AM01 DRAWINGS.pdf

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Aircraft and Flight Equipment Building, Redstone Arsenal, Alabama
Solicitation number
W9127820R0037
Issued by

About this file

This document provides details for a federal contract opportunity to construct an aviation test, instrumentation, and integration aircraft hangar facility at Redstone Arsenal in Alabama. The solicitation seeks a construction contract between $25-100 million to build a hangar, administrative space, hangar and aircraft parking aprons, information systems, fire protection and alarm systems, an Intrusion Detection System connection, Energy Monitoring Control Systems connection, supporting facilities including utilities, lighting, paving, parking, walks, curbs, storm drainage, landscaping, signage, physical security, and anti-terrorism/force protection measures. The solicitation number is W9127820R0037 and was issued by the Department of the Army Corps of Engineers Engineering District Mobile. The opportunity is for a single award construction contract to support developmental flight test activities and aircraft instrumentation and test systems integration for rotary-wing aircraft at the specified location.

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File Type Posted
AM04.pdf PDF
AM03 DRAWINGS.pdf PDF
AM03.pdf PDF
AM02.pdf PDF
AM02 DRAWINGS.pdf PDF
Redstone Aircraft PreBid Signin.pdf PDF
AM01.pdf PDF
EM 385-1-1.pdf PDF
RTA Drawings VOL1.pdf PDF
RTA Drawings VOL2.pdf PDF
VOL4.PDF PDF
VOL2.PDF PDF
VOL1.PDF PDF
VOL3.PDF PDF
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Text version

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

AIRC FT AND FLIGHT EQUIPMENT BUILDING

REDSTONE ARSENAL, ALABAMA

MOBILE DISTRICT PROJECT CODE : MHY20008

SOLICITATION NUMBER: W9127820R0037

JUNE 2020

AMENDMENT NO. 0001

of Engineers

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NUMBER SHEET TITLE

T-102 SYSTEMS PLAN - B

T-103 SYSTEMS PLAN - C

T-104 SYSTEMS PLAN - D

T-105 SYSTEMS PLAN - E

T-106 SYSTEMS PLAN - FIRE PUMP BUILDING

T-401 SYSTEMS PLANS

T-402 SYSTEMS PLANS

T-501 SYSTEMS DETAILS

T-502 SYSTEMS DETAILS

T-503 SYSTEMS DETAILS

T-504 SYSTEMS DETAILS

T-601 SYSTEMS RISERS

SHEET

NUMBER SHEET TITLE

P-119 PLUMBING - NATURAL GAS PLAN PART 'C'

P-120 PLUMBING - NATURAL GAS PLAN PART 'D'

P-121 PLUMBING - NATURAL GAS PLAN PART 'F'

P-122 PLUMBING - ROOF PLAN PART 'A'

P-123 PLUMBING - ROOF PLAN PART 'B'

P-124 PLUMBING - ROOF PLAN PART 'C'

P-125 PLUMBING - ROOF PLAN PART 'D'

P-126 PLUMBING - ROOF PLAN PART 'F'

P-171 PLUMBING - PUMP HOUSE

P-301 PLUMBING BUILDING SECTIONS

P-302 PLUMBING BUILDING SECTIONS

P-401 PLUMBING ENLARGED PLANS - ADMIN DOMESTIC WATER

P-402 PLUMBING ENGLARGED PLANS - ADMIN SANITARY SEWER &

VENT

P-501 PLUMBING - DETAILS

P-502 PLUMBING - DETAILS

P-503 PLUMBING - DETAILS

P-504 PLUMBING - DETAILS

P-901 PLUMBING - DOMESTIC WATER 3D VIEW

P-902 PLUMBING - SANITARY SEWER & VENT 3D VIEW

P-903 PLUMBING - COMPRESSED AIR 3D VIEW

P-904 PLUMBING - NATURAL GAS 3D VIEW

MECHANICAL

M-001 MECHANICAL - HVAC LEGEND

M-101 MECHANICAL - HVAC COMPOSITE FLOOR PLAN

M-102 MECHANICAL - HVAC FLOOR PLAN PART 'A'

M-103 MECHANICAL - HVAC FLOOR PLAN PART 'B'

M-104 MECHANICAL - HVAC FLOOR PLAN PART 'C'

M-105 MECHANICAL - HVAC FLOOR PLAN PART 'D'

M-106 MECHANICAL - HVAC FLOOR PLAN PART 'F'

M-171 MECHANICAL - PUMP HOUSE

M-301 MECHANICAL - HVAC BUILDING SECTION

M-501 MECHANICAL - HVAC DETAILS

M-502 MECHANICAL - HVAC DETAILS

M-503 MECHANICAL - HVAC DETAILS

M-601 MECHANICAL - HVAC SCHEDULES

M-602 MECHANICAL - HVAC SCHEDULES

M-700 MECHANICAL - HVAC CONTROLS LEGEND

M-701 MECHANICAL - HVAC CONTROLS AHU-1,2

M-702 MECHANICAL - HVAC CONTROLS EXHAUST FANS & HEATERS

M-901 MECHANICAL - HVAC 3D VIEW

MS101 MECHANICAL SPECIALTIES FLOOR PLAN & SCHEDULE

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ED001 ELECTRICAL DEMOLITION SITE PLAN

ED002 ELECTRICAL DEMOLITION SITE PLAN

ES001 ELECTRICAL SITE PLAN

ES002 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

ES503 ELECTRICAL SITE DETAILS

E-101 HAZARDOUS AREA CLASSIFICATION PLAN

E-102 HAZARDOUS AREA CLASSIFICATION PLAN

E-103 HAZARDOUS AREA CLASSIFICATION PLAN

EL101 LIGHTING PLAN - A

EL102 LIGHTING PLAN - B

EL103 LIGHTING PLAN - C

EL104 LIGHTING PLAN - D

EL105 LIGHTING PLAN - E

EL106 LIGHTING PLAN - FIRE PUMP BUILDING

EL501 LIGHTING SCHEDULES & DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING DETAILS

EL504 LIGHTING CONTROL DETAILS

EP101 POWER PLAN - A

EP102 POWER PLAN - B

EP103 POWER PLAN - C

EP104 POWER PLAN - D

EP105 POWER PLAN - E

EP106 POWER PLAN - FIRE PUMP BUILDING

EP501 POWER DETAILS

EP601 POWER RISER

EP602 POWER RISERS

EP603 ELECTRICAL SINGLE LINE DIAGRAM

EP604 ELECTRICAL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES

EP608 PANEL SCHEDULES

EP609 PANEL SCHEDULES

EP610 PANEL SCHEDULES

EG101 LIGHTNING PROTECTION & GROUNDING PLAN - A

EG102 LIGHTNING PROTECTION & GROUNDING PLAN - B

EG103 LIGHTNING PROTECTION & GROUNDING PLAN - C

EG104 LIGHTNING PROTECTION & GROUNDING PLAN - FIRE PUMP

BUILDING

EG105 LIGHTNING PROTECTION ROOF PLAN - A

EG106 LIGHTNING PROTECTION ROOF PLAN - B

EG107 LIGHTNING PROTECTION ROOF PLAN - C

EG108 LIGHTNING PROTECTION ROOF PLAN - FIRE PUMP BUILDING

EG501 LIGHTNING PROTECTION & GROUNDING DETAILS

EG502 LIGHTNING PROTECTION & GROUNDING DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

EC504 CATHODIC PROTECTION WATER TANK DETAILS

EC505 CATHODIC PROTECTION WATER TANK DETAILS

ELECTRONIC SYSTEMS

T-001 SYSTEMS LEGEND

TD001 TELECOMMUNICATIONS DEMOLITION SITE PLAN

TD002 TELECOMMUNICATIONS DEMOLITION SITE PLAN

TS001 TELECOMMUNICATIONS SITE PLAN

TS002 TELECOMMUNICATIONS SITE PLAN

TS003 TELECOMMUNICATIONS SITE PLAN

TS501 TELECOMMUNICATIONS SITE DETAILS

TS601 TELECOMMUNICATIONS RISER - OSP

T-101 SYSTEMS PLAN - A

SHEET

NUMBER SHEET TITLE

ARCHITECTURE

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 BUILDING CODE AND LIFE SAFETY ANALYSIS

A-005 AIR BARRIER PLAN AND SECTIONS

A-007 AIR BARRIER CONSTRUCTION METHODS

A-100 COMPOSITE FLOOR PLAN

A-101 FLOOR PLAN - AREA "A" -ANNOTATIVE

A-102 FLOOR PLAN - AREA "B" - ANNOTATIVE

A-103 FLOOR PLAN - AREA "C" - ANNOTATIVE

A-104 FLOOR PLAN - AREA "D" - ANNOTATIVE

A-105 FLOOR PLAN - AREA "F" - ANNOTATIVE

A-107 FLOOR PLAN - AREA "A"-DIMENSIONAL

A-108 FLOOR PLAN - AREA "B"-DIMENSIONAL

A-109 FLOOR PLAN - AREA "C"-DIMENSIONAL

A-110 FLOOR PLAN - AREA "D"-DIMENSIONAL

A-111 FLOOR PLAN - AREA "F"-DIMENSIONAL

A-113 COMPOSITE REFLECTED CEILING PLAN

A-114 REFLECTED CEILING PLAN AREA "A"

A-115 REFLECTED CEILING PLAN AREA "B"

A-116 REFLECTED CEILING PLAN AREA "C"

A-117 REFLECTED CEILING PLAN AREA "D"

A-118 REFLECTED CEILING PLAN AREA "F"

A-120 COMPOSITE ROOF PLAN

A-121 ROOF PLAN AREA "A"

A-122 ROOF PLAN AREA "B"

A-123 ROOF PLAN AREA "C"

A-124 ROOF PLAN AREA "D"

A-125 ROOF PLAN AREA "F"

A-150 FIRE PUMP FACILITY - PLANS

A-201 EXTERIOR ELEVATIONS

A-250 FIRE PUMP FACILITY - ELEVATIONS

A-301 BUILDING S SECTIONS

A-302 BUILDING SECTIONS

A-305 FIRE PUMP FACILITY - SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-401 RESTROOM EQUIPMENT MOUNTING HEIGHTS

A-402 ENLARGED PLANS - RESTROOMS

A-403 INTERIOR ELEVATIONS & SECTIONS

A-501 ENLARGED PLAN DETAILS

A-505 WALL DETAILS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-513 DETAILS - MISCELLANEOUS

A-514 FIRE EXTINGUSHER CABINET DETAILS

A-515 FIRE EXTINGUISHER CABINET DETAILS

A-601 PARTITION TYPES

A-602 ROOM FINISH SCHEDULE & DETAILS

A-603 DOOR SCHEDULE

A-604 DOOR DETAILS - INTERIOR

A-605 DOOR DETAILS - EXTERIOR

A-606 WINDOW TYPES / DETAILS

A-607 MECHANICAL LOUVER / FLUE DETAILS

INTERIOR

I-101 FURNITURE PLAN – AREA “F”

FIRE PROTECTION

FL100 LIFE SAFETY ANALYSIS

FL101 LIFE SAFETY OVERALL PLAN

FL102 LIFE SAFETY PLAN - AREA A

FL103 LIFE SAFETY PLAN - AREA B

FL104 LIFE SAFETY PLAN - AREA C

FL105 LIFE SAFETY PLAN - AREA D

FL106 LIFE SAFETY PLAN - AREA F

FX001 FIRE SUPPRESSION LEGEND & GENERAL NOTES

FX101 FIRE SUPPRESSION COMPOSITE PLAN

FX301 FIRE SUPPRESSION SECTIONS

FX401 FIRE SUPPRESSION – ENLARGED PLAN

FX402 FIRE SUPPRESSION – ENLARGED PLAN

FX501 FIRE SUPPRESSION DETAILS

FX502 FIRE SUPPRESSION DETAILS

FX701 FIRE PUMP LAYOUT

FX901 FIRE SUPPRESSION – 3D VIEW SPRINKLER & FOAM RISERS

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN - A

FA102 FIRE ALARM & MASS NOTIFICATION PLAN - B

FA103 FIRE ALARM & MASS NOTIFICATION PLAN - C

FA104 FIRE ALARM & MASS NOTIFICATION PLAN - D

FA105 FIRE ALARM & MASS NOTIFICATION PLAN - E

FA106 FIRE ALARM & MASS NOTIFICATION PLAN - FIRE PUMP

BUILDING

FA401 FIRE ALARM & MASS NOTIFICATION PLAN

FA402 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA502 FIRE ALARM & MASS NOTIFICATION DETAILS

FA503 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM & MASS NOTIFICATION RISER

PLUMBING

P-001 PLUMBING - LEGENDS

P-002 PLUMBING - SCHEDULES

P-101 PLUMBING - COMPOSITE FLOOR PLAN

P-102 PLUMBING - DOMESTIC WATER PLAN PART 'A'

P-103 PLUMBING - DOMESTIC WATER PLAN PART 'B'

P-104 PLUMBING - DOMESTIC WATER PLAN PART 'C'

P-105 PLUMBING - DOMESTIC WATER PLAN PART 'D'

P-106 PLUMBING - DOMESTIC WATER PLAN PART 'F'

P-107 PLUMBING - SANITARY SEWER & VENT PLAN PART 'A'

P-108 PLUMBING - SANITARY SEWER & VENT PLAN PART 'B'

P-109 PLUMBING - SANITARY SEWER & VENT PLAN PART 'C'

P-110 PLUMBING - SANITARY SEWER & VENT PLAN PART 'D'

P-111 PLUMBING - SANITARY SEWER & VENT PLAN PART 'F'

P-112 PLUMBING - COMPRESSED AIR PLAN PART 'A'

P-113 PLUMBING - COMPRESSED AIR PLAN PART 'B'

P-114 PLUMBING - COMPRESSED AIR PLAN PART 'C'

P-115 PLUMBING - COMPRESSED AIR PLAN PART 'D'

P-116 PLUMBING - COMPRESSED AIR PLAN PART 'F'

P-117 PLUMBING - NATURAL GAS PLAN PART 'A'

P-118 PLUMBING - NATURAL GAS PLAN PART 'B'

SHEET INDEX

SHEET

NUMBER SHEET TITLE

CG312 AIRCRAFT PARKING APRON CROSS SECTIONS

CG313 ACCESS APRON & HANGAR CROSS SECTIONS

CG314 ACCESS APRON & HANGAR CROSS SECTIONS

CG315 ACCESS APRON & HANGAR CROSS SECTIONS

CG316 ACCESS APRON & HANGAR CROSS SECTIONS

CG317 ACCESS APRON & HANGAR CROSS SECTIONS

CG318 ACCESS APRON & HANGAR CROSS SECTIONS

CG401.1 STORM WATER MANAGEMENT POND LAYOUT AND GRADING

PLAN

CG402.1 POND SECTION CUTS

CG403 POND SUBDRAIN DETAILS

CG404 HANGAR ENLARGED GRADING PLAN

CG405 HANGAR ROOF DRAIN PLAN

CG406 HANGAR ROOF DRAIN PLAN

CG407 HANGAR ROOF DRAIN PLAN

CG501 MISCELLANEOUS DRAINAGE DETAILS

CG502 MISCELLANEOUS DRAINAGE DETAILS

CG503 MISCELLANEOUS DRAINAGE DETAILS

CG504 TRENCH DRAIN DETAILS

CG505.1 RIP RAP DETAILS

CG506 CONFLICT MANHOLE STRUCTURE DETAILS

CG601.1 DRAINAGE STRUCTURE TABLES

CG602.1 DRAINAGE STRUCTURE TABLES

CG603.1 DRAINAGE STRUCTURE TABLES

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CU200 UTILITY PROFILES

CU201 SANITARY SEWER STRUCTURE AND PIPE TABLES

CU501 WATER UTILITY DETAILS

CU502 WATER UTILITY DETAILS

CU503 WATER UTILITY DETAILS

CU504 WATER TANK DETAILS

CU505 WATER TANK DETAILS

CU506 WATER AND SEWER UTILITY DETAILS

CU507 SANITARY SEWER DETAILS

CU508 LIFT STATION DETAILS

CU509 LIFT STATION DETAILS

CU510 LIFT STATION DETAILS

CU511 CONTAINMENT TANK AND DIVERTER VALVE DETAILS

CU512 OIL WATER SEPARATOR DETAILS

CU513 OIL WATER SEPARATOR DETAILS

CU600 BID OPTION GAS LINE

CU601 BID OPTION GAS LINE

CU602 BID OPTION GAS LINE

CU603 BID OPTION GAS LINE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS &

ABBREVIATIONS

S-002 COMPONENT AND CLADDING WIND LOADS

S-100 PROJECT REFERENCE PLAN

S-101 FOUNDATION PLAN - AREA A

S-102 FOUNDATION PLAN - AREA B

S-103 FOUNDATION PLAN - AREA C

S-104 FOUNDATION PLAN - AREA D

S-105 FOUNDATION PLAN - AREA F

S-106 SLAB PLAN - AREA A

S-107 SLAB PLAN - AREA B

S-108 SLAB PLAN - AREA C

S-109 SLAB PLAN - AREA D

S-110 SLAB PLAN - AREA F

S-113 ADMINISTRATION ROOF FRAMING PLAN

S-114 FIRE EQUIPMENT ROOM ROOF FRAMING PLANS

S-115 TOP OF DOOR FRAMING PLANS

S-116 BOTTOM CHORD FRAMING PLAN - AREA A

S-117 BOTTOM CHORD FRAMING PLAN - AREA B

S-118 BOTTOM CHORD FRAMING PLAN - AREA C

S-119 BOTTOM CHORD FRAMING PLAN - AREA D

S-121 TOP CHORD FRAMING PLAN - AREA A

S-122 TOP CHORD FRAMING PLAN - AREA B

S-123 TOP CHORD FRAMING PLAN - AREA C

S-124 TOP CHORD FRAMING PLAN - AREA D

S-171 FIRE PUMP ROOM FOUNDATION PLAN

S-172 FIRE PUMP ROOM ROOF PLAN

S-173 FIRE PUMP ROOM SECTIONS

S-174 FIRE PUMP TANK FOUNDATION PLANS

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-204 FRAMING ELEVATIONS

S-205 FRAMING ELEVATIONS

S-206 FRAMING ELEVATIONS

S-207 TRUSS ELEVATIONS

S-208 FRAMING ELEVATIONS

S-209 GIRT FRAMING ELEVATIONS

S-210 GIRT FRAMING ELEVATIONS

S-211 GIRT FRAMING ELEVATIONS

S-212 GIRT FRAMNG ELEVATIONS

S-213 GIRT FRAMING ELEVATIONS

S-214 GIRT FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 FOUNDATION SECTIONS

S-303 FOUNDATION SECTIONS

S-304 FRAMING SECTIONS

S-305 ADMINISTRATION ROOF FRAMING SECTIONS

S-306 GIRT FRAMING SECTIONS

S-307 TRUSS RT1 FRAMING SECTIONS

S-308 TRUSS FRAMING SECTIONS

S-309 TRUSS FRAMING SECTIONS

S-310 HANGAR ROOF ACCESS LADDER SECTIONS AND DETAILS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL MASONRY WALL DETAILS

S-504 TYPICAL STRUCTURAL BASE PLATE DETAILS

S-505 TYPICAL FRAMING DETAILS

S-603 FOOTING SCHEDULES

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

GC001 LOCATION/VICINITY MAP

GC002 PROJECT ABBREVIATIONS SHEET

GC003 LEGEND

GC004 GENERAL NOTES

GC005.1 OVERALL SITE MAP

GC006.1 BID INFORMATION SHEET

GC101.1 PHASE 1 AND AIR TRAFFIC CONTROL PLAN & CONTROL

ACCESS PLAN

GC102.1 PHASE 2 AND AIR TRAFFIC CONTROL PLAN & CONTROL

ACCESS PLAN

GC501 PHASING DETAILS

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

V-103 EXISTING CONDITIONS

V-104 EXISTING CONDITIONS

V-105 EXISTING CONDITIONS

V-106 EXISTING CONDITIONS

V-107 EXISTING CONDITIONS (DELETED)

V-108 EXISTING CONDITIONS (DELETED)

V-109 SURVEY MONUMENTATION

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103.1 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106.1 DEMOLITION PLAN

CD107 DEMOLITION PLAN (DELETED)

CD108 DEMOLITION PLAN (DELETED)

CD501 EXISTING EDGE DRAIN DETAILS

CT101 GEOMETRIC LAYOUT PLAN

CT102 GEOMETRIC LAYOUT PLAN

CT103.1 GEOMETRIC LAYOUT PLAN

CT104 GEOMETRIC LAYOUT PLAN

CT105 GEOMETRIC LAYOUT PLAN

CT106.1 GEOMETRIC LAYOUT PLAN

CT107 GEOMETRIC LAYOUT PLAN (DELETED)

CT108 GEOMETRIC LAYOUT PLAN (DELETED)

CT401 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT402 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT403 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT404 HANGAR APRON CONCRETE JOINT ELEVATION PLAN

CT405 HANGAR APRON CONCRETE JOINT ELEVATION PLAN

CT501 FE-6 SECURITY FENCE DETAILS

CT502 SLIDING GATE DETAIL

CT503 FE-6 DOUBLE SWING GATE

CT504 FARM FENCE DETAILS

CT505 DUMPSTER PAD DETAILS

CT601 ROADWAY CURVE DATA SCHEDULES

CP101 PAVING AND MARKING PLAN

CP102 PAVING AND MARKING PLAN

CP103.1 PAVING AND MARKING PLAN

CP104 PAVING AND MARKING PLAN

CP105 PAVING AND MARKING PLAN

CP301 HANGAR AND ACCESS APRON SECTION CUTS

CP302 HMA ACCESS ROAD DETAILS

CP303 PARKING APRON SECTION CUTS AND TYPICAL SECTIONS

CP304 PARKING APRON SECTION CUT

CP305 HMA ACCESS ROAD DETAILS

CP401 ENLARGEMENT MARKING PLAN AND PAVING LAYOUT PLAN

CP501 PAVEMENT SECTIONS

CP502 DRAINAGE LAYER AND PAVEMENT SECTIONS

CP503 DRAINAGE LAYER AND PAVEMENT SECTIONS

CP504 CONCRETE JOINT STANDARD DETAILS

CP505 AIRFIELD PAVEMENT DETAILS

CP506 MOORING DEVICE AND STATIC GROUND LAYOUT

CP507 MOORING DEVICE AND STATIC GROUND DETAILS

CP508 ROADWAY MARKING DETAILS

CP509 AIRFIELD MARKING DETAILS

CP510 HANGAR ACCESS APRON DETAILS

CP511 JOINT DETAILS

CG101 GRADING PLAN

CG102 GRADING PLAN

CG103.1 GRADING PLAN

CG104 GRADING PLAN

CG105 GRADING PLAN

CG106.1 GRADING PLAN

CG107 GRADING PLAN (DELETED)

CG108 GRADING PLAN (DELETED)

CG201 ACCESS ROAD PROFILE

CG202 HANGAR SERVICE ROAD PROFILE

CG203 TAXILANE CENTERLINE PROFILE

CG204 STORM DRAINAGE PROFILES

CG205 STORM DRAINAGE PROFILES

CG206 STORM DRAINAGE PROFILES

CG207 STORM DRAINAGE PROFILES

CG208.1 STORM DRAINAGE PROFILES

CG209 STORM DRAINAGE PROFILES

CG210 STORM DRAINAGE PROFILES

CG211 STORM DRAINAGE PROFILES

CG212 DITCH PROFILE

CG301 AIRCRAFT PARKING APRON CROSS SECTIONS

CG302 AIRCRAFT PARKING APRON CROSS SECTIONS

CG303 AIRCRAFT PARKING APRON CROSS SECTIONS

CG304 AIRCRAFT PARKING APRON CROSS SECTIONS

CG305 AIRCRAFT PARKING APRON CROSS SECTIONS

CG306 AIRCRAFT PARKING APRON CROSS SECTIONS

CG307 AIRCRAFT PARKING APRON CROSS SECTIONS

CG308 AIRCRAFT PARKING APRON CROSS SECTIONS

CG309 AIRCRAFT PARKING APRON CROSS SECTIONS

CG310 AIRCRAFT PARKING APRON CROSS SECTIONS

CG311 AIRCRAFT PARKING APRON CROSS SECTIONS

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. A R

M Y

C O

R

PS

O F

EN

G

IN

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SI

D

M O

BI

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D

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TR

IC

T

M O

BI

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, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

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BE

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AM

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SA

IN

T

JO

SE

PH

S

TR

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N E

AR

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A

AI

R C

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U

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BU

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D

IN

G

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0R

- M H

Y2

SCALE:

0500' 1000'500

1"=500'

PLAN NORTH

CONTRACTOR'S HAUL ROAD

EXIT HAUL ROAD

ENTRANCE HAUL ROAD

EXISTING RSA HANGAR

PROPOSED STORM

WATER OUTFALL

CONTRACTOR'S

STAGING AREAS

SPOIL AREA

(RSA-072)

LIMITS OF RSA-072

LIMITS OF RSA-072

LIMITS OF RSA-072

LIMITS OF RSA-072

EXISTING PCC

APRON

PROJECT LIMITS

PROJECT LIMITS

EXISTING SOFTWARE

CENTER

NORTH RAMP

BASE OPERATIONS

CONTROL TOWER

SOUTH RAMP

TA

XI

W

AY

G

TA

XI

W

AY

F

TA

XI

W

AY

B

BEARCAT NORTH

RAMP

BEARCAT SOUTH

RAMP

LIMITS OF RSA-282

CONTRACTOR STAGING

OR NON-UXO SPOIL AREA

RSA-072

LOW UXO PROBABILITY AREA

RSA-072

MODERATE/HIGH UXO PROBABILTY AREA

RSA-282

LOW UXO PROBABILTY AREA

OPTIONAL BATCH

PLANT LOCATION

CONTRACTOR ACCESS

ROAD DURING

CONSTRUCTION

SEE GC004 NOTE 11.0

AUXILLARY ACCESS

GATE BID OPTION

WORK

CONTRACTOR TEMP. ACCESS GATE

SEE CT102 & GC004 NOTE 1.0

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

AW

IN

G

AutoCAD SHX Text

AC

AutoCAD SHX Text

VOR

AutoCAD SHX Text T-4895

AutoCAD SHX Text

VOR

AutoCAD SHX Text T-4895

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WATER TOWER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Radar

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OVERLOOK ROAD

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

HALE ROAD

AutoCAD SHX Text

LOCUST ROAD

AutoCAD SHX Text

HACKBERRY ROAD

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

HOMESTEAD ROAD

AutoCAD SHX Text

HALE ROAD

AutoCAD SHX Text

HALE ROAD

AutoCAD SHX Text

ARMY-NASA BOUNDARY

AutoCAD SHX Text

ARMY-NASA BOUNDARY

AutoCAD SHX Text

RIDEOUT ROAD

AutoCAD SHX Text

MARSHALL ROAD NORTH

AutoCAD SHX Text

MORRIS ROAD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text

STP

AutoCAD SHX Text

STP

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

6.00" CI

AutoCAD SHX Text

2.00" GI

AutoCAD SHX Text

2.00" GI

AutoCAD SHX Text W

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

6.00" CI

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text V42-107

AutoCAD SHX Text

6.00" TR

AutoCAD SHX Text V42-102

AutoCAD SHX Text

8.00" TR

AutoCAD SHX Text

6.00" CI

AutoCAD SHX Text 2.00"

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LBS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text C

AutoCAD SHX Text

ABS

AutoCAD SHX Text

ABS

AutoCAD SHX Text

LBS

AutoCAD SHX Text

LBS

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

4ACSR

AutoCAD SHX Text

CBA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CBA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

30" RC

AutoCAD SHX Text

36" RC

AutoCAD SHX Text

15" CM

AutoCAD SHX Text

30" RC

AutoCAD SHX Text

48" RC

AutoCAD SHX Text

24" RC

AutoCAD SHX Text

24" RC

AutoCAD SHX Text

15" RC

AutoCAD SHX Text

SD

AutoCAD SHX Text

18" RC

AutoCAD SHX Text

60" CM

AutoCAD SHX Text

SD

AutoCAD SHX Text

15" CM

AutoCAD SHX Text

24" CM

AutoCAD SHX Text

36" CM

AutoCAD SHX Text

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

AutoCAD SHX Text S-4251

AutoCAD SHX Text

AutoCAD SHX Text

RIDEOUT ROAD

AutoCAD SHX Text

MARSHALL ROAD SOUTH

AutoCAD SHX Text

LABATHE AVE

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

HALE ROAD

AutoCAD SHX Text

LOCUST ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

HALE ROAD

AutoCAD SHX Text

LOCUST ROAD

AutoCAD SHX Text

RUNWAY 17-35

AutoCAD SHX Text

RIDEOUT ROAD

AutoCAD SHX Text

OVERLOOK ROAD

AutoCAD SHX Text

RIDEOUT ROAD

AutoCAD SHX Text

RSA RIDEOUT ROAD GATE 9

AutoCAD SHX Text

FIELD TEST ROAD COURSE

AutoCAD SHX Text

12.00" PVC

AutoCAD SHX Text W

AutoCAD SHX Text Rideout Road

AutoCAD SHX Text

336ACSR

AutoCAD SHX Text

CBA

AutoCAD SHX Text

ABC

AutoCAD SHX Text

ABC

AutoCAD SHX Text

6CU

AutoCAD SHX Text

6CU

AutoCAD SHX Text

4ACSR

AutoCAD SHX Text

4ACSR

AutoCAD SHX Text

CBA

AutoCAD SHX Text

CBA

AutoCAD SHX Text Rideout Road

AutoCAD SHX Text Rideout Road

AutoCAD SHX Text M

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text M

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

8+66.50

-0+21.31 0+00

1+001+12.25

UNK

X X

X X

X

X

G m

G

W

W UNK

4E1C

4E

4E

10"PVC

10"PVC

6"PVC

8"PVC

8"PVC

Gm

UNK

UNK

W

INST

X X

X X

X X

X X

X

X

X X

X

X X

X X

X X

X X

X

WOODED

AREA

GRASS AREA

DIRT AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

T

WOODED

AREA

WOODED

AREA

WOODED

AREA

R

AM

P

GRASS AREA

ASPH

ALT

ASPH

ALT

ASPH

ALT PAR

KIN

G

ASPH

ALT

GRASS AREA

GRASS AREA

GRASS AREA

G R

ASS AR

EA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

A9-13S N1518218.11 E398916.05

A9-13T N1518749.35 E398733.33

EL. 637.72

C

GRASS AREA

GRASS AREA

SDm

SDm

SDm

SDm

SD

m

SD

m

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

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IG

N

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B

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SI

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BM

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D B

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C

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CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

SCALE:

100' 200'1000

1"=100'

PLAN NORTH

TAXIWAY G

TAXIWAY F

TAXIWAY B

PHASE 1

SEE NOTE 2.3

SHEET GC004

BID OPTION NO.1

SEE NOTE 1

NOTE:

1. ALL WORK SHOWN, UNLESS OTHERWISE DELINEATED

AS BID OPTION NO.1, SHALL BE BASE BID. SEE GC004

NOTE 13.

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

AW

IN

G

STOP

1+89.44

C3

C4

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

8+75.42

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

10+25.34

UNK

X X

X X

X

X

G m

G

W

W UNK

4E

4E

10"PVC

10"PVC

6"PVC

8"PVC

8"PVC

Gm

UNK

UNK

W

INST

X X

X X

X X

X X

X

X

X X

X

X X

X X

X X

X X

X

WOODED

AREA

GRASS AREA

DIRT AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

T

WOODED

AREA

WOODED

AREA

WOODED

AREA

R

AM

P

GRASS AREA

ASPH

ALT

ASPH

ALT

ASPH

ALT PAR

KIN

G

ASPH

ALT

GRASS AREA

GRASS AREA

GRASS AREA

G R

ASS AR

EA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

A9-13S N1518218.11 E398916.05

EL. 636.04

A9-13T N1518749.35 E398733.33

EL. 637.72

C

GRASS AREA

GRASS AREA

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

X

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X X

X X

X X

X X

X X

X X

X X

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2 3 4 5 6 7 8 9

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G

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CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

SCALE:

100' 200'1000

1"=100'

PLAN NORTH

W O

R

K AR

EA

W O

R

K AR

EA

PHASE 2

SEE GC102

WORK AREA

PHASE 1B

WORK AREA

PHASE 1A

LOW PROFILE

BARRIER

LOW PROFILE

BARRIER

LOW PROFILE

BARRIER

OPEN TO AIR TRAFFIC

OPEN TO AIR TRAFFIC

TAXIWAY G

TAXIWAY F

TAXIWAY B

TEMPORARY CONSTRUCTION GATE.

PHASE 1

CLOSED TO AIR

TRAFFIC

PHASE 1

SEE NOTE 2.3

SHEET GC004

TEMPORARY

CONSTRUCTION

GATE AND

GUARD HOUSE.

PHASE 1

PHASE 1B

ACCESS TO

PHASE 1B

TEMPORARY CONSTRUCTION ACCESS

ROAD - PHASE 1 SEE NOTE 11 SHEET

GC004

OUTFALL LINE PHASE 1

TEMPORARY CONSTRUCTION

SECURITY FENCE SEE NOTES

SHEET GC004.

TEMPORARY CONSTRUCTION

SECURITY FENCE SEE NOTES

SHEET GC004.

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

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IN

G

UNK

X X

X X

X

X

G m

G

W

W UNK

4E1C

4E

4E

10"PVC

10"PVC

6"PVC

8"PVC

8"PVC

Gm

UNK

UNK

W

INST

X X

X X

X X

X X

X

X

X X

X

X X

X X

X X

X X

X

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AREA

GRASS AREA

DIRT AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

T

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AREA

WOODED

AREA

WOODED

AREA

R

AM

P

GRASS AREA

ASPH

ALT

ASPH

ALT

ASPH

ALT PAR

KIN

G

ASPH

ALT

GRASS AREA

GRASS AREA

GRASS AREA

G R

ASS AR

EA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

A9-13S N1518218.11 E398916.05

A9-13T N1518749.35 E398733.33

EL. 637.72

C

GRASS AREA

GRASS AREA

SDm

SDm

SDm

SDm

SD

m

SD

m

C U x

C U x

C U x

C U x

C U x

C U x

C U x

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PH

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2 3 4 5 6 7 8 9

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D

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G

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0R

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Y2

CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

SCALE:

100' 200'1000

1"=100'

PLAN NORTH

W O

R

K AR

EA

WORK AREA

PHASE 2

SEE GC104

PHASE 1B

OPEN TO AIR TRAFFIC

PHASE 1A

OPEN TO AIR TRAFFIC

LOW PROFILE

BARRIER

CLOSED TO

AIR TRAFFIC

TAXIWAY G

TAXIWAY F

TAXIWAY B

TEMPORARY CONSTRUCTION

GATE

PHASE 1

SEE NOTE 2.3

SHEET GC004

TEMPORARY

CONSTRUCTION

GATE AND

GUARD HOUSE.

PHASE 2

ACCESS TO

PHASE 2

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

AW

IN

G

OUTFALL LINE

PHASE 1

G p

G p

X

X X

X X

X

X X

X X

X X

X X

X X

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W x

G b

G b

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p

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EU p

EU

b

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E p

E p

E p

E p

E p

E p

Ep

Ep

Ep

Ep Ep

Ep

G b

G b

G b

G b

G b

G b

G b

641.41 641.80

641.72

641.46 641.80

24"CMP

IN

V=

5.

IN

V=

5.

IN

V=

8.

IN

V=

9.

IN

V=

9.

E m

E m

E m

H

A

N

G

A

R

4E 4E 4E

4E2C

4E2C

4E2C

IN

V=

8.

4E1C 4E1C

W

W

G b

G b

Gb

W b

W b

W b

W b

W b

W b

Wb

Wb

WbW

INV=651.66

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VC

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C P

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C P

CP

G p

G p

G p

G p

G p

G p

G p

Wp

Wp

Wp

Wp X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

E

GRAVEL ROAD

WOODED AREA

GRASS AREA

GRASS AREA

WOODED

AREA

GRASS AREA

DIRT ROAD

DIRT ROAD GRASS AREA

ASPHALT AREA

CONCRETE AREA

ASPH

ALT C

O N

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AR

EA

A/C

EE T

WOODED

AREA

GRASS AREA

DIRT ROAD

W

GRAVEL

WOODED

AREA

A9-13U N1520892.45 E398835.32

EL. 654.47

G p

G p

Em

Em

Em

E m

E m

E m

E m

Em Em

Em Em Em

Em

SD

m

SD

m

N 1,521,000

E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, N 1,520,850

N 1,520,700

N 1,520,550

N 1,520,400

N 1,520,250

N 1,520,100

N 1,521,000

N 1,520,850

N 1,520,700

N 1,520,550

N 1,520,400

N 1,520,250

N 1,520,100

E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, C U x

C U x

C U

LIM

ITS O

F R

SA-072

CD101

D

EM

O

LI

TI

O

N P

LA

N

J.

L.

L O

N G

KB

K

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP

SCALE:

50' 100'50

1"=50'

PLAN NORTH

KEYED DEMOLITION NOTES:

1 ASPHALT PAVEMENT REMOVAL

2 CONCRETE PAVEMENT REMOVAL

3 CLEARING AND GRUBBING

4 FENCE REMOVAL

5 HYDRANT REMOVAL

6 TREE REMOVAL

7 TREE PROTECTION

8 SUBDRAIN & CLEANOUT REMOVAL

9 HEADWALL REMOVAL

10 STORM INLET TOP REMOVAL

11 PAVEMENT MARKING REMOVAL

12 CONCRETE HEADWALL REMOVAL

13 WATER LINE REMOVAL

14 CAP WATER LINE

15 APRON AREA OR TAXIWAY LIGHTING REMOVAL

16 WATERLINE, ABANDON IN PLACE

17 SINGLE SAWCUT

18 DOUBLE SAWCUT, (SEE CP504)

DEMOLITION NOTES:

1. FOR DETAIL OF EXISTING EDGE SUBDRAIN &

CLEANOUT SEE CD501.

AMENDMENT 0001

AM

EN

D

1, E

D

IT

ED

K

EY

AP

EU

b

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

W p

Wp Wp

Wp

W p

UNK

UNK

UNK

SS

m

X X

X X

X X

X X

X

X X

X

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

Em Em

EUm

Ep Ep

EU

b

EU

b

E p

E p

E p

E p

E p

E p

E p

IN

V.=654.4012"PVC IN

V.=654.42

15"PVC

IN

V=632.81

IN

V=632.91

IN

V=634.23

42"R C

P

E

E

E

PIVPIV

W

SD

E m

E m

E m

E m

E m

E m

E m

Gb

Gb

W b

UNK

UNK

U N K

EU

b

EU

b

EU

b

EUb

W b

Wb

Wb

W b

W b

4E

B

L

D

G

W b

W

UNK

UNK

UNK

W W

UNK

UNK

U N K

W

E

SD

x

W

W

W

W

G b

Gb

G b

G b

G b

G b

G b

G b

G b

Wb

Wb

WW

CP

CP

G b

EUp

EU

p

SS

p

Wp

Wp

Wp

W p

W p

W p

W p

W p

W p

W p

W p

Wp

Wp

Wp

Wp

Wp

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

DIRT AREA

GRASS AREA

GRASS AREA

CONCRETE AREA

C O

N C

R

ETE

AR

EA

WOODED

AREA

WOODED

AREA

LO

C

U

ST R

O

AD

(ASPH

ALT)

ASPH

ALT AR

EA

C O

N C

R

ETE AR

EA

ASPHALT CO

CO

CO

CO

S

WOODED

AREA

Wp

Wp

8"PVC

8"PVC

8"PVC

CO

CO

CO

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

N 1,519,950

N 1,519,800

N 1,519,650

N 1,519,500

N 1,519,350

N 1,519,200

N 1,519,050

N 1,519,950

N 1,519,800

N 1,519,650

N 1,519,500

N 1,519,350

N 1,519,200

N 1,519,050

E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, SDm SDm SDm

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

15 8

TYP.

PROJECT LIMITS

SEE CT SHEETS

FOR COORDINATES

LIM

ITS O

F R

SA-072

CD102

D

EM

O

LI

TI

O

N P

LA

N

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

KEYED DEMOLITION NOTES:

1 ASPHALT PAVEMENT REMOVAL

2 CONCRETE PAVEMENT REMOVAL

3 CLEARING AND GRUBBING

4 FENCE REMOVAL

5 HYDRANT REMOVAL

6 TREE REMOVAL

7 TREE PROTECTION

8 SUBDRAIN & CLEANOUT REMOVAL (SEE CD501)

9 HEADWALL REMOVAL

10 STORM INLET REMOVAL

11 PAVEMENT MARKING REMOVAL

12 CONCRETE HEADWALL REMOVAL

13 WATER LINE REMOVAL

14 CAP WATER LINE AT VALVE.

15 APRON AREA OR TAXIWAY LIGHTING REMOVAL

16 WATERLINE, ABANDON IN PLACE

17 SINGLE SAWCUT

18 DOUBLE SAWCUT, (SEE CP504)

19 STORM DRAIN FILL WITH CONCRETE, ABANDON IN PLACE

20 CAP SUBDRAIN LINE

21 SANITARY SEWER, GAS LINE, AND WATER LINE REMOVAL

DEMOLITION NOTES:

1. FOR DETAIL OF EXISTING EDGE SUBDRAIN &

CLEANOUT SEE CD501.

2. FOR PROJECT LIMITS COORDINATES SEE CT

SHEETS.

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP1

AMENDMENT 0001

AM

EN

D

1, E

D

IT

ED

K

EY

EUb EU b

EUb

SDm

WW

W

SDm

G p

G p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

Em Em E E

Ep Ep Ep Ep Ep E

G m

GmSS p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

E m

Em m

E p

EpE p

E p

E p

E p

E p

E p

E p

INV=610.9624"CMP

INV=610.94INV=612.40

"C

PP

IN

V=638.04

IN

V=638.51

18"C

PP

18"C

PP

15"PVC

IN

V=632.81

INV=608.40

"R

CP

IN

V=632.91

IN

V=633.14

IN

V=634.65

14"R C

P

"R

C P

"R

CP

60"R

C P

24"RCP

INV=615.1624"RCP

42"RCP

42"RCP

"R

C P

INV=632.10

18"RCP

G

W

PIV

W

SD

m

SD

m

E m

E m

E m

E m

E m

E m

SDm

SD

m

SD

m

SD

m

SDm

SDm

SDm

SD

m

SDm

SDm

SDm

EU

b

EU

b

EUb

Wb

W b

W x

4E

4E

BUILDIN

G

INV=605.58

24"CMPINV=612.46 7E5C

7E5C

INV=610.78

8"PVC

NE INV=610.98

SW INV=610.92

SS

m

SS

m

SS

m

SS

m

SS

m

10"PVC

10"PVC

SS

m

SS

m

6"PVC

IN

V=629.77

24"C

PP

Gm

Gm

Gm

W b

W x

W x

W x

SD

m

W

SSm SSm SS10"PVC

10"PVC

SS

m

"P

VC

30"RCP

W W

36"RCP

SD

x

SSm

SSm

10"PVC

8"

PV

C

W

W CU b

CU

G b

G b

G b

G b

G b

CUb

CP

SD

m

Gb

EUp

EU

p

EU

p

EU

p

EU

p

EU

p

EU p

EU

p

EU

p

EU

p

EU p

EU p

EU

p

EU

p

EUp

EU

p

EU

p

EU

p

EU

p

EU

p

EU

p

G p

Gp G p

Gp

Gp

Gp

G

G p

G p

G p

G p

SS

p

SSp

SSp

SSp

SSp

SSp SSp

SS

p

X X

X X

X

X

X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X

X

A/C

A/C A/C

GRASS AREA

GRASS AREA

GRASS AREA

WOODED

AREA

GRAVEL

AREA

CONCRETE

AREA

CO

CO

CO

D

D

D

D

D

D

D

D

S

S

S

SS

S D

IN

V=

0.0

R

AM

P

GRASS AREA

GRASS AREA

ASPH

ALT

ASPH

ALT

ASPH

ALT PAR

KIN

G

ASPH

ALT

LO

C

U

ST R

O

AD

(ASPH

ALT)

D

T

IN

V=615.70

IN

V=614.37 INV=617.03

INV=617.13

GRASS AREA

GRASS AREA

A9-13S N1518218.11 E398916.05

EL. 636.04

A9-13T N1518749.35 E398733.33

EL. 637.72

W p

C

C

CP CP

CP

CP

8"PVC

"R

CP

"R

C P

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

N 1,518,300

N 1,518,150

N 1,518,000

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

N 1,518,300

N 1,518,150

N 1,518,000

E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, xCUxCUxCUxCUxCUxCUx

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

LIMITS OF RSA-072

LIMITS OF RSA-282

18+00

19+00

+00

+66

.43

3+

3+

.4

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+

CD103.1

D

EM

O

LI

TI

O

N P

LA

N

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP

KEYED DEMOLITION NOTES:

1 ASPHALT PAVEMENT REMOVAL

2 CONCRETE PAVEMENT REMOVAL

3 CLEARING AND GRUBBING

4 FENCE REMOVAL

5 HYDRANT REMOVAL

6 TREE REMOVAL

7 TREE PROTECTION

8 SUBDRAIN & CLEANOUT REMOVAL

9 HEADWALL REMOVAL

10 STORM INLET TOP REMOVAL

11 PAVEMENT MARKING REMOVAL

12 CONCRETE HEADWALL REMOVAL

13 WATER LINE REMOVAL

14 CAP WATER LINE

15 APRON AREA OR TAXIWAY LIGHTING REMOVAL

16 WATERLINE, ABANDON IN PLACE

17 SINGLE SAWCUT

18 DOUBLE SAWCUT, (SEE CP504)

3 6

TYP.

DO NOT DISTURB

FENCE

NOTE:

1. FOR PROJECT LIMITS COORDINATES SEE CT SHEETS.

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

AW

IN

W

SD

m

SD

m

W b

W b

W b

SD

m

EU

b

EU

bSD m

SDm

SD

m

SDm

SDm

EU b

IN

V=640.51

IN

V=641.77

IN

V=641.99

INV=640.99INV=641.08

40"R

CP

INV=634.17

18"R C

P

IN

V.=637.83

30"R C

P

IN

V=639.70

SD

m

SD

m

SD

m

24"CPP

18"R C

P

18"R C

P

18"R C

P

18"R C

P

SD

m

SD

m

SD

m

8"C

PP

SD

m

SD

m

SD

m

IN

V=640.30

8"C

PP

SDm

"R

CP

EUb

EUb

EUb

E

W

W

W

W

W

Wb

Wb

EUb

EUb

EUb

EU

SDm

SDm

SDm

SDm

SDm

EU

b

EU

b

EU

b

CP

CP

CP

CP

CP

EU

p

Wp

Wp

Wp

Wp

Wp

W p

W p

W p

W p

W p

W p

W p

W p

W p

INST

ASPHALT AREA

ASPHALT AREA

ASPHALT AREA

D

"R

CP

C O

N C

R

ETE AR

EA

ASPH

ALT AR

EA

CONCRETE AREA

ASPHALT AREA

GRASS AREA

GRASS AREA

GRASS AREA

CONCRETE AREA

C O

N C

R

ETE

ASPH

ALT AR

EA

ASPH

ALT AR

EA

CONCRETE AREA

E

E

CONCRETE AREA

E

GRASS AREA

GRASS AREA

CONCRETE AREA

GRASS AREA

CO

CO

CO

CO

CO

CO

CO

N 1,520,250

N 1,520,100

N 1,519,950

N 1,519,800

N 1,519,650

N 1,519,500

E

9, E

9, E

9, E

9, E

9, E

9, E

0, E

0, E

9, E

9, E

9, E

9, E

9, E

9, E

0, E

0, N 1,520,250

N 1,520,100

N 1,519,950

N 1,519,800

N 1,519,650

N 1,519,500

15'

RETAIN

10'

RETAIN

10'

CD104

D

EM

O

LI

TI

O

N P

LA

N

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

KEYED DEMOLITION NOTES:

1 ASPHALT PAVEMENT REMOVAL

2 CONCRETE PAVEMENT REMOVAL

3 CLEARING AND GRUBBING

4 FENCE REMOVAL

5 HYDRANT REMOVAL

6 TREE REMOVAL

7 TREE PROTECTION

8 SUBDRAIN & CLEANOUT REMOVAL

9 HEADWALL REMOVAL

10 STORM INLET TOP REMOVAL

11 PAVEMENT MARKING REMOVAL

12 CONCRETE HEADWALL REMOVAL

13 WATER LINE REMOVAL

14 CAP WATER LINE

15 APRON AREA OR TAXIWAY LIGHTING REMOVAL

16 WATERLINE, ABANDON IN PLACE

17 SINGLE SAWCUT

18 DOUBLE SAWCUT, (SEE CP504)

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP1

AMENDMENT 0001

AM

EN

D

1, E

D

IT

ED

K

EY

CO

SD

m

SD

m

SD

m

W b

W b

W

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W b

SDm

SDm SDm

SDm

SD

m

SDm

Wb

Wb

Wb

Wb

Wb

EUb

SS

m

645.69

646.05

645.68

644.45

644.38

644.44

644.46

644.46

644.49

644.30

644.23

644.58

644.76

644.75

645.10

645.39 644.53

644.52

644.44

644.72

644.77

644.71

644.77

644.74

644.74

644.76

645.01

645.01

645.01

644.99

645.04

645.05

645.08

645.06

644.99

645.03

644.96

644.37

644.34

644.29

644.28

644.13

644.80

644.54

644.61

644.63

644.61

644.66

644.51

644.51

644.48

645.46

646.08

643.04

643.05

643.11

643.53

643.55

643.93

643.95

644.41

644.66

644.89

645.05

645.32

645.47

645.58

645.59 645.92

645.96

12"CPP

IN

V=638.10

IN

V=638.04

24"C

PP

F.F.ELEV.=645.78

IN

V=638.02

30"R C

P

IN

V=636.50

INV=630.74

40"RCP

36"RCP

36"R C

P

24"R C

P

E

W

W

W

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SD

m

SS

m

SD

m

SD

m

EU b

EU

b

W m

W x

W x

W b

W b

W b

W b

W b

36"R C

P

SDm

"R

CP

30"RCP

8"C

PP

8"C

PP

H

A

N

G

E

R

S

T

O

R

Y

B

R

I C

K

E

T

A

L SS

m

SS

m

SS

m

SS

m

SS

m

SS

m

SS

m

8"PVC

8"PVC

W

W

W

18"C

PP

U N K

8"PVC

8"PVC

36"RCP

RCP

E

EUb

EUb

EUb

EUb

EUb

EUb

EUb

Wm

G G b

SDm

SDm

SDm

SDm

SDm

SDm

SDm

SDm

SDm

SDm

EU

EU

p

EUp

EU

p

EUp

Gp

G p

G p p

SSp

SS

p

SS

p

SS

p

W p13

X X

X X

X

E

CONCRETE AREA

CO

CO

CO

D

D

D

D

DD

S

S

S

S

COS

CONCRETE AREA

ASPHALT AREA

CONCRETE AREA

C O

N C

R

ETE

C O

N C

R

ETE

ASPHALT AREA

ASPH

ALT AR

EA

ASPH

ALT AR

EA

ASPHALT AREA

GRASS AREA

G R

ASS AR

EA

WELL

CO

E

W

ASPHALT AREA

CONCRETE AREA

E

ASPH

ALT AR

EA

C O

N C

R

ETE

GRASS AREA

GRASS AREA

GRASS AREA

WELL

Wp

Wp

6"

PV

C

10"PVC

10"CPP

10"CPP

8"PVC

GRASS AREA

CO

CO

COCO

N 1,519,350

N 1,519,200

N 1,519,050

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

E

9, E

9, E

9, E

9, E

9, E

9, E

0, E

0, E

9, E

9, E

9, E

9, E

9, E

0, E

0, N 1,519,350

N 1,519,200

N 1,519,050

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

SDm SDm

SD

m

SDm

SDm

SDm

SDm

SDm

SDm

SDm

SD

mSD m

SDm

SDm

SDm

SDm

SDm

SDm

SD

SD

m

SD

m

SD

m

SD

m

CO

SD

m

SD

m

SDm

SDm

SDm

CO

6.00'

SD

m

SD

m m

W p

W p

W p

645.69

646.05

645.68

644.46

644.49

644.49

644.30

644.05

644.23

644.58

644.76

644.75

645.10

645.39 644.53

644.75

644.75

644.72

644.77

644.71

645.06

644.99

644.95

IN

V=639.32

IN

V=639.53

12"CPP

IN

V=638.10

IN

V=638.02

INV=639.92

18"RCP

IN

V=638.05

30"R C

P

INV=643.49

IN

V=636.50

24"R C

P

SD

m

SD

m

SDm

SD

m

SD

m

SD

m

W b

W b

W b

Wb

8"C

PP

8"C

PP

C

O N

C R

ETE

10"RCP

COCO

E

9, E

9, SD

m

SDm

SDm

SD

mSD m

CO

CO

SD

m

SD

m

SDm

SDm

CD105

D

EM

O

LI

TI

O

N P

LA

N

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

KEYED DEMOLITION NOTES:

1 ASPHALT PAVEMENT REMOVAL

2 CONCRETE PAVEMENT REMOVAL

3 4" STRIPPING

4 FENCE REMOVAL

5 HYDRANT REMOVAL

6 TREE REMOVAL

7 TREE PROTECTION

8 SUBDRAIN AND CLEANOUT

9 HEADWALL REMOVAL

10 STORM INLET/MANHOLE REMOVAL

11 PAVEMENT MARKING REMOVAL

12 CONCRETE HEADWALL REMOVAL

13 WATER LINE REMOVAL

14 CAP WATER LINE

15 APRON AREA OR TAXIWAY LIGHTING REMOVAL

16 WATER LINE, ABANDON IN PLACE

17 SINGLE SAWCUT

18 DOUBLE SAWCUT, (SEE CP504)

19 STORM DRAIN REMOVAL

20 CONCRETE WALK

21 SANITARY SEWER REMOVAL

NOTES:

1. FOR PROJECT LIMITS COORDINATES SEE CT SHEETS.

CD105

MATCHLINE

INSET A

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP1

AMENDMENT 0001

AM

EN

D

1, E

D

IT

ED

K

EY

M

AP

Em Ep

Em Em

E p

E p

E p

E p

E p

E p

E p

INV=610.96INV=610.94INV=612.40

E m

E m

E m

E m

E m

E m

24"CMPINV=612.46

4E3C

GRASS AREA

LO

C

U

ST R

O

AD

(ASPH

ALT)

4E3C

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

N 1,518,300

N 1,518,150

N 1,518,000

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

N 1,518,300

N 1,518,150

N 1,518,000

E

7, E

7, E

7, E

7, E

7, E

7, E

7, E

7, E

7, E

7, C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

WELL

WELL

FOFOFO

RS 2221

RS 1782

CD106.1

D

EM

O

LI

TI

O

N P

LA

N

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP

KEYED DEMOLITION NOTES:

1 ASPHALT PAVEMENT REMOVAL

2 CONCRETE PAVEMENT REMOVAL

3 CLEARING AND GRUBBING

4 FENCE REMOVAL

5 HYDRANT REMOVAL

6 TREE REMOVAL

7 TREE PROTECTION

8 SUBDRAIN AND CLEANOUT

9 HEADWALL REMOVAL

10 STORM INLET/MANHOLE TOP REMOVAL

11 PAVEMENT MARKING REMOVAL

12 CONCRETE HEADWALL REMOVAL

13 WATER LINE REMOVAL

14 CAP WATER LINE

15 APRON AREA OR TAXIWAY LIGHTING REMOVAL

16 WATER LINE, ABANDON IN PLACE

17 SINGLE SAWCUT

18 DOUBLE SAWCUT, (SEE CP504)

19 STORM DRAIN REMOVAL

20 CONCRETE WALK

FARM FENCE

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C D

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

AW

IN

G

LIMITS OF RSA-072

G p

X

X X

X X

X

X X

X X

X X

X X

X X

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W x

G b

G b

EU

p

Ep Ep Ep Ep Ep Ep

EU p

EU

b

E p

E p

E p

E p

E p

E p

E p

Ep

Ep

Ep

Ep Ep

Ep

G b

G b

G b

G b

G b

G b

G b

641.41 641.80

641.72

641.46 641.80

24"CMP

IN

V=

5.

IN

V=

5.

IN

V=

8.

IN

V=

9.

IN

V=

9.

E m

E m

E m

H

A

N

G

A

R

4E 4E 4E

4E2C

4E2C

4E2C

IN

V=

8.

4E1C 4E1C

W

W

G b

G b

Gb

W b

W b

W b

W b

W b

W b

Wb

Wb

WbW

INV=651.66

"P

VC

"R

C P

"R

C P

CP

G p

G p

G p

G p

G p

G p

G p

Wp

Wp

Wp

Wp X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

E

GRAVEL ROAD

WOODED AREA

GRASS AREA

GRASS AREA

WOODED

AREA

GRASS AREA

DIRT ROAD

DIRT ROAD GRASS AREA

ASPHALT AREA

CONCRETE AREA

ASPH

ALT C

O N

C R

ETE

AR

EA

A/C

EE T

WOODED

AREA

GRASS AREA

DIRT ROAD

W

GRAVEL

WOODED

AREA

A9-13U N1520892.45 E398835.32

EL. 654.47

G p

G p

Em

Em

Em

E m

E m

E m

E m

Em Em

Em Em Em

Em

SD

m

SD

m

N 1,520,100

E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, C U x

C U x

C U

LIM

ITS O

F R

SA-072

CT101

G

EO

M

ET

R

IC

L

AY

O U

T

PL

AN

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

AM

EN

D

1, E

D

IT

ED

K

EY

M

AMENDMENT 0001

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

8+75.42

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

10+25.34

-0+21.31

0+00

1+00 1+12.25

N: 1519228.42 E: 398687.70

EU

b

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

G p

UNK

UNK

UNK

SS

m

X X

X X

X X

X X

X

X X

X

Em Em

EUm

Ep Ep

EU

b

E p

E p

E p

E p

E p

E p

E p

IN

V.=654.4012"PVC IN

V.=654.42

15"PVC

IN

V=632.91

IN

V=634.23

42"R C

P

E

E

E W

E m

E m

E m

E m

E m

E m

E m

Gb

Gb

UNK

UNK

U N K

4E

B

L

D

G

W

UNK

UNK

UNK

UNK

UNK

U N K

E

G b

Gb

G b

G b

G b

G b

G b

G b

G b

CP

CP

G b

EUp

EU

p

SS

p

X X

X X

X X

X X

X X

X X

X X

X X

DIRT AREA

GRASS AREA

GRASS AREA

CONCRETE AREA

C O

N C

R

ETE

AR

EA

WOODED

AREA

WOODED

AREA

LO

C

U

ST R

O

AD

(ASPH

ALT)

ASPHALT

S

8"PVC

8"PVC

8"PVC

E

7, E

8, E

8, E

8, E

8, E

8, E

8, E

9, C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

R 1846.24

R53.75

.0

0'

24.00' 20.00'

25.00' 75.00'

110.00'

57.53'

530.00'

94.66'

N: 1519115.42 E: 398330.12

N: 1519109.23 E: 397891.84

N: 1519213.30 E: 398878.44

EXISTING

JOINT LINE

R53.75

R15.00 R1 0.

R15 .00

R

.0

R25.00

R25.00

PUMP HOUSE

LIFT

STATION

℄ACCESS ROAD

CONNECTOR ROAD

C6

(SEE NOTE 2, TYP.)

C7

N: 1519850.51 E: 398764.53

R2 5.

R25.00

R15.00R2 4.

R24.00

N: 1519188.85 E: 398741.51

WATER

TANKS

N: 1519811.04 E: 398542.48

44.64'

20.00'

20.00

.00

2.0 0'

3.0 0'

.00

N: 1519172.92 E: 398652.27

34.00' 10.00'

21.00' 3.00'

R5 .0

R5 .0

N: 1519379.76 E: 398615.34

20.00' 14.00'

N: 1519451.61 E: 398546.99

N: 1519567.75 E: 398526.26

N: 1519680.99 E: 398565.60

R1 5.

R15.00

R25.00

R25 .00

25.00'

60.00'

73.00'

30.00'

40.00' 12.00'

12.00' 25.00'

32.00' 3.00'

R15.00

R

.0

R5.00

42.64'

R1 5.

C1

C2

C3

C4

C5

HANGAR SERVICE ROAD

NEW SECURITY FENCE

AND GATE

NEW SECURITY FENCE

AND GATE

CART

CONNECTOR

DRIVEAIRFIELD

SHOULDER

TYP.

AIRFIELD

SHOULDER

TYP.

DUMPSTER

PAD

TEMPORARTY

CONSTRUCTION

ACCESS GATE AND

FENCING

R5.00

R5.00

10.64'

10.64'

19.00'

R 5.

N: 1519269.83 E: 398868.24

N: 1519768.13 E: 398591.32

N: 1519791.65 E: 398774.99

N: 1519862.03 E: 398686.94

N: 1519962.53 E: 398516.34

HANGAR

ACCESS

APRON

CONCRETE

WALK

CONCRETE

WALK

20.00'

BOLLARDS 8" DIA. CONCRETE FILLED

FIRE ACCESS ROAD

N: 1519152.35 E: 398143.87

N: 1519146.87 E: 397903.52

N: 1519072.18 E: 397904.29

N: 1519060.51 E: 397947.19

N: 1519176.76 E: 398402.08

N: 1519201.87 E: 398397.86

N: 1519211.65 E: 398456.14

N: 1519302.09 E: 398439.44

N: 1519315.25 E: 398510.74

N: 1519394.12 E: 398500.53

N: 1519403.80 E: 398426.97

N: 1519428.33 E: 398401.82

N: 1519546.43 E: 398391.73

N: 1519572.81 E: 398435.70

N: 1519701.49 E: 398468.11

N: 1519729.46 E: 398435.87

N: 1519790.59 E: 398434.71

N: 1519880.80 E: 398534.30

N: 1519906.64 E: 398601.36

N: 1519879.67 E: 398666.84 N: 1519906.32

E: 398764.70

N: 1519339.68 E: 398865.96

N: 1519181.20 E: 398923.94

N: 1519059.24 E: 398716.33

N: 1519060.76 E: 398656.13

N: 1519058.49 E: 398809.75

N: 1519162.49 E: 398835.33

N: 1519110.71 E: 398841.82

PROJE

CT LI

MITS

PR

O

JE

C

T

LI

M

IT

S

PROJECT LIMITS

PROJECT LIMITS

PR

O

JEC

T LIM

ITS

LIM

ITS O

F R

SA-072

N: 1519958.22 E: 398513.80 N: 1519966.84

E: 398518.87

0+00

1+00

2+00

3+00

4+00

5+00

6+00

6+58.67

ACCESS APRON & HANGAR

CROSS SECTIONS BASELINE

CT102

G

EO

M

ET

R

IC

L

AY

O U

T

PL

AN

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

ACCESS ROAD

NOTES:

1. STORMDRAIN INFORMATION NOT SHOWN FOR CLARITY.

SEE GRADING PLANS.

2. SEE CT601 FOR CURVE TABLES.

CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

AM

EN

D

1, E

D

IT

ED

K

EY

M

EUb EU b

EUb

SDm

WW

W

SDm

G p

G p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

Em Em E E

Ep Ep Ep Ep E E

G m

GmSS p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

E m

Em

Em

E p

EpE p

E p

E p

E p

E p

E p

E p

INV=610.96INV=610.94INV=612.40

"C

PP

IN

V=638.04

IN

V=638.51

18"C

PP

18"C

PP

15"PVC

IN

V=632.81

INV=608.40

"R

CP

IN

V=632.91

IN

V=633.14

IN

V=634.65

14"R C

P

"R

C P

"R

CP

60"R

C P

24"RCP

INV=615.1624"RCP

42"RCP

42"RCP

"R

C P

INV=632.10

18"RCP

G

W

PIV

W

SD

m

SD

m

E m

E m

E m

E m

E m

E m

SDm

SD

m

SD

m

SD

m

SDm

SDm

SDm

SD

m

SDm

SDm

SDm

EU

b

EU

b

EUb

Wb

W b

W x

4E

4E

BUILDIN

G

INV=605.58

24"CMPINV=612.46 7E5C

7E5C

INV=610.78

8"PVC

NE INV=610.98

SW INV=610.92

SS

m

SS

m

SS

m

SS

m

SS

m

10"PVC

10"PVC

SS

m

SS

m

6"PVC

IN

V=629.77

24"C

PP

Gm

Gm

Gm

W b

W x

W x

W x

SD

m

W

SSm SSm SS10"PVC

10"PVC

SS

m

"P

VC

30"RCP

W W

36"RCP

SD

x

SSm

SSm

10"PVC

8"

PV

C

W

W CU b

CU

G b

G b

G b

G b

G b

CUb

CP

SD

m

Gb

EUp

EU

p

EU

p

EU

p

EU

p

EU

p

EU p

EU

p

EU

p

EU

p

EU p

EU p

EU

p

EU

p

EUp

EU

p

EU

p

EU

p

EU

p

EU

p

EU

p

G p

Gp G p

Gp

Gp

Gp

G

G p

G p

G p

G p

SS

p

SSp

SSp

SSp

SS

SSp SSp

SS

p

X X

X X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

A/C

A/C A/C

GRASS AREA

GRASS AREA

GRASS AREA

WOODED

AREA

GRAVEL

AREA

CONCRETE

AREA

CO

CO

CO

D

D

D

D

D

D

D

D

S

S

S

SS

S D

IN

V=

0.0

R

AM

P

GRASS AREA

GRASS AREA

ASPH

ALT

ASPH

ALT

ASPH

ALT PAR

KIN

G

ASPH

ALT

LO

C

U

ST R

O

AD

(ASPH

ALT)

D

T

IN

V=615.70

IN

V=614.37 INV=617.03

INV=617.13

GRASS AREA

GRASS AREA

A9-13S N1518218.11 E398916.05

EL. 636.04

A9-13T N1518749.35 E398733.33

EL. 637.72

W p

C

C

CP CP

CP

CP

8"PVC

"R

CP

"R

C P xCUxCUxCUxCUxCUxCUx

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

C U x

24.00

N: 1518945.354 E: 398248.925

N: 1518710.250 E: 398061.612

N: 1518632.357 E: 398329.211

N: 1518750.155 E: 398769.419

N: 1518730.447 E: 398772.825

N: 1518692.750 E: 398435.775

N: 1518669.621 E: 398419.299

N: 1518956.800 E: 398330.301

N: 1518973.780 E: 398369.443

N: 1518971.992 E: 398390.003

LIMITS OF RSA-072

LIMITS OF RSA-282

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PR

O

JE

C

T

LI

M

IT

S

PR

O

JE

C

T

LI

M

IT

S

PR

O

JE

C

T

LI

M

IT

S

N: 1519002.363 E: 398774.801

N: 1518679.870 E: 397935.985

1+89.44 -0+21.3118+00

19+00

+00

+66

.43

CB

3+

3+

.4

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSD

STR-42

STR-21

STR-41

287 L.F. 36" RCP

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+

RIP RAP AREA TO BLEND TO EXISTING ARMORED CHANNELS

N: 1518603.311 E: 398141.435

N: 1518496.456 E: 398229.194

N: 1518460.182 E: 398168.621

N: 1518097.548 E: 398436.124

N: 1518088.366 E: 398420.532

633632631630629628627626625

STORM WATER MANAGEMENT

POND BOTTOM

EL. 625.00

634.496

SPILLWAY

EL. 632

PROJECT LIMITS

N: 1518606.500 E: 398020.991

N: 1518563.457 E: 398031.271

N: 1518548.937 E: 398134.385

N: 1518533.284 E: 398055.551

N: 1518138.297 E: 398441.051

N: 1518106.719 E: 398374.300

CT103.1

G

EO

M

ET

R

IC

L

AY

O U

T

PL

AN

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

SCALE:

50' 100'50

1"=50'

PLAN NORTH

FOR LAYOUT OF STORM WATER

MANAGEMENT POND SEE SHEET

CG401

AMENDMENT 0001

AM

EN

D

1, R

EP

LA

C

ED

D R

AW

W

SD

m

SD

m

W b

W b

W b

SD

m

EU

b

EU

bSD m

SDm

SD

m

SDm

SDm

W p

IN

V=640.51

IN

V=641.77

IN

V=641.99

INV=640.99INV=641.08

40"R

CP

INV=634.17

18"R C

P

IN

V.=637.83

30"R C

P

IN

V=639.70

W b

SD

m

SD

m

SD

m

24"CPP

18"R C

P

18"R C

P

18"R C

P

18"R C

P

SD

m

SD

m

SD

m

8"C

PP

SD

m

SD

m

SD

m

IN

V=640.30

8"C

PP

SDm

"R

CP

EUb

EUb

EUb

E

W

W

W

W

W

Wb

Wb

Wb

EUb

EUb

EUb

SDm

SDm

SDm

SDm

SDm

EU

b

EU

b

CP

CP

CP

CP

CP

EU

p

Wp

Wp

Wp

Wp

Wp

Wp

W p

W p

W p

W p

W p

W p

W p

W p

W p

INST

CONCRETE AREA

ASPHALT AREA

C O

N C

R

ETE AR

EA

ASPHALT AREA

ASPHALT AREA

D

"R

CP

C O

N C

R

ETE AR

EA

ASPH

ALT AR

EA

CONCRETE AREA

ASPHALT AREA

GRASS AREA

GRASS AREA

GRASS AREA

CONCRETE AREA

C O

N C

R

ETE

ASPH

ALT AR

EA

ASPH

ALT AR

EA

CONCRETE AREA

E

CONCRETE AREA

E

GRASS AREA

GRASS AREA

GRASS AREA

CO

CO

CO

CO

CO

CO

CO

N 1,520,250

N 1,520,100

N 1,519,950

N 1,519,800

N 1,519,650

N 1,519,500

E

9, E

9, E

9, E

9, E

9, E

9, E

0, E

0, E

9, E

9, E

9, E

9, E

9, E

9, E

0, E

0, N 1,520,250

N 1,520,100

N 1,519,950

N 1,519,800

N 1,519,650

N 1,519,500

LIM

ITS O

F R

SA-072 CT104

G

EO

M

ET

R

IC

L

AY

O U

T

PL

AN

J.

L.

L O

N G

S.

W

. T U

R N

ER

J.

L.

L O

N G

P.

O

C O

N N

O R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T

M O

BI

LE

, A

LA

BA

M

A C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

SA

IN

T

JO

SE

PH

S

TR

EE

T

R

ED

ST

O

N E

AR

SE

N

AL

, A

LA

BA

M

A

AI

R C

R

AF

T

AN

D F

LI

G

H T

EQ

U

IP

M

EN

T

BU

IL

D

IN

G

JU

N E

W

0R

- M H

Y2

SCALE:

50' 100'50

1"=50'

PLAN NORTH

CT101

CT102

CT103

CT104

CT105

CT106

KEY MAP

AM

EN

D

1, E

D

IT

ED

K

EY

M

-0+21.31

1+00 1+12.25

N: 1518394.492 E: 399821.922

N: 1518828.647 E: 399495.317

56.50

153.50 60.00

25.00 25.00 125.00

150.00

537.33

C

EN

TER

LIN

E O F R

U N

W

AY 35-17

484.59

381.75

31.67

R100.00

R1

.0

R100.00

R125.00

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

25.00

CO

Wb

Wb

Wb

G p

G p

G p

G p

G p p

W p

W p

W p

W p

W p

W p

W p

W p

W p

W p

SS

m

SS

m

W p

F.F.ELEV.=645.78

SS

m

Wb

W b

W b

W b

H

A

N

G

E

R

S

T

O

R

Y

B

R

I

E

T

A

L SS

m

SS

m

SS

m

SS

m

SS

m

SS

m

SS

m

8"PVC

8"PVC

W

W

W W

SSm

W

G b

G b

G b

G b

G b

G b

CP

EUp

EU

p

EU

p

EU

p p

EUp

EU

p

EU

p

EUp

EU p

EU

p

EU

p

Gp

G p

G p

G p

G p

G p

G p

SSp

SSp

SSp

SS

p

SS

p

SS

p

SS

p

SS

p

W p13

A/C A/C

CONCRETE AREA

CO

CO

CO

CO

CO

CO

CO

S

S

S

S

S

COS

CONCRETE AREA

ASPHALT AREA

CONCRETE AREA

C O

N C

R

ETE

C O

N C

R

ETE

ASPHALT AREA

ASPH

ALT AR

EA

ASPHALT AREA

GRASS AREA

G R

ASS AR

EA

WELL

CO

W

ASPHALT AREA

CONCRETE AREA

CONCRETE AREA

GRASS AREA

WELL

CP CP

CP

CP

CO

N 1,519,350

N 1,519,200

N 1,519,050

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

E

9, E

9, E

9, E

9, E

9, E

9, E

0, E

0, E

9, E

9, E

9, E

9, E

9, E

0, E

0, N 1,519,350

N 1,519,200

N 1,519,050

N 1,518,900

N 1,518,750

N 1,518,600

N 1,518,450

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

8+66.50

N: 1519176.300 E: 399420.768

N: 1519165.271 E: 399359.152

N: 1519100.837 E: 399434.197

CONCRETE TRENCH

DRAIN SEE CG504

PCC APRON

16.00

N: 1519017.869 E: 399139.469

N: 1519123.505 E: 399120.958

N: 1518344.501 E: 399614.063

N: 1518362.292 E: 399712.818

N: 1518374.448 E: 399710.635

CART

CONNECTOR

DRIVE

CONCRTE DITCH

SEE DETAILS CG502

CONCRTE DITCH

SEE DETAILS CG502

R

SA-072 BO

U N

D

AR

Y

1+

2+

3+

4+

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

15+19.32

S

S

S

S

S

S

D

S

S

S

S

S

S

S

CO

S

CO

CB

S

S

N: 1518645.3924 E: 399733.9220

STA: 13+43.22

N: 1519207.008 E: 400005.152

STA: 10+73.08

N: 1519109.717 E: 399778.997

STA: 5+22.82

N: 1518570.604 E: 399869.734

STA: 2+29.02

N: 1518561.574 E: 400133.757

CONCRETE TRENCH

DRAIN SEE CG504

AIRFIELD SHOULDER

HMA TAXILANE &

APRON

STA. 0+00.00

N: 1518913.706 E: 399685.984

N: 1518645.392 E: 399733.922

N: 1518805.140 E: 399585.808

N: 1518976.346 E: 399418.208

N: 1518950.155 E: 399422.872

STA: 8+66.50

N: 1519247.459 E: 399669.521

N: 1519120.058 E: 399915.492

N: 1519072.636 E: 399890.354

N: 1519201.802 E: 400060.358

N: 1519235.558 E: 400057.212

N: 1519287.462 E: 399837.040

N: 1518867.936 E: 400035.348

N: 1518592.277 E: 399938.275

N: 1518573.687 E: 400185.563

N: 1518445.221 E: 400013.070

N: 1518415.429 E: 399994.972

N: 1518366.430 E: 399722.222

N: 1518354.289 E: 399724.223

N: 1519020.801 E: 399160.049

N: 1519012.820 E: 399115.404

N: 1519128.060 E: 399204.202

N: 1519139.171 E:…

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