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SHEET METAL HEAD FLASHING TO EXTEND UP WALL 8"
BEHIND RAINSCREEN
COUNTERFLASH METAL FLASHING SHEATHING W/ ZIP SYSTEM TAPE
ZIP SYSTEM TAPE AT WINDOW FLANGE
SHIM AS NECESSARY
1/2" GAP
INSULATING FOAM SEALANT
ZIP SYSTEM STRETCH TAPE OVER SLOPED SILL BLOCKING
SHIM & INSULATING FOAM SEALANT
3 1
/2"
VARIES
1 3/16
"
3 1/2"VARIES
3 1/2"
COUNTERFLASH METAL FLASHING SHEATHING W/ ZIP SYSTEM TAPE
SHEET METAL HEAD FLASHING TO EXTEND UP WALL 8"
BEHIND RAINSCREEN
SHIM AS NECESSARY
ZIP SYSTEM TAPE AT DOOR FRAME FLANGE
INSULATING FOAM SEALANT
1/2" GAP
ADA DOOR SILL
OMIT TRIM & BLOCKING AT EXTERIOR FLUSH SLAB AREAS
P.T. BLOCKING
DOOR PER SCHEDULE
DOOR SILL BELOW
METAL DOOR FRAMEDFILLED W/ INSULATINGFOAM SEALANT
EXTERIOR SEALANT
TERMINATE RAIN SCREENAT ROUGH OPENING
3/4"
TRIM TO OVERLAPDOOR FRAME
COUNTERFLASH METAL FLASHING SHEATHING W/ ZIP SYSTEM TAPE
SHEET METAL HEAD FLASHING TO EXTEND UP WALL 8"
BEHIND RAINSCREEN1/
2" GAP
SHIM AS NECESSARY
METAL DOOR FRAMEDFILLED W/ INSULATING
FOAM SEALANT
3/4"
TRIM TO OVERLAP DOOR FRAME
P. O
. B
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Date
Scale
Drawn
Job
Sheet
of Sheets###
As indicated
8/22/20
18 1
1:45:4
9 A
MC:\
Users\m
ichael\
Docum
ents
\13
70
-Air
port
Centr
al file
_m
ichael.rvt
BID / PERMIT SET
1370
MP/WJ/RB
8/21/2018
A6.1
MO
RR
ISV
ILLE/STO
WE
AIR
PO
RT
NEW
TER
MIO
NAL A
ND
HANG
AR
BUIL
DIN
GS
ENTER
AD
DR
ESS H
ER
E
WIN
DO
W S
CHED
ULE, W
IND
OW
DETAIL
S& D
OO
R D
ETAIL
S
WINDOW SCHEDULE
Mark Model OPER.
UNIT SIZE
COMMENTSWIDTH HEIGHT
MAIN LEVEL
101 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
102 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
103 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
104 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
105 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
106 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
107 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
108 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
109 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
110 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
111 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
112 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
113 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
114 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
115 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
116 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
117 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
118 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
119 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
120 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
121 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
122 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
123 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
124 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
125 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
126 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
127 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
128 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
129 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
130 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
131 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
132 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
133 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
134 ICA3790 CSMT 3' - 0" 7' - 3 1/2"
135 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
136 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
137 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
138 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
139 ICA3759 CSMT 3' - 0" 4' - 11 1/8"
140 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
141 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
142 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
143 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
144 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
145 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
146 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
147 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
148 IAWN4127 AWNG 3' - 4" 2' - 3 1/8"
UPPER LEVEL
201 ICA3771 CSMT 3' - 0" 5' - 11 1/8"
202 ICA3771 CSMT 3' - 0" 5' - 11 1/8"
203 ICA3731 CSMT 3' - 0" 2' - 7 1/8"
204 ICA3731 CSMT 3' - 0" 2' - 7 1/8"
205 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
206 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
207 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
208 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
209 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
210 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
211 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
212 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
213 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
214 ICA3771 CSMT 3' - 0" 5' - 11 1/8"
215 ICA3731 CSMT 3' - 0" 2' - 7 1/8"
216 ICA3771 CSMT 3' - 0" 5' - 11 1/8"
217 ICA3731 CSMT 3' - 0" 2' - 7 1/8"
218 ICA3771 CSMT 3' - 0" 5' - 11 1/8"
219 ICA3731 CSMT 3' - 0" 2' - 7 1/8"
220 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
221 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
222 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
223 ICA3343 CSMT 2' - 8" 3' - 7 1/8"
224 ICA3343 CSMT 2' - 8" 3' - 7 1/8"
225 ICA6086 CSMT 5' - 0" 7' - 2 1/2"
226 ICA3343 CSMT 2' - 8" 3' - 7 1/8"
227 ICA3343 CSMT 2' - 8" 3' - 7 1/8"
228 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
229 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
230 ICA3339 CSMT 2' - 8" 3' - 3 1/8"
WINDOW NOTES:1. COORDINATE ROUGH OPENINGS AND STRUCTURAL MULLS WITH MANUFACTURER. 2. SEE EXTERIOR ELEVATIONS FOR MULTIPLE UNIT, FACTORY MULLED CONFIGURATIONS.3. SEE EXTERIOR ELEVATIONS FOR LITE PATTERNS.
3" = 1'-0"A6.1
1 TYPICAL WINDOW HEAD DETAIL
3" = 1'-0"A6.1
2 TYPICAL WINDOW SILL DETAIL
1" = 1'-0"A6.1
3 WINDOW TRIM DETAIL
REVISIONS
3" = 1'-0"A6.1
4 Exterior CCD Door Head
3" = 1'-0"A6.1
5 Typical Exterior Door Sill
3" = 1'-0"A6.1
6 Exterior CCD Door Jamb
ZIP SYSTEM TAPE AT DOOR FRAME FLANGE
RAIN SCREEN OVERLAPS ZIP SYSTEM TAPE
INSULATING FOAM SEALANT
DOOR SILL BELOW
3" = 1'-0"A6.1
7 Exterior FMD Door Jamb
3" = 1'-0"A6.1
8 Exterior FMD Door Head
Aug 24, 2018
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PLUMBING LEGEND
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g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
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na
nd
asso
cia
te
s.co
m
N
M2.1
MA
IN
L
EV
EL
M
EC
HA
NIC
AL
P
IP
IN
G P
LA
NS
AS NOTED
JSM
JLM
3
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
N
M2.2
UP
PE
R L
EV
EL
M
EC
H P
IP
IN
G P
LA
NS
AS NOTED
JSM
JLM
4
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
M3.1
PIP
IN
G S
CH
EM
AT
IC
S &
L
EG
EN
D
AS NOTED
DPC
JLM
5
MECHANICAL LEGEND
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
M3.2
PIP
IN
G S
CH
EM
AT
IC
S
AS NOTED
JSM
JLM
6
FCU-1(AM007MNVDCH/AA)
Cooling Capa / Heating Capa
7500(0)BTU/h / 8500(0)BTU/h
FCU-2(AM009MNVDCH/AA)
Cooling Capa / Heating Capa
9500(0)BTU/h / 10500(0)BTU/h
FCU-3(AM007MNVDCH/AA)
Cooling Capa / Heating Capa
7500(0)BTU/h / 8500(0)BTU/h
FCU-4(AM048MNHDCH/AA)
Cooling Capa / Heating Capa
48000(0)BTU/h / 54000(0)BTU/h
FCU-5(AM024MNHDCH/AA)
Cooling Capa / Heating Capa
24000(0)BTU/h / 27000(0)BTU/h
FCU-6(AM018MNVDCH/AA)
Cooling Capa / Heating Capa
18000(0)BTU/h / 20000(0)BTU/h
FCU-7(AM009MNVDCH/AA)
Cooling Capa / Heating Capa
9500(0)BTU/h / 10500(0)BTU/h
FCU-8(AM009MNVDCH/AA)
Cooling Capa / Heating Capa
9500(0)BTU/h / 10500(0)BTU/h
FCU-9(AM036MNHDCH/AA)
Cooling Capa / Heating Capa
36000(0)BTU/h / 40000(0)BTU/h
MXJ-TA3819M
MXJ-YA2512M
MXJ-YA2512M
MXJ-YA2512M
MXJ-YA2512M
MXJ-YA2815M
MXJ-YA2512M
MXJ-YA2512M
MXJ-YA1509M
AAHP-1(AM192KXVTFH/AA)
Cooling Capa / Heating Capa
192000(0)BTU/h / 216000(0)BTU/h
AM096KXVTFH/AA
Cooling Capa / Heating Capa
96000BTU/h / 108000BTU/h
AM096KXVTFH/AA
Cooling Capa / Heating Capa
96000BTU/h / 108000BTU/h
Pipe Size : 3/8" / 7/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 7/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 5/8" / 1 1/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/4" / 1/2"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 7/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/4" / 1/2"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 7/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/4" / 1/2"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 3/4"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 5/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 5/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/2" / 1 1/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 3/4"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/4" / 1/2"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 3/4"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/4" / 1/2"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 5/8"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 1/4" / 1/2"
Pipe Length : 3.28ft / 3.28ft / 0
Pipe Size : 3/8" / 5/8"
Pipe Length : 3.28ft / 3.28ft / 0
FCU-1
AM007MNVDCH/AA
0 0
0 0
FCU-2
AM009MNVDCH/AA
0 2
0 0
FCU-3
AM007MNVDCH/AA
0 1
0 0
FCU-4
AM048MNHDCH/AA
0 3
0 0
FCU-5
AM024MNHDCH/AA
0 4
0 0
FCU-6
AM018MNVDCH/AA
0 5
0 0
FCU-7
AM009MNVDCH/AA
0 6
0 0
FCU-8
AM009MNVDCH/AA
0 7
0 0
FCU-9
AM036MNHDCH/AA
0 8
0 0
AAHP-1
AM192KXVTFH/AA
0 0
AM096KXVTFH/AA AM096KXVTFH/AA
Circuit Breaker,
4.64A
1,2,208-230,60Hz
140A
3,3,208-230,60Hz
MOP,80A
70A
3,3,208-230,60Hz
MOP,80A
70A
3,3,208-230,60Hz
MWR-WE13N MWR-WE13N MWR-WE13N MWR-WE13N MWR-WE13N MWR-WE13N
MWR-WE13N MWR-WE13N MWR-WE13N
OF1/OF2
F3/F4 F3/F4
F1/F2
F3/F4
F1/F2
F3/F4
F1/F2
F3/F4
F1/F2
F3/F4
F1/F2
F3/F4
F1/F2
F3/F4
F1/F2
F3/F4
F1/F2
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
M4.1
ME
CH
AN
IC
AL
S
CH
ED
UL
ES
AS NOTED
DPC
JLM
7
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
M4.2
ME
CH
AN
IC
AL
S
CH
ED
UL
ES
AS NOTED
DPC
JLM
8
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
M5.1
ME
CH
AN
IC
AL
D
ET
AIL
S
AS NOTED
DPC
JLM
9
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
10
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Mech\A
irport M
echanical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
M5.2
ME
CH
AN
IC
AL
D
ET
AIL
S
AS NOTED
DPC
JLM
10
18
18
9
6
4
25
82 PARKING SPACES TOTAL
RELOCATED GATEAND EXIST. FENCE
RELOCATED BOLLARDSAND SECURITY TERMINAL
PROPOSED FENCEAND RELOCATED
GATE
EDGE OF EX. PAVEDPARKING LOT TO BE
REMOVED
EX. GRANITE CURB TO BE REMOVEDAND RELOCATED
NEW GRANITECURB ANDSIDEWALK
(TYP.)
RELOCATED FLAG POLES(TYP. 2 PLACES)
(4) HANDICAP PARKINGSPACES AND SIGNAGE
NEWLIGHT POLE
NEW GRANITECURBED ISLAND
VAN ACCESSIBLELOADING
REORIENTATEDPARKING LOT
L
A
P
O
R
T
E
R
O
A
D
(R
O
U
T
E
1
0
0
)
NEW PARKING LOT CONSTRUCTION
1 1/2" TYPE III PAVEMENT OVERLAY
SAWCUT ANDMATCH EXISTING
PAVEMENT
NEW DUMPSTERPAD AND
ENCLOSURE
RELOCATEDCOMMUTER
PARKING SIGNS
BENCHMARK
F.F.=729.9
NEW TREEWELLT.O.W.=VARIES
RELOCATEDLIGHT POLE
RELOCATEDACCESS DRIVE
REFUSE/RECYCLETRUCK TURN-AROUND
RELOCATEDACCESS DRIVE
NEWBOLLARDS
EX. PAVEMENT OVERLAY
NEW PAVEMENT CONST.EX. PAVEMENT OVERLAY
NEW PAVEMENT CONST.
1C3.1
1C3.0
12C3.0
6C3.0
11C3.0
8C3.0
7C3.0
3C3.0
1C3.7
1C3.0
12C3.0
5C3.0
1C3.7
10C3.0
PAVEMENT MARKINGS(COORDINATE WITH OWNER
FOR REQUIREMENTS)
FUELFARM
3C3.1
3C3.0
2C3.0
2C3.0
1C3.0
5AC3.1
SAWCUT & MATCHEXISTING PAVEMENT
7C3.0
1C3.0
INFILL OLDISLAND AREA
5BC3.0
10C3.1
9C3.1CROSSWALK
8C4.1 112" TYPE III
OVERLAY OFEX. PAVEMENT
6' CONCRETE LANDING4C3.0
PROPOSEDFBO TERMINAL
BUILDING3,746 S.F.F.F.=732.5
FUTUREHANGAR B22,616 S.F.
F.F. 731.5
738
737
737
736
736
735
735734
734
734
733
733
733
732
732
732
732
732
732
731
731
731
731
731
731
731
731
730
730
730
730
730
730
730
729
729
729
729
728
728
728
727
727
727
726
726 726
725
TEMPORARY TRAILER
GENERATOR
PROPANETANKS
PROVIDE 12' WIDEDISCONNECTION AREA WITHSLOPE OF 5% OR LESS INAREA DOWNGRADIENT OFDRIVEWAT
EXPOSED AGGREGATE PATIO
FUTUREADDITION
F.F. 731.5
SPRINKLER SYSTEMPUMP HOUSE
APPROX. LIMITS OFU.G. WATER STORAGE
8C3.1
CONCRETE PAD(TYP.)(SEE STRUCTURALDWGS.)
REMOVE EXISTINGFENCE AND REPLACEWITH NEW FENCE
RETAIN EXISTINGFENCE
REMOVE EXISTINGFENCE AND REPLACEWITH NEW FENCE
INSTALL NEWFENCE
RETAIN EXISTINGFENCE
DSM
DSM
JDL/SAL
1" = 20'
13222
C2.0
AUG., 2018
LOCATION MAP1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
SITE
IMPROVEMENTS
PLAN
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
STATE OF VERMONTAVIATION DIVISION
PROJECT
LOCATION
100
100
ONE NATIONAL LIFE DRIVEMONTPELIER, VERMONT 05620
NEW TERMINALBUILDING & SITEIMPROVEMENTS
MORRISVILLE-STOWEAIRPORT
2305 LAPORTE ROADMORRISTOWN, VERMONT
STOWE AVIATION, LLC125 MOUNTAIN ROAD
STOWE, VERMONT 05672
FOR
8/27/18 DSM ADDENDUM #3
P:\A
utoC
AD
D P
rojects\2013\13222\1-C
AD
D F
iles - 13222\D
wg\13222 - S
ite.dw
g, 8/27/2018 11:47:12 A
M, m
burke
NEW 1" PVC CL. 200WATER SERVICE TO
BLDG. UTILITY ROOM
CLEANOUT #1INV=728.1
TIE-IN RELOCATED WATERSERVICE TO EXISTING LINE
FROM WELL
4" SDR 35 PVC1
2" SDR 26 PVCFORCE MAIN
2" SDR 26 PVCFORCE MAIN
150' WELL ISOLATIONAREA UPHILL OF NEW
WASTEWATER DISPOSALSYSTEM
4' PRIMARY TRENCH #1
4' PRIMARY TRENCH #2
4' PRIMARY TRENCH #3
REPLACEMENT
REPLACEMENT
REPLACEMENT
FUTURE TAXIWAY
BUILDINGINV.OUT=728.5
PROPOSED IN-GROUNDWASTEWATER DISPOSALSYSTEM (SEE SHT. C1.0FOR ALTERNATE LOCATION1,000 FT. SOUTH)
2C3.4
7C3.4
1C3.4
6C3.55
C3.4
5C3.5
1C3.5
1C3.5
11C3.1
5C3.4
TERMINATION POINT FORTRACER WIRE, PLACE IN
CLEANOUT RISER
WATER/SEWERCROSSING
8C3.4
WATER INV.=725.4SEWER F.M. INV.=727.0
WATER/STORMCROSSING (TYP.)
10C3.4
WI=725.0SI=726.6
WI=724.7SI=726.3
WI=724.4SI=726.0
WI=724.1SI=725.7
8C3.4 SAWCUT & REPLACE EXIST.
BIT. CONC. SURFACE
738
737
737
736
736
735
735734
734
734
733
733
733
732
732
732732
732
732
731
731
731
731
731
730
1,000 GAL.GREASE TRAPINV. IN = 728.3INV. OUT=728.05
3C3.5
CLEANOUT
BUILDINGINV.OUT=729.6
4" SDR 35 PVC14"/FT. MIN.
131' Potential AircraftApron Expansion Limits
CONCRETE PAD(SEE STRUCTURAL
DWGS)
CONCRETE PAD(SEE STRUCTURALDWGS)
DSM
DSM
JDL/SAL
1" = 20'
13222
C2.2
AUG., 2018
LOCATION MAP1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
WATER &
SEWER
PLAN
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
STATE OF VERMONTAVIATION DIVISION
LEGEND
Percolation Test Results
Perc Test #1 : 9.4 min/in
Perc Test #2 : 1.3 min/in
PROJECT
LOCATION
100
100
ONE NATIONAL LIFE DRIVEMONTPELIER, VERMONT 05620
TP #10”- 5” Loose brown sandy loam5”- 14” Loose brown coarse sand and gravel14”- 32” Loose gray brown coarse sand32”- 39” Compact orange-brown medium sand or gravel39”- 49” Loose brown medium sand49”- 56” Medium compact brown fine sand56”- 80” Loose gray medium coarse sand
SHGWT- Isolated within 32”-39”No seeps No ledge
TP #2Uncovered old wastewater system at 36”
TP #30”- 5” Loose orange-brown sandy loam5”- 17” Loose light-brown coarse sand and gravel17” 36” Loose to medium gravel and coarse sand36”- 39” Medium compact gray-brown gravel39”- 66” Loose gray coarse sand
SHGWT-NoneNo seeps No ledge
TP #40”- 8” Loose orange-brown fine sandy loam8”- 12” Loose brown medium sand12”-18” Medium compact tan fine sandy loam18”- 23” Loose brown coarse sand23”- 32” Loose gray-brown coarse sand, trace gravel32”-35” Compact orange-brown gravel35”-42” Loose brown coarse sand and gravel42”- 73” Loose gray brown coarse sand
SHGWT- None but at 32” Depth Remove, Loosen and ReplaceNo seeps No ledge
TP #50”- 7” Loose brown sandy loam7”-17” Loose brown fine-medium sand, trace gravel17”- 24” Loose gray-brown coarse sand24”- 33” Medium compact brown coarse sand and gravel33”- 50” Loose gray-brown coarse sand50”- 66” Loose gray-brown fine-medium sand
SHGWT-NoneNo seeps No ledge
TP #60”- 6” Loose orange-brown fine sandy loam6”- 16” Loose gray-brown fine to medium sand16”- 25” Medium compact light-brown coarse sand and gravel25”-35” Medium compact brown coarse sand35”- 42” Medium compact tan very fine sandy loam42”- 46” Medium compact brown medium sand and gravel46”- 70” Loose gray coarse sand
SHGWT isolated at 38”- 42” (window thru)No seeps No ledge
Morrisville-Stowe Test Pit Log
November 20, 2013
D. Marshall, Carl Fuller
Basis of Design
The following are estimates for the waste water and water supply design figures:
63 56-63 based aircraft;
35 35 Passenger Deplanements/day (includes private flights)
20 Visitors for Flight School
15 Visitors for Stowe Soaring Glider Rides
35 30-35 full time employees.
29 Seats in Café serving Coffee & Pastries
4 # Employees at Restaurant
4 # Pilots using Pilot Shower Facility
Design Flow Breakdown
4 Shower Usage x 15 GPD / Person = 60 GPD
29 Restaurant Seats x 30 GPD / Person = 870 GPD
63 Total Based Aircraft (BA)
x 1.5 Individuals/Based Aircraft
95 Total BA Individual visits x 5 GPD / Person = 475 GPD
70 Visitors Enplanements x 5 GPD / Person = 350 GPD
31 Full Time (8-hr shift) Employees x 15 GPD / Person = 465 GPD
2,220 GPD
Low Flow Fixture Credit (10%) - (222) GPD
Average Daily Design Flow 1,998 GPD
Septic Tank Sizing
Minimum Size Required for flows 1,500 - 6,500 GPD
= 1,125 + 75% of Design Flow = 1,125 + (0.75 x 1,998)
= 2,624 gal. Required
Use 3,000 gal. Septic Tank
Conventional System Design
- Second Slowest Percolation Rate = <9.4 Min/Inch
- Basic Application Rate = 3 / sqrt(9.4 min/in.) = 0.98 GPD/SF
- Depth of stone below distribution pipe = 24"
- Proposed Trench Width = 4 FT
- Per Section 1-907 (p) with 24" depth below distribution pipe
- Treatment Efficiency = 0.66
Required Trench Length = Flow x Treat Effic./Applic Rate/Trench Width
= 1,998 GPD x (0.66) / (0.98 GPD/SF) / (4 FT) = 336 LF
Proposed Trench :
Three 113 foot long Trenches = 3 x 113 LF = 339 LF Provided
Replacement System
100% Replacement (Interfingered with primary trenches)
Proposed Trench :
Three 113 foot long Trenches = 3 x 113 LF = 339 LF Replacement Provided
MA
TCH
LIN
E - S
HEE
T C
2.3
NEW TERMINALBUILDING & SITEIMPROVEMENTS
MORRISVILLE-STOWEAIRPORT
2305 LAPORTE ROADMORRISTOWN, VERMONT
STOWE AVIATION, LLC125 MOUNTAIN ROAD
STOWE, VERMONT 05672
FOR
8/27/18 DSM ADDENDUM #3
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L
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(R
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1
0
0
)
EXISTING 1,000 GALLON SEPTICTANK AND DISPOSAL SYSTEMTO BE ABANDONED. CUT ANDCAP SEWER FROM EXISTINGBUILDING
NEW 1" PVC CL. 200WATER SERVICE TO
BLDG. UTILITY ROOM
CLEANOUT #1INV=728.1
3,000 GAL. SEPTIC TANKINV. IN = 727.9INV. OUT=727.75
L
A
P
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(R
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)
BENCHMARK
F.F.=729.9
NEW 2,500 GALSIMPLEX PUMP STATIONRIM=730.0INV. IN (N) = 722.9INV. IN. (W)=725.0
TIE-IN RELOCATED WATERSERVICE TO EXISTING LINE
FROM WELL
4" SDR 35 PVC14"/FT MIN.
2" SDR 26 PVCFORCE MAIN
2" SDR 26 PVCFORCE MAIN
BUILDINGINV.OUT=728.5
FUTURE SERVICEINV.OUT=728.5
2C3.4
7C3.4
3C3.5
1C3.4
6C3.55
C3.4
8C3.5
FUELFARM1
C3.5
11C3.1
5C3.4
TERMINATION POINT FORTRACER WIRE, PLACE IN
CLEANOUT RISER
WATER/SEWERCROSSING
8C3.4
WATER INV.=725.4SEWER F.M. INV.=727.0
WATER/STORMCROSSING (TYP.)
10C3.4
WI=725.0SI=726.6
WI=724.7SI=726.3
WI=724.4SI=726.0
WI=724.1SI=725.7
8C3.4 SAWCUT & REPLACE EXIST.
BIT. CONC. SURFACE
4" SDR 35 PVCS=0.02 FT/FT
1C3.4
735
735
730
730
730
730
730
730
730
725
PUMP STATIONCONTROL PANEL
1,000 GAL.GREASE TRAPINV. IN = 728.3INV. OUT=728.05
3C3.5
CLEANOUT
BUILDINGINV.OUT=729.6
4" SDR 35 PVC14"/FT. MIN.
CONCRETE PAD(SEE STRUCTURAL
DWGS)
CONCRETE PAD(SEE STRUCTURALDWGS)
DSM
DSM
JDL/SAL
1" = 20'
13222
C2.3
AUG., 2018
LOCATION MAP1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
WATER &
SEWER
PLAN
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
STATE OF VERMONTAVIATION DIVISION
LEGEND
PROJECT
LOCATION
100
100
ONE NATIONAL LIFE DRIVEMONTPELIER, VERMONT 05620
MA
TCH
LIN
E - S
HEE
T C
2.2
NEW TERMINALBUILDING & SITEIMPROVEMENTS
MORRISVILLE-STOWEAIRPORT
2305 LAPORTE ROADMORRISTOWN, VERMONT
STOWE AVIATION, LLC125 MOUNTAIN ROAD
STOWE, VERMONT 05672
FOR
8/24/18 DSM REVISED WATER SERVICE LOCATION
8/27/18 DSM ADDENDUM #3
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NEW 1" CONDUIT& WIRE
RELOCATEDLIGHT POLES
(TYP. 2 PLACES)
RELOCATEDLIGHT POLE
NEW LIGHTPOLE
RETAIN EXISTING PRIMARYELECTRIC CONDUIT,PULL NEW WIRE
RELOCATED PRIMARY ELECTRICLINE IN 3" CONDUIT
EXIST. ELECTRICVAULT BUILDING
NEW SECONDARY POWERTO ELECTRICAL VAULT
UNDERGROUND 240V CIRCUITTO LIGHT POLE
240V, 100A CIRCUIT IN2" CONDUIT TO PANELIN NEW TERMINAL BLDG.,25 PAIR TELEPHONE CABLEIN 4" CONDUIT
NEW CONDUIT & WIRETO SIGN (BY OTHERS)
RELOCATEDLIGHT POLE
NEW 1" CONDUIT& WIRE
TO ELECTRICAL MANHOLE
NEW 1" CONDUIT& WIRE
POWER TO RELOCATEDGATE CONTROL
ELECTRICAL CHARGINGSTATIONS WITH SIGNS
POWER TO RELOCATEDGATE CONTROL
BENCHMARK
F.F.=729.9
1
1C3.7
1C3.7
5C3.7
5C3.7
5C3.7
4C3.7
FUELFARM
(4) NEW 1,000 GAL.PROPANE TANKS
PROPOSEDFBO TERMINAL
BUILDING3,746 S.F.F.F.=732.5
FUTUREHANGAR B22,616 S.F.
F.F. 731.5
738
737
737
736
736
735
735734
734
734
733
733
733
732
732
732
732
732
732
731
731
731
731
731
731
731
731
730
730
730
730
730
730
730
729
729
729
729
728
728
728
727
727
727
726
726 726
725
FUTUREADDITION
F.F. 731.5
DSM
DSM
JDL/SAL
1" = 20'
13222
C2.4
AUG., 2018
LOCATION MAP1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
UTILITY PLAN
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
STATE OF VERMONTAVIATION DIVISION
LEGEND
PROJECT
LOCATION
100
100
ONE NATIONAL LIFE DRIVEMONTPELIER, VERMONT 05620
LIGHTING NOTES:
1. 400 W HPS MOUNTED ON 20' ALUMINUM POLE WITH MINIMUM
HORIZONTAL BEAM SPREAD OF 140° AND MINIMUM VERTICAL BEAM
SPREAD OF 95°.
2. 250 W HPS MOUNTED ON 20' ALUMINUM POLE WITH MINIMUM
HORIZONTAL BEAM SPREAD OF 140° AND MINIMUM VERTICAL BEAM
SPREAD OF 70°.
NEW TERMINALBUILDING & SITEIMPROVEMENTS
MORRISVILLE-STOWEAIRPORT
2305 LAPORTE ROADMORRISTOWN, VERMONT
STOWE AVIATION, LLC125 MOUNTAIN ROAD
STOWE, VERMONT 05672
FOR
8/27/18 DSM ADDENDUM #3
P:\A
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DSM
DSM
JDL/SAL
AS SHOWN
13222
C3.7
LOCATION MAP1" = 2000'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
SITE UTILITY
DETAILS
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
STATE OF VERMONTAVIATION DIVISION
AUG., 2018
ONE NATIONAL LIFE DRIVEMONTPELIER, VERMONT 05620
PROJECT
LOCATION
100
100
N.T.S.
ELECTRICAL TRENCH - PRIMARY
ELECTRICAL CABLE MARKINGTAPE SHALL BE PLACED 8" TO12" BELOW FINISH GRADE
APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS
TELEPHONE
CABLE
MIN. 4" SAND OR FINEGRAVEL ON ALL SIDESOF CONDUIT
ELECTRICAL CONDUIT
24" MIN.
40" MIN.
CONDUIT SHALL BE ENCASED IN A 4" ENVELOPE OF CONCRETEUNDER THE FOLLOWING CONDITIONS:
A. FOR INSTALLATION UNDER THE TRAVEL PORTION OF THEROAD.
B. WITHIN 10' OF WATER, SEWER, GAS AND DRAIN CROSSING.
N.T.S.
ELECTRICAL TRENCH - SECONDARY
24" MIN.
24" MIN.
12" MIN.
APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS
ELECTRICAL CABLE MARKINGTAPE SHALL BE PLACED 8" TO12" BELOW FINISH GRADE
TELEPHONE
CABLE
MIN. 4" SAND OR FINEGRAVEL ON ALL SIDESOF CONDUIT
ELECTRICAL CONDUIT
N.T.S.
GAS LINE TRENCH DETAIL
GAS MARKING TAPE SHALL BE12" BELOW FINISH GRADE
APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS
GAS PIPE
MIN. 6" SAND OR FINEGRAVEL ON ALL SIDESOF CONDUIT IN AREASOF ROCKY SOIL
24" MIN.
36" MIN.
N.T.S.
ELECTRICAL TRENCH - SECONDARY
36" MIN.
12" MIN.
APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS
ELECTRICAL CABLE MARKINGTAPE SHALL BE PLACED 8" TO12" BELOW FINISH GRADE
MIN. 4" SAND OR FINEGRAVEL ON ALL SIDESOF CONDUIT
ELECTRICAL CONDUIT
N.T.S.
POLE LIGHT DETAIL
2.
1.
24"
5'-0" MIN.
16'-0"20'-0"
3"
· FOREWARD THROW15"x21" SQUAREALUMINUM FIXTURE w/250w MH LAMP, DARKBRONZE FINISH
· SPAULDING SE1-250M-FTw/ PHOTOELECTRICCONTROL AND CUTOFFSHIELD (OR APPROVEDEQUAL)
· FOREWARD THROW 18"x26"SQUARE ALUMINUM FIXTURE w/400w MH LAMP, DARK BRONZEFINISH
· SPAULDING SE11-400M-FT w/PHOTOELECTRIC CONTROL ANDCUTOFF SHIELD (OR APPROVEDEQUAL)
PAVEMENT SURFACE
NON-TAPERED SQUAREALUMINUM POLE - DARKBRONZE FINISH
HAND HOLE w/ COVER
ANCHOR BOLTS &TEMPLATE BY LIGHT
POLE SUPPLIER
SEE LIGHT POLEBASE DETAIL
FINISH GRADE
N.T.S.
POLE LIGHT BASE DETAIL(ADJACENT TO PAVEMENT)
24"
5'-0" MIN.
#3 TIES @ 12" O.C.
GALV. STEEL TO PVCCONDUIT CONNECTOR
SCHE. 80 PVC FROMPOLE TO POLE w/SPARATE GROUNDWIRE
PAVEMENT SURFACE
POLE AND LAMP AS PERLIGHTING SCHEDULE
HAND HOLE w/ COVER
ANCHOR BOLTS &TEMPLATE BY LIGHT
POLE SUPPLIER
BOLT OR CADWELDGROUND WIRE TO POLE
FINISH GRADE
34" CONDUIT FOR #6
BARE COPPERGROUND WIRE
(4) #5 VERTICAL
34"x10' COPPER WELDGROUND ROD BOND
TO CONDUIT, BASE &POLE
2'-0" MIN. WHEN ADJACENTTO A PAVEMENT SURFACE
24" PRECAST LIGHT POLE BASE(ROUND or TAPERED)or 24" Ø (MIN.) CAST-IN-PLACE- 5,000 psi @ 28 DAYS- REINFORCING AS SHOWN
N.T.S.
POLE LIGHT BASE DETAIL
24"
(MIN
.)
5'-0" MIN.
3"
#3 TIES @ 12" O.C.
GALV. STEEL TO PVCCONDUIT CONNECTOR
SCH 80 PVC FROMPOLE TO POLE w/SEPARATE GROUNDWIRE
PAVEMENTSURFACE
POLE AND LAMP AS PERLIGHTING SCHEDULE
HAND HOLE w/ COVER
ANCHOR BOLTS &TEMPLATE BY LIGHT
POLE SUPPLIER
BOLT OR CADWELDGROUND WIRE TO POLE
FINISH GRADE
34" CONDUIT FOR #6
BARE COPPERGROUND WIRE
(4) #5 VERTICAL
34"x10' COPPER WELDGROUND ROD BOND
TO CONDUIT, BASE &POLE
24" PRECAST LIGHT POLE BASE(ROUND or TAPERED)or 24" Ø (MIN.) CAST-IN-PLACE- 5,000 psi @ 28 DAYS- REINFORCING AS SHOWN
5' MIN.
7C3.7
6C3.7
5C3.7
2C3.7 3
C3.7
4C3.7
1C3.7
N.T.S.
CONCRETE ENCASEMENT8C3.7
4" MIN. ENCASEMENT -3,000 psi CONCRETE
3" PRIMARYELECTRICAL
CONDUIT
NOTE: EXTEND CONCRETE ENCASEMENT 10' BEYONDPAVEMENT SURFACE
N.T.S.
UNDERGROUND PROPANE TANK9C3.7
N.T.S.
TANK TIE-DOWN(OR APPROVEDALTERNATE)
38"Ø GALV. WIRE ROPE W/
(3) ROPE CLIPS/THIMBLES
34" EYE/JAW GALV.
TURNBUCKLE
58" GALV. EYE NUT
HILTI HVA ADHESIVE ANCHOR· 5
8"Ø GALV.· 71
2" EMBEDDED· 6" (MIN.) CLEARANCE TO
EDGE OF CONCRETE6'-0"
4"
WIRE ROPE TIE-DOWN (PERDETAIL) OR HOLD DOWNSTRAP BY TANK MANUF.,5,000# UPLIFT PER STRAP
18" (MIN.) COORD. W/ TANKSUPPLIER & MECH. PLANS
PROVIDE (4)BOLLARDS
6'Wx18'Lx8"T, 3,000 PSICONCRETE W/ #5 BARS @12" O/C E/W
FELT PAD UNDER TIE DOWN
4" (MIN.) SAND BEDDING
CLEAN COMPACTEDGRAVEL BACKFILL
UNDISTURBED NATIVEMATERIAL
6" CRUSHED STONE
1,000 GAL. LPGAS TANK
±12"
±3.5'
NEW TERMINALBUILDING & SITEIMPROVEMENTS
MORRISVILLE-STOWEAIRPORT
2305 LAPORTE ROADMORRISTOWN, VERMONT
STOWE AVIATION, LLC125 MOUNTAIN ROAD
STOWE, VERMONT 05672
FOR
8/27/18 DSM ADDENDUM #3
NOTE:
COORDINATE REQUIRED SIZE AND LOCATIONS WITHMEP PLANS AND SHOP DRAWINGS
N.T.S.
MEP SITE PAD DETAIL
6"6"12" DRAINAGE COURSE(704.15)
8" THICK CONCRETE PAD
UNDISTURBED SOIL ORAPPROVED COMPACTEDGRANULAR FILL
4" MINIMUM TOPSOIL, SEED AND MULCHALL SIDESLOPE- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH VEGETATION
#4 BARS @ 12" o/c, e/w
10C3.7
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Aug 24, 2018
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lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
N
E2.2
UP
PE
R L
EV
EL
L
IG
HT
IN
G P
LA
N
AS NOTED
CLD
ASG
5
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
8
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Elec\A
irport E
lectrical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
N
E2.3
MA
IN
L
EV
EL
P
OW
ER
P
LA
N
AS NOTED
CLD
ASG
6
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
8
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Elec\A
irport E
lectrical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
E3.1
ON
E-L
IN
E D
IA
GR
AM
&
D
ET
AIL
S
AS NOTED
CLD
ASG
7
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
8
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Elec\A
irport E
lectrical P
lans.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
E3.2
PA
NE
L S
CH
ED
UL
ES
AS NOTED
CLD
ASG
8
L
A
P
O
R
T
E
R
O
A
D
(R
O
U
T
E
1
0
0
)
BENCHMARK
F.F.=729.9
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
3
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Elec\M
-S
A
irport S
ite E
lectrical P
lan.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
SE-1
EX
IS
TIN
G/D
EM
O S
IT
E E
LE
CT
RIC
AL
P
LA
N
AS NOTED
CLD
ASG
1
N
L
A
P
O
R
T
E
R
O
A
D
(R
O
U
T
E
1
0
0
)
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
3
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Elec\M
-S
A
irport S
ite E
lectrical P
lan.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
SE-2
NE
W S
IT
E E
LE
CT
RIC
AL
P
LA
N
AS NOTED
CLD
ASG
2
N
Aug 24, 2018
NU
MB
ER
DA
TE
RE
VIS
IO
NB
Y
DWG. NO.
DATE:
SCALE:
DRAWN BY:
APPROVED BY:
SHEET OF
PR
OJE
CT
N
AM
E:
SH
EE
T T
IT
LE
:
MO
RR
IS
VIL
LE
-S
TO
WE
A
IR
PO
RT
Morristow
n, V
erm
ont
8/9/18
3
P:\D
ropbox\M
orrisville - S
tow
e A
irport\D
raw
ings\~
Elec\M
-S
A
irport S
ite E
lectrical P
lan.dw
g
P.O
. B
OX
6
10
; S
TO
WE
, V
ER
MO
NT
0
56
72
TE
L.(8
02
) 2
53
-9
60
7
ME
CH
AN
IC
AL
&
E
LE
CT
RIC
AL
E
NG
IN
EE
RS
Pe
ars
on
&
A
ss
oc
ia
te
s, In
c.
ww
w.p
ea
rso
na
nd
asso
cia
te
s.co
m
SE-3
SIT
E E
LE
CT
RIC
AL
D
ET
AIL
S
AS NOTED
CLD
ASG
3
