ULTIMATE AIRPORT LAYOUT PLAN
1
PAPI PAPI PAPI PAPI WIND SOCK ILS LOCALIZER ROFA ROFA ROFA ROFA ROFA ROFA RSA RSA RSA RSA RSA RSA ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ Antenna ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ GS ANTENNA WIND SOCK REIL REIL REIL REIL ALSF-1 VORTAC ATCT VHF/UHF TRANSMITTER ALS (IACC TYPE BP) LAT. 43°-52'-52.86"N LONG. 69°-56'-19.63"W ELEV. 64.3' Est. TW E LAT. 43°-53'-32.0"N LONG. 69°-56'-19.01"W ARP TW D TW A 229 TW C H LAT. 43°-54'-11.54"N LONG. 69°-56'-29.47"W ELEV. 75.0' (HIGH) LAT. 43°-54'-12.16"N LONG. 69°-56'-19.99"W ELEV. 74.3' (HIGH) 603 PERIMETER ROAD ROUTE 24 296 231 OLD GURNET ROAD TACAN ROAD 280 PERIMETER ROAD CUT-OFF NEW GURNET ROAD SWAMPY ROAD STATE HIGHWAY 123 MIDDLE BAY ROAD MERRICONEAG ROAD ORDINANCE ROAD NO.5 GURNET ROAD MERRICONEAG ROAD ABANDONED RD. ORION ST. 153 553 555 554 57 ORION ST. 250 86 NEPTUNE DR. 5TH STREET NEPTUNE DR. BOARD RD. G AVE. MIDWAY CR. A N T I E T A M S T . INDEPENDENCE ST. INTREPID ST. FORRESTAL DR. GUADALCANAL ST. ENTERPRISE DR. ROUTE 24 SHOPPING CENTER FITCH AVE. PERIMETER ROAD 6 282 200 FITCH AVE. BURBANK AVE. SEAHAWK AVE. PRINCES POINT RD. RUNWAY 01L-19R 8,000' x 200' S 4° 9' 54" E TRUE RUNWAY 01R-19L 8,000' x 200' S 4° 11' 32" E TRUE 75' 75' 75' 75' 75' 123' 75' 75' 296' 202' 202' 202' TW A X (TO BE CLOSED) TW D TW A 698' 500' LAT. 43°-52'-53.48"N LONG. 69°-56'-10.11"W ELEV. 62.3' TW B TW C ARRESTING CABLE SYSTEM 611 RESERVED FOR FUTURE AVIATION DEVELOPMENT POFZ TW F TW G GOLF COURSE GOLF COURSE NEW MEADOWS CEMETARY 5 45 292 202' POFZ BEACON ELEV. 60' (LOW) ELEV. 62' (LOW) TDZE 64' 281' 189' 284' SEE SHEET 4 : TERMINAL AREA PLAN MARE BROOK MARE BROOK HARPSWELL COVE MARE BROOK MARE BROOK RVR TOWERS WX STATION 602 TDZE 74' PARCEL TO BE CONVEYED (±20.5 ACRES) PROPOSED AVIGATION EASEMENT FUEL TANKS RESERVED FOR AIRPORT REVENUE GENERATION 209 9 225 252 295 538 PARCEL TO BE CONVEYED (±2.77 ACRES) PARCEL TO BE CONVEYED (±3.4 ACRES) EXISTING AVIGATION EASEMENT GRAPHIC SCALE: FEET 1000' 500' 0 500' 250' MAG. DECLINATION 16°10' W (Dec 2009) Source: NGDC 10/02/2009 ULTIMATE AIRPORT LAYOUT PLAN FAA's approval of this Airport Layout Plan (ALP) represents acceptance of the general location of future facilities depicted. During the preliminary design phase, the airport owner is required to resubmit for approval the final locations, heights and exterior finish of structures. FAA's concern is obstructions, impact on electronic aids or adverse effects on controller view of aircraft approach and ground movement areas which could adversely affect the safety, efficiency or utility of the airport. BAO RAM 1" = 500' 3 9 LEGEND EXISTING DESCRIPTION ULTIMATE RUNWAY CENTERLINE RUNWAY SAFETY AREA (RSA) RUNWAY OBJECT FREE AREA (ROFA) RUNWAY OBSTACLE FREE ZONE (ROFZ) RUNWAY PROTECTION ZONE (RPZ) ILS CRITICAL AREA PAVEMENT - CONCRETE (PCC) PAVEMENT - ASPHALT (BIT) ARP AIRPORT REFERENCE POINT ARP AIRPORT BUILDINGS OTHER BUILDINGS BUILDINGS TO BE REMOVED AIRPORT BOUNDARY OTHER LANDS OF THE MRRA ROADS RAILROAD STREAM GROUND ELEVATION CONTOURS THRESHOLD LIGHTS BUILDINGS NO. FACILITY NAME NO. FACILITY NAME 5 HANGAR 5 252 AUTO EQUIP REPAIR SHOP 6 HANGAR 6 280 TRANSMITTER BUILDING VHF/UHF 9 ADMINISTRATIVE SPACE (VACANT) 282 COMPASS ROSE 45* HAZMAT TRANSFER FACILITY 292* ARFF FACILITY 57 AIRPORT ROTATING BEACON TOWER 295 RESEVOIR / PUMPHOUSE 86 MECHANICAL SHOP 296 VORTAC BUILDING 153 RECYCLING CENTER 538 GAS STATION 200 FBO / TERMINAL BUILDING 553 AIRFIELD SUPPORT BUILDING 209 ELECTRIC DISTRIBUTION BLDG/SHELTER 554 P3 SUPPORT FACILITY 225 AUTOMOTIVE EQUIP REPAIR SHOP 555* SONOBOUY / VEHICLE STORAGE 229* GCA TURNTABLE 602 GLIDE SLOPE EQUIPMENT SHELTER 231 AIR TRAFFIC CONTROL TOWER (ATCT) 603 LOCALIZER EQUIPMENT SHELTER 250 HANGAR 4 611* T-56 ENGINE TEST FACILITY AIRPORT DATA ITEM EXISTING ULTIMATE AIRPORT ELEVATION (MSL) 75' SAME AIRPORT REFERENCE POINT (ARP) LATITUDE 43° 53' 32" N SAME LONGITUDE 69° 56' 19.01" W SAME MEAN MAX TEMPERATURE (JULY) 79.9° F SAME AIRPORT TERMINAL AREA NAVAIDS ROTATING BEACON SAME NPIAS SERVICE LEVEL GENERAL AVIATION SAME STATE SERVICE LEVEL LEVEL 1 SAME AIRPORT REFERENCE CODE D-V C-III DESIGN AIRCRAFT B747 B737-800 AIRPORT BOUNDARY (ACRES) 927 SAME Source: U.S. Department of Commerce, National Climatic Data Center (NCDC) Station: Naval Air Station, ME, Station 74392 Period: 1999-2008 (78,863 observations) Note: Wind Coverage Categories are as follows: VMC (84.28%), IMC (11.98%) Closed (2.97%) RUNWAY DATA ITEM RUNWAY 01R/19L RUNWAY 01L/19R EXISTING ULTIMATE EXISTING ULTIMATE RUNWAY LENGTH 8,000' SAME 8,000' 8,000' RUNWAY WIDTH 200' 150' 200' 150' SURFACE TYPE ASPHALT PCN 38 R / C / W / U SAME ASPHALT PCN 38 R / C / W / T SAME PAVEMENT STRENGTH (lbs) SINGLE WHEEL 75,000 SAME 75,000 SAME DUAL WHEEL 200,000 SAME 200,000 SAME DUAL TANDEM 400,000 SAME 400,000 SAME OBJECT FREE ZONE NO OFZ PENETRATIONS SAME NO OFZ PENETRATIONS SAME TRUE BEARING S 4° 11' 32" E SAME S 4° 9' 54" E SAME RUNWAY HIGH POINT ELEVATION 74' SAME 75' SAME RUNWAY LOW POINT ELEVATION 60' SAME 62' SAME EFFECTIVE GRADIENT (%) 0.15% SAME 0.14% SAME LINE OF SIGHT VARIATIONS NO SAME NO SAME MAXIMUM GRADE CHANGE 1.68% * SAME 1.1% SAME MAXIMUM GRADE 0.97% SAME 1.50% SAME FAR PART 77 CATEGORY PRECISION INSTRUMENT RUNWAY (PIR) SAME VISUAL PRECISION INSTRUMENT RUNWAY (PIR) RUNWAY 01R RUNWAY 19L RUNWAY 01R RUNWAY 19L RUNWAY 01L RUNWAY 19R RUNWAY 01L RUNWAY 19R DISPLACED THRESHOLD N/A N/A SAME SAME N/A N/A SAME SAME APPROACH SURFACE SLOPE 34:1 * 34:1 * SAME * SAME * 20:1 20:1 34:1 * 34:1 * APPROACH MINIMUMS 200FT / 1/2 MILE 200FT / 3/4 MILE SAME 200FT / 1/2 MILE 1,000FT / 3 MILES (VIS) 1,000FT / 3 MILES (VIS) 200FT / 3/4 MILE 200FT / 3/4 MILE VISUAL APPROACH AIDS IACC TYPE BP / PAPI ALSF-1 / PAPI MALSR / PAPI / PCL MALSR / PAPI / PCL PAPI PAPI PAPI / PCL PAPI / PCL INSTRUMENT APPROACH AIDS ILS PRECISION LPV ILS / PRECISION LPV SAME NONE NONE PRECISION LPV PRECISION LPV RUNWAY LIGHTING HIRL / CL / TDZ / REIL HIRL / CL / TDZ / REIL HIRL / REIL / PCL HIRL / REIL / PCL HIRL / REIL HIRL / REIL SAME SAME RUNWAY MARKING PRECISION (NON-STD) * PRECISION (NON-STD) * PRECISION (STD) PRECISION (STD) PRECISION (NON-STD) * PRECISION (NON-STD) * PRECISION (STD) PRECISION (STD) RUNWAY OBJECT FREE AREA (ROFA) LENGTH BEYOND RUNWAY END 1,000' 1,000' SAME SAME 1,000' 1,000' SAME SAME WIDTH 800' 800' SAME SAME 800' 800' SAME SAME RUNWAY SAFETY AREA (RSA) LENGTH BEYOND RUNWAY END 1,000' 1,000' SAME SAME 1,000' 1,000' SAME SAME WIDTH 500' 500' SAME SAME 500' 500' SAME SAME RUNWAY END COORDINATES (NAD 83) LATITUDE 43° 52' 53.479" N 43° 54' 12.162" N SAME SAME 43° 52' 52.858" N 43° 54' 11.539" N SAME SAME LONGITUDE 69° 56' 10.113" W 69° 56' 19.994" W SAME SAME 69° 56' 19.634" W 69° 56' 29.466" W SAME SAME RUNWAY END ELEVATION (MSL) 62.3' 74.3' SAME SAME 64.3' 75.0' SAME SAME DISPLACED THRESHOLD ELEVATION (MSL) N/A N/A SAME SAME N/A N/A SAME SAME TDZ ELEVATION (MSL) 64' 75' SAME SAME N/A 75' SAME SAME RUNWAY PROTECTION ZONE (RPZ) INNER WIDTH 1,000' 1,000' SAME SAME 500' 500' 1,000' 1,000' OUTER WIDTH 1,750' 1,750' SAME SAME 1,010' 1,010' 1,750' 1,750' LENGTH 2,500' 2,500' SAME SAME 1,700' 1,700' 2,500' 2,500' FEDERAL AVIATION ADMINISTRATION NEW ENGLAND REGION AIRPORTS DIVISION APPROVED: APPROVED: DATE: APPROVED: DATE: MAINE DEPARTMENT OF TRANSPORTATION MIDCOAST REGIONAL REDEVELOPMENT AUTHORITY DATE: REFERENCE LETTER DATED: IMC WIND COVERAGE RUNWAY 01/19 CROSSWIND COMPONENT (KTS) 10.5 13 16 20 WIND COVERAGE 97.33% 98.73% 99.70% 99.93% ALL WEATHER WIND COVERAGE RUNWAY 01/19 CROSSWIND COMPONENT (KTS) 10.5 13 16 20 WIND COVERAGE 95.41% 97.83% 99.33% 99.85% 0 200 400 100 200 GRAPHIC SCALE: METERS T M CHECKED BY DESIGNED BY DRAWN BY SCALE: DATE: ENGINEER'S SEAL BY DATE DESCRIPTION AIP No.: PROJ. No.: FILE NAME: SHEET REVISIONS DRAWING NO. OF DO NOT SCALE DRAWING Hoyle Tanner & Associates © 2008 391101 1700 Market Street Suite 1700 Philadelphia, PA 19103 Tel: 215.399.4300 Fax: 215.399.4350 150 Dow Street Manchester, NH 03101-1227 Tel 603-669-5555 Fax 603-669-4168 Web Page: www.hoyletanner.com BRUNSWICK AIRPORT BRUNSWICK, MAINE Reference: Horizontal Datum - NAD 83 Vertical Datum - NAVD 88 Notes: 1. Ground contour intervals are 10 feet (shown) based on 2-foot contour intervals (not shown). Topographic mapping provided by the MRRA. * To Be Removed MODIFICATIONS OF DESIGN STANDARDS NO. STANDARD MODIFIED FAA STANDARD EXISTING CONDITION PROPOSED ACTION DATE APPROVED 1 FAR PART 77.25 IMAGINARY SURFACES 50:1 FOR A PRECISION INSTRUMENT RUNWAY 34:1 NO ACTION 2 AC 150/5340-1J - STANDARDS FOR AIRPORT MARKINGS PRECISION RUNWAY MARKINGS (CIVILIAN) PRECISION RUNWAY MARKINGS (NAVY) RE-STRIPING TO FAA STANDARD * 3 AC 150/5300-13 - AIRPORT DESIGN 1.5% MAXIMUM LONGITUDINAL GRADE CHANGE (RUNWAY) 1.68% GRADE CHANGE (RUNWAY 01R/19L) NO ACTION, COST PROHIBITED ROFZ ROFA RSA ROFZ ROFA RSA * When funding becomes available. * Modification of Standard JDM
Transcript of ULTIMATE AIRPORT LAYOUT PLAN
PA
PI
PA
PI
PA
PI
PA
PI
WIN
DSO
CK
ILSLO
CALIZER
RO
FAR
OFA
RO
FA
RO
FAR
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RSA
RSA
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RSA
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RO
FZR
OFZ
RO
FZ
RO
FZR
OFZ
RO
FZ
Antenna
RO
FZR
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RO
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FZR
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ATC
TVH
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FTR
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(IAC
C TYPE
BP)
LAT. 43°-52'-52.86"N
LON
G. 69°-56'-19.63"W
ELE
V. 64.3' E
st.
TW E
LAT. 43°-53'-32.0"N
LON
G. 69°-56'-19.01"W
ARP
TW D
TW A
229
TW C
H
LAT. 43°-54'-11.54"N
LON
G. 69°-56'-29.47"W
ELE
V. 75.0' (H
IGH
)
LAT. 43°-54'-12.16"N
LON
G. 69°-56'-19.99"W
ELE
V. 74.3' (H
IGH
)
603
PER
IMETER R
OAD
ROUTE 24
296
231
OLD GURNET ROAD
TACAN ROAD
280
PERIMETER ROAD CUT-OFF
NEW GURNET ROAD
SWAM
PY RO
AD
STATE HIG
HW
AY 123
MIDDLE BAY ROAD
MER
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NEPTUNE DR.
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NEPTUNE DR.
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AN
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ST.
INDEPENDENCE ST.
INTR
EPID
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SHOPPING CENTER
FITCH AVE.
PERIMETER ROAD
6
282200
FITCH AVE.
BURBANK AVE.
SEAHAWK AVE.
PR
INC
ES P
OIN
T RD
.
RU
NW
AY
01L-19R 8,000' x 200' S
4° 9' 54" E TR
UE
RU
NW
AY
01R-19L 8,000' x 200' S
4° 11' 32" E TR
UE
75'
75'
75'
75'75'
123'
75'
75'
296'
202'
202'
202'
TW A
X (TO BE CLOSED)
TW D
TW A
698' 500'
LAT. 43°-52'-53.48"N
LON
G. 69°-56'-10.11"W
ELE
V. 62.3'
TW B
TW C
ARR
ESTING
CA
BLE
SYSTEM
611
RESER
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TDZE
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281'
189'
284'
SE
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MARE BROOK
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TDZE 74'
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PR
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2099
225252
295
538
PA
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PA
RC
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ON
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CR
ES)
EX
ISTIN
G A
VIGATIO
NE
AS
EM
ENT
GR
APH
IC S
CA
LE: FEET
1000'500'
0500'
250'
MA
G. D
EC
LINA
TION
16°10' W (D
ec 2009)S
ource: NG
DC
10/02/2009
ULTIMATE AIRPORT LAYOUT PLAN
FAA's approval of this A
irport Layout Plan (A
LP) represents acceptance of the general location of future facilities depicted. D
uring theprelim
inary design phase, the airport owner is required to resubm
it for approval the final locations, heights and exterior finish of structures.FAA
's concern is obstructions, impact on electronic aids or adverse effects on controller view
of aircraft approach and ground movem
ent areasw
hich could adversely affect the safety, efficiency or utility of the airport.
BAO RAM1" = 500'
39
LEGEN
D
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NU
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AIR
TRA
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ON
TRO
L TOW
ER (ATC
T)603
LOC
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T SHELTER
250H
AN
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AIR
POR
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TA
ITEME
XISTING
ULTIM
ATE
AIR
PO
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LEV
ATIO
N (M
SL)
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AM
EA
IRP
OR
T RE
FER
EN
CE
PO
INT (A
RP
) LATITU
DE
43° 53' 32" NS
AM
E LO
NG
ITUD
E69° 56' 19.01" W
SA
ME
ME
AN
MA
X TE
MP
ER
ATU
RE
(JULY
)79.9° F
SA
ME
AIR
PO
RT TE
RM
INA
L AR
EA
NA
VA
IDS
RO
TATIN
G B
EA
CO
NS
AM
EN
PIAS SER
VICE LEVEL
GEN
ER
AL AVIATIO
NS
AM
ES
TATE SER
VICE LEVEL
LEVEL 1S
AM
EA
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OR
T RE
FER
EN
CE
CO
DE
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N A
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737-800A
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OR
T BO
UN
DA
RY
(AC
RE
S)
927S
AM
E
Source: U
.S. D
epartment of C
omm
erce, National C
limatic D
ata Center (N
CD
C)
Station: N
aval Air Station, M
E, Station 74392P
eriod: 1999-2008 (78,863 observations)N
ote: Wind C
overage Categories are as follow
s:V
MC
(84.28%), IM
C (11.98%
) Closed (2.97%
)
RU
NW
AY D
ATA
ITEMR
UN
WA
Y 01R/19L
RU
NW
AY 01L/19R
EXISTIN
GU
LTIMA
TEE
XISTING
ULTIM
ATE
RU
NW
AY LE
NG
TH8,000'
SA
ME
8,000'8,000'
RU
NW
AY W
IDTH
200'150'
200'150'
SU
RFA
CE
TYP
EA
SPHALT PC
N 38 R
/ C / W
/ US
AM
EA
SPHALT PC
N 38 R
/ C / W
/ TS
AM
EP
AV
EM
EN
T STR
EN
GTH
(lbs) SIN
GLE W
HEEL
75,000S
AM
E75,000
SA
ME
DU
AL WH
EEL200,000
SA
ME
200,000S
AM
E D
UA
L TAND
EM400,000
SA
ME
400,000S
AM
EO
BJE
CT FR
EE ZO
NE
NO
OFZ PEN
ETRATIO
NS
SA
ME
NO
OFZ PEN
ETRATIO
NS
SA
ME
TRU
E BE
AR
ING
S 4° 11' 32" ES
AM
ES 4° 9' 54" E
SA
ME
RU
NW
AY
HIG
H P
OIN
T ELE
VA
TION
74'S
AM
E75'
SA
ME
RU
NW
AY LOW
POIN
T ELEVATIO
N60'
SA
ME
62'S
AM
EE
FFEC
TIVE GR
AD
IEN
T (%)
0.15%S
AM
E0.14%
SA
ME
LINE O
F SIGH
T VAR
IATIO
NS
NO
SA
ME
NO
SA
ME
MA
XIM
UM
GR
AD
E CH
AN
GE
1.68% *
SA
ME
1.1%S
AM
EM
AX
IMU
M G
RA
DE
0.97%S
AM
E1.50%
SA
ME
FAR
PA
RT 77 C
ATE
GO
RY
PR
EC
ISIO
N IN
STR
UM
EN
T RU
NW
AY (PIR
)S
AM
EV
ISU
AL
PR
EC
ISIO
N IN
STR
UM
EN
T RU
NW
AY (PIR
)
RU
NW
AY 01R
RU
NW
AY 19L
RU
NW
AY 01R
RU
NW
AY 19L
RU
NW
AY 01L
RU
NW
AY 19R
RU
NW
AY 01L
RU
NW
AY 19R
DIS
PLA
CE
D TH
RE
SH
OLD
N/A
N/A
SA
ME
SA
ME
N/A
N/A
SA
ME
SA
ME
AP
PR
OA
CH
SU
RFA
CE
SLO
PE
34:1 *34:1 *
SAM
E *S
AME *
20:120:1
34:1 *34:1 *
AP
PR
OA
CH
MIN
IMU
MS
200FT / 1/2 MILE
200FT / 3/4 MILE
SA
ME
200FT / 1/2 MILE
1,000FT / 3 MILE
S (VIS)
1,000FT / 3 MILE
S (VIS)
200FT / 3/4 MILE
200FT / 3/4 MILE
VIS
UA
L AP
PR
OA
CH
AID
SIAC
C TY
PE BP / PAPIA
LSF-1 / PAPIM
ALSR / P
API / PCL
MALSR
/ PAPI / PC
LP
AP
IP
AP
IP
API / PCL
PAPI / PC
LIN
STR
UM
EN
T AP
PR
OA
CH
AID
SILS
PR
EC
ISIO
N LP
VILS / P
REC
ISION
LPVS
AM
EN
ON
EN
ON
EP
RE
CIS
ION
LPV
PR
EC
ISIO
N LP
VR
UN
WA
Y LIG
HTIN
GH
IRL / C
L / TDZ / R
EIL
HIR
L / CL / TD
Z / RE
ILH
IRL / R
EIL / PCL
HIR
L / REIL / PC
LH
IRL / R
EILH
IRL / R
EILS
AM
ES
AM
ER
UN
WA
Y MA
RK
ING
PR
EC
ISIO
N (N
ON
-STD) *
PR
EC
ISIO
N (N
ON
-STD) *
PR
EC
ISIO
N (S
TD)
PR
EC
ISIO
N (S
TD)
PR
EC
ISIO
N (N
ON
-STD) *
PR
EC
ISIO
N (N
ON
-STD) *
PR
EC
ISIO
N (S
TD)
PR
EC
ISIO
N (S
TD)
RU
NW
AY
OB
JEC
T FRE
E A
RE
A (R
OFA
) LE
NG
TH B
EY
ON
D R
UN
WA
Y EN
D1,000'
1,000'S
AM
ES
AM
E1,000'
1,000'S
AM
ES
AM
E W
IDTH
800'800'
SA
ME
SA
ME
800'800'
SA
ME
SA
ME
RU
NW
AY
SA
FETY
AR
EA
(RS
A)
LEN
GTH
BE
YO
ND
RU
NW
AY E
ND
1,000'1,000'
SA
ME
SA
ME
1,000'1,000'
SA
ME
SA
ME
WID
TH500'
500'S
AM
ES
AM
E500'
500'S
AM
ES
AM
ER
UN
WA
Y E
ND
CO
OR
DIN
ATE
S (N
AD
83) LA
TITUD
E43° 52' 53.479" N
43° 54' 12.162" NS
AM
ES
AM
E43° 52' 52.858" N
43° 54' 11.539" NS
AM
ES
AM
E LO
NG
ITUD
E69° 56' 10.113" W
69° 56' 19.994" WS
AM
ES
AM
E69° 56' 19.634" W
69° 56' 29.466" WS
AM
ES
AM
ER
UN
WA
Y E
ND
ELE
VA
TION
(MS
L)62.3'
74.3'S
AM
ES
AM
E64.3'
75.0'S
AM
ES
AM
ED
ISPLAC
ED TH
RES
HO
LD E
LEVA
TION
(MSL)
N/A
N/A
SA
ME
SA
ME
N/A
N/A
SA
ME
SA
ME
TDZ E
LEV
ATIO
N (M
SL)
64'75'
SA
ME
SA
ME
N/A
75'S
AM
ES
AM
ER
UN
WA
Y P
RO
TEC
TION
ZON
E (R
PZ)
INN
ER
WID
TH1,000'
1,000'S
AM
ES
AM
E500'
500'1,000'
1,000' O
UTER
WID
TH1,750'
1,750'S
AM
ES
AM
E1,010'
1,010'1,750'
1,750' LEN
GTH
2,500'2,500'
SA
ME
SA
ME
1,700'1,700'
2,500'2,500'
FEDER
AL AVIATIO
N AD
MIN
ISTRA
TION
NEW
EN
GLA
ND
REG
ION
AIR
POR
TS DIVISIO
N
APP
RO
VED:
APP
RO
VED:
DATE:
APP
RO
VED:
DATE:
MAIN
E DEP
ARTM
ENT
OF TR
ANSP
OR
TATIO
NM
IDC
OA
ST R
EG
ION
AL
RED
EV
ELOP
ME
NT A
UTH
OR
ITY
DATE:
REFER
ENC
ELETTERD
ATED:
IMC
WIN
D C
OVE
RAG
ER
UN
WA
Y 01/19C
RO
SS
WIN
DC
OM
PO
NE
NT (K
TS)
10.513
1620
WIN
D C
OV
ER
AG
E97.33%
98.73%99.70%
99.93%
ALL W
EATH
ER W
IND
CO
VER
AGE
RU
NW
AY 01/19
CR
OS
SW
IND
CO
MP
ON
EN
T (KTS
)10.5
1316
20
WIN
D C
OV
ER
AG
E95.41%
97.83%99.33%
99.85%
0200
400100
200
GR
APH
IC S
CA
LE: M
ETER
S
TM
CHECKED BYDESIGNED BY DRAWN BYSCALE: DATE:
EN
GIN
EER
'S SEAL
BYDATE DESCRIPTION
AIP N
o.:
PR
OJ. N
o.:FILE
NA
ME
:
SH
EET
REVISIONS
DR
AW
ING
NO
.
OF
DO NOT SCALE DRAWING
Hoyle Tanner & Associates © 2008
391101
1700 Market Street Suite 1700Philadelphia, PA 19103Tel: 215.399.4300Fax: 215.399.4350
150 Dow StreetManchester, NH 03101-1227Tel 603-669-5555Fax 603-669-4168Web Page: www.hoyletanner.com
BRUNSWICK AIRPORTBRUNSWICK, MAINE
Reference:
Horizontal D
atum - N
AD 83
Vertical D
atum - N
AVD 88
Notes:
1.G
round contour intervals are 10 feet (shown) based on 2-foot contour intervals (not show
n). Topographic mapping
provided by the MR
RA
.
* To Be R
emoved
MO
DIFIC
ATIO
NS O
F DESIG
N STA
ND
AR
DS
NO
.S
TAN
DAR
D M
OD
IFIEDFAA S
TAN
DAR
DE
XISTING
CO
ND
ITION
PR
OPO
SED
ACTIO
ND
ATE APPR
OVED
1FAR
PART 77.25 IM
AGIN
ARY
SU
RFA
CE
S50:1 FO
R A PR
ECISIO
NIN
STR
UM
EN
T RU
NW
AY
34:1N
O A
CTIO
N
2A
C 150/5340-1J - S
TAN
DA
RD
SFO
R A
IRP
OR
T MAR
KING
SP
RE
CIS
ION
RU
NW
AY
MAR
KING
S (CIV
ILIAN)
PR
EC
ISIO
N R
UN
WA
YM
AR
KIN
GS
(NA
VY
)R
E-S
TRIP
ING
TO FA
AS
TAN
DA
RD
*
3A
C 150/5300-13 - AIR
POR
TD
ES
IGN
1.5% M
AX
IMU
M LO
NG
ITUD
INA
LG
RA
DE C
HA
NG
E (RU
NW
AY
)1.68%
GR
AD
E CH
AN
GE
(RU
NW
AY 01R/19L)
NO
AC
TION
, CO
STP
RO
HIBITED
RO
FZ
RO
FA
RSA
RO
FZ
RO
FA
RSA
* When funding becom
es available.
* Modification of Standard
JDM
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