drawing legend 70
TRANSCRIPT
400'
400'
404
405
402403
302
301
407
401
409
304
B
R
L
RSA
ROFA
ROFA
BRL
L
O
C
C
.
A
.
GS C.A.
GS
PAPI
B
T
C
C
D
V
S
S1
RVR
A
L
S
F
2
RSA
R
O
F
A
BRL
6-RW END
LAT: 38°44'48.077"
LONG: 90°22'52.383"
EL. 551.31' (HIGH POINT / TDZE)
R
S
A
L
O
C
C
.
A
.
G
S
C
.
A
.
GS
P
A
P
I
U
A
A
1
B
W
I
N
D
S
O
C
K
MALSR
OFZ
RW 24 EQUIP. SHELTER
SUPER
PARK
(C)
LOCALIZER
SUPER
PARK
(D)
I
N
T
E
R
S
T
A
T
E
7
0
LO
NE
E
AG
LE
D
R.
IN
T
E
R
S
T
A
T
E
70
N
.
L
I
N
D
B
E
R
G
H
B
L
V
D
S
C
H
U
E
T
T
E
D
R
.
F
E
E
F
E
E
R
D
N
A
T
U
R
A
L
B
R
I
D
G
E
R
D
.
OFZ
50:1 P
A
R
T
77 A
P
P
R
O
A
C
H
S
U
R
F
A
C
E
50:1 P
A
R
T
77 A
P
P
R
O
A
C
H
S
U
R
F
A
C
E
E-3221
E-3225
E-3277
E-3325
E-3379
E-3431
E-3433
E-3435
E-3684
E-3700
E-3710
E-3760
E-3764
E-5145
E-14000
E-14001
E-14002
E-14003
E-14004
E-14005
E-14006
E-14007
E-3676
E-5150
RSA
RSA
R
O
F
A
L
P
P
L
(2
,5
00
' x 1
,0
00
' x 1
,7
50
')
RP
Z
E-5064
E-3385
E-3393
E-3403
E-3405
E-3387
L
P
E-3168
E-3407
E-3409
C
Y
P
R
E
S
S
R
D
.
E-3150
E-3156
E-3429
H
U
N
T
E
R
A
V
E
.
E-3467
E-3469L
P
E-3519
E-3577
C
Y
P
R
E
S
S
V
I
L
L
A
G
E
D
R
GA
RD
EN
VIE
W L
N
E-3060
E-3062
E-3178
E-3180
E-3186
E-3202
E-3064
E-3200
L
P
K-6255
K-6259
K-6261
K-6267
R
S
A
34:1 A
P
C
H
T
S
S
T
Y
P
E
7
34:1 A
P
C
H
T
S
S
T
Y
P
E
7
E-3630
E-3634
E-3636
T-400C
T-401C
T-404C
T-405C
E-4855
E-3310
F
E
E
F
E
E
R
D
70
70
T-400D
T-401D
T-401E
T-404D
T-404E
E-3329
E-3327
E-5210
E-5203
T-407B
T-407A
E-3517
L
P
T-400A
T-400B
T-401A
T-401B
E-3575
E-3555
E-3559
E-3567
E-3596
E-3565
T-403A
T-402A
E-3557
E-3509
E-3103
E-3101
E-3399
E-3129
T-400E
T-406B
T-406A
E-3513
K-6253
K-6263
53N
54N
52NA
34S
24S
23S
26S
30S
27S
28S
30S
52N
50:1 PART 77 APPROACH SURFACE (CAT I)
T-404B
T-404A
T-405B
T-405A
OFA
OFA
1" =
0
Graphic Scale in Feet
200'
100 200
20'
10
20
0°50'
DRAWING LEGEND
EXISTING FUTURE DESCRIPTION
BUILDINGS
N\A BUILDING - AIRPORT OWNED
N\A BUILDING - LEASED BY OTHERS
N\A BUILDING - OWNED BY OTHERS
N\A OFF - AIRPORT
N\A 2012-2017
N\A
2018-2023 (PHASE I)
N\A
2023-2028 (PHASE II)
N\A
2028-ULTIMATE (PHASE III)
N\A DEMO
BUILDING NUMBER
PARKING STRUCTURES / LOTS
AIRPORT - OWNED LOT
OTHER - OWNED LOT
AIRPORT GARAGE
2012-2017
2018-2023 (PHASE I)
2023-2028 (PHASE II)
2028-ULTIMATE (PHASE III)
ROAD
2012-2017
ROAD
2018-2023 (PHASE I)
ROAD
2028-ULTIMATE (PHASE III)
PROJECT NUMBER
FACILITY NUMBER
OTHER
RUNWAY PROTECTION ZONE (RPZ)
PRECISION INTRUMENT RUNWAY
(PIR)
RUNWAY SAFETY AREA
(RSA)
RUNWAY OBJECT FREE AREA (OFA)
CENTRAL PORTION OF RPZ
RUNWAY VISIBILITY ZONE
(RVZ)
35' BUILDING RESTRICTION LINE
(BRL)
AIRPORT REFERENCE POINT
(ARP)
PACS & SACS
MOANG COMPLEX
AIRPORT FUEL FARM
FENCE
AIRPORT PROPERTY LINE
GROUND CONTOURS AT
10' INTERVALS
DETENTION BASIN
CREEK
CULVERT
LOCALIZER
(LOC)
GLIDE SLOPE
(GS)
PAPI
EXTENDED CENTERLINE
GATE NUMBER
UTILITY TOWER
PRECISION OBSTACLE
FREE ZONE (POFZ)
APPROACH LIGHT SYSTEM
10'
ROFA
BRL
XXX
P
L
PIR
20S
NEW
PAVEMENT
IMPROVED
PAVEMENT
DEMO
PAVEMENT
NA
NA
RENT-A-CAR LOT
LT
Sca
le
: 0
.5
00
0 L
ast S
ave
d: 1
/2
4/2
01
3 1
1:2
5 A
M P
lo
tte
d O
n: 1
/2
4/2
01
3 1
1:2
6 A
M F
ile
: 2
1-2
3-S
TL
-IN
NE
R P
OR
TIO
N-6
-2
4.d
wg
L
ayo
ut: R
W 6
L
wD
efa
ult: 0
.0
10
21-23-STL-INNER PORTION-6-24
Issue Date:
Checked By:
Drawn by:
Drawing:
Sheet:
INNER PORTION OF THE
APPROACH - RUNWAY 6
(CAT I)
R.D.J.
RUNWAY 6 PROFILE VIEW
SCALE: 1" =20' (VERTICAL)
1" =200' (HORIZONTAL)
4,000'5,000'6,000'
6-RW End
LAT: 38° 44' 48.077"
LONG: 90° 22' 52.383"
El. 551.31' MSL
RUNWAY 6 INNER APPROACH (PLAN VIEW)
SCALE: 1" = 200'
3,000' 2,000' 1,000' 0'
EXISTING COMPOSITE GROUND PROFILE
(VERTICAL)
(HORIZONTAL)
21 OF 37
JANUARY-2013F.L.L.
620'
580'
540'
520'
560'
660'
640'
680'
600'
500'
700'
720'
740'
TRUE
NOR
TH
MA
GN
ETIC N
OR
TH
760'
780'
Drwn:
Revision Description
Drwn:
Revision Description
NOTES:
1. Horizontal Datum is in a modified Missouri East Zone State Plane Coordinate System (SPCS) known as Lambert
International Airport Modified State Plane Coordinate System (LIAMSPCS).
2. All elevations are Above Mean Sea Level (AMSL) relative to the North American Vertical Datum of 1988 (NAVD88).
3. Per FAR Part-77.23(b) the following traverse ways must be increased by: 15' for a (N)on Interstate, 17' for an (I)nterstate,
and 23' for (R)ailroads.Traverse points have not been surveyed they are estimated based on the ALP topography.
4. Obstruction data surveyed by Engineering Design Source, Inc. (EDSI) and Kowelman Engineering, Inc. (KEI) with final data
provided by Lambert-St. Louis International Airport.
5. The composite ground profile is a profile comprised of the highest ground elevations within the Part 77 approach surface.
FAA Comments
2/2012R.D.J.
Date: Date:
3
4
:1
A
P
C
H
T
S
S
T
Y
P
E
7
5
0
:1
P
A
R
T
7
7
A
P
P
R
O
A
C
H
S
U
R
F
A
C
E
EXISTING MALSR (TYPICAL)
PLAN PROFILE LEGEND
Item
Plan Profile
ID Drawn As ID Drawn As
Analyzed Object - ROAD OR RAILROAD
EDSI Obstruction Points
EDSI Obstruction Points - TREE
KEI Obstruction Points
Analyzed Object - TREE CLUSTER
Analyzed Object - TALLEST TREE
WITHIN CLUSTER
Analyzed Object - TREE WITHIN
CLUSTER
SEE SHEET 23 FOR COMPLETE LIST OF OBSTACLES