400' 400' 404 405 402 403 302 301 407 401 409 304 BRL RSA ROFA ROFA BRL LOC C.A. GS C.A. GS PAPI B T C D V S S1 RVR ALSF2 RSA ROFA BRL 6-RW END /$7 /21* EL. 551.31' (HIGH POINT / TDZE) RSA LOC C.A. GS C.A. GS PAPI U A A1 B WINDSOCK MALSR OFZ RW 24 EQUIP. SHELTER SUPER PARK (C) LOCALIZER SUPER PARK (D) INTERSTATE 70 LONE EAGLE DR. INTERSTATE 70 N. LINDBERGH BLVD SCHUETTE DR. FEE FEE RD NATURAL BRIDGE RD. OFZ 50:1 PART 77 APPROACH SURFACE 50:1 PART 77 APPROACH SURFACE 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 ROFA L P P L (2,500' x 1,000' x 1,750') RPZ E-5064 E-3385 E-3393 E-3403 E-3405 E-3387 L P E-3168 E-3407 E-3409 CYPRESS RD. E-3150 E-3156 E-3429 HUNTER AVE. E-3467 E-3469 L P E-3519 E-3577 CYPRESS VILLAGE DR GARDENVIEW LN 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 RSA 34:1 APCH TSS TYPE 7 34:1 APCH TSS TYPE 7 E-3630 E-3634 E-3636 T-400C T-401C T-404C T-405C E-4855 E-3310 FEE FEE RD 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 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 LTScale: 0.5000 Last Saved: 1/24/2013 11:25 AM Plotted On: 1/24/2013 11:26 AM File: 21-23-STL-INNER PORTION-6-24.dwg Layout: RW 6 LwDefault: 0.010 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 /$7 /21* 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-2013 F.L.L. 620' 580' 540' 520' 560' 660' 640' 680' 600' 500' 700' 720' 740' TRUE NORTH MAGNETIC NORTH 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 2/2012 R.D.J. Date: Date: 34:1 APCH TSS TYPE 7 50:1 PART 77 APPROACH SURFACE 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