6. Appendix E - As-Constructed Drawings and Revised ALPKalispell City Airport — North End Surfacing Improvements
FAA Form 5010
MAD Location Drawing
As -Constructed Drawings (Half Size Only)
Revised Airport Layout Plan & Exhibit "A" (Half Size Only)
CD w/ As -Constructed Plot files & ALP Plot files for S27 only
Final Report Appendix E
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
> 1 ASSOC CITY:
KALISPELL
' 2 AIRPORT NAME:
KALISPELL CITY
3 CBD TO AIRPORT (NM): 01 S
GENERAL
10 OWNERSHIP:
PU
11 OWNER:
CITY OF KALISPELL
12 ADDRESS:
CITY HALL
KALISPELL, MT 59901
> 13 PHONE NR:
406-752-6600
> 14 MANAGER:
FRED LEISTIKO
15 ADDRESS:
BOX 1997
KALISPELL, MT 59903
16 PHONE NR:
406-250-3065
> 17 ATTENDANCE SCHEDULE:
ALL ALL
DALGT
18 AIRPORT USE:
PUBLIC
19 ARPT LAT:
48-10-42.8500N ESTIMATED
20 ARPT LONG:
114-18-13.4670W
21 ARPT ELEV:
2932 SURVEYED
22 ACREAGE:
134
23 RIGHT TRAFFIC:
NO
24 NON-COMM LANDING:
NO
25 NPIAS/FED AGREEMENTS:N
26 FAR 139 INDEX:
RUNWAY DATA
30 RUNWAY (DENT:
13/31
31 LENGTH:
3,600
> 32 WIDTH:
60
> 33 SURF TYPE-COND:
ASPH-G
34 SURF TREATMENT:
35 GROSS WT: SW
4.0
36 (IN THSDS) DW
37 DTW
38 DDTW
39 PCN:
LIGHTING/APCH AIDS
4 STATE: MT
PRIN I UA 1 E: 11/30/2UU6
AFD EFF 11/23/2006
Form Approved OMB 2120-0015
LOC ID: S27 FAA SITE NR: 12417.`A
5 COUNTY: FLATHEAD MT
SERVICES
BASED AIRCRAFT
> 70 FUEL: 100LL A
90 SINGLE ENG:
56
91 MULTI ENG:
3
> 71 AIRFRAME RPRS: MAJOR
92 JET:
0
> 72 PWR PLANT RPRS: MAJOR
TOTAL:
59
> 73 BOTTLE OXYGEN:
> 74 BULK OXYGEN:
93 HELICOPTERS:
1
75 TSNT STORAGE: HGR, TIE
94 GLIDERS:
1
76 OTHER SERVICES:
95 MILITARY:
0
AVNCS, CHTR, GLD, INSTR, PAJA, RNTL, SURV,
96 ULTRA -LIGHT:
3
TOW
FACILITIES
OPERATIONS
100 AIR CARRIER:
0
> 80 ARPT BCN:
CG
102 AIR TAXI:
6,400
> 81 ARPT LGT SKED:
DUSK -DAWN
103 G A LOCAL:
15,000
> 82 UNICOM:
122.800
104 G A ITNRNT:
15,000
> 83 WIND INDICATOR:
YES-L
105 MILITARY:
2,000
84 SEGMENTED CIRCLE:
NONE
TOTAL:
38,400
85 CONTROL TWR:
NONE
86 FSS:
GREAT FALLS
OPERATIONS FOR 12
87 FSS ON ARPT:
NO
MONTHS ENDING
08/25/2005
88 FSS PHONE NR:
406-761-7110
89 TOLL FREE NR:
1-800-WX-BRIEF
40 EDGE INTENSITY:
NSTD
> 42 RWY MARK TYPE-COND:
BSC - G / BSC - G
43 VGSI:
/
44 THR CROSSING HGT:
/
45 VISUAL GLIDE ANGLE:
/
> 46 CNTRLN-TDZ:
> 47 RVR-RVV:
/
48 REIL:
/
49 APCH LIGHTS:
/
OBSTRUCTION DATA
50 FAR 77 CATEGORY:
A(V) / A(V)
• 51 DISPLACED THR:
/ 155
• 52 CTLG OBSTN:
TREE / TOWERS
53 OBSTN MARKED/LGTD:
/ LM
> 54 HGT ABOVE RWY END:
45 / 324
55 DIST FROM RWY END:
693 / 5,750
56 CNTRLN OFFSET:
161L / 505R
57 OBSTN CLNC SLOPE:
10:1 / 17:1
58 CLOSE -IN OBSTN:
N / N
DECLARED DISTANCES
60 TAKE OFF RUN AVBL (TORA):
/
• 61 TAKE OFF DIST AVBL (TODA):
/
> 62 ACLT STOP DIST AVBL (ASDA):
/
> 63 LNDG DIST AVBL (LDA):
/
/
/
r
>i ARPT MGR PLEASE ADVISE FSS IN ITEM 86 WHEN CHANGES OCCUR TO ITEMS PRECEDED BY > I
> 110 REMARKS:
Q 040 RWY 13/31 NSTD LIRL. RY 13 THR LGTS LOCATED AT END OF RY.
051 RWY 31 LGTD THR RELOCATED 155 FT FOR NIGHT OPNS; 3445 FT OF RY 13/31 LGTD AT NIGHT.
052 RWY 31 TWO 324 FT RADIO TOWERS 5750 FT FM AER; 505 FT R OF CNTRLN & 1150 FT R OF CNTRLN. RY 13 80 FT POLES 70 FT R & 190 FT R; 20:1
APCH SLOPE.
A 053 RWY 31 LIGHTS OUT INTERMITTENTLY
081 ACTVT LIRL RY 13/31 - CTAF.
086 COMMUNICATIONS PRVDD BY GREAT FALLS RADIO ON FREQ 122.5 (LAKESIDE RCO).
.. 096 ULTRALIGHTS ON & INVOF ARPT.
111 INSPECTOR: ( S ) 112 LAST INSP: 08/25/2005 113 LAST INFO REQ:
x=` U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
AIRPORT MASTER RECORD
PRIN I UA I E: 11/30/2006
AFD EFF 11/23/2006
Form Approved OMB 2120-0015
> 1 ASSOC CITY: *****CONTINUED*****
4 STATE: MT
LOC ID: S27
FAA SITE NR: 12417.*A
> 2 AIRPORT NAME:
5 COUNTY:
3 CBD TO AIRPORT (NM):
6 REGION/ADO: ANM/HLN
7 SECT AERO CHT:
GENERAL
SERVICES
BASED AIRCRAFT
10 OWNERSHIP:
> 70 FUEL:
90 SINGLE ENG:
> 11 OWNER:
91 MULTI ENG:
12 ADDRESS:
> 71 AIRFRAME RPRS:
92 JET:
> 72 PWR PLANT RPRS:
I 13 PHONE NR:
> 73 BOTTLE OXYGEN:
TOTAL:
14 MANAGER:
> 74 BULK OXYGEN:
93 HELICOPTERS:
15 ADDRESS:
75 TSNT STORAGE:
94 GLIDERS:
76 OTHER SERVICES:
95 MILITARY:
16 PHONE NR:
96 ULTRA -LIGHT:
> 17 ATTENDANCE SCHEDULE:
OPERATIONS
FACILITIES
100 AIR CARRIER:
> 80 ARPT BCN:
102 AIR TAXI:
> 81 ARPT LGT SKED:
103 G A LOCAL:
> 82 UNICOM:
18 AIRPORT USE:
104 G A ITNRNT:
19 ARPT LAT:
83 WIND INDICATOR:
105 MILITARY:
20 ARPT LONG:
84 SEGMENTED CIRCLE:
TOTAL:
21 ARPT ELE
85 CONTROL TWR:
22 ACREAGE::
86 FSS:
OPERATIONS FOR 12
> 23 RIGHT TRAFFIC:
87 FSS ON ARPT:
MONTHS ENDING
88 FSS PHONE NR:
24 NON-COMM LANDING:
89 TOLL FREE NR:
25 NPIAS/FED AGREEMENTS:
> 26 FAR 139 INDEX:
RUNWAY DATA
• 30 RUNWAY [DENT:
31 LENGTH:
32 WIDTH:
> 33 SURF TYPE-COND:
34 SURF TREATMENT:
35 GROSS WT: SW
36 (IN THSDS) DW
37 DTW
38 DDTW
• 39 PCN:
LIGHTING/APCH AIDS
40 EDGE INTENSITY:
> 42 RWY MARK TYPE-COND:
43 VGSI:
44 THR CROSSING HGT:
45 VISUAL GLIDE ANGLE:
> 46 CNTRLN-TDZ:
> 47 RVR-RVV:
• 48 REIL:
• 49 APCH LIGHTS:
OBSTRUCTION DATA
50 FAR 77 CATEGORY:
51 DISPLACED THR:
52 CTLG OBSTN:
53 OBSTN MARKED/LGTD:
> 54 HGT ABOVE RWY END:
55 DIST FROM RWY END:
56 CNTRLN OFFSET:
57 OBSTN CLNC SLOPE:
58 CLOSE -IN OBSTN:
DECLARED DISTANCES
60 TAKE OFF RUN AVBL (TORA):
61 TAKE OFF DIST AVBL (TODA):
62 ACLT STOP DIST AVBL (ASDA):
> 63 LNDG DIST AVBL (LDA):
> ARPT MGR PLEASE ADVISE FSS IN ITEM 86 WHEN CHANGES OCCUR TO ITEMS PRECEDED BY >
110 REMARKS:
a 110-01 POOR APCHS IF UNFAMILIAR USE CTN.
110-03 GLIDER & BALLOON ACTIVITY ON & INVOF ARPT.
110-04 TWR 400 FT AGL 3 MILES E UNLGTD.
1 111 EXISTED PRIOR TO 1959.
111 INSPECTOR: ( 3 ) 112 LAST INSP: 08/25/2005 113 LAST INFO REQ:
KALISPELL (2) S27 - (CITY FIELD)
AIRPORT LOCATION
Nay.Aid$
�- WHITEFISH
COLUMBIA FALLS
FCA
US
�—/%J
VORTAC
MT 35
113.2
KALISPELL
BIG FOR _�
(Rad.229
deg., 5.6
US 2
LIBBY
d o N
NM.)
KOFI
VOR
1<
�
*'AIRPORT`
FLATHEAD RIVER
KGEZ 0 1 2 3
�
48° 10'
114°
20' >Sl1S 93 0 oR SCALE IN MILES
AIRPORT LAYOUT CAUTION: POOR APPROACHES
Radio
CAUTION: C3 _
I
UNICOM
90'POLES
\}4 CAMPINGTIEDOWNS I
I
'122.8
GTF FSS
E4\� CAUTION ry
RCO
2 RADIO
4 ,\+ 5TW
705WER
0' SE
I
122.5
EFAS RCO
US 93 324' HIGH
OAFA
122.0
■
011
01,
SEWAGE PLANT
3
IDENT: S27
ELEV: 2932'
LOC: 48-10.7 N
CTAF: 122.8
114-18.2
LIGHTED: Rwy 13/31 R.C. Key 122.8 3,5,7,
MANAGER: Fred Leistiko
imes Lighted beacon
PHONE: (406)250-3065
FUEL: 100LL, Jet A
REMARK5:. *CAUTION*:Poor approaches: 24"
REPAIRS: Major , .
ourphone on field. Kali§pelf .weather service
SERVICE: Rental cars & taxi. Meals &
office, phone:,number 755-4829. Campground on
lodging adjacent to field.
field. Rwy 13/31 lighted. Rwy 31 threshold
OWNER. C-kjbi Kalispell
relocaed 1'55',for.nighf operation 3445' usable at
:night
i'z�
KALISNtLL"(L)
Atk AM s ,w 0 s La s I% J% d& dam M m ift dkLEA &% &W, ffl�
CONSTRUCTION NOTES:
CONTRACTOR SHALL INFILL THIS AREA TO MATCH
RADIUS
LENGTH
TANGENT
DELTA
CURVE T1
75.00'
9.99'
5.00'
7°37'56'
60
_._...
..._..
F
.ST-.
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OG.S
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2930
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2925
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N .....
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F
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U
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HORIZONTAL SCALE
30 0 30 60
.._....
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..:.. .....
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..
N.Q�JM
_"
LL
:trOJN
JN..
?910
:O>
0
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2910 (SCALE IN FEET)
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+
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Uj
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rn
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>
F
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a.
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`n
VERTICAL SCALE
5 0 5 10
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(q
U......
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...r
=.
.rZ—.
Cilll
...:.. '. ..
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10+60
11+20
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11+80
12+40
13+00
13+60
14+20
—
14+80
15+40
16+00
U
—
T 16+60
(SCALE IN FEET)
291
30 0 30 60
(SCALE IN FEET)
TAXIWAY A
_
_
ASPHAL
T APRONff
XIWAY .
2945-
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2910
(SCALE IN FEET)
_.
pp n=
OLU
4z
-0
VERTICAL
VE0 SCALE
W=Z
r5�
5 10
co LL
17+80 18+40
19+00 19+60
21+40 22+00
20+20 20+80
22+60 23+20 23+60 24+40
(SCALE IN FEET)
EL-IUS I LENGTH
C1111 11 1 57D 50' 8.66,
EXISTING 36'SANITARY
SEWER
HANGARACCESS
TAXIWAY B
N 684462568
E 97.61 36
2928.97
AF
PC STA. 11+34-59
NEW M ACCESS ROAD
125RIGHT
(SEE SHEET C15 & C-16)
A'A
N 6MI)Z278
E 96625.6678
3V
FUTURE Nk�GAR
EWE
SINENO,
FF ELEV. 292Bm97
fu
DELTA
.31V' 82'22'04'
2 9 U-
PT STA. 11 +91.58 1/
62.36'RIGHT
N 66467.1265
E 96698.GD34
FR .14ANGA
--SfA, I
ND HANGAR A ESS TAXIWAY B
N685207124
E95665.02
STA- 12+00.88 HANGAR ACCESS t1i
TAXIWAY B -
ST& 10+12-61 TAXIWAY A
20 0 20 40
(SCALE IN FEET)
RADIUS
LENGTH
TANGENT
DELTA
CURVE Cl
57.50'
82.66'
50.31'
82022'-04"
CURVE C2
57.50'
97.98'
65.72'
97037'560
FUTURE HANGAR
FF ELE = .2929.01
3 MANHOLE ADJUSTMENT'S
I r (TYP 2 PLCS)
I � �
qq
PA MENT DUCT �KERS 1
(TYP 2 PLCS)
x-.
NEW 16' ACCESS ROA ,
(SEE SHEET C-15'a 16)'
EXISTIN G 36" SAN ARY J
SEWER
_
GRADE REAK
_ .._
_ CU VEC
EXISTING 8" SANITARY
_- -
SEWER
2
-AL
- F
'r EXISTING RIM ELEV. = 2928.76 TO -•- V ....... ,.. - ..... �..�,....� �,..� ., ....... ,����. _..�....., .,.., �...�.... �..�_..
SUBBASE GRAVELS. 7RIM ELEV. = �9E�!9 2928.10A
CONTRACTOR SHALL ADJUST EXISTING VALVE BOX TO 20 U 20 40
FINISHED GRADE & PROVIDE CONCRETE COLLAR, SEE
DETAIL 5, SHEET C-21.
TOP OF VALVE BOX ELEV. = 2928.38 (SCALE IN FEET)
ACCE5a
::::
....
..:::::
:::: :::
:: ::::
::::
:::
:::::
-
:::::::
::
::::
:::
:::::::::
: : :::: :::: ::: :::::::: ::::HANGAR
TAX I WA'Y C
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a
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p Cz .... ....
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HORIZONTAL SCALE
20 0 20 40
a
ca O M 0
2915 `D 2915 (SCALE IN FEET)
cr)w..
+w .. .... .. :...
v.. L) . - .... .... VERTICAL SCALE
��..Q¢.. 0 5 �❑
�. ---
10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 (SCALE IN FEET}
CONSTRUCTION NOTES:
CONTRACTOR SHALL INFILL THIS AREA TO MATCH
FINISHED GRADE WITH NEW ASPHALT PAVEMENT (3"j.
A 2 STA. 10+65 TO STA. 11 +63.47; REPLACED P-154 WITH
FULL 16" LIFT DE P-208.
A> STA. 10+00 TO STA. 11+63.47; INSTALLED GEOGRID, BXI200
UNDER SUBBASE.
2950
2945
2940
2935
2930
a 1 t----- 2925
R
2920
s
a
2915
i
m
RADIUS
LENGTH
TANGENT
DELTA
CURVE 01
57.50'
82.66'
50.31'
82°22'04"
CURVE D2
57.50'
97.98'
G5.72'
97°37'55"
o v 20 4-v
(SCALE IN FEET)
HANGAR ACCESSs,
�_
......
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TALC I WAY a
2950—
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2920--
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....
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HORIZONTAL SCALE
.
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-
2915 (SCALE IN FEET
VERTICAL SCALE
....
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....
..
.... ..
....
:
5 ❑ 90
11+20
11+60
12
+....
00
12+40
12+80
13+20
13+60
14+00
14+40
SCALE IN FEET}
10+00 10+40
10+80
CURVE F1 E--__Jig_==_
................. \�'ADEE=:== =�=- _-====
=__-_=-;=:-_�_
ACCESS TAXIWAY Y
_�STA.1812.81 TAXIWAY A
r PC STA. 13+06N.
C—� 12.5' LT
14.2107
E 9700 .
RADIUS
LENGTH
TANGENT
DELTA
CURVE F1
57.50'
90.32'
57.50'
90000'00"
CURVE F2
50.00'
78.54'
50.00'
90°00'00"
- rc - i u.v ,-- -_ _-_-- -- -_--__ _ __ -..... ......- .
w_�___ _ = --= _ _ = _-- __ = _ __ _ = = _= __ _--- _ _-___ __ _ P STA. 3 _............................
----_-__ -_- =_ -�N CTING - - --- - -_- -_ _ -- --- = - ---_ _ CD =- _ - _ - = - - _ _ - _ - _ --
c�RE—EM -
27.0
34.5-____-- = N fi 794.4 5 _ _ ___--------_____ STA. 13+63.50
18 _ _=- =_
SHEET _,-- __ __
_ _-_-__====__-___ ===- __-__-_-__--
i019.0.
_- _---- -_--- -_-=-t _-_-_ _ _ E 9 -- ____ — W F
N HANGAR ACCESS TAXIWAY
S
S
N67826.1555
E ERVI LN
41
i—
Y E
ELEV. - 293 .8q
D
CUR E
P S =�__ -- =
1
[-+a - _ -_ ---- - - - - - _ =- __ _:-__- STA. 13 10 5
Ga-- - - -
A 1 5 �3 t•3 - - -- - - = H
-..........
T STA. 13 63
OF 1 RCP CULVERT
C=-====_====�_======--______
• 45 111Q ; :: -
P 1 1 J _-__-_ -
R D ---- _ - - -
4 ____--=___ __-_______ __=_ _ _=
CENTERED ON TAXIWAY
- s2
9 __ =__=_
.......... ... .
L P Y A RV! E _ _= =_ =_-_ -__=__ ____ _ _=-__ = ___ _=
2929.89
. n _: , :; V IN ELEV. __--_.- -
048fi _ _-=_=_==_=== _ _ IN
! N T _ _= = = =_ == = _ _= _ �_ __== _ = =_�
_ --_ __ _ _ - _ 2929.22 2❑ 4q
-_- 1N DU �.E 2
YQ S-ALE S = =_=082 === _====_== === === == -======= �==_ =_
L, = _ _ - __--_ __-_ _=_= = _ = = . == _.. _
0
__ ___ _ =-_ __= ==__ - ____ = _ ==-= --_-_ __=___=__°�-_- __ - � =�==== = INCLUDES FETS T
_ - __ _ -_ _ _ LENGTH NCLU N FEET)
..........
SCALE I F
_ _ _ _ _ - -- __ --_ -__ - -___ - -SLOPE i
_-_=-=_ _=_�==_==__= _____=____ _=__==_-_-_-= __=__= ___==- _--_ _=_= ... . ........
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.. ....
HANGAR ACCESS
TALC I WAY F::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.. .
2950
2950.... ..-.
:-... v...... :...- .... :....
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o 2945
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3940
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a S: W 7... ... .
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p2930
CL
2930
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co
2925
u' 2925
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.... ....CN
2920
VJ 2920w _ .. Co.:.— .... 14+80
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ui
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mmmw
o J �' '� ¢ 2915 (SCALE IN FEET)
2915 Y U. J- . . . . . . . . ,z .
.... ... ... _ .... .... t �t��y •� = VERTICAL SCALE 16
1. _ - - _ - _ - .� Y. �. . . h W _ .
10+00 10+40 10+80 11+20 11+60 12+00
12+40 12+8Q 13+2a 13+fi0 14+Do 14+4❑
co
{SCALE IN FEET)
w Ln
r
Q N
r
a a.
Q 0..
m
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00
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a
SHEET
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I B* RCP
SLOPE 020%
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N
wz ....
rL
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LU
LLF Z
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ro
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10+00 19+69
11+20 11+80 12+40 13+00 __.2,3+60
SLO Er =02VA
Lo
cq
17+20
17+80
0
HORIZONTAL HORIZON SCALE
cd
........ 30
0 30
29415
(SCALE IN FEET)
w In
VERTICAL SCALE
> > .......
5
0 5
2915
291C
60
10
14+80 15+40 16+00 16+60 (SCALE IN FEET)
d
z
0
z
0
va
Fr q u,
0� z Z w
o Lu D O
a. ro > o
IL o _i� c � 5
SHEET
151
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[U) �E
3❑ 0
n . R,
OSCALE
C] r
C5 z
+ _j W
N U T
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(1) W
U)
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}�
8 RCP, CLASS III
.
... .. ..
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-
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� 1
2940
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FINISHED
RAiE
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r
2935.
. 2935
E
17iNG'G
s
o UND..
\4. "
- -
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2930
1
293❑
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H. ,;. 18" CP.
8 CP I RCP
_. .. _. .. .. .. .. .. .. .. ... .. .. .. .. . �. ....
_� Q
..
.. .. ..
.. .. ..
. 8
RCP
a D
SI. F'E i�. 0 /a SLR E = J. 0:/0 . SLOPE 0:. Io
2925
SLOP
0:201%
2925
2920
2920
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-
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2915
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2915
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2910
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2910
+ +
25 20 25 80
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N N . ._ .. ... .. ..
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ti
L�4
�, HORIZONTAL SCALE
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—
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z k- z.. VERTICAL SCALE
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-
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mallsomm
,t� .f ... .! Y.
L - 18+00 18+60 1 19+20 19+80 20+40 21+00 21+60 22+20 22+80 23+40 24+00 24+60 LZwk,HLL 1114 I-= ij
EXISTING ORA
TO BE F
HORIZONTAL SCALE
30 0 30 60
(SCALE IN FEET)
VERTICAL SCALE
5 0 5 10
(SCALE IN FEET)
3F-G"
12"RCP STORM DRAIN PIPE
�29277UELOPE 21%
INV FLFV 2Q2T35
SECTION �a
SCAM
NONE
175'-0"
IL
29'-0" 351-T,
0
cc
CL
v ;292&000
V. SLOPE O20%
..V. ELEV. 2927Z5 A%
Ic
SECTION
(18- RCP)
Lq
Z
SCALE: NONE
j
L
1W-6'
ut
— — — — — — 53,6. 35'-G' 92'-U"
.777
SECTION
Is]
:t
Viz- ✓ 7A 24 93.76 q
H APRON ELEVATION C�
r' ✓' ' r }N 67413-6745
ev
PLACE REFLECTORS ADJACENT TO
CENTER OF HANGAR ACCESS TAXIWAY
(TYP)
P-625, COAL TAR
PITCH EMULSION
PAINTS❑ 2'-0" DIAMETER
CIRCLE AROUND EACH
TIEDOWN ANCHOR
(YELLOW)
TIE DOWN MARKING AND COAL TAR
0 5 1❑ C-17
(SCALE IN FEET)
4AT31.80 r
4 AT 27.5°
i
10'-0" TO
PAVEMENT EDGE
UNIT 2'-0" HIGH,
SPACE AS SHOWN
ON DRAWING
DRIVE STEEL ANCHOR STAKE
IN FLUSH WITH GRADE
PLACE (3) MARKERS ON EAST SIDE OF PARALLEL TAXIWAY CENTERED ON
NEW CONNECTING TAXIWAY
4 AT 27.5°
4 AT 30.00
L-853 RETROREFLECTIVE MARKER
(TYP 32 PLCS) C-17
COLOR — BLUE
L--853 TAXIWAY
MARKERS
HAND SCREW POP
OUT COUPLING TO
THE ANCHOR
C-17 AN %aVHL. I PkM
(TYP 33 PLCS)
NOTE:
MARKERS AS MANUFACTURED BY HUGHEY & PHILLIPS
OR APPROVE❑ EQUAL.
Lw853 RETROREFLEGTIVE MARKER �
SCALE; NONE C-17
bl�
a
r �
EXISTING SEWER EASEMENT - USE
EXTREME CAUTION DURING PLACEMENT
OF TIEDOWNS
50 0 50 100 I
(SCALE IN FEET)
a -
79.0' TAXIWAY SAFETY AREA
SHOULDER FILL AND 35.0' SHOULDER FILL AND
GRADING REQUIRED GRADING REQUIRED
12.0' 1 10.0' 17.5' 17.5' - - 10.0' 12.0'
j EXISTING GROUND
[ CUT SECTIONS
..
C -
5
U
r
s
L
O
P
5
EXISTING GROUND
FILL SECTIONS
L�
NEW TAXIWAY
MARKER (TYP)
NOTES:
PROFILE GRADE LINE (PGL) EQUALS FINISHED
SURFACE AT CENTERLINE.
LV SEE PLAN VIEWS FOR ADJUSTMENT TO THIS TYPICAL
SLOPE AS SOME SECTIONS ARE CROSS SLOPED OR
WARPED.
STA. 10+00 TO STA. 17+50; PLACED GEOGRID, BX1200
UNDER SUBBASE GRAVELS.
STA. 10+00 TO STA. 17+50; REPLACED P-154 WITH 16"
FULL LIFT OF P-208.
ADDITIONAL SUBEXCAVATION VARIES IN DEPTH,
TYPICALLY Z.
P-669 SUBSURFACE SEPARATION FABRIC VARIES IN
LOCATION, TYPICALLY PLACED BELOW ALL
ADDITIONAL SUBEXCAVATION.
NEW PAVEMENT EDGE/
SHOULDER GRADING
- - C-18
12" 12"
2 1.5 Ia . 1.5 /0 2
G
a
r —�-= --... - ___-_-:__-_- ___.____::_-__
4-
T
- _- .r =
� C
Zz
S
- .-1plii
.E
Jim- —
I NEW PAVEMENT EDGE/ C
I 1
I SHOULDER GRADING C-18
t:3" P-401, BITUMINOUS 4
SURFACE COURSE 3
P-602, PRIME COAT (MC-70)
4" P-208, CRUSHED 5
AGGREGATE BASE COURSE 6
12" P-154, SUBBASE COURSE
R-669, SUBSURFACE SEPARATION
FABRIC
P-152, FINISHED SUBGRADE
TYPICAL SECTION A A
(35 FT. TAXIWAY) C-3
EXISTING GROUND
CUT SECTIONS
EXISTING GROUND
FILL SECTIONS
N.
49.0' TAXIWAY SAFETY AREA
SHOULDER FILL. AND 25.0' SHOULDER FILL AND
GRADING REQUIRED GRADING REQUIRED
12.0' 12.5' 12.5' 12.0'
NOTES:
PROFILE GRADE LINE (PGL) EQUALS FINISHED
SURFACE AT CENTERLINE.
12" 12"
12po>llo
2.0% _ 2 -
- = -.. __ _ _ -.... - o
. .. .
..... .
5 �
r s
1
0
1�
_ T
= f�
I NEW PAVEMENT EDGE/
1
W r I SHOULDER GRADING C-18
3
L- 3" P-401, BITUMINOUS
SEE PLAN VIEWS FOR ADJUSTMENT TO THIS TYPICAL SURFACE COURSE
SLOPE THROUGH INTERESECTIONS. P-602, PRIME COAT (MC-70)
MODIFICATIONS TO 26' TAXIWAY ARE SHOWN ON 4" P-208, CRUSHED
INDIVIDUAL SHEETS. AGGREGATE BASE COURSE
12" P-154, SUBBASE COURSE
P-669, SUBSURFACE SEPARATION
FABRIC
P-152, FINISHED SUBGRADE
_ TYPICAL SECTION e
" (25 FT_ TAXIWAY) C-5
87.0'
103.0'
10.0E
� MATCH HANGAR ACCESS
25.0' 27.5' ?'
�f ����-� TAXIWAY F MATCH ACCESS ROAD
TAXIWAY FUTURE HANGAR —�
} 2 7r 1 a� ELEV. = 2932.35 `
ACCESS .0
cr) f A
12.5' 12.5' !�/� w .�1'> REFER TO ACCESS ROAD --f
/ _ � f� � 24' OF 12" RCP CULVERT SECTION, SHEET C-19
� � z � >, (LENGTH INCLUDES 2 FETS) 3" P-401, BITUMINOUS P-B02 PRIME COAT (MC-70)
KIM � � f � � INV. IN ELEV. = 2931.09 SURFACE COURSE
KA- f INV. OUT ELEV. = 81} 2930.83 P-669, SUBSURFACE SEPARATION
/ �' 4" P-208, CRUSHED FABRIC
�/u' w' �/ � AGGREGATE BASE COURSE P_152, FINISHED SUBGRADE
2 0% 2.0% VARIES � � ����� 12" P-154, SUBBASE COURSE
---�---
��` 1 12 FT, WIDE CONNECTING ROAD SECTION
1
----
,
n- 1 3.0
87.0'
3" P-401, BITUMINOUS
SURFACE COURSE
P-602, PRIME COAT (MC-70)
4" P-208, CRUSHED
AGGREGATE BASE COURSE
12" P-154, SUBBASE COURSE
P-669, SUBSURFACE SEPARATION
FABRIC
P-152, FINISHED SUBGRADE
TYPICAL SECTION �
G5
8.0' 1 4'
i
1
1
1
I
I
1
1
�
�
1
�
8.0' , 8.0' } 4'
10-01
MATCH HANGAR ACCESS
rIN�
t
\
TAXIWAY G
MATCH ACCESS ROAD
\,
1 24°fin ELEV. = 2933.63
REFER TO ACCESS ROAD
24' OF 12" RCP CULVERT
SECTION, SHEET C-19 /
(LENGTH INCLUDES 2 FETS)
INV. 1N ELEV. _ �
2931.91 3" P-401, BITUMINOUS
SURFACE COURSE
1
P-602 PRIME COAT (MC-70) 1
L
INV. OUT ELEV.=i�Bt!�9f�
2931.71
�
P-669, SUBSURFACE SEPARATION
\ti
4" P-208, CRUSHED
FABRIC
AGGREGATE BASE COURSE
/
P-1 52, FINISHED SUBGRADE
12" P-154, SUBBASE COURSE
12 FT. WIDE CONNECTING ROAD SECTION
IN CLOSED
POSITION
3 ROWS OF TWISTED, DOUBLE
STRAND 4-POINT BARBED WIRE ON
45' TOP GUARD ARM EXTENSIONS
LINK FABRIC
/—CHAIN
n- - - - -
i-A
J:J k
r ll
D-�
L
SLIDE GATE LATCH ASSEMBLY u
AS PER MANUFACTURER
NOTES.
T. THE CANTILEVER SLIDING GATE IS TO BE A MANUFACTURED PRODUCT WHICH MEETS THE TECHNICAL
SPECIFICATIONS PROVIDED.
CANTILEVER SLIDING GATE DETAILS ARE FOR GENERAL DESCRIPTION ONLY, THE CONTRACTOR MUST SUBMIT
2. SHOP DRAWINGS FOR APPROVAL OF PROPOSED GATE WITH LAYOUT OF FENCES, DIMENSIONS, DETAILS AND
FINISHES OF COMPONENTS, ACCESSORIES, AND POST FOUNDATIONS.
EXISTING GROUND
CUT SECTION
EXISTING GROUND
FILL SECTION
A
AS PER MFR, REQUIREMENTS
CA14TILEVER SLIDING GATE � �_
SCALE. NONE C-15
AWINA
-PROFILE GRADE -
FINISHDE SURFACE
AT CENTERLINE
10%
3 P-401, SITU
SURFACE COURSE
P-602, PRIME COAT (MC-70)
4'P-208, CRUSHED
AGGREGATE BASE COURSE
121 P-1 54, SUBBASE COURSE
P-669, SUBSURFACE SEPARATION
FABRIC
P-1 52, FINISHED SUBGRADE
wille i*j E�'� i-l*jj sj
1IF-MIA
- -r —
POST FOOTING
SUPPORT POST
TRUCK BRACKET
ASSEMBLY
TRUSS CABLES (GALVANIZED)
COMPLETE GUIDE ROLLER
ASSEMBLY(TYP)
z"ALUMINUM TUBE RAIL,
ALL JOINTS WELDED
28!-W x 2-T x 4'
CONCRETE RUNWAY
SQUARE—,
ALUMINUM TUBE rLJ
_j
T SQUARE
ALUMINUM FRAME
SECTION
FOR ALUMINUM GATES ONLY
�7)��EMENT EDGEr c
NEW PAVEMENT r . _�DqE��
SHOULDER GRADING C-ls
B'MIN. TO BE
FORMED
SECTION
7
BUMPER POSTS
FLANGE PLATE
7
AND READER ENTRANCE
EVICE
LIMPER POSTS-4 STEEL SON AO
I PE FILLED WITH CONCRETE.
1 REQUIRED)
CLOR-LIQUIDAWMINUM
ffTOP 1' FLUORESCENT RED
COSENECKSTAND
'4' BOLTS
, REQUIRED)
HAMFER EDGES 3/4'
_YP ALL SIDES)
'WISH GRADE
CON DUITTOGATE
PERATOR BOX
:'DIA CONCRETE
ROUND EACH POST
311 6"X6'X6" FLANGE
PLATE FOR GOOSE
NECK STAND
(2) 1 11 DLA HOLES
ADAPTED TO FIT
GOOSENECK STAND
&CONDUITS
k`k*�1/2'131A HOLE FOR
!6
3UMPER POSTS __ j�
12'D [A CONCRETE ANCHOR BOLTS
AROUND EACH POST FLANGE PLATE (4 REQUIRED)
GOOSE NECK FLANGE
'LATE (TYP)
SECURED ENTRY DEVIC E
SCALE: NONE G15
LOOP WIRE NO. 12 AWG
STRANDED TYPE XHHW
INSULATION OR APPROVED
EQUAL
TWIST TWO (2) TURNS PER
FOOT TO PULL BOX
NOTES: N
11- ALL LOOPS SHALL BE PREFORMED QUADRAPOLE (SEE DETAIL).
2, PREFORMED LOOPS SHALL BE PLACED IN EXACT POSITION & HELD IN PLACE BY HAND PLACING PLANT
MIX AROUND & OVER THE PVC_
3. LOOP AMPLIFIER MUST BE SET IN CONTINUOUS PRESENCE DETECTION MODE OR ON LOCK.
4. ALL DRAWING SPECIFICATIONS & NOTES PERTAINING TO LOOP DETECTORS ARE FOR REFERENCE ONLY
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING & INSTALLING A LOOP DETECTION SYSTEM
T WILL SE SATISFACTORY OR THE SPECIFIC LOCATION.
LOOP DETECTOR WIRING SCHEMATIC
SHEET
FINISHED GRADE
DUCTILE IRON MOORING EYE
#8 AWG COPPER
f GROUND CABLE
IIImn ►► irw
#3 SMOOTH BAR, INSTALL
TWO PER MOORING EYE
P-610 PORTLAN❑
CEMENT CONCRETE
DRAIN PIPE - GALV. SQ.
TUBING OR NECKED DOWN
PVC TO FIT INSIDE T/" HOLE
SONA TUBE
CONNECT GROUND CABLE
TO MOORING EYE WITH %"
BOLT AND SCRULUG
oIi AM vl Cu►
Ve" x 8'-0" COPPERWEL❑ GROUND
ROD. INSTALL BELOW MOORING
EYE, ATTACH TO CABLE WITH
GROUND CLAMP
$" SQUARE HOLE ---
#3 SMOOTH BAR --
#3 SMOOTH BAR
$" SQUARE HOLE
FOR DRAINAGE
DUCTILE IRON MOORING EYE P-152, FINISHED
MANUFACTURED BY NEENAH SUBGRADE
FOUNDRY CO. (R-3490-A)
OR APPROVED EQUAL
FINISHED TAXIWAY
PAVEMENT SURFACE
+Y`'�r- y�i„�,; S..i�...'.•. � �..�J ti: :.�� r'� ri '~Y' �-'y�•{. �: r1� F•'.. -�- �• �'� ' .`1-rHf y'� ' ? LJ �.�. �5-l.Jt �z �T'wJ• � `+,•i �.V�. •vF.J �^��
F' ;'Y':� _ 'ti�.Y.:+.uy �•; -•r_ ,F.¢ v' _ : ,,.,�.�]:: 4� �.+�. ; .-:��'- � • s-�, r' �` � :�.r _�-_r , e ' r:'�'+; :"• `,"!"+•er�,� _:'Et r•, . '.` � Y•
�,y..-.-�._•rL �]-•-�r•�•i•�•.�t� 'i �L�•�•'�- �'�Y � ;�•..• �.LJT."���_ �.4,~~ •yk+•5•C} •��ti � V.. "�-�
`:,r . :i. .•.�_.`= .r .• ti?'� .' -i '��`.:-4 - i.i : *=:t?�L�:`" •�C.=. wr •. •� L;. ••'+f• i � :+���. �iF��- �r . )Y.*i �_ -
_ _+• C' cam• • i• .emu ��.".! eN _ r �4x ,i�t :ter.-::.=r3•'_ _ '• ��~L �� .: �L: i.r �i'. .T•��-�c.r'w.•� »R:•.• .-. J�... "sC _ �
• sir14.
•� •ry^�{�•'4'}' � F.1;^:ti «JY•._�i �L.t_,t Y'�. .y: tiCtiy: ay �-!�'l'y','.• c L t-,ri i• :1,.T�_ _
��� •1 'i' :�L.''-,t,. .-r,r � �K•.�....,.� }sue _ :iyr ��-t`"�- .�a:'r'. y .J-,/Y '.'� ���.a •-%• '� •� j� :-r ti; ��' �i +R•+:r �- •�Y,�,.,i . s• •''�{'-� 'a �•y �Y'�..Y.•� ^''+• • ~^+i"'',
r+y Ia _4= t:=~ .�1�]Y. �.rl} }F� +�: J ir; �y'•Sf �'t` -. •3^ .: - Y%`
LO `
� .'- � L'.. , wrL�'LY �. r ru(r 'L iz �... ri'•' � r
18" DIAMETER x 36" DEEP P-208, CRUSHED
CYLINDRICAL CONCRETE AGGREGATE BASE
FOUNDATION COURSE
FINISHED GRADE
DUCTILE IRON OR SEMI -
STEEL MOORING EYE
Y2" HOLES FOR
REINFORCING RODS
DRAIN PIPE
FINE GRANULAR BEDDING
MATERIAL (i.e.. SAND)
PLACED AND COMPACTED
TO CRADLE PIPE
PIPE MATERIAL, SIZE & SHAPE
VARIES. (SEE PLAN & PROFILE
SHEETS)
NOTES:
1. THE CONTRACTOR SHALL GROUND ONE AIRCRAFT MOORING EYE PER EACH AIRCRAFT POSITION.
2. THE CONTRACTOR SHALL STAMP THE WOR❑ "GROUND" CN THE FINISHED CONCRETE ADJACENT TO
THE MOORING EYE.
3. SONA TUBE SHALL BE INSTALLED AFTER P-208 IS COMPACTED & PRIOR TO PAVING. PAVEMENT SHALL
BE NEATLY CUT TO EXPOSE SONA TUBE COVER.
/3'OF-401
TIEDOWN ANCHOR
SCALE: NONE C-17
FINISHED GRADE
USE P--150 FOR BACKFILL WITH 6*
OF TOPSOIL TO FINISHED GRADE
THEN SEED, FERTILIZE do MULCH
4w. A
TYPE 1 PIPE SELECT GRANULAR y:
BEDDING MATERIAL TO EXISTING r
GROUND
7 Igo
3 =6
4. 1
4" OF P-208 Y
12" OF P-1 54
SUBBASE
P-152, FINISHED
SUBGRADE
�!:2
CULVERT BEDDING
_UNDER PAVEMENT A
SCALE: NONE C-13
■"Iw IIC+I Arm 7-Av11A r A�k1
SEPARATION FABRIC
12" RCP
BX-1200, GEOGRID
Y" CRUSHED GRANULAR BEDDING CULVERT BEDDING
MATERIAL PLACED & COMPACTED TO UNDER PAVEMENT
CRADLE PIPE SCALE: NONE (MODIFIED) C-13
18" RCP CLASS III STORM
DRAIN PIPE
GROUT USE
PRE —MIX
T�
NOTES: NON SHRINK
1. TRENCH SHALL BE CONSTRUCTED TO OSHA SPECIFICATIONS FOR EXCAVATION, SECTION 1926,
SUBPART P (NOT SHOWN ON DRAWINGS).
2. ALL SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED LOCATION.
3. SEE SPECIFICATIONS FOR COMPACTING REQUIREMENTS.
4. ALL ROCKS GREATER THAN 12" IN ANY DIMENSION SHALL BE HAULED OFF SITE.
5. TOPSOIL, SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS WHICH ARE NOT PAVED, COVERED WITH
CONCRETE, OR SOD.
6. NO ROCKS OR LUMPS LARGER THAN 2" IN ANY DIMENSION SHALL BE ALLOWED WITHIN fi" OF THE PIPE.
CULVERT BEDDING _ ze A
SCALE: NONE C-13
COMPACTED BASE
AND SUBGRADE
Z.0 Ni1N.
2.33' MAX.
CONCRETE COLLAR
TOP OF PAVEMENT
ADJUSTING RINGS
FIELD SET TO
PAVEMENT GRADE
(2" MIN., 12" MAX.)
NOTES:
1. ADJUST MANHOLES UPWARD WITH BRICK AND MORTAR OR ADJUSTING RINGS UNDER FRAME.
2. ADJUST MANHOLE DOWNWARD BY REMOVING A PORTION OF THE MANHOLE RISER AND
REBUILDING TO PROPER DIAMETER. SLOPE MANHOLE RING AS REQUIRED TO MATCH
LONGITUDINAL AND TRANSVERSE GRADE OF PAVEMENT. FINAL MANHOLE ADJUSTMENT WILL
BE MADE AFTER PAVING. NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF NEW MANHOLES
TO FINAL GRADE.
3. CONTRACTOR SHALL INSTALL 12" MINIMUM CONCRETE COLLAR,
MANHOLE ADJUSTMENT
SCALE: NONE C-3
3/8"x2"x2" ANGLE
1 /2" BOLT 1 4
24" MANUFACTURED HEAVY DUTY GRATE
& FRAME CAST IN CENTER OF HS-20
� � � FLAT BARS
RATED REINFORCED CONCRETE COVER
NEENAH FOUNDRY MODEL R-2501 1 }�
OR APPROVED EQUAL)
48" PRE —CAST INLET
RCP STORM DRAIN PIPE
(SEE PLAN & PROFILE SHEETS
FOR SIZE & MATERIAL)
SEDIMENT TRAP
CRUSHED AGGREGATE
BASE COURSE
48" STORM DRAIN 114LET
SCALE: NONE C-12
3/8"x2" ANGLE
3/8"x2" END BAR
1 4"
:.F 1
»
1 /2 BOLT & 1 4"
NUT (3 EAeH) f
= 1 /2" BOLT
,,(3 EACH)
1 r �
-----_..-- ---
3/8"x2"
NOTES: ANGLE
1. THE TRASH RACK SHALL BE FABRICATED FROM ASTM A-36 STEEL
2. THE TRASH RACK AND ALL BOLTS AND NUTS SHALL BE PAINTED WITH ONE COAT OF RED LEAD
& TWO COATS OF ALUMINUM PAINT.
3. RED LEAD PAINT SHALL CONFORM TO AASHTO SPECIFICATION M-72 AND ALUMINUM PAINT SHALL
MEET AASHTO SPECIFICATION M--69.
4. THE RACK SHALL BE DESIGNED TO FIT THE SIZE, TYPE AND CLASS OF FETS CALLED FOR ON THE
PROPOSAL. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH SIZE REQUIRED.
FLARED END TERMINAL
_SECTION (FETS)
SCALE: NONE C-12
Ln
S
NEW PAVEMENT
C-21
cv-011 -q,-n„
` DUCT MARKERS TO BE
J _zL
o `'
CENTERED OVER EXISTING
DUCT, ONE FOOT INSIDE
�` o o O o
P-208, CRUSHED
1
PAVEMENT EDGE; TWO
Q
o 0 0
AGGREGATE
REQUIRED FOR EACH DUCT.
_-_
w:� o o o
�:.
o o
D o o Q _
O ❑ D o _ D
PLACE UNDERGROUND
4" SCH. 80 PVC
co
z
- °� _- Q, o
a - ` o
o ❑ o
HAZARD TAPE
APPROXIMATELY 12" BELOW
DUCT WEEP HOLE 3
"''
C? D o D o D
- D =
°
FINISHED GRADE, RED
C-21
NUMBER AND SIZE OF DUCTS
°
o o
Do as 0�
PANDUIT #HTU6R-E OR
_
0 o D o o 0 D
APPROVED EQUAL.
SECTION B
LETTERS AND NUMBERS Y" HIGH TO
o0
o o o a.
o o
C-21
" BE STAMPED ON TOP
2Y O ALUMINUM CAP 2-4„
a ❑ _ a
o D v 4 ❑ D _
4" SCH. 80 PVC DUCT
DUC
THE DISTANCE FROM CAP TO
6' END OF DUCT
a -tea � ;
�-�- �
o D ❑ o
FINE SAND OR EARTH
NOTES
MINUS) LIGHTLY
CONDUIT SHALL EXTEND 5'-6" BEYOND EDGE OF NEW PAVEMENT.
o
_
'=F=-�� =_
�-
COMPACTED
ENCASE DUCT WITH SAND ALL AROUND) AND FILL REMAINDER WITH
3" MAX.
O
N
=:xF
2. (3"
.-_
COMPACTED P-268 GRAVEL.
z
PAVEMENT SURFACE==
a.F::
. ZZ: :
3. COVER AREA OVER TOP OF DUCT IN DRAIN AREA IN TRENCH WITH
VISQUEEN FOR TWO (2) FEET EACH SIDE OF DRAIN, BEFORE BACKFILLING
TRENCH.
E
4/2 DIAMETER ALUtv"Irulvi L.►yr
TO BE EPDXIED IN THE
PAVEMENT
Du(
DRILL
GR
I
PAVEMENT DUCT MARKER �
SCALE: NONE w w C-3
t�_ z ' .. rr . r r r . ^ e'.� n 1
NOTES:
1 INSTALLATION SHALL INCLUDE ELECTRICAL CONDUIT & WIRE REQUIRED TO OPERATE GATE.
2 INSTALL AS PER MANUFACTURERS RECOMMENDATIONS.
3 PLACE DOUBLE PANEL AT EACH CONNECTION POINT.
DUCT WEEP HOLE �
SCALE: NONE C-21 ENTRY GATE
SCALE: NONE C-21
DUCT Q.D.
PLUS 6"
4" PVC DUCT
SCALE: NONE C-3
�r
2500 PSI
CONC. (TYP)
-- SET TOP OF VALVE
BOX 1/4" BELOW
FINISHED SURFACE
18„ X 18" X 4w CON(
TOOLED PAD AT GRADI
EDGE
COMPACTED GRAVEL
UPPER SECTION SCREW
TYPE Cl VALVE BOX
SHOULDER OR DIRT ROAD UNIMPROVED PAVED AREA
IS; TYPE 1 AREA TYPE 2
ADJUST WATER VALVE BOXES UPWARD OR DOWNWARD AS REQUIRED.
L. FINAL ADJUSTMENT SHALL BE MADE PRIOR TO PAVING.
3. COMPACT ALL BACKFILL AROUND THE VALVE BOX UPPER SECTION BY MEANS OF HAND TAMPING.
4. ANY VALVE BOX UNCOVERED BY FINAL GRADING OPERATION SHALL BE PROVIDED WITH A CONCRETE
COLLAR AS PER ABOVE DETAIL
VALVE BOX ADJUSTMENT �
SCALE: NONE C-3
BUILDING TABLE
TOP ELEVATION
(NAVD88)
DISPOSITION
t
APARTMENTS (< 50 FT)
2966' (Est.)
----
2
HANGAR - THOMAS PRINTING
2948.80'
----
3
HANGAR - PETER GROSS
2951.61'
REMOVE
4
HANGAR - EAGLE AVIATION
2948.43'
----
HANGAR - PETER GROSS
2947.78
REMOVE
6
T-HANGAR - BILLMAYER
2 444.53
REMOVE
7
FUEL TANK FARM -RED EAGLE
----
----
HANGAR - DIAMOND AIR
2945.45
----
9
HANGAR - DIAMOND AIR
2946.30
----
1
HANGAR - DIAMOND AIR
2955.47
----
11
HANGAR - U.S.F.S.
2955.48
----
1
ELKS LODGE
2960 Est.
----
-RE R 0INN
2966 Est.
----
HANGAR - RED EAGLE
2949.10
REMOVE
1
HANGAR - RED EAGLE
2 553.66
REMOVE
1
GARAGE
2945 Est.
----
1
SHED
2940 Est.
----
1
SHOP
2950 Est.
REMOVE
i
HANGAR
2952 Est.
REMOVE
SHOP
2945 Est.
----
1
SHOP----
----
SHOP
----
----
SHOP
----
----
SHOP
----
----
SHOP
----
----
TRAILER HOUSE
----
REMOVE
TRAILER HOUSE
----
REMOVE
TRAILER HOUSE
----
REMOVE
HOUSE GARAGE
----
REMOVE
TREES
----
REMOVE
1
ANIMAL SHELTER
2954 Est.
----
STORAGE - CEMETERY
2954 Est.
----
SHOP - CEMETERY
2950 Est.
----
SHOP
----
REMOVE
SHOP
----
REMOVE
SHOP
----
REMOVE
HOUSE
----
REMOVE
HOUSE
----
REMOVE
07
GARAGE
----
REMOVE
AIRPORT DATA
FUTURE
ULTIMATE
AIRPORT ELEVATION
2931.63'
SAME
AIRPORT REF. POINT (ARP) COORDINATES
(NAD 83)
481O'25.2" N
11418'03.9" W
48-10'20.8" N
114'18'00.6" W
MEAN MAX.TEMP.OF HOTTEST MONTH
82.5'
SAME
COMBINED WIND COVERAGE (15 MPH)
96.2%
SAME
MAGNETIC VARIATION (2003)
16' 18' E
SAME
AIRPORT REFERENCE CODE (ARC)
B-II
SAME
NPIAS ROLE
G.A.
SAME
TAXIWAY LIGHTS/MARKINGS
REFLECTORS/YES
SAME
AIRPORT AND TERMINAL NAVAIDS
NONE
SAME
LEGEND
DESCRIPTION
EXISTING
FUTURE
ULTIMATE
BUILDING AND STRUCTURES
m
C_=_ZI
SAME
AIRCRAFT PAVEMENT
0
00
I
AIRPORT PROPERTY LINE
- - - - -
- - - -
SAME
OBJECT FREE AREA (OFA)
-OFA(F)- -
--OFA(U) - -
RUNWAY TAXIWAY SAFETY AREA RSA
RSA(F)
RSA(U)
RUNWAY PROTECTION ZONE RPZ
- -
- -
BUILDING RESTRIC110N LINE BRL)
-BRL(F)-
-BRL(U)
FENCELINE
PAVED ROAD
- _
SAME
GRAVEL ROAD
- - --
CONTOUR LINE
2932-
LIGHTED WIND CONE (& SEGMENTED CIRCLE
SAME
MED.-INTENSITY RUNWAY LIGHTING MIRL
ROTATING BEACON
AIRPORT REFERENCE POINT
FAA APPROVED MODIFICATIONS
NONSTANDARD CONDITIONS - DISPOSITION
REMOVE BUILDINGS WITHIN ULTIMATE OBJECT FREE AREA: 18, 19, 26,
27, 28, 29, 34, & 37
REMOVE BUILDINGS WITHIN ULTIMATE RUNWAY PROTECTION ZONE: 2,
3, 5, 6, & 14
REMOVE TREES WITHIN ULTIMATE RUNWAY PROTECTION ZONE: 30
REMOVE BUILDINGS PENETRATING ULTIMATE TRANSITIONAL SURFACE: 15
RUNWAY END COORDINATES
RUNWAY END
LATITUDE
LONGITUDE
ELEVATION
TDZ ELEVATION
13 (FUT)
48"0'41.5" N
11418'16.3" W
2931.63'
2931.63'
31 (FUT)
48'10'08.9" N
11417'51.6" W
2930.4'
2930.8'
31 (ULT)
4810'00.1" N
114'17'44.9" W
2930.0'
2930.4'
RUNWAY DATA
RUNWAY 13-31
FUTURE
ULTIMATE
RUNWAY WIDTH x LENGTH (FEET)
75 x 3700
75 x 4700
% GRADIENT AND MAX GRADIENT
0.033
SAME
% WIND COVERAGE (15 MPH ALL WEATHER)
96.2
SAME
APPROACH VISIBILITY MINIMUMS
> 1 MILE
SAME
PAVEMENT TYPE
ASPHALT
SAME
PAVEMENT STRENGTH (1000 LBS), SINGLE(S)
S 12.5
S 14.0
APPROACH SLOPE (HORIZONTAL: VERTICAL)
20:1
34:1
RUNWAY LIGHTING
MIRL
SAME
RUNWAY MARKING
NPI
SAME
RUNWAY SAFETY AREA DIMENSIONS (FEET)
150 x 4300
150 x 5300
APPROACH CATEGORY - DESIGN GROUP
B-II
SAME
CRITICAL AIRCRAFT
KING AIR 200
KING AIR 300
NAVIGATIONAL AIDS
NDB/GPS
SAME
FAR PART 77 RUNWAY CATEGORY
A(NP)
C
VISUAL APPROACH AIDS
BEACON, PAPI
WIND CONE, REIL
SAME
SAME
OBSTACLE FREE ZONE (OFZ)
-NO OFZ OBJECT PENETRATIONS
400' (W) x 200'
BEYOND RW END
SAME
OBJECT FREE AREA (OFA)
500' (W) x 300'
BEYONND RW END
SAME
RUNWAY PROTECTION ZONE (RPZ)
RUNWAY 13
500' x 700' x
1000'
SAME
RUNWAY 31
500' x 700' x
1000'
SAME
RUNWAY ELEVATIONS
RW13 2931.63 (HIGH F)
�RW31 2930.4 (LOW F)
SAME
�RW31 2930.0 (LOW U)
NOTE: LINE OF SIGHT FOR RUNWAY MEETS DESIGN CRITERIA.
BUILDING RESTRICTION LINE (BRL) BASED ON 20 FT. BUILDING HEIGHT WITH
NON PRECISION INSTRUMENT (NPI) APPROACH, NTH 500' PRIMARY SURFACE.
i
j
y;-
Pz�
,iRUNWAY
311
fP --
1r
y.. .. - ,f
600 0 600 1200
KEY MAP (SCALE IN rE ET)
C
Z
a
W
VA
KALISPELL CITY
ALL-WEATHER WIND ROSE COVERAGE
WIND COVERAGE
Runway
10.5 KTS
13 KTS
16 ITS
1 20 KTS
Crosswind
Crosswind
Crosswind
Crosswind
13-31
93.6%
96.2%
1 98.6%
1 99.6%
SOURCE: NATIONAL CLIMATIC DATA CENTER; ASHEVILLE, NORTH
CAROLINA, WIND OBSERVATIONS AT GPIA FROM 1984-1993.
THE WIND DATA USED IN THIS WIND ROSE IS FROM GLACIER PARK INTERNATIONAL AIRPORT.
W
F-
CI
Q
m
0
0
z o
0 o d
N W O
}w 0 Z
0
w
io oa (LL
z
0
m
Z J 6]
of w m Z
aW
Z Z
Y
n 0 w
a_o Z� K U
41 - iA
O
IL
a
V
J
J
W
W a
J U)
F-
W
0
a
Z
O
0 ul
IL LLI
a p V1
W Z
W
W
x
SHEET
2
2 OF 7
J600
J500
J400
3300
J200
3100
-3000
2900
2800
4700'
(ULTIMATE)
3700'
0
(FUTURE)
o
N N
-j
ULTIMATE 20:1
w w
I
I
ULTIMATE 20:1
CONICAL SURFACE r)
M
TOP ELEVATIONS=3255' CONICAL SURFACE
HORIZONTAL SURFACE
3 3
ELEV. = 3081.6'
w
34' 1 APp
2
g
I
pe
�CTj 1000' RUNWAY
MgTE
I I
j PROTECTION
3O
® LOPS
ROACH
1
O
j SCOA
PRIMARY
PPPROPG
U
i I F
SURFACE
1�
I
COPE
HORIZONTAL I
-_
---- -----_
RO
I SURFACE
________ _ ---------�---
P
1 AT✓�ROADEYE�RY
i
ELEV.
-- ----
3A
= 3081.6' I
j
--------------- -
-------1----- I
---------------------
COMPOSITE GROUND PROFILE STREET W.
___
(TYP)
I vvvv iuvu v u /uvu DOuu 7U,000
10 FUTURE 200' PRIMARY SURFACE 1 1 APPROACH PROFILE
O ULTIMATE 200' PRIMARY SURFACE HORIZONTAL
1000 0 1000 2000
O FUTURE 1000' RUNWAY PROTECTION ZONE
(SCALE IN FEET)
® ULTIMATE 1000' RUNWAY PROTECTION ZONE
VERTICAL
100 0 100 200
(SCALE IN FEET)
PART 77: OBSTRUCTION DATA TABLE
NO.
DESCRIPTION
PART 77 SURFACE
PENETRATION
MAXIMUM
PENETRATION
DISPOSITION
TERRAIN
HORIZONTAL
742'
NONE
HIGH SCHOOL
FOOTBALL FIELD
-
-
LIGHT
LIGHTS
RADIO TOWER
HORIZONTAL
173'
LIGHT/RELOCATE
®
RADIO TOWER I
HORIZONTAL
173'
LIGHT/RELOCATE
3600
3500
3400
3300
32�
3100
1'000
9TJ0-
800
IF
EL.--2937
Piz
71 13-9
71
ljw
13-6
iL
r
INNER PORTICN�-QF
WNV��
4r ROACI r A X PART 77 APP
SURFACE
13-8 FUTURE/ULTIMATE) FUTURE/ I
TIMATE'RPZ
co
h 500' x 7001
x ToGo
13-12`= 13-3113-'
13-4
toll)
A�
S-
v ;'If
13 N 13-5 13-h
i ry
4-N
+*
t
4Q HORIZONTAL
200 0 200 400 20
RUNWAY 1:1 FUTURF/ULTIMATF Fmn (SCALE IN FEET)
VIERTICAI
0 20
(SCALE IN FEET)
415+00 44+00 42+00 40+00 38+00 36+00 341,00 32+00 30+00 28+00 26+GQ 24-4-0U 22+0U 2U+00 18+00 16-'00 14+00 12+00 10+00 8+00 6-00
RUNWAY 13 CLEARANCE TABLE
GROUNDFPART 77 RED
FUTURE 20-1
FUTUREULTIMATE
'
ULTIMATE, 34:
LOCATION. ELEV
TI
CLEARANCE '
APPROACH
SLOPE
EDIFFERENCE!
APPROACH'DIFFERENCE
SLOPE
EST.)
(FEET)
P-LEVAT10N
(.--E7)
ELEVATION
(FEET)
13-1
12930-0'
15
2985.0'
55.0
2962.4'
32,4
13-2
2930.0'
15
2995,0'
65.0
2968.2'
38.2
2930.0!
15
3005.0,
75,O
2974.V
44.1
11 �3-4
2930-0
15
3022-5'
92-5
2984.4*
54.4
2930.0,
15
3040.0'
110.0
2994.7'
64.7
2930.0
15
30490'
119-0
3000-0,
70.0
13-7
2930.0'
15
126.5
3004�4'
74.4
2930.0'
15
3060.0'
--- -
30rj6.5'
76.5
RUNWAY 13 CLEARANCE TABLE
LOCATION
GROUND
I ELEV
(ES
(EST;
I
PART 77 REQ.
CLEARANCE/
BLDG. HEIGHT
(FEET)
1TUTURE 20:1
APPROACH
SLOPE
ELEVATION
FUTURE
DIFFERENCE�
(FEET)
UL-nMAT--- 34:1
APPROACH
SLOPE
T-
ELEVATION
1 ULTIMATE
DIFFERENCE
1 (FEET)
13-9
12930.0' I
15
3062.5'
132.5
3007.9'
77.9
2930.0'
15
3070,0'
i40.O
3012.4'
82.4
13-11
2937.
15
3088-5'
151,5
3026-1'
89.1
13-1
2933.5''
15
3090.5'
157.0
3024.6,
91A
1 �3-1
5
3099.5'
169.0
3029-9,
99.4
�-q
29310-0'
19.1
2948.0'
1,1
2939,0'
-10.1
13-
2928.0
16,5
2951.8'
7.3
2943.6'
-0-9
13
292&0'
19.8
2956.E
9 0
2946,E
-1.2
RUNWAY 13 CLEARANCE TABLE
LOCATION
GROUND
ELEV
BUILDING
HEIGHT
(FEET)
FUTURE20:4
APPROACH
SLOPE
I N
ELiVATIO
D I FFE-I jRE
RENCr7
(FEET)
ULTIMATE 34. 1
APPROACH
SLOPE
ELEVATION
ULTIMATE
DIFFERENCE
(FEET)
El 3 �-d
2927.5'-
24.1
2965.5'
13-9
2951.7'
0.1
E,=3-. >
2928,0'
20-4
2965.2'
16-8
2951.5'
3.1
2929.0'
24.0
2968-0'
15.0
2953.0'
O,o
292&0'
23,0
2977.0`
26.0
2958.0*
7.0
13
2930.0'1
36 (Est)
2997.0'
31,0
2970.0'
4-0
13
29'..0
23.7
2944.0'
-9L7
2944,0`
-9.7
,13�-
2928.0-I
20-8
2979.8-
31 O
2960.1'
11.3
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SHEET
5
5 OF 7
13.31 RUNWAY PART
77 OBSTRUCTION DATA TABLE
PART 77
AMOUNT
PROPOSED
DISTANCE
APPROXIMATE
NO.
DESCRIPTION
SURFACE
OF
REMEDY
FROM RW
RW STATION
PENETRATION
PENETRATION
CENTERLINE
TERRAIN
HORIZONTAL
742'
NONE
6,000' R TO
14, 000' R
HIGH SCHOOL
FOOTBALL FIELD
APPROACH
-
LIGHT
345' R TO
29+20,30+32,
LIGHTS
(ULTIMATE)
570' R
30+66,31+80
RADIO TOWER
HORIZONTAL
173'
LIGHT/RELOCATE
2202' L
46+56
®
RADIO TOWER
HORIZONTAL
173'
LIGHT/RELOCATE
1233' L
46+96
FUTURE RPZ
500' x 700' x 1000'
FA
FA
DFZ
®-
I '
- -�1 RSA
-- -4 x 4700'(ULTIMA
RSA
APPROACH SURFACE (FUTURE)
INNER PORTION OF THE PART 77
APPROACH SURFACE (ULTIMATE)
3040
3040 -
200
1000
EL. 30
0.0'
PRIMARY
RUNWAY
PROTECTION
ZONE
SURFACE
200'
1000'
3020
3020
PRIMARY
RUNWAY
PROTE
TION
E
SURFACE
0
3000
v
o0
+
n
3000
o
+
M
N
O
N
>
EXISTING
TREES TO
13
J
w
TBE
REMOVED
(ULT.)
5
pE
N
CH
2980
2980
P
E
5� OP
31
c
3h'.
31-
31-
2960
0
,_
2960
Pp
CEW
RY ROAD
COMPO
ITE GROU
D PROFIL
20
2940
-
1
CLEARA
CE
2940
U+UU Z+UU 4+UU b+UV b+UU IU+UU IZ+UU 14+UU 10+UU I?J+UU ZU+UU ZZtUU Z4tUU LOtUU ZO+UU )U+UU JZ+UU J4+UU JO+UU JOtUU 'FU+UU 4L+UU `h4tUU 40tUU
HORIZONTAL VERTICAL
200 0 200 400 20 0 20 40 SEE SHEETS 7 AND 2 FOR BUILDING
TABLE NUMBERS AND DISPOSITION
(SCALE IN FEET) (SCALE IN FEET)
RUNWAY 13
CLEARANCE
TABLE
LOCATION
GROUND
ELEV
(EST.)
PART 77 REQ.
CLEARANCE
(FEET)
FUTURE 20:1
APPROACH
SLOPE
ELEVATION
FUTURE
DIFFERENCE
(FEET)
ULTIMATE 34:1
APPROACH
SLOPE
ELEVATION
ULTIMATE
DIFFERENCE
(FEET)
31-1
2930.0'
15.0
2945.0'
50.0
2930.0'
0.0
31-2
2930.0'
15.0
3004.0'
74.0
2931.4'
1.4
31-3
2930.0'
15.0
3012.5'
82.5
2949.1'
19.1
31-4
2930.0'
15.0
3016.5'
86.5
2951.5'
21.5
31-5
2930.0'
15.0
3017.5'
87.5
2952.1'
22.1
31-6
2930.0'
15.0
3025.5'
95.5
2957.4'
27.4
RUNWAY 13
CLEARANCE
TABLE
LOCATION
GROUND
ELEV
(EST.)
PART 77 REQ.
CLEARANCE
BLDG. HEIGHT
(FEET)
FUTURE 20:1
APPROACH
SLOPE
ELEVATION
FUTURE
DIFFERENCE
(FEET)
ULTIMATE 34:1
APPROACH
SLOPE
ELEVATION
ULTIMATE
DIFFERENCE
(FEET)
31-7
2930.0'
15.0
3037.5'
107.5
2963.8'
33.8
31-8
2930.0'
15.0
3041.5'
111.5
1 2966.2'
1 36.2
31-a
2930.0'
24.0 (Est.)
3017.5'
63.5
2952.1'
-1.9
31-b
2930.0'
24.0 (Est.)
3017.5'
63.5
2955.0'
-1.9
31-c
2930.0'
20.0 (Est.)
3022.3'
68.3
2954.9'
4.9
0
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SHEET
6
6 OF 7
SUMMARY OF PROPERTY INTERESTS
PROPERTY TO BE ACQUIRED
AIRPORT = CITY OF KALISPELL
TRACT
PURPOSE OF
TRACT
PURPOSE OF
NO.
OWNER
ACRES
BOOK PAGE
I ACQUISITION
NO.
OWNER
ACRES
BOOK PAGE
ACQUISITION
SECTION 20, T28N, R21 W
SECTION 20, T28N, R21 W
1
ELKS CLUB ®
0.40
AVIGATION EASEMENT
1F
CITY OF KALISPELL
23.33
RPZ
to
GILBERT K. & ®
0.18
AVIGATION EASEMENT
2A
CITY OF KALISPELL
9.91
OFA & BRL
SUSAN G. BISSELL
2B
CITY OF KALISPELL
6.57
RUNWAY
1D
DAVID J. HOERNER
3.09
RPZ
3
CITY OF KALISPELL
4.41
FBO BUILDING & PARKING
1DA
DAVID J. HOERNER
0.00
7CB
CITY OF KALISPELL
0.38
EAST SIDE PROTECTION
2+
ROBERT K. & LA DONA MONK
10.63
RUNWAY
3A
CITY OF KALISPELL
29.90
HANGARS
5G
CITY OF KALISPELL
1.10
RPZ
�//���
.i
/��
RUNWAY
SECTION 29, T28N, R21 W
2E
MICHAEL S. BARRETT
0.81
RUNWAY
AIRCRAFT PARKING
5F
CITY OF KALISPELL
2.26
ULT. ROAD RELOCATION
2FA
SCHLEGEL & SONS CONTRACTORS, INC.
2.33
AIRCRAFT PARKING
5G+
CITY OF KALISPELL
0.66
ULT. ROAD RELOCATION
2G HENDERSON 1.67 RUNWAY & TAXIWAY
2J HUGH R. LOUDEN 1.16 AIRCRAFT PARKING r
2JA HUGH R. LOUDEN 1.00 AIRCRAFT PARKING a L
2JB HUGH R. LOUDEN 1.01 OFA & BRL
2M JERRY L. & KAREN K. SLACK 0.82 RUNWAY a
3AA US FOREST SERVICE 2.07 (OPTION TO NOT ACQUIRE) ❑
3AB LAWRENCE E. & BETTY P. STOCKHILL 1.51 (OPTION TO NOT ACQUIRE) ❑ XISTING
PROPE
5 SEILER FAMILY TRUST 0.85 RPZ; ULT. RUNWAY 31 o 0 m U TIMAT 75' x 000'
o
58B DOUGLAS M. &DONNA MILLER 0.04 OFA m� r u Lo R NWAY N ]ON�
FUTU E AIRPO T
5GC SEILER FAMILY TRUST 2.97 RPZ; ULT. RUNWAY 31 m OUNDA Y R�IfY
5H SEILER FAMILY TRUST 0.97 OFA
5HA R & R DEVELOPMENT 5H
0.49 OFA
5J SEILER FAMILY TRUST 1.87 RUNWAY 31; ULT. RUNWAY 31 `a 2 ��� SHAD / -
CB:
6+ DOUGLAS F. & JULIA M. WISE 3.86 RUNWAY Z L:)
6+ DOUGLAS F. & JULIA M. WISE 7.14 CONSTRUCTION EASEMENT Q m P�FI j
® FOR TERRAIN MODIFICATION w oFtiIFY /:�
6D DOUGLAS F. & JULIA M. WISE 8.52 RUNWAY �
6D DOUGLAS F. & JULIA M. WISE ® 7.69 CONSTRUCTION EASEMENT v�
FOR TERRAIN MODIFICATION 6 SFr �i
SECTION 29, T28N, R21 W EXISTING CITY
PROPERTY/ �00
12+ FLATHEAD COUNTY 12.71 ULT. RPZ AIRPORT BOUNDARY,
12A GLACIER MEMORIAL CEMETERY ® 4.10 AVIGATION EASEMENT
12AA GLACIER MEMORIAL CEMETERY ® 1.01 AVIGATION EASEMENT�,O
12B SEILER FAMILY TRUST 10.43 RPZ; ULT. RUNWAY 31
12C FLATHEAD COUNTY 2.27 APPROACH PROTECTION L N
QS 13+ DOUGLAS F. &JULIA M. WISE 1.78 BRL; ULT. OFA � :; � '. ��" `'� �. � •
13+ DOUGLAS F. &JULIA M. WISE 20.92 CONSTRUCTION EASEMENT 2 / �
FOR TERRAIN MODIFICATION ' 2€
FUTURE NDARY
n
EXISTING AIRPORT
- BOUNDARY
I
I
AIRPORT ACCESS ROAD
i
1
• •
_
NOTE:
THE BOUNDARY BEARINGS AND DISTANCES WERE TAKEN FROM
VARIOUS PLATS AND CERTIFICATES OF SURVEY OF PUBLIC
RECORD AND MAY THEREFORE HAVE SEVERAL BASES OF
• •
BEARING. A COMPLETE FIELD SURVEY OF THE BOUNDARY WAS
NOT DONE AS PART OF THE PREPARATION OF THIS DRAWING.
ag
."
UE
300 0 300 600
(SCALE IN FEET)
T 28N, R 21 W
BLOCK MAP SOURCE: CITY OF KALISPELL
11 N .-
ll
L =
a z
J f
� � m
4
•JJLL 9O11
83J33HS
Vvoll ovou Bd�ll
L
12B`�� l
EXISTING CITY
PROPERTY
L•]iZI!
}
W
J
I
in Q
ULTIMATE
RELOCATION OF
CEMETERY
ROAD
12C !
ULTIMATE RPZ
500' x 700' x 10D0'
VIS. MIN. >_ 1 MILE
_
R
Q
m
¢
<
w
DO'
�
w
N Z
0
m
�
LLJ
�MM
=
m
F V /
LEGEND
DESCRIPTION
EXISTING
FUTURE
ULTIMATE
BUILDING AND STRUCTURES
O
C -Z)
SAME
AIRCRAFT PAVEMENT
NO
[>_]
AIRPORT PROPERTY LINE
- - -
SAME
OBJECT FREE AREA OFA
(NOT SHOWN)
--OFA(F)- • --
-OFA(U)- -
RUNWAY/TAXIWAYSAFETYAREA RSA
(NOT SHOWN)
RSA(F)
RSA(U)
RUNWAY PROTECTION ZONE RPZ
(NOT SHOWN)
- -
BUILDING RESTRICTION LINE (BRL)
BRL(F)
BRL(U)
PAVED ROAD
SAME
LIGHTED WIND CONE & SEGMENTED CIRCLE
SAME
ROTATING BEACON
SECTION CORNER
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SHEET
7
7 OF 7