3. 19-035903_VTD Upgrades-100%Type B Drawings_240402_REV.pdf

Oklahoma City, Oklahoma 73169FAA-MMC: VOR/TACAN/DME (VTD) UPGRADES

SHEET INDEX

GENERAL

G000 COVER SHEET / INDEX

G001 LOCATION PLAN

G002 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

CIVIL EXHIBITS

C100 GENERAL NOTES

C200 SURVEY

C300 DEMOLITION & EROSION CONTROL PLAN

C400 SITE PLAN

C401 UTILITY PLAN

C500 GRADING PLAN

C600 DETAILS

ARCHITECTURAL

D201 DEMOLITION FLOOR PLAN

D202 DEMOLITION ROOF PLAN

A201 FLOOR PLAN

A202 REFLECTED CEILING PLAN

A203 ROOF PLAN

A204 ENLARGED CANOPY PLANS AND DETAILS

A205 PLAN DETAILS

A301 WALL SECTIONS AND DETAILS

A302 ROOF DETAILS

A303 ENLARGED DETAILS

A401 DOOR & WINDOW ELEVATIONS & DETAILS

A402 PARTIAL BUILDING ELEVATIONS

STRUCTURAL

S.000 GENERAL NOTES

S.001 ENLARGED CANOPY FOUNDATION PLAN & DETAILS

S.101 ENLARGED CANOPY FOUNDATION PLAN AND DETAILS

S.201 ENLARGED CANOPY FRAMING PLAN AND DETAILS

MECHANICAL

M001 MECHANICAL LEGEND, SYMBOLS, AND NOTES

M002 MECHANICAL SCHEDULES

M003 MECHANICAL SCHEDULES

M100 MECHANICAL DEMOLITION PLAN - HVAC

100% Type "B" Design - Issued For Construction Contract # 6973GH-21-D-00044 Work Order # 2019-035909

Structural Engineers:MEP Engineers:Civil Engineers:

www.SA.Studio

8101 S. MacArthur Blvd.

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

Fire Protection Engineer:

MECHANICAL (CONTINUED)

M101 MECHANICAL DEMOLITION PLAN - ROOF

M102 MECHANICAL DEMOLITION PLAN -PIPING

M103 ENLARGED MECHANICAL DEMOLITION PLANS

M200 MECHANICAL PLAN - HVAC

M201 MECHANICAL PLAN - ROOF

M202 MECHANICAL PLAN - CHW, HW, & REFRIGERANT PIPING

M203 ENLARGED MECHANICAL PLANS

M300 MECHANICAL SECTIONS

M400 MECHANICAL DETAILS

M401 MECHANICAL PIPING DIAGRAM AND DETAILS HEATING WATER

SYSTEM

M402 MECHANICAL PIPING DIAGRAM AND DETAILS CHILLED WATER

SYSTEM

M500 MECHANICAL CONTROLS LEGEND OF SYMBOLS, ABBREVIATIONS

AND SCHEDULES

M501 MECHANICAL CONTROLS - FIRST FLOOR PLAN

M502 MECHANICAL CONTROLS - ROOF PLAN

M503 MECHANICAL CONTROLS - VAV AIR HANDLING UNIT

M504 MECHANICAL CONTROLS AIR TERMINAL UNITS AND EXHAUST

FANS

M505 MECHANICAL CONTROL - HEATING WATER SYSTEM

M506 MECHANICAL CONTROL - CHILLED WATER SYSTEM

ELECTRICAL

E.100 SINGLE-LINE DIAGRAM

E.201 EXTERIOR LIGHTING DEMOLITION PLAN

E.202 ELECTRICAL DEMOLITION PLAN

E.203 LIGHTING DEMOLITION PLAN - FIRST FLOOR

E.204 LIGHTING DEMOLITION PLAN UPPER LEVELS

E.301 LIGHTING PLAN EXTERIOR

E.302 ELECTRICAL POWER PLAN

E.303 LIGHTING PLAN -FIRST FLOOR

E.304 LIGHTING PLAN - UPPER LEVELS

E.401 LIGHTING CONTROL SCHEME PLAN - FIRST FLOOR

E.501 LIGHTING SCHEDULE AND DETAIL

FIRE PROTECTION

FA-1 FIRE ALARM PLAN - DEMOLITION

FA-2 FIRE ALARM PLAN - NEW

FA-3 FIRE ALARM PLAN - RISER & MATRIX

FA-4 FIRE ALARM PLAN - TESTING

02/08/2024

SPECIAL

CIVIL INSTITUTE

1 SCALE: NOT TO SCALE

LOCATION PLAN

NORTH

SCREENING

FACILITY.

BADGE AND

PASSES

LOCATION NOTES:

1. ALL CONSTRUCTION VEHICLES MUST GO

THROUGH THE CONSTRUCTION GATE AT THE

SCREENING FACILITY BEFORE THEY ARE

ABLE TO ENTER THE MMAC CAMPUS.

2. THE REAL ID ENFORCEMENT IS SCHEDULED

TO GO INTO EFFECT IN OKLAHOMA ON MAY 7,

2025. ALL CONTRACTORS AND

SUB-CONTRACTORS WHO DO NOT HAVE A

FAA BADGE WILL BE REQUIRED TO HAVE

VALID/ACCEPTABLE IDENTIFICATION TO

ENTER THE MMAC CAMPUS.

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

63G001 2

VTD GUARD SHACK (220).

ALL CONSTRUCTION

TRAFFIC ENTERS THRU THIS

GATE.

PROJECT

LOCATION

PROPOSED AREA FOR

CONTRACTOR STAGING.

CONTRACTOR TO COORDINATE

WITH FAA AND BUILDING USER

FINAL LOCATION AND LAYOUT

CAUTION

NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

THE LOCATION AND ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

AND MEASUREMENTS TAKEN IN THE FIELD.

THE INFORMATION IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. THE CONTRACTOR

MUST CALL THE LOCAL UTILITY LOCATION CENTER

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

GENERAL:

OKIE:

SURVEY:

GEOTECHNICAL:

SITE WORK AND GRADING:

ALL DISTURBED EARTH SURFACES WHICH ARE NOT PAVED OR BUILDING PADS SHALL

BE LANDSCAPED OR REVEGETATED WITH A TEMPORARY COVER, DEPENDING ON THE

PLANTING SEASON, AS OUTLINED BELOW.

PRIOR TO SEEDING, NEEDED EROSION CONTROL PRACTICES SHALL BE INSTALLED.

THE SUBGRADE SHALL BE LOOSENED EVENLY TO A DEPTH OF 2 TO 3 INCHES AND

10-20-10 FERTILIZER (10 LBS. PER 1000 SQ. FT. OR 450 LBS. PER ACRE) SHALL

BE MIXED WITH THE LOOSENED SOIL BY DISKING OR OTHER SUITABLE MEANS.

SOIL SHALL BE TESTED AND LIME TREATED IF REQUIRED BY TESTING FIRM.

SEEDS MAY BE DRILLED OR BROADCAST UNIFORMLY.

SEEDING IMPLEMENTS SHOULD BE USED AT RIGHT ANGLES TO THE SLOPE TO

MINIMIZE EROSION.

MULCH SHALL BE USED ON ALL SLOPES GREATER THAN 5 PERCENT OR AS NEEDED.

THE AREA SHALL BE WATERED DAILY OR AS OFTEN AS NECESSARY TO MAINTAIN

ADEQUATE SOIL MOISTURE UNTIL THE PLANTS EXCEED 1 INCH IN HEIGHT.

THE CONTRACTOR SHALL KEEP ON SITE A CURRENT SET OF THE APPROVED

CONSTRUCTION WORKING DRAWINGS AT ALL TIMES. THE CONTRACTOR SHALL

MARK (IN RED INK) ALL APPROVED CHANGES INCURRED FOLLOWING PUBLIC WORKS

DEPARTMENT APPROVAL OF THE INITIAL DRAWINGS. THESE CHANGES MAY BE

INITIATED FROM FIELD CONDITIONS OR CHANGES MADE BY THE DESIGN

ENGINEER OR THE PUBLIC WORKS ENGINEER. EXCEPT FOR MINOR FIELD

ADJUSTMENTS, ALL CHANGES SHALL BE REVIEWED AND AGREED TO BY THE

DESIGN ENGINEER AND THE PUBLIC WORKS ENGINEER PRIOR TO FINAL APPROVAL

OF THE PROJECT. THE CONTRACTOR SHALL SUBMIT THE WORKING DRAWINGS TO

THE ENGINEER OF RECORD (DESIGN ENGINEER) AFTER FINAL INSPECTION OF

PROJECT TO SERVE AS A BASIS FOR DEVELOPMENT OF FINAL AS-BUILT RECORD

DRAWINGS.

EROSION CONTROL NOTES:

TEMPORARY EROSION CONTROL:

AS-BUILTS:

PERMANENT EROSION CONTROL PRACTICES:

ANNUAL RYEGRASS

ELBON RYE

WHEAT

OATS

SORGHUMS

SUDAN GRASS

PLANT TYPE

PER

ACRE

40 LBS.

2 BU.

2 BU.

3 BU.

60 LBS.

60 LBS.

PER 1000

SQ. FT.

0.9 LBS.

3.0 LBS.

3.0 LBS.

2.5 LBS.

1.4 LBS.

1.4 LBS.

PLANTING

DATE

DEPTH OF

SEEDING

09/05-11/30 08/15-11/30 08/15-11/30 08/15-11/30 03/01-09/15 04/01-09/15

4 INCH

2 INCH

2 INCH

2 INCH

2 INCH

2 INCH

BERMUDA GRASS SOLID SLAB SOD OR SEEDING SHALL BE USED ON THIS PROJECT

IN ALL DISTURBED AREAS.

LAWN AREAS SHALL BE FERTILIZED ACCORDING TO TIME OF INSTALLATION

MAY 1 - AUGUST 31: APPLY 16-8-8 FERTILIZER AT A

RATE OF SIX (6) POUNDS PER 1000 SQ FT TO LAWN AREAS

SEPTEMBER 1 - APRIL 30: APPLY 10-20-10 FERTILIZER

AT A RATE OF TEN (10) POUNDS PER 1000 SQ FT TO LAWN AREAS

SOIL SHALL BE LOOSENED EVENLY TO A DEPTH OF 2 TO 3 INCHES AND FERTILIZER

SHALL BE MIXED WITH THE LOOSENED SURFACE SOIL BY DISKING OR OTHER

SUITABLE MEANS.

SOIL SHALL BE TESTED FOR pH AND SHALL BE TREATED WITH LIME AS REQUIRED.

THE AREA SHALL BE WATERED DAILY OR AS OFTEN AS NECESSARY TO MAINTAIN

ADEQUATE SOIL MOISTURE UNTIL FINAL ACCEPTANCE OR ONE MONTH.

SODDED AND SEEDED AREAS SHALL BE PREPARED AND PLACED IN ACCORDANCE WITH

CITY OF OKLAHOMA CITY STANDARDS AND SPECIFICATIONS. SEED SLOPES LESS THAN 5%.

SOD SLOPES BETWEEN 5% AND 4:1. STAKE SOD ON SLOPES GREATER THAN 4:1.

LAND DISTURBANCE PERMIT AND STORMWATER CONSTRUCTION PERMIT SHALL BE OBTAINED

FROM THE CITY OF OKLAHOMA CITY PUBLIC WORKS DEPARTMENT, STORMWATER DIVISION.

ALL EROSION CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE

STORMWATER POLLUTION PREVENTION PLAN AND CITY OF OKLAHOMA CITY STANDARDS AND

SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED

CONSTRUCTION ENTRANCE, AND FOR CLEANING OF VEHICLE WHEELS IN ACCORDANCE

WITH THE CITY OF OKLAHOMA CITY STANDARDS AND SPECIFICATIONS.

SILT FENCES: PLACEMENT OF SILT FENCES SHALL BE AS SHOWN ON THE

DEMOLITION & EROSION CONTROL PLAN. FENCING WHICH BECOMES DAMAGED SHALL

BE REPLACED PROMPTLY. DEPOSITS OF SILT WHICH BUILD UP BEHIND DIKES MAY

BE DISKED INTO THE SITE BEFORE PLACEMENT OF TEMPORARY COVER. AFTER

TEMPORARY COVER IS PLACED OR AFTER LANDSCAPING COMMENCES, SILT SHALL

BE REMOVED AND DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER.

CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE

WITH ROADS,STREETS,WALKS AND OTHER ADJACENT OCCUPIED OR USED

FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER

OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES

HAVING JURISDICTION. STREETS AND ROADWAYS SHALL BE THOROUGHLY

CLEANED AND/OR SWEPT ON A DAILY BASIS OR MORE FREQUENTLY AS

REQUIRED BY THE GOVERNING AUTHORITY. RESTORE DAMAGED IMPROVEMENTS

TO ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION.

THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES IN ACCORDANCE

WITH LOCAL AUTHORITIES.

ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES

AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS

A RESULT OF CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE

SPECIFICATIONS.

UNLESS SPECIFIED OTHERWISE, ALL MATERIAL AND WORKMANSHIP SHALL BE

IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY STANDARDS, OKLAHOMA DEPARTMENT

OF ENVIRONMENTAL QUALITY STANDARDS AND OKLAHOMA DEPARTMENT OF

TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND/OR THE

APPROPRIATE LOCAL AUTHORITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES,

LICENSES, LICENSE FEES, AND TAP FEES, ETC.

ALL ELEVATIONS IN PAVED AREAS ARE TOP OF FINISHED PAVEMENT UNLESS

OTHERWISE NOTED.

RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH

THE PROVISIONS OF THE APPROPRIATE UTILITY COMPANY AND/OR REGULATORY

AGENCY. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM ENGINEER

BEFORE ANY UTILITY RELOCATION.

NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR

INTERPRETATION.

ALL CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT

AGENCIES IN WRITING OF THE INTENT TO EXCAVATE NO LESS THAN 72 HOURS

PRIOR TO SUCH EXCAVATION (EXCLUSIVE OF SATURDAYS, SUNDAYS AND HOLIDAYS)

AND CALL "OKIE" AT 1-800-522-6543.

EXISTING UTILITY LOCATIONS SHOWN SHALL BE FIELD VERIFIED BY

CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES

ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON ACTUAL FIELD

LOCATIONS OF VISIBLE STRUCTURES AND PLAN COMPUTATIONS.

ALL FEATURES OF THIS PROJECT INCLUDING, BUT NOT LIMITED TO, SIDEWALKS

AND CURB RAMPS SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES, AND THE INTERIM FINAL RULES FOR PUBLIC

RIGHT-OF-WAY, PUBLISHED IN THE FEDERAL REGISTER, SEPTEMBER 2010.

WHERE SPATIAL LIMITATIONS OR EXISTING FEATURES WITHIN THE LIMITS OF

THE PROJECT PREVENT FULL COMPLIANCE WITH THIS ACT, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE ENGINEER UPON DISCOVERY OF SUCH FEATURES.

THE CONTRACTOR SHALL NOT PROCEED WITH ANY ASPECT OF THE WORK WHICH

IS NOT IN FULL COMPLIANCE WITH THE ADA WITHOUT PRIOR, WRITTEN

PERMISSION FROM THE ENGINEER. ANY WORK WHICH IS NOT PERFORMED WITHIN

THE GUIDELINES OF THE ADA, FOR WHICH THE CONTRACTOR DOES NOT HAVE

WRITTEN APPROVAL, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

CROSS SLOPES FOR SIDEWALKS SHALL NOT EXCEED 1:50

RAMP SLOPES SHALL NOT EXCEED 1:12

GRADES EXCEEDING 5% WILL BE TREATED AS A RAMP SLOPE

FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN 0.1 FEET ABOVE OR

BELOW ESTABLISHED FINISHED SUBGRADE ELEVATIONS AND ALL GROUND

SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED ELEVATIONS. FINISHED

DITCHES SHALL BE GRADED TO ALLOW FOR PROPER DRAINAGE WITHOUT PONDING

AND IN A MANNER THAT WILL MINIMIZE EROSION.

EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY

LEMKE LAND SURVEYING SURVEYING, DATED AUGUST 4, 2021.

NONE PROVIDED

LEGEND

PROPOSED GRADE ELEVATIONG

TOP OF BANK ELEVATIONTBK

TOE OF BANK ELEVATIONTOE

LINEAR FEETL.F.

BACK OF CURB ELEVATIONBC

FINISHED FLOOR ELEVATIONFF/FFE

SIDEWALK ELEVATIONS/W

RIGHT OF WAY

EDGE OF CONCRETE ELEVATIONEC

EXISTINGEX./EXIST.

R/W

SQUARE FEETS.F.

TOP OF GRATE ELEVATIONTG

TOP OF PAVEMENT ELEVATIONTP

TOP OF RIM ELEVATIONTR

TOP OF STEP ELEVATIONTS

TOP OF WALL ELEVATIONTW

NOT A PARTN.A.P.

UTILITY EASEMENTU/E

TOP OF BANK/DIKE

TOE OF BANK/DIKE

GRADE BREAKLINE

CUT/FILL EXTENTS-TIE TO EXISTING

EXISTING STORM (DRAIN) PIPE

PROPOSED STORM (DRAIN) PIPE

EXISTING MAJOR CONTOUR (5 FT INT.)

EXISTING MINOR CONTOUR (1 FT INT.)

PROPOSED MAJOR CONTOUR (5 FT INT.)

PROPOSED MINOR CONTOUR (1 FT INT.)

SD

SD

EXISTING GRAVEL

PROPOSED GRAVEL

EXISTING ASPHALT

SF SILT FENCE

POWER POLE

GUY ANCHOR

COMMUNICATIONS PEDESTALC

ELECTRIC BOX

ELECTRIC TRANSFORMER

LIGHT POLE

EB

XFMR

BENCHMARK

GM GAS METER

SIGN

TREE

FIRE HYDRANT

WATER METER

WATER VALVE

S

SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

FIRE DEPARTMENT CONNECTION

> > > FLOWLINE

CIVIL SHEET INDEX:

C100 GENERAL NOTES

C200 SURVEY

C300 DEMOLITION & EROSION CONTROL PLAN

C400 SITE PLAN

C401 UTILITY PLAN

C500 GRADING PLAN

C600 DETAILS

OKLAHOMA COUNTY

OKLAHOMA

THE CITY OF OKLAHOMA CITY

PUBLIC WORKS DEPARTMENT

ENGINEERING

420 W. MAIN STREET,SEVENTH FLOOR

OKLAHOMA CITY,OKLAHOMA

405-297-2581

405-297-2117 FAX

STORMWATER

GAS AND ELECTRIC

THE CITY OF OKLAHOMA CITY

PUBLIC WORKS DEPARTMENT

DEVELOPMENT CENTER

420 W. MAIN STREET,EIGHTH FLOOR

OKLAHOMA CITY,OKLAHOMA

405-297-3835

405-297-1651 FAX

BUILDING PERMITS AND INSPECTIONS

THE CITY OF OKLAHOMA CITY

PUBLIC WORKS DEPARTMENT

SUBDIVISION AND ZONING

420 W. MAIN STREET,EIGHTH FLOOR

OKLAHOMA CITY,OKLAHOMA

405-297-2623

ZONING

OKLAHOMA CITY AIRPORT TRUST (OCAT)

7100 TERMINAL DRIVE,

3RD FLOOR TERMINAL BUILDING, ROOM 301,

OKLAHOMA CITY, OKLAHOMA.

405-316-3266

NOTE COORDINATE ALL UTILITIES THROUGH

OKLAHOMA CITY AIRPORT TRUST-MMAC

OKLAHOMA CITY AIRPORT TRUST (OCAT)

7100 TERMINAL DRIVE,

3RD FLOOR TERMINAL BUILDING, ROOM 301

OKLAHOMA CITY, OKLAHOMA.

405-316-3266

BEFORE YOU DIG CALL OCAT FOR

UTILITY LOCATE AT FAA-MMAC

SURVEY CONTROL

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

OFF-SITE SURVEY CONTROL

100 140033.90 2081274.84 1275.06 #4 BAR W/LEMKE CAP

101 139360.62 2081264.05 1269.96 #4 BAR W/LEMKE CAP

ON-SITE SURVEY CONTROL

102 141754.33 2080376.96 1286.46 #4 BAR W/LEMKE CAP

103 142074.22 2080633.63 1283.25 #4 BAR W/LEMKE CAP

HORIZONTAL AND VERTICAL DATUM BASED ON OKLAHOMA CITY SURVEY CONTROL

HORIZONTAL DATUM: NAD83 (2011), OKLAHOMA STATE PLANE, NORTH ZONE

VERTICAL DATUM: NAVD88

WATER

OKLAHOMA CITY AIRPORT TRUST (OCAT)

7100 TERMINAL DRIVE,

3RD FLOOR TERMINAL BUILDING, ROOM 301,

OKLAHOMA CITY, OKLAHOMA.

405-316-3266

SANITARY SEWER

OKLAHOMA CITY AIRPORT TRUST (OCAT)

7100 TERMINAL DRIVE,

3RD FLOOR TERMINAL BUILDING, ROOM 301,

OKLAHOMA CITY, OKLAHOMA.

405-316-3266 exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

THIS SHEET WAS PRODUCED FOR THE CONVENIENCE OF

THE CONTRACTOR. IT IS INTENDED FOR GENERAL SURVEY

INFORMATION ONLY. WALLACE DESIGN COLLECTIVE HAS

NOT CONFIRMED ITS ACCURACY. SURVEY INFORMATION

WAS REPRODUCED BY ELECTRONIC TRANSFER FROM THE

SURVEYOR. ORIGINAL SURVEY DRAWINGS AVAILABLE

UPON REQUEST FROM THE SURVEYOR.

REMOVE RIPRAP

APRON TYP.

SIDEWALK REMOVAL TO

NEAREST PAVING JOINT TYP.

CONC. WASHOUT

CONTRACTOR SHALL RELOCATE

AS NEEDED THROUGHOUT

CONSTRUCTION

RE: 6/C.600

REMOVE EX.

STORM DRAINS

RE: C500

87 12 86 12

83 12

-2.49% -2

.5 5%

-3.06%

-4.27%

-3 .2

5%

-2.73%

-2.39%

12831282

12821283

12831283

ROCK CHECK DAMN

TYP. RE: 7/C600

SILT FENCE TYP.

FLUSH/CLEAN

STORM DRAIN

FLUSH/CLEAN

STORM DRAIN

REMOVE EX. STORM

DRAIN

RE: C500

12.29'

4.67'

REMOVE AND REPLACE 4'

WIDE PAVEMENT TO

CONSTRUCT PROPOSED GAS

LINE IMPROVEMENTS

REMOVE EX.

LANDSCAPING AREA

REMOVE EX.

LANDSCAPING AREA

REMOVE AND RELOCATE

EX. LIGHT TO CONSTRUCT

PROP. CANOPY

REMOVE AND RELOCATE

EX. LIGHT TO CONSTRUCT

PROP. CANOPY

100'

100'

EX. GAS VALVE

CONTRACTOR SHALL PROTECT

THROUGHOUT CONSTRUCTION

EX. GAS LINE

CONTRACTOR SHALL PROTECT

THROUGHOUT CONSTRUCTION

EX. WATER LINE

CONTRACTOR SHALL PROTECT

THROUGHOUT CONSTRUCTION

7.5' min.

7.5' min.

100'X100' STAGING AREA SHOWN

DASHED

CONTRACTOR SHALL DETERMINE

FINAL SIZE REQUIRED FOR EQUIPMENT

AND MATERIAL STAGING AND

COORDINATE WITH FAA PRIOR TO

CONSTRUCTION

RE: C500 FOR GRADING OF THIS AREA

INSTALL CURB PROTECTION AT ENTRANCE TO

STAGING AREA

CURB AND GUTTER SHALL BE REPLACED IF

DAMAGED DURING CONSTRUCTION

CITY OF OKLAHOMA CITY 2-FT

CONTOUR DATA SHOWN AT

STAGING AREA

CONTRACTOR SHALL FIELD

VERIFY ELEVATIONS PRIOR TO

DISTURBANCE

128812

128512

84 12

CAUTION

NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

THE LOCATION AND ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

AND MEASUREMENTS TAKEN IN THE FIELD.

THE INFORMATION IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. THE CONTRACTOR

MUST CALL THE LOCAL UTILITY LOCATION CENTER

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

GENERAL DEMOLITION NOTES

1. ALL CONCRETE AND ASPHALT NOTED FOR REMOVAL SHALL BE SAW CUT FULL

DEPTH AND REMOVED OFF SITE.

2. CONTRACTOR SHALL PROTECT ALL SURVEY CONTROL POINTS.

3. CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS OFF SITE.

4. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING,

TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED

OF OFF SITE. ALL COST SHALL BE INCLUDED IN BASE BID.

5. WITH PRIOR APPROVAL, CONTRACTOR MAY ESTABLISH AN ON-SITE STAGING

AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING STAGING AREA

TO ITS ORIGINAL CONDITION. SECURITY OF STAGING AREA SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

6. ON-SITE VEGETATION SHALL BE PROTECTED AS NOTED. IN DESIGNATED

PROTECTION AREAS WHERE THE CONTRACTOR DOES NOT PROTECT

VEGETATION AS NOTED, CONTRACTOR SHALL RESTORE VEGETATION TO

EXISTING CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER, TO THE

SATISFACTION OF THE ARCHITECT.

7. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND UTILITY FEATURES NOT

BEING REMOVED INCLUDING, BUT NOT LIMITED TO, MANHOLES, VALVES, AND

INLETS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING

CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR

OR REPLACE THE EXISTING STRUCTURE AS NECESSARY.

8. TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE, WHERE

CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 14 DAYS

SHALL BE STABILIZED IMMEDIATELY WITH TEMPORARY SEED AND MULCH PER

SPECIFICATIONS ON THE GENERAL NOTES AND STORMWATER POLLUTION

PREVENTION PLAN.

9. CONTRACTOR SHALL ENSURE CONSTRUCTION SITE HAS POSITIVE DRAINAGE

THROUGHOUT THE DURATION OF CONSTRUCTION.

0 10 2020

1" = 20'

LEGEND

REMOVE EX. SIDEWALK TO NEAREST PAVING JOINT

SILT FENCE (RE: 1/C600)

STRIP SOD AND RE-GRADE (RE: C500)

ROCK CHECK DAM (RE: 2/C600)

REMOVE RIPRAP APRON AND DISPOSE OFF-SITE

FLOW ARROW

REMOVE AND REPLACE CONCRETE PAVEMENT

AND CURB & GUTTER (RE: 9/C600)

OKLAHOMA CITY AIRPORT TRUST (OCAT)

7100 TERMINAL DRIVE,

3RD FLOOR TERMINAL BUILDING, ROOM 301

OKLAHOMA CITY, OKLAHOMA.

405-316-3266

BEFORE YOU DIG CALL OCAT FOR

UTILITY LOCATE AT FAA-MMAC

TRICKLE CHANNEL TYP.

RE: 7/C600

SIDEWALK DRAIN TYP.

RE: 5/C600

RIPRAP APRON TYP.

RE: 6/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

N: 141,776.15 E: 2,080,672.41

N: 141,855.40 E: 2,080,678.04

N: 142,011.24 E: 2,080,683.02

N: 142,088.87 E: 2,080,688.86

CONCRETE SLOPE

END TREATMENT

RE: 8/C600

2'

2'

N: 141,928.28 E: 2,080,345.84

N: 141,973.07 E: 2,080,353.92

N: 142,042.76 E: 2,080,423.21

N: 142,049.91 E: 2,080,469.73

N: 141,808.12 E: 2,080,467.04

N: 141,816.38 E: 2,080,512.36

CONCRETE APRON

TYP. RE: 4/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

CONSTRUCT

CONCRETE FLUME

RE: 10/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

CONSTRUCT TRICKLE CHANNEL

IN FL OF EXISTING SWALE

RE: 7/C600

PROP. GENERATOR

RE: MEP

RE: C401

RELOCATED

LIGHT POLE

RELOCATED

LIGHT POLE

PROPOSED CANOPY

RE: ARCH & STRUCT

CAUTION

NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

THE LOCATION AND ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

AND MEASUREMENTS TAKEN IN THE FIELD.

THE INFORMATION IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. THE CONTRACTOR

MUST CALL THE LOCAL UTILITY LOCATION CENTER

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

0 10 2020

1" = 20'

1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL MUNICIPAL REGULATIONS

AND CODES, WHICHEVER IS MORE STRINGENT.

2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H.A. STANDARDS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT

NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS &

POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH

GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY

SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.

4. ALL DIMENSIONS AND COORDINATES ARE FROM BACK OF CURB UNLESS

SHOWN OTHERWISE..

5. BUILDING COORDINATES ARE TO OUTSIDE FACE OF WALL.

GENERAL NOTES

LEGEND

CONCRETE SIDEWALK

BERMUDA SOD

RIPRAP

CONCRETE PAVEMENT

2'

2' VERTICAL CLEARANCE

AT UTILITY CROSSING

TAP EX. 3" GAS MAIN

COORDINATE WITH FAA

AND OCAT PRIOR TO

CONSTRUCTION

GENERATOR

RE: MEP

CONTRACTOR SHALL FIELD

VERIFY ALL EXIST. UTILITIES

INSIDE MECHANICAL

COURTYARD AND PROVIDE 2'

MIN. VERTICAL CLEARANCE

AT ALL UTILITY CROSSINGS

RELOCATED

LIGHT POLE

RE: ELECTRICAL

RELOCATED

LIGHT POLE

RE: ELECTRICAL

2" GAS LINE

PROVIDE SHUT-OFF VALVE AND

NATURAL GAS PRESSURE REGULATOR

4,000 CFH, 40 PSIG TO 11 IN WG.

PROVIDE DIELECTRIC FITTING AND

3-INCH ABOVE-GROUND PAINTED STEEL

PIPE FROM REGULATOR TO

GENERATOR CONNECTION

CAUTION

NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

THE LOCATION AND ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

AND MEASUREMENTS TAKEN IN THE FIELD.

THE INFORMATION IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. THE CONTRACTOR

MUST CALL THE LOCAL UTILITY LOCATION CENTER

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

0 10 2020

1" = 20'

1. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN ACCORDANCE

WITH FEDERAL OSHA REGULATIONS.

2. PRIOR TO CONSTRUCTION, LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY

CONTRACTOR WITH THE PROPER UTILITY COMPANY PROVIDING SERVICE.

3. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS BEFORE

CONNECTING TO ANY EXISTING LINE IN ACCORDANCE WITH LOCAL

REQUIREMENTS.

4. CONTRACTOR IS TO COORDINATE WITH ALL UTILITY COMPANIES FOR

INSTALLATION REQUIREMENTS AND SPECIFICATIONS.

5. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF

THE LOCAL AUTHORITIES REGARDING TO MATERIALS AND INSTALLATION OF

THE WATER AND SEWER LINES.

6. TERMINATE SERVICE PIPING 5' FROM BUILDING WALL UNTIL BUILDING PIPING

SYSTEMS ARE INSTALLED. TERMINATE PIPING WITH VALVE AND CAP PLUG OR

FLANGE AS REQUIRED FOR PIPING MATERIAL. MAKE CONNECTIONS TO

BUILDING PIPING SYSTEMS WHEN THOSE SYSTEMS ARE INSTALLED.

7. ALL PIPING SHALL BE INSTALLED WITH A MINIMUM OF 48" OF COVER, UNLESS

NOTED OTHERWISE.

8. UTILITY TRENCH DETAIL RE: C-700.

9. REFER TO MEP PLANS FOR CONTINUATION OF UTILITIES AT BUILDING.

10. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF PUBLIC WATER AND

SANITARY SEWER LINES AT PROPOSED TAP LOCATIONS

10. REFER TO PLUMBING AND/OR FIRE PROTECTION SHEETS FOR FIRE LINE LEAD-IN

LOCATION AND DETAIL.

11. CONSTRUCT CLAY TRENCH PLUG THAT EXTENDS AT LEAST 5 FEET OUT FROM

THE FACE OF THE BUILDING EXTERIOR. THE PLUG MATERIAL SHALL CONSIST

OF CLAY COMPACTED AT A WATER CONTENT AT OR ABOVE THE SOILS OPTIMUM

WATER CONTENT. THE CLAY FILL SHALL BE PLACED TO COMPLETELY

SURROUND THE UTILITY LINE AND BE COMPACTED TO AT LEAST 95% STANDARD

PROCTOR DENSITY.

PROPOSED SANITARY SEWER

PROPOSED WATER LINE

PROPOSED COMMUNICATION LINE

PROPOSED ELECTRIC LINE

GENERAL NOTES

LEGEND

PROPERTY LINE

TC 12

.17

TP 12

.67

12811282

1282 1281

1286 1285 1284

12841285

8" FL PER AS-BUILTS 1281.25

PROP. 8" FL 1281.40

EX. 8" FL 1281.23

EX. 8" FL 1281.32

PROP. 8" FL 1281.85

co co

EX. 8" FL 1282.13

PROP. 8" FL 1281.75

EX. 8" FL 1282.44

TC 12

.07

TP 12

.57

TC 12

.05

TP 12

.55

TC 12

.00

TP 12

.50

TC 12

.03

TP 12

.53

TC 12

.08

TP 12

.58

FL 1

4.8

5FL 1

4.7

FL 1

4.7

FL 1

4.7

FL 1

4.8

FL 1

4.8

FL 1

4.7

1283 1282

1281CONSTRUCT 8" PVC STORM

SEWER AT 1.6% SLOPE

8" AS-BUILT FL 1283.00

CONTRACTOR SHALL FIELD

VERIFY FLOW LINE

CONSTRUCT 8" PVC STORM

SEWER AT 1.2% SLOPE

8" AS-BUILT FL 1282.75

CONTRACTOR SHALL

LOCATE AND FIELD VERIFY

FLOW LINES AT EXISTING

CLEAN OUTS

FL 1280.09

FL 1280.98

FL 1280.89

TP 1280.94

TP 1281.28

FL 1280.89

TP 1281.39

TP 1281.63

TP 1282.12

TP 1281.43

FL 1280.70

FL 1281.31

FL 1281.37

TP 1282.63 TP 1282.61

TP 1281.86FL 1281.57

FL 1281.76

TP 1281.88

FL 1282.12

TP 1282.13

TP 1282.83

TP 1282.84

TP 1282.35

FL 1282.06

FL 1282.22

FL 1282.43

FL 1282.85

TP 1284.05

FL 1282.88

TP 1284.22

FL 1282.91

TP 1284.74

TP 1282.85

TP 1282.80

FL 1282.74

TP 1284.24

FL 1282.29

FL 1281.81

TP 1281.89

TP 1282.87

TP 1282.38

FL 1281.70

TP 1281.96

FL 1281.50

FL 1

1.0

FL 1281.42

TP 1281.67

TP 1281.79

TP 1282.18

TP 1282.52

TP 1281.79

TP 1282.18

FG 1282.10

FG 1282.10

FL 1281.15

FL 1280.82

FG 1280.49

FL 1280.29

EG 1280.65

TP 1282.13

TP 1282.09

ME 1282.61

ME 1282.92

ME 1283.07

ME 1283.28

ME 1283.58

ME 1283.47

ME 1283.62

ME 1283.48

ME 1283.62

ME 1282.87

ME 1283.12

ME 1283.00

ME 1282.82

ME 1282.71

ME 1282.78

FL 1281.01

EG 1279.98

EG 1281.34

EG 1280.97

ME 1282.82

FL 1281.95

EXTENTS OF

GRADING (TYP.)

PROP. TRICKLE

CHANNEL AT 0.4% MIN.

PROP. TRICKLE

CHANNEL AT 0.4% MIN.

PROP. TRICKLE

CHANNEL AT 0.4% MIN.

ENSURE POSITIVE

DRAINAGE TO TRICKLE

CHANNEL TYP.

SEE NOTE 9 FOR

PERIMETER

GRADING TYP.

SEE NOTE 9 FOR

PERIMETER

GRADING TYP.

ENSURE POSITIVE

DRAINAGE TO TRICKLE

CHANNEL TYP.

EG 85.15

FG 85.15

EG 85

.45

FG 85

.19

EG 85

.16

FG 85

.16

EG 85

.17

FG 85

.17

EG 85

.24

FG 85

.19

EG 84

.82

FG 84

.82

FG 84.95

EG 85

.15

FG 85

.15

EG 85

.14

FG 85

.14

EG 85

.15

FG 85

.15

EG 85

.17

FG 85

.17

FG 84.95

EG 85

.32

FG 85

.18

EG 84

.76

FG 84

.76

EG 84

.79

FG 84

.79

EG 85

.39

FG 85

.19

EG 85

.10

FG 85

.10

EG 85.19

FG 85.15

EG 85

.29

FG 85

.19

FG 84.95

4" STORM SEWER TO

COLLECT CANOPY

DOWNSPOUT

RE: 11/C600

4" STORM SEWER TO

COLLECT CANOPY

DOWNSPOUT

RE: 11/C600

TP 12

.90

TP 12

.03

ENSURE POSITIVE

DRAINAGE TO TRICKLE

CHANNEL

ENSURE POSITIVE

DRAINAGE TO TRICKLE

CHANNEL

ENSURE POSITIVE

DRAINAGE TO TRICKLE

CHANNEL

EX. GAS VALVE

CONTRACTOR SHALL PROTECT

THROUGHOUT CONSTRUCTION

EX. GAS LINE

CONTRACTOR SHALL PROTECT

THROUGHOUT CONSTRUCTION

EX. WATER LINE

CONTRACTOR SHALL PROTECT

THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL TRANSPORT AND SPREAD SPOILS

IN 100'X100' AREA SHOWN ON PLANS

ALL DISTURBED AREA SHALL BE SEEDED FOR

PERMANENT STABILIZATION

FINISHED GRADES ARE SHOWN FOR REFERENCE ONLY

TO ENSURE POSITIVE DRAINAGE OF AREA FOR +/- 240

CY OF SPOILS

CONTRACTOR SHALL COORDINATE WITH ENGINEER OF

RECORD PRIOR TO CONSTRUCTION WITH ESTIMATED

VOLUME OF SPOILS FOR PROJECT TO DETERMINE

FINAL GRADING OF AREA

100'

0'

FG 12

.97

FG 12

.52

FG 12

.07

FG 12

.61

FG 12

.15

FG 12

.53

FG 12

.77

FG 12

.47

FG 12

.99

FG 12

.52

FG 12

.88

FG 12

.86

FG 12

.83

FG 12

.29

FG 12

.76

FG 12

.24

SLOPE 3:1 TO

EXISTING GRADE TYP.

AT SPOILS AREA.

1283 12

CITY OF OKLAHOMA CITY 2-FT

CONTOUR DATA SHOWN AT

SPOILS AREA

CONTRACTOR SHALL FIELD

VERIFY ELEVATIONS PRIOR TO

DISTURBANCE

128312

12861286

85 128212

128812

128612

CAUTION

NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

THE LOCATION AND ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

AND MEASUREMENTS TAKEN IN THE FIELD.

THE INFORMATION IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. THE CONTRACTOR

MUST CALL THE LOCAL UTILITY LOCATION CENTER

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

0 10 2020

1" = 20'

1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES

HAVE BEEN INSTALLED & INSPECTED AND APPROVED BY LOCAL AUTHORITIES.

2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE

NOTED.

3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS

AND STRUCTURES FOR ALL GRASSED AND PAVED AREAS.

4. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES

AND BE CONSTRUCTED TO THE SAME.

5. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ACCESS ROADS AND SHALL

MAINTAIN POSITIVE DRAINAGE OF ENTIRE SITE THROUGHOUT CONSTRUCTION

AND AVOID PONDING OR RUTTING. TEMPORARY DEWATERING, INCLUDING

PUMPING, MAY BE REQUIRED AND SHALL BE INCLUDED IN THE SCOPE OF

WORK.

6. ALL SIDEWALKS AND RAMPS TO HAVE MAXIMUM LONGITUDINAL SLOPE OF 5%

AND MAXIMUM CROSS SLOPE OF 2%.

7. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS

NEEDED, AND EXISTING PIPES ARE TO BE CLEANED OUT TO REMOVE ALL SILT

AND DEBRIS.

8. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING

CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR

OR REPLACE THE EXISTING STRUCTURE AS NECESSARY.

9. ALL FINISHED GRADE SHALL BE MINIMUM 1' BELOW WEEPS. ENSURE COVER

ABOVE EXISTING PERIMETER INSULATION.

GENERAL GRADING NOTES

SURVEY CONTROL

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

OFF-SITE SURVEY CONTROL

100 140033.90 2081274.84 1275.06 #4 BAR W/LEMKE CAP

101 139360.62 2081264.05 1269.96 #4 BAR W/LEMKE CAP

ON-SITE SURVEY CONTROL

102 141754.33 2080376.96 1286.46 #4 BAR W/LEMKE CAP

103 142074.22 2080633.63 1283.25 #4 BAR W/LEMKE CAP

HORIZONTAL AND VERTICAL DATUM BASED ON OKLAHOMA CITY SURVEY CONTROL

HORIZONTAL DATUM: NAD83 (2011), OKLAHOMA STATE PLANE, NORTH ZONE

VERTICAL DATUM: NAVD88

1200 EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXTENTS OF GRADING

OKLAHOMA CITY AIRPORT TRUST (OCAT)

7100 TERMINAL DRIVE,

3RD FLOOR TERMINAL BUILDING, ROOM 301

OKLAHOMA CITY, OKLAHOMA.

405-316-3266

BEFORE YOU DIG CALL OCAT FOR

UTILITY LOCATE AT FAA-MMAC

LEGEND

EXISTING GRADE

FINISHED GRADE

FLOWLINE

FINISHED FLOOR ELEVATION

MATCH EXISTING

TOP OF CURB

TOP OF PAVEMENT

TOP OF SIDEWALK

EG

FG

FL

ME

TC

TP

TS

FFE

GUTTER LINEGL

6" 4"

SCALE: NTS

SIDEWALK DRAIN

2" PREFORMED

EXPANSION JOINT

SIDEWALK REMOVE TO

NEAREST PAVING JOINT

8" GALV STEEL CHECKERED

PLATE ACROSS SIDEWALK

2" x 3" GALV SCREWS SEE

NOTE 1

#3 @ 18" OC EW

6" TYPE "A"

AGG BASE

SUBGRADE AT 90% MIN

DENSITY

NOTES:

1. INSTALL COUNTERSUNK SCREWS IN LEADWOOD MASONRY

ANCHORS AT 24" OC.

6" 8"

6" 2" CLR

4" 2' 4"

SCALE: NTS SCALE: NTS7

GALV AFTER

FORMING

CONCRETE SLOPE END TREATMENT8 SCALE: NTS

D

SECTION

PLAN VIEW

MESH SIZE: 0.3" x 0.3" GAUGE: 0.063 x 0.063 4"

4" 1' -6

1'

-6

D

TOWARDS DITCH/SLOPE

OF LATERAL WITH OPEN END

PRESS FIT INTO OUTLET END

RODENT SCREEN

#4 BARS AS SHOWN

AT MIDPOINT

WWF 6 x 6-W1.4 x W1.4

2'-0"

2'-0"

4"

1' -6

6"

D M

IN

D

/4

PROTECT EX. 8"

STORM SEWER

EX. FLUME SERVING

PARKING LOT

4" 3500 PSI

CONCRETE PAD

CONCRETE

TRICKLE CHANNEL

RE: PLAN FOR

TOP OF APRON

5'

TY

P.

SCALE: NTS

FLUME CONCRETE APRON4

SECTION A-A

CONCRETE

TRICKLE CHANNEL

4" 3500 PSI

CONCRETE PAD

SCALE: NTS

PAVEMENT REPAIR9

TIE BAR

SAW CUT THICKNESS

T+2" (8" MIN.)

SAW CUT

COMPACT SUBGRADE TO 95%

STANDARD PROCTOR DENSITY

REMOVE EXISTING CONCRETE PAVING, SAW CUT SHOULD BE INCLUDED IN

PRICE.

TIE BARS TO BE 1" DIA. DEFORMED BARS (1 14" DIA. FOR PAVEMENT 8"THICK

AND GREATER) 18" LENGTH AND SPACED AT 18" CENTERS. ANCHORED WITH

EPOXY.

FOR TRANSVERSE JOINTS, USE SMOOTH BARS WITH SAME DIMENSIONS AS

SHOWN ABOVE. ONLY ONE END ANCHORED WITH EPOXY.

CONCRETE PANEL TO BE DOUBLE SAWED 6" APART TO PROTECT THE

PAVEMENT EDGE DURING EXCAVATION.

T

6"

EXISTING PAVEMENT THICKNESS PER ASBUILTS = 6"

CONTRACTOR SHALL FIELD VERIFY PAVMENT THICKNESS.

PROTECT EX. 8"

STORM SEWER

EX. FLUME

SERVING

PARKING LOT

4" 3500 PSI

CONCRETE PAD

CONCRETE

TRICKLE CHANNEL

RE: PLAN FOR

TOP OF APRON

CONCRETE SLOPED

END TREATMENT

RE: 2/THIS SHEET

A A

1.

M

IN

WITH STORM DRAIN TYPICAL OUTLET

PA

R

KI

N

G L

O T

FLUME CURBCURB

APRON UP TO

PARKING LOT CURB

@ FLUME SLOPE

6"

8"APRON TO MATCH

FLUME FL

M.E. 6'-4" M.E.

M .E

PLAN VIEW

6" 6"

8" 6'-4" 8"

SECTION

SCALE: NTS

CONCRETE FLUME10

R M.E.R M .E

2"

1' -8

1'

-0

4"

6" 1'-0"6"

WELDED WIRE

MESH

#4 X 3'-8" @ 10" O.C.

#4 CONTINUOUS

SECTION

2'-0"

1"

2-0"

4"

TOP OF SOD

MIN. 1" ABOVE

CONCRETE

UNDISTURBED SOIL

OR ENGINEERED FILL

GRADE VARIES

(3 HORIZ:1 VERT

MAX)

NOTE: 3' CURTAIN WALL @

EACH END, 100' MAX INTERVAL,

& AS SHOWN ON PLANS

TRICKLE CHANNEL TO BE

SCORED 1" DEEP @ 10' C/C

4"

A A

SECTION

END VIEW CURTAIN WALL

WELDED WIRE

MESH

CURTAIN WALL THICKENED EDGE

DRAIN PIPE

COMPACTED SUBGRADE

RE: SPECS

5'

TY

P.

COMPACTED SUBGRADE

RE: SPECS

exp date 06/30/23

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

RIP RAP APRON

3'

SECTION A-A

COMPACT TO 95%

STANDARD PROCTOR

NON-WOVEN

FILTER FABRIC

NOTE:

TURN DOWN RIPRAP ALL

AROUND OUTSIDE

PERIMETER OF RIPRAP

PLAN

12'

SE

C

A

SE

C A3.

D50 = 12"

SCALE: NTS

DOWNSPOUT TO CURB OPENING CONNECTION

DOWNSPOUT

RE: ARCH

REDUCER

CAST IRON HUB

45° ELBOW

6" CAST IRON CURB

OPENING NEENAH

R-3262-2 OR EQUAL

NORTH

SCALE: 1/8"=1'-0"

DEMOLITION FLOOR PLAN1

VEST.

LOBBY

100A

INSTRUCTOR

BREAKOUT

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CBT

PARTS

PARTS

TELE

CLASSROOM

CLASSROOM

MAINT.

CLASSROOM

117A

EQUIP.

PARTS

ALARM

COPY RM

PARTS

JAN

108107

MAIL

CLASSROOM

CLASSROOM

TELE.

CBT

PARTS

123JAN

PARTS

CLASSROOM

CLASSROOM

MECHANICAL

FAN ROOM

ELECT. ROOM

MEN

VEST

DME LAB

132A

ANTENNA LAB

140A

REPL. TACAN

VEST

WOMEN

VORTAC LAB

109A

VEST

MEN

VOR/DME LAB

112/118

VEST

WOMEN

GPS LAB

LORAN C/

ANTENNA LAB

VOR

VENDING

VEST

LOBBY

LOUNGE

ROOF ACCESS

PARTS

128B

102B

PARTS PARTS

PARTS

121B

ESTABLISHED

2nd GEN.

FIRE

ELECT.

141A

142A

143A

144A

1 2 3 4 5 6 8 9

E

J

H

G

F

D

C

B

A

1 2 3 4 5 6 7 8 9

E

J

H

G

F

D

C

B

A

5.74.3

4.3 5.7

E.7

D.3

E.7

D.3

8.4

8.41.6

1.6

H.4 H.4

A.6A.6

C.3

F.7 F.7

C.3

3.3 6.7

3.3 6.7

D.4

E.5

10 11 127

11 1210

6 6

6 6

EXISTING CMU WALL

1000kVA

PADMOUNT

XFRMR

JUNCTION

CABINET

1. REMOVE EXTERIOR CURTAIN WALL SYSTEM - REFER TO SHEET

A.201 FOR INFORMATION ON NEW WINDOW AND WALL.

2. MODIFY DOOR FRAMES FOR INSTALLATION OF CONCEALED

WIRING TO LIGHT SWITCH ON MULLION - RE: SHEET E3.03. PATCH

FRAME AND RE-PAINT TO MATCH EXISTING

3. REMOVE FOR REPLACEMENT OF EXTERIOR DOUBLE DOORS.

STORE EXISTING HARDWARE FOR RE- USE.

4. REMOVE PEELING WALL PAINT. PREP FOR PRIME, AND PAINT

ENTIRE WALL.

5. REPAIR BY REPLACEMENT OF METAL PANEL GASKET.

6. REMOVE EXISTING EJ SEALANT AND PREP FOR NEW SEALANT

7. CHILLERS AND CONCRETE PAD REMOVED BY SEPARATE

CONTRACT.

8. REMOVE EXISTING GENERATOR, FUEL TANK, AND PAD AND

ASSOCIATED CONNECTIONS AND PREP FOR NEW CONDUITS

INDICATED ON SHEET E302.

XPLAN DEMOLITION NOTES:

1. REFER TO SHEET A202 FOR ADDITIONAL DEMOLITION INFORMATION

AT ROOF FOR REPLACEMENT OF DAMAGED/STAINED CEILING

PANELS.

2. REFER TO SHEET A202 FOR LOCATION OF EXISTING SKYLIGHTS TO

BE REPLACED.

SHEET NOTES:

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

01 5/24/23 ADD-001: CHILLER PADS AND FENCE REMOVAL

ROOF DEMOLITION PLAN1

ACCESS

PLATFORM

EXISTING ACCESS

LADDER UP TO HATCH

ON CONTERPOISE.

EXISTING

TACAN

ANTENNA

EXISTING

TACAN

ANTENNA

LINE OF COUNTERPOISE ABOVE

EXISTING

VENT

LINE OF COUNTERPOISE ABOVE

LINE OF COUNTERPOISE ABOVE

1. REMOVE EXISTING PARAPET CAP, TYPICAL FOR ALL PARAPET CAPS

2. REMOVE SCUPPER FLASHING AND PREP FOR NEW THROUGH WALL SCUPPER AND

FLASHING

3. REMOVE EXISTING WALK TILES

4. REMOVE EXISTING SKYLIGHTS

5. REMOVE EXISTING COLLECTOR BOX AND DOWNSPOUT AS REQUIRED FOR

INSTALLATION OF NEW SCUPPER AND FLASHING

6. EXISTING ROOF DRAIN - PROTECT

7. REMOVE EXISTING DRIP EDGE

8. REMOVE FLASHING AT EXISTING FLUE TO REMAIN

9. REMOVE FLASHING AT EXISTING OUTSIDE AIR HOOD TO REMAIN

10. REMOVE EXISTING EXHAUST FAN AND CURB, IF NEW EXHAUST FAN REQUIRES

DIFFERENT SIZED CURB - SEE MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION

11. REMOVE EXISTING FLUE PER SHEET M101

12. EXISTING OUTSIDE AIR UNIT TO REMAIN

13. REMOVE EXISITNG RELEIF HOOD AND CURB PER SHEET M101

14. REMOVE EXISTING PITCH PANS FROM RADAR SUPPORTS

15. REMOVE FLASHING AT VENT

16. REMOVE FLASHING AROUND COUNTERPOISE COLUMN

DEMOLITION NOTES:

1. EXISTING ROOFING IS 2 1/2" OF POLYISOCYANURATE INSULATION ON METAL DECK

WITH 1/2" WOOD FIBER COVERBOARD, FIBERGLASS REINFORCED BASE SHEET AND

MODIFIED BITUMEN CAP SHEET.

2. REMOVE ALL EXISTING ROOFING AND ASSOCIATED FLASHINGS NECESSARY FOR

INSTALLATION OF NEW ROOFING SYSTEM AND RIGID INSULATION.

3. CONTRACTOR SHALL INSPECT EXISTING ROOF DECKING FOR LIGHT OXIDATION OR

OTHER MORE SEVERE ISSUES SUCH AS SECTIONS WHERE DECK IS RUSTED

THROUGH OR OTHER OPENINGS IN THE DECK THAT MAY NOT NECESSITATE

REPLACEMENT OF DECK OR NESTING OF NEW DECK. CONTRACTOR SHALL NOTIFY

FAA AND ARCHITECT OF ANY ISSUES WITH THE EXISITNG METAL DECK BEFORE

ANY REPAIRS NOTED IN SPECIFICATION SECTION 01 22 00 - UNIT PRICES OR

INSTALLATION OF NEW ROOFING.

4. REMOVE EXISTING SKYLIGHT AND PREPARE EXISTING CURBS FOR NEW SKYLIGHT

GENERAL NOTES:

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

NORTH

FLOOR PLAN1

VEST.

LOBBY

100A

INSTRUCTOR

BREAKOUT

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CBT

PARTS

PARTS

TELE

CLASSROOM

CLASSROOM

MAINT.

CLASSROOM

117A

EQUIP.

PARTS

ALARM

COPY RM

PARTS

JAN

108107

MAIL

CLASSROOM

CLASSROOM

TELE.

CBT

PARTS

123JAN

PARTS

CLASSROOM

CLASSROOM

MECHANICAL

FAN ROOM

ELECT. ROOM

MEN

VEST

DME LAB

132A

ANTENNA LAB

140A

REPL. TACAN

VEST

WOMEN

VORTAC LAB

109A

VEST

MEN

VOR/DME LAB

112/118

VEST

WOMEN

GPS LAB

LORAN C/

ANTENNA LAB

VOR

VENDING

VEST

LOBBY

LOUNGE

ROOF ACCESS

PARTS

128B

102B

PARTS PARTS

PARTS

121B

ESTABLISHED

2nd GEN.

FIRE

ELECT.

A204

NEW CANOPY

ABOVE.

NEW COLUMNS

FOR CANOPY.

TYP. - PAINT

1. NEW EXTERIOR WALL - REFER TO SHEET A3.01 FOR ADDITIONAL

INFORMATION. INSTALL GYP. WALL BOARD WHERE DAMAGED GYP

BOARD AT THE FLOOR WAS REMOVED. PAINT TO VISUAL

TERMINATION OR CORNER AND PROVIDE NEW RUBBER BASE FOR

NEW WALL AND AT REPAIR OF EXISTING WALL - SEE PHOTO 1

2. MODIFY DOOR FRAMES FOR INSTALLATION OF CONCEALED WIRING

TO LIGHT SWITCH ON MULLION - RE: SHEET E3.03. PATCH FRAME

AND RE-PAINT TO MATCH EXISTING

3. PROVIDE AND INSTALL 4'-0" WIDE AREA OF FOAM INSULATION IN

WALL CAVITY CENTERED ON EXTERIOR WINDOW FRAME - RE:

DETAIL 2/A205 FOR ADDITIONAL INFORMATION.

4. REMOVE PEELING WALL PAINT. PREP, PRIME, AND PAINT ENTIRE

WALL.

5. REMOVE AND REPLACE EXTERIOR DOUBLE DOORS. RE-USE

EXISTING HARDWARE.- PAINT TO MATCH EXISTING FRAME.

6. REPAIR METAL PANEL GASKET.

7. REMOVE EXISTING EJ SEALANT AND PROVIDE NEW SEALANT

8. CHILLERS AND PADS PROVIDED BY SEPERATE CONTRACT

9. REFER TO SHEET E202 FOR REMOVAL OF EXISTING GENERATOR,

PAD AND ASSOCIATED CONNECTIONS AND DETAIL 10/M400 FOR

NEW GENERATOR PAD INSTALLATION

10. NEW EXTERIOR WALL WITH WINDOW - REFER TO SHEET A401 FOR

ADDITIONAL INFORMATION.

XPLAN NOTES:

141A

142A

143A

144A

1 2 3 4 5 6 8 9

E

J

H

G

F

D

C

B

A

1 2 3 4 5 6 7 8 9

E

J

H

G

F

D

C

B

A

5.74.3

4.3 5.7

E.7

D.3

E.7

D.3

8.4

8.41.6

1.6

H.4 H.4

A.6A.6

C.3

F.7 F.7

C.3

3.3 6.7

3.3 6.7

D.4

E.5

10 11 127

11 1210

7 7

7 7

EXISTING CMU WALL

1000kVA

PADMOUNT

XFRMR

JUNCTION

CABINET

CONC. PAD FOR

NEW GENERATOR -

RE: 10/M400

4'-0"

6"

EQUIP (FV)

6"6"

EQUIP (F

V)

5'- 6"

3'-

A205

A205

A205

A205

SIM.

A205

A205

SIM.

O.H.

SIM.

A205

SIM.

A205

SIM.

SCALE: N.T.S.

PHOTO 1 @ CURTAIN WALL1

NEW RUBBER BASE FOR

NEW WALL

PATCH/REPAIR

DETERIORATED/DAMAGED GYPSUM

WALL BOARD NEAR EXISTING

CURTAIN WALL.

REPLACE RUBBER BASE AT

GYPSUM WALL BOARD REPAIR

WITH NEW RUBBER BASE

MATCHING EXISTING BASE TO

REMAIN

NOTE: THIS PHOTO SHOWS WORK TO BE DONE

AT ALL LOCATIONS ON PLAN IDENTIFIED BY

PLAN NOTE #1

A.402

A.402

A.402

2 SIM

A.402 1O.H.

A.402 2O.H.

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

01 5/24/23 ADD-001: CHILLER PADS AND FENCE REMOVAL

REFLECTED CEILING PLAN1

GENERAL NOTES:

1. REPLACE ALL EXISTING LIGHT FIXTURES WITH NEW LED FIXTURES.

RE: E.203 & E.303.

2. REPLACE WATER DAMAGED CEILING PANEL WHERE NOTED OR

HATCHED ON PLAN. ALL OTHER CEILING PANELS AND GRID TO

REMAIN EXISTING. CONTRACTOR SHALL PROVIDE NEW CEILING

PANELS IN A ROOM 139 AND RE-USE THE EXISTING PANELS TO

REPLACE THE PANELS REMOVED IN THE CORRIDORS. CONTRACTOR

MAY USE ROOM 101A IF ADDITIONAL CEILING PANELS ARE

REQUIRED

3. REPLACE ALL LIGHTING CONTROLS AND DIMMERS IN OFFICES. RE:

E4.01.

4. REPLACE ALL OCCUPANCY/VACANCY SENSORS. RE: E4.01.

5. REPLACE ALL EMERGENCY EXIT LIGHTS. RE: E4.01.

GUTTER

DOWNSPOUT

DOWNSPOUT

PREFINISHED ARCHITECTURAL

STANDING SEAM DECKING

LEGEND:

EXISTING CEILING GRID AND PANELS REMOVED

FOR MECHANICAL WORK AS INDICATED ON M1.00

EXISTING GRID AND PANELS STAINED SHALL BE

REPLACED.

2 x 4 LIGHT FIXTURES

T BAR LIGHT FIXTURE

WALL SCONCE

SPEAKER

SMOKE DETECTOR

HVAC SUPPLY DIFUSSER

HVAC RETURN GRILL

KEYED NOTES:

1. REMOVE AND REPLACE WATER DAMAGED GYPSUM BOARD CEILING

BACK TO FRAMING MEMBER. TAPE, BED, AND PAINT TO VISUAL

TERMINATION

2. STAINED CEILING PANELS TO BE REPLACED

3. NEW SKYLIGHT

VEST.

LOBBY

100A

INSTRUCTOR

BREAKOUT

101A

OFFICE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CBT

PARTS

PARTS

TELE

CLASSROOM

CLASSROOM

MAINT.

CLASSROOM

117A

EQUIP.

PARTS

ALARM

COPY RM

PARTS

JAN

MAIL

CLASSROOM CLASSROOM

TELE.

CBT

PARTS

JAN

PARTS

CLASSROOM

CLASSROOM

MECHANICAL

FAN ROOM

ELECT. ROOM

MEN

VEST

DME LAB

132A

ANTENNA LAB

140A

REPL. TACAN

VEST

WOMEN VORTAC LAB

109A

VEST

MEN

VOR/DME LAB

112/118

VEST

WOMEN

GPS LAB

LORAN C/

ANTENNA LAB

VOR

128B

VENDING

VEST

LOBBY

LOUNGE

ROOF ACCESS

PARTS

128B

PARTS

PARTS

121B

ESTABLISHED

2nd GEN.

FIRE

ELECT.

105 106

141A

142A

143A

144A

101B

OFFICE

ANTENNA LAB

VOR

128A

OFFICE

116A

102B

PARTS

STEEL COLUMN - PAINT,

TYPICAL

A205

A205

A205

A205

SIM.

A205

A205

SIM.

O.H.

SIM.

A205

SIM.

A205

SIM.

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

6312A202 1314

ROOF PLAN1

ACCESS

PLATFORM

NEW

SKYLIGHTS

NEW

SKYLIGHTS

NEW

SKYLIGHTS

NEW

SKYLIGHTS

EXISTING

TACAN

ANTENNA

EXISTING

TACAN

ANTENNA

EXISTING

TACAN

ANTENNA

EXISTING

TACAN

ANTENNA

NEW TRAFFIC PADS. TYP.

NEW

TRAFFIC

PADS. TYP.

NEW TRAFFIC

PADS. TYP.

NEW

TRAFFIC

PADS. TYP.

EXISTING

CONDENSING

UNIT.

EXISTING

CONDENSING

UNIT.

EXISTING ACCESS

LADDER UP TO HATCH

ON CONTERPOISE.

EXISTING

TACAN

ANTENNA

EXISTING

TACAN

ANTENNA

NEW PREFINISH STRUCTURAL STANDING

SEAM METAL ROOF

NEW MOD BIT ROOFING

SYSTEM ON COVER BOARD

ON RIGID INSULATION* ON

EXISTING DECK.

NEW MOD BIT ROOFING SYSTEM

ON COVERBOARD ON RIGID

INSULATION ON EXISTING DECK.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

NEW PARAPET CAP.

TYP.

GENERAL NOTES:

1. CONTRACTOR SHALL REMOVE EXISTING MODIFIED BITUMEN

ROOFING SYSTEM, INSULATION, FLASHINGS, AND PARAPET CAPS

FOR INSTALLATION OF NEW RIGID INSULATION AND ROOFING

SYTEM.

2. CONTRACTOR SHALL NOTIFY ARCHITECT / FAA OF ROOF

DISCOVERED TO BE DAMAGED BY RUST OR NEED TO BE WIRE

BRUSHED, PRIMED, AND RUST INHIBITOR APPLIED BEFORE WORK IS

DONE.

3. REMOVE EXISTING TRAFFIC TILES AND REPLACE WITH NEW TRAFFIC

PADS

4. REFER TO M101 FOR MECHANICAL ROOF EQUIPMENT DEMOLITION

INFORMATION

5. REFER TO M201 FOR MECHANICAL ROOF EQUIPMENT INFORMATION

6. REFER TO SPECIFICATIONS FOR ROOFING THICKNESS AND R-VALUE

7. ADD NEW GALVANIZED CANOPY OVER MECHANICAL YARD AS NOTED

ON SHEET A204.

8. PROVIDE AND INSTALL LASTISEAL SEALER, OR OTHER APPROVED

PENETRATING SEALER WITH 15 YEAR WARRANTY ON CMU VENEER

INDICATED ON DRAWING 2/A303.

9. EXISTING ROOF DECK SHALL BE CLEANED AND PREPPED FOR NEW

INSULATION TO BE ADHERED TO DECK

A.204

A302

A302

A302

A302

A302

A302

2 SIM.

A302

2 SIM.

A302

2 SIM.

A302

2 SIM.

NEW PARAPET CAP.

TYP.

NEW PARAPET

CAP. TYP.

A302

A302

A302

A302

A302

A302

A301

A301

A301

A301

A301

A301

A303

EXISTING VENT

EXISTING ROOF DRAIN.

RE: 7/A.601 TYP.

EXISTING ROOF DRAIN.

RE: 7/A.601 TYP.

EXISTING ROOF DRAIN.

RE: 7/A.601 TYP.

EXISTING ROOF DRAIN.

RE: 7/A.601 TYP.

EXISTING ROOF DRAIN.

RE: 7/A.601 TYP.

EXISTING COLUMN

THRU ROOF. RE: 8/A.601

TYP.

EXISTING COLUMN THRU

ROOF. RE: 8/A.601 TYP.

EXISTING COLUMN

THRU ROOF. RE: 8/A.601

TYP.

EXISTING COLUMN

THRU ROOF. RE: 8/A.601

TYP.

A302

A302

A302

A302

LINE OF COUNTERPOISE

ABOVE

EXISTING EXHAUST

FAN - RE: M1.01

EXISTING EXHAUST FAN

EXISTING EXHAUST FAN

EXISTING EXHAUST FAN

EXISTING EXHAUST FAN

NEST METAL ROOF

DECK OVER OPENING

NEST METAL

ROOF DECK

OVER EXISTING

FLUE OPENING

EXISTING FLUE

HIGH

EXISTING VENT

EXISTING

VENT

EXISTING EXHAUST

FAN RE: M1.01

EXISTING EXHAUST FAN

RE: M1.01

EXISTING EXHAUST

FAN RE: M1.01

EXISTING

VENT

EXISTING EXHAUST

FAN RE: M1.01

LEGEND:

METAL DRIP EDGE. TYP.

METAL DRIP

EDGE, TYP.

TAPPERED INSULATION

EXISTING COLLECTOR AND

DOWNSPOUT - REMOVE AS

REQUIRED FOR NEW SCUPPER

FLASHING AND REINSTALL

EXISTING COLLECTOR AND

DOWNSPOUT - REMOVE AS

REQUIRED FOR NEW SCUPPER

FLASHING AND REINSTALL

SIM.

A302

A302

A302

A302

A302

NEW MOD BIT ROOFING

SYSTEM ON COVER BOARD

ON RIGID INSULATION* ON

EXISTING DECK.

NEW MOD BIT ROOFING

SYSTEM ON COVER BOARD

ON RIGID INSULATION ON

EXISTING DECK.

NEW MOD BIT ROOFING

SYSTEM ON COVER BOARD

ON RIGID INSULATION* ON

EXISTING DECK.

LINE OF COUNTERPOISE

ABOVE

LINE OF COUNTERPOISE

ABOVE

TRAFFIC PADS - CONTRACTOR TO USE THE

STANDARD WIDTH AND THE VARIOUS STANDARD

LENGTHS PROVIDED BY MANUFACTURER TO

ACHIEVE THE WALKPAD LAYOUT DEPICTED IN THIS

DRAWING

A302

A301

NEST METAL ROOF

DECK OVER OPENING

NEST METAL ROOF

DECK OVER OPENING

NEST METAL ROOF

DECK OVER OPENING

TUCKPOINT CMU VENEER FROM

PARAPET THAT IS NOT COVERED

BY ROOFING AND APPLY CLEAR

SEALANT - SEE GENERAL NOTE #8

TUCKPOINT CMU VENEER FROM

PARAPET THAT IS NOT COVERED BY

ROOFING AND APPLY CLEAR SEALANT -

SEE GENERAL NOTE #8

TUCKPOINT CMU VENEER FROM

PARAPET THAT IS NOT COVERED

BY ROOFING AND APPLY CLEAR

SEALANT - SEE GENERAL NOTE #8

TUCKPOINT CMU VENEER FROM

PARAPET THAT IS NOT COVERED

BY ROOFING AND APPLY CLEAR

SEALANT - SEE GENERAL NOTE #8

A402

A303

A301

A303

A303

RD

RD

RD RD

RD

RD

RD

EXISTING VENT

EXISTING VENT

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

ADDENDUM-00306/2023

E

G

C

D.4

E.5

10 11 12

10 11 12

1 SCALE: 1/4"=1'-0"

ENLARGED CANOPY FLOOR PLAN

E

G

C

D.4

E.5

10 11 12

10 11 12

2 SCALE: 1/4"=1'-0"

ENLARGED CANOPY ROOF PLAN

2'-0" 10'-4" 2'-4"

2"

2' -0

'-4

6' -0

6'

-0

'-4

2'

-0

NEW COLUMN WITH

CONCRETE BASE,

TYPICAL - RE: STRUCT.

EXISTING

BUILDING

EXISTING MECHANICAL

YARD SCREEN WALL

LINE OF CANOPY ABOVE

NEW PRE-FINISHED METAL

CAP

NEW ROOF - RE: A203

HOLD…