12" CPP
A
CT
INLET SEDIMENT
TRAP
LW Lon Lob Epp
CHECK DAM
�: , ♦ DI A2.2 `�b� OCK
C CK DAM
TS
DI A2.
(707
LOD
FROM DAMAGE ------------ TO BE REMOVED o '� - ' // ; /'/; / ,DC
lb
S" DC TS i
s , % J/ a _ EXISTING INLETS
TO BE
�o ��o MATTING BLANKET / , /, / /� / M ABANDONED �N , 1
Q z ON INTERIOR POND `� ; ; ; ��; / , I ; 1 ci 9
�, ----"� -- SLOPES - - i i'/i / /i
17 g ` ,' /�' / INLET SEDIMENT I I I
EX 4A '� i/' v / f E \ �� \ TRAP
Ab
COY
/ / /
INLET SEDIMENT ;�� /� / ,/ / /� ,� TS -- INLET SEDIMENT 1 1 I
- _ / I TRAP, SEE 1 ,
` � 1 1
no n°_� / I— - __� - . I' ` '. TRAP / / / �, �, ��_ / / N ES 07
7— no g •-'`�—_=_`�� ?� ',' 1 /' ;` ---- - �`, _ _ DETAIL 0 8
/ n° ono- �� ♦ OLD ��f-_ ---- 30 " EX C � TS , PS / 2 — \ _ _ _________ �/ _ ,-\' / Ile` � c
� a �� �nD n°� - 3 ___ MP __ ,_ °`' ,, �; ,, - \ ��\ CI A3.1------____ _24" HDPE' `
n° lam_ - _ A1.1/ / - _ �, — _ _ I
- �" X CMPi - RR _ _-- `i �,; - _ -24" HDPE _
® ♦ `� ��s� �� �Ca` ten° �,,.° � � _ ��=r� ,y'��� ,� 1 #1 _ __ RR _ � ---- CI A3.3 _--___ � SF .. ---- ---- _ � Epp
OCK CHECK AM p
_--
----------------
--- Lon SF��
PS
i� _
% `_;'���- �o _ � -- -- --- _—ems- ass —cis—ors——a►s-�a�--�--� ��c�==�_=�xs—�
♦ a ----_,��_____ _- ------------------
_ -__ -- _ "F°� __ - �1on w CE----------- - -- -----------= — —
Z_t
SILT FENCE WITH TEMPORARY �� ---- = �- — = = -� — — --`' ---- -�� " _ ° --° —°� _ • SILT FENCE WITH
' -GRAVEL AND RIP = _
REINFORCED STABILIZED DIVERSION TO BAFFLES ` 1 - - _ __� __ RAP INLET - - , _ _°- - REINFORCED STABILIZED - - __- -_ �� -
�� -- - OUTLET (TYP) NEW wrum
LONG PORT ROAD A��1 / ;# a&& °
ON ES-07 10 RIGHT-OF-WAY pER ONTRACTOR NOT TO
'I1n _T pR JECT REFERENCE # 1-5501 SHEET q STORMWATER POND Al
TO ALSO SERVE AS AFTER FINAL EXCAVATE NEAR THE
GAS LINE �
SEDIMENT BASIN WITH STABILIZATION .�\
; \
CONTRACTOR TO CLEAN `� �\ INSTALL PERMANENT J
BAFFLES AND SKIMMER OUT SEDIMENT TRAP ��' GRASS IN OLD DRIVEWAY
AND GRADE TO FINAL a LOCATION ONCE
PROPOSED CONSTRUCTION
CONDITIONS
ENTRANCE IS REMOVE
ES&PCP LEGEND
North
0' 15' 30' 60'
GRAPHIC SCALE IN FEET
..... INLET SEDIMENT
SILT FENCE ... TRAP, BLOCK AND
SF — SF— GRAVEL
LIMITS OF DISTURBANCE GRAVEL
LOD LOD LOD CE CONSTRUCTION
TEMPORARY DIVERSION ENTRANCE 1
ROCK CHECK DAM
DISTURBED AREA
TS STABILIZE WITH TEMP.
SEEDING RR RIPRAP
DISTURBED AREA SKIMMER
pS STABILIZE �-
WITH PERM. SEEDING - EXISTING CONTOUR
1.0 FT INTERVAL
DC DUST CONTROL 888'J PROPOSED CONTOUR
1.0 FT INTERVAL
WATTLE TO BE INSTALLED
ALONG EXISTING DRIVEWAY.
CONTRACTOR TO ADJUST AS
NEEDED TO AVOID
CONSTRUCTION TRAFFIC
FROM DAMAGE
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG UTILITIES WITHIN GRADING AREA
TO IDENTIFY POTENTIAL CONFLICTS.
3. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE FOR ALL EXPOSED SOILS FOR THE DURATION OF CONSTRUCTION.
4. INSTALL CONSTRUCTION ENTRANCE (CE).
5. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN.
6. ON -SITE INSPECTION BY INSPECTOR TO APPROVE PERIMETER EROSION CONTROL DEVICES.
7. PROCEED WITH GRADING.
8. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL.
9. REPAIR OR REPLACE ALL EROSION CONTROL MEASURES AS NEEDED.
10. SEED AND MULCH DENUDED AREA, AS REQUIRED, AFTER FINISHED GRADES ARE ESTABLISHED.
11. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER ESTABLISHED.
12. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR.
13. REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. — ,.-
LOT A LIMITS OF DISTURBANCE: 3.1 ACRES
g,q,
j g
ENSURE SEDIMENT
DOES NOT FLOW ONTO
NEW AIRPORT ROAD
\�\\\\\%0I I III///I /
�N CAR ///
GUI
III', 11100\
9 •
1
DAVID A. SKLIRKY, P.E.
NC SEAL #040195
>fro-
e e
REGIONAL AIRPORT
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
AULICK ENGINEERING, LLC
HYDRAULICS & HYDROLOGY I EROSION CONTROL
AIRFIELD DESIGN I CONSTRUCTION MANAGEMENT & INSPECTION
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'
REVISIONS:
NO. DATE BY I DESCRIPTION
1 8/20/19 WMMI ADDENDUM #2
DESIGNED BY:
W.M.M.
DRAWN BY:
W.M.M.
CHECKED BY:
D.A.S.
APPROVED BY:
D.A.S.
DATE:
AUGUST 7, 2019
STATE LICENSE #
P-1430
PROJECT NO.
400101
SHEET NUMBER
ES-03

0
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Pracfice SianelarM and S�pef �'flradans
Baffles need to be installed cor ectl, In order to fully provide their benefits.
Refer to F1 moire 6.65h and the :kllo win gr Ley points:
* The baffle material nee& to be sec»ed .aft the bottom .and sides 116
Most of the sediment - will aecuAlate M the fiat bay, so this should be
rear .accessible for maintenance.
0wo baRe rnaxKWI overwlr-e main -rand
urewft, plastic ties at posts and on wke emy 12"
1� Gauge M, in High
Tension W IimStrand
5 N I W SKIU red
To Porst Tb Support
e Material
i!
;a
rail a Material •
{ If tha tc-rnporary sediment basin wi11 be
converter to a perry a nen t 5to rmwater basin
of gr•"ater depth, the baffle height -should be
brmpd on thopool depth dLiflng ose Asa
tors porary aril basin.
Not . I rista11'thir {3) coir fi to Habits i n basi n
at 1Jralinage outlets with a spacing of 1Y4 the
baI n IE!ngth. TwVr, I2'I coif f Ller baNe5 car? Lse
ir- .ykdIled In t ho basins 1;2-b� iIIar120 ft. lin longth
witl`b a Spacirlig of 113 tl c. basin losLng 11.
Extend 9gKiuge wii e to W iiiii side or initall T-p st to anchor
k ffilo Co s I d P of hz and Preto werrical reost
Variable Depth
SQLc L,r-P hnttorn of baffle to gr'onnd with
12' staples at 1Z rnwdrnum spacing.
I�la�#eflal
l _0 Al L d Fjjrkc 5t apla
s t
baffleMaterial shoold be wured to the bottonn
and skWs of Hasin using 12 y Landscape staples
Figure B. 5b Cain Finer Baffle Detail
Cross section of a porous Raffle in a sediment basin.
OUTLET
W/DITCH
OUTLET W/0 DITCH
D
CLASS RIP RAP
CLASS I RIP RAP
CLASS RIP RAP
CLASS I RIP RAP
TONS
GEO-
T S V=LE
S.Y.
TONS
GEO-
T S.Y- =LE
TONS
GEO-
T S Y=LE
S.Y.
TONS
GEO-
T S Y LE
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
-
49
26
50
-
-
28
17
38
54"
-
-
60
33
62
-
-
36
21
47
60"
-
-
73
40
75
-
-
44
26
56
66"
-
-
87
48
89
-
-
54
32
67
72"
-
-
102
57
104
-
-
64
38
78
4 X D z
O �
�}
Q
)) 0 0 Z�=U
0
O
o0U)=z
QLL
LU O�
------- ° =~zLU
(nHLLOJ
D �• 000W<
H
0 — — — — — — — W r-I
T 0
V�------- ' 0
1-------
NOTE: 4 X D
FOR CALCULATION PURPOSES
_ _ _ CLASS 'B' RIP RAP = 100 LBS. /FT3 W
° 0�1 CLASS I RIP RAP = 105 LBS./FT3 ° J
2 X D �° O O
0�LL
D IL
/4 a
a
PLAN o Q
0
D SLOPE 1 %2 : 1 OR FLATTER �� Q a
° Q
U) IL
1 � H
D Q DC
0
2
�° T P LAN Q O
LL
GEOTEXTILE oOC
SECTION A -A° T G
PIPE OUTLET WITH DITCH ° �0 0
c�
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) GEOTEXTILE
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET 1 OF 1
PIPE OUTLET WITHOUT DITCH 876.02
Rip
Rap Calculations
RR ID
ID No.
D0
(IN)
La
(4*D)
(FT.)
Ws
(2*D)
(FT.)
Wz
(6*D)
(FT.)
dso
(IN.)
T
(IN.)
Area
(Sy)
#1
A1.0
30
10
5
15
8
12.0
11.1
#2
A2.0
18
6
3
9
8
12
4.0
#3
A3.0
24
8
4
12
8
12.0
7.1
#4
B1.0
15
5
2.5
7.5
8
12.0
2.8
CA
L
DAVID A. SKURKY, P.E.
NC SEAL #040195
>fro_
s0 heville
REGIONAL AIRPORT
AVCON
AVCON, INC.
ENGINEERS & PLANNERS
13801 REESE BLVD, SUITE 160
HUNTERSVILLE, NC 28078
OFFICE: [phone]
www.aveonine.com
ISSUED FOR BID
NOT RELEASED FOR
CONSTRUCTION
ULICK ENGINEERING, LLC
HYDRAULICS & HYDROLOGY I EROSION CONTROL
AIRFIELD DESIGN I CONSTRUCTION MANAGEMENT & INSPECTION
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.
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