Attach 2 - FAA CARSR 100 DRAWINGS - COMPLETE SET_REVISED_08-27-2014.pdf

Owner Architect

Set Number _________

7/15/2014

CARSR / BEACON 5 & 6 RELOCATION

PROJECT

FEDERAL AVIATION ADMINISTRATION

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

VOLUME 1

FEDERAL AVIATION

ADMINISTRATION

A&E DIVISION, AMP-400

(405) 954-0313

LWPB ARCHITECTURE

5909 NW EXPRESSWAY, STE 600

OKLAHOMA CITY, OK 73132

(405) 722-7270 Job Number: 13-1248-G192B

Date: JULY 15, 2014

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

CIVIL ENGINEER

PAULSGROVE ENGINEERING

2510 NW 31ST STREET

NEWCASTLE, OK 73065

(405) 830-4788

KFC ENGINEERING

205 NW 63RD ST, STE 390

OKLAHOMA CITY, OK 73116

(405) 528-4596

ALVINE ENGINEERING

13431 BROADWAY EXT, STE 101

OKLAHOMA CITY, OK 73114

(405) 936-3480

MACARTHUR ASSOCIATED CONSULTANTS

3033 NW 63RD ST, STE 250E

OKLAHOMA CITY, OK 73116

(405) 848-2471

MECHANICAL ENGINEER

RCDD

MATERIALS LEGEND SYMBOLS LEGEND ABBREVIATIONS

COMPLETE LISTING OF MATERIALS ON THE JOB.

STANDARD AND ARE NOT INTENDED AS A

NOTE: ABOVE MATERIAL INDICATIONS ARE

( DISCONTINUOUS MEMBER )

( CONTINUOUS MEMBER )

MISCELLANEOUS METAL

RIGID INSULATION BOARD

EARTH FILL

BATT INSULATION

ALUMINUM

FINISH WOOD

WOOD BLOCKING

WOOD FRAMING

INSULATED PANEL

PLYWOOD

LARGER SCALE DETAIL MARK

WALL SECTION CUT MARK

BUILDING SECTION CUT MARK

STRUCTURAL GRID COORDINATES

DOOR NUMBER

SQUARE CONCRETE COLUMN

WIDE FLANGE STEEL COLUMN

SQUARE STEEL COLUMN

ROUND STEEL COLUMN

SOUND TREATED PARTITION

FRAME PARTITION ( METAL STUD )

CONCRETE BLOCK

FOR PLANS AND DETAILS

GYPSUM BOARD

CONCRETE

FACE BRICK

EXISTING BUILDING TO BE MODIFIED

EXISTING BUILDING TO BE REMOVED

EXISTING BUILDING TO REMAIN

BENCHMARK / SPOT

ELEVATION

FINISH GRADE CONTOUR

EXISTING TREE TO BE PROTECTED

EXISTING GRADE CONTOUR

EXISTING TREE TO BE REMOVED

PROPERTY LINE

PAVING ( CONCRETE )

PAVING ( ASPHALT )

CONCRETE WALK

TEST HOLE

NEW BUILDING

FENCEXX

15' OAK

18' ELM

EXISTING SPOT ELEVATION

FINISH SPOT ELEVATION

100.25

X

FRAME ELEVATION

PARTITION TYPE

ROOM NAME AND NUMBER

INTERIOR

ELEVATION REF.

SIM

A102A108

SIM

A102A108

1 SIM

A102 A103

DETAIL SECTION CUT MARK1 SIM

A102A108

Room name

1t

NORTH ARROW SYMBOLS

PLAN

NORTH

TRUE

NORTH

FOR DETAILS

SHEET WHERE

ELEV IS DRAWN

ELEV INDICATED

A5.1

EXTERIOR

ELEVATION REF.SHEET WHERE

ELEV IS DRAWN

ELEV INDICATED

A5.1

REF.

CASEWORK

SECTION

SHEETS

CASEWORK

SECTION

IDENTIFICATION

NUMBER512

1i

AB ABOVE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

APPROX, APPAPPROXIMATELY

ATFP, AT/FP ANTI-TERRORISM/FORCE PROTECTION

AWC ACOUSTICAL WALL COVERING

BLDG BUILDING

BM BENCH MARK

BRG BEARING

BTM BOTTOM

C CENTERLINE

CJ CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWR DRAWER

EJ, EXP JT EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF, FIN FLR FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIO FOR INFORMATION ONLY

F FLOW LINE

GA GAUGE

GI GALVANIZED IRON

GWB, GYP BD GYPSUM BOARD

HC, HDCP HANDICAPPED (ACCESSIBLE)

HD HEAD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

INT INTERIOR

JST JOIST

JT JOINT

LAM LAMINATE

LAV LAVATORY

LP LIGHT POLE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MFR, MFG MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PL PLATE

PLYWD PLYWOOD

R RADIUS OR RISER

RE:, REF REFER

REINF REINFORCING / REINFORCED

REQD REQUIRED

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

SB SMART BOARD

SC SOLID CORE

SCHED SCHEDULE / SCHEDULED

SIM SIMILAR

SJ SCORED JOINT

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

SSCG STAINLESS STEEL CORNER GUARD

STL STEEL

STRUCT STRUCTURAL

T TREAD

TB TACK BOARD

TOC TOP OF CURB

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WC WATER CLOSET

WD WOOD

ADDITIONAL SYMBOLS/ABBREVIATIONS NOT SHOWN OR

DEFINED WITHIN THIS SHEET MAY OCCUR AND ARE

DEFINED ON OTHER DRAWINGS.

L

SIM

A102A108

SHEET WHERE DETAIL

IS DRAWN

DETAIL INDICATED

SHEET WHERE DETAIL

IS FIRST REFERENCED

EXISTING WALL (NOT USED)

GYPSUM SHEATHING

DRAWING INDEX

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY MANAGEMENT

AMP-400

PROJECT MANAGER:

CYNTHIA HURD, AMP-400

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

7/15/2014

12" = 1'-0"

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CARSR / BEACON 5 & 6 RELOCATION PROJECT

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

DRAWING INDEX, SYMBOLS, AND

ABBREVIATIONS

G1.1ERIC SILER

WINTERSCHEIDT

2013-007862

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JULY 15, 2014

CYNTHIA HURD, AMP-400

2013-007862

NUMBER NAME

E2.1 POWER PLAN

E2.2 ROOF POWER PLAN

E2.3 ENLARGED POWER PLAN - NE

AREA AND STORAGE BUILDING

E2.4 ENLARGED PLANS AND

ELEVATIONS - BREAKROOM

E2.5 POWER DETAILS

E3.1 LIGHTING PLAN

E3.2 LIGHTING DETAILS

E4.1 GROUNDING PLAN - CARSR

TRAINING FACILITY

E4.2 GROUNDING PLAN - RADAR

TOWER

E4.3 ENLARGED GROUNDING PLAN -

NE AREA

E4.4 GROUNDING SYSTEM DIAGRAM

AND DETAILS

E4.5 GROUNDING DETAILS

E4.6 GROUNDING DETAILS

E5.1 LIGHTNING PROTECTION PLAN

E5.2 LIGHTNING PROTECTION

DETAILS

E5.3 LIGHTNING PROTECTION

DETAILS

E5.4 LIGHTNING PROTECTION

DETAILS

E6.1 MEDIUM VOLTAGE SINGLE-LINE

DIAGRAMS

E6.2 SINGLE-LINE DIAGRAM

E6.3 PANELBOARD SCHEDULES

E6.4 PANELBOARD SCHEDULES

E6.5 PANELBOARD SCHEDULES

E6.6 ELECTRICAL SCHEDULES

E6.7 LIGHTING SCHEDULES

FIRE ALARM

FA0.0 FIRE ALARM LEGEND,

ABBREVIATION AND GENERAL

REQUIREMENTS

FA1.0 FIRE ALARM PLAN

FA1.1 FIRE ALARM DETAILS

TELECOMMUNICATIONS

T0.0 TELECOM SYMBOLS AND

ABBREVIATIONS

T0.1 TELECOM SCHEMATICS

T0.2 TELECOM SITE PLAN

T1.1 FLOOR PLAN - TELECOM

T2.1 TELECOM ENLARGED PLAN

T4.1 TELECOM DETAILS

T4.2 TELECOM SITE DETAILS

T4.3 TELECOM SITE DETAILS

PA1.1 FLOOR PLAN - PUBLIC ADDRESS

SECURITY

SC1.1 FLOOR PLAN - SECURITY

SC2.1 SECURITY DETAILS

NUMBER NAME

A9.3 VERTICAL DETAILS

A9.4 VERTICAL DETAILS

A9.5 CEILING DETAILS

A9.6 TYPICAL ROOF DETAILS

STRUCTURAL

S1.1 GENERAL NOTES

S1.2 GENERAL NOTES

S1.3 TYPICAL FOUNDATION DETAILS

S1.4 TYPICAL CMU DETAILS

S1.5 TYPICAL STEEL DETAILS

S1.6 TYPICAL STEEL JOIST DETAILS

S2.1 FOUNDATION PLAN

S2.2 STORAGE PLANS AND SECTIONS

S2.3 CANOPY PLANS AND SECTIONS

S3.1 ROOF FRAMING PLAN

S3.2 SHELTER FRAMING

S4.1 FRAMING ELEVATIONS

S4.2 FRAMING ELEVATIONS

S5.1 FOUNDATION SECTIONS

S5.2 FOUNDATION SECTIONS

S6.1 FRAMING SECTIONS

S6.2 FRAMING SECTIONS

FIRE PROTECTION

FP1.1 FLOOR PLAN - FIRE PROTECTION

MECHANICAL

M0.0 MECHANICAL SYMBOLS

M0.1 MECHANICAL SITE PLAN

M1.1 FLOOR PLAN - HVAC

M2.1 FLOOR PLAN - HVAC PIPING

M3.1 MECHANICAL DETAILS

M3.2 MECHANICAL DETAILS

M3.3 MECHANICAL DIAGRAM

M4.1 MECHANICAL SCHEDULES

PLUMBING

P1.1 UNDERFLOOR PLAN - PLUMBING

P1.2 FLOOR PLAN - PLUMBING

P1.3 ROOF PLAN - PLUMBING

P2.1 PLUMBING ENLARGED PLAN

P3.1 PLUMBING DETAILS

P4.1 PLUMBING SCHEDULES

ELECTRICAL

E0.0 LEGEND, ABBREVIATIONS AND

GENERAL REQUIREMENTS

E1.0 ELECTRICAL SITE PLAN

E1.1 ENLARGED SITE PLANS

E1.2 ENLARGED SITE PLAN - CARSR

BUILDING

E1.3 ELECTRICAL SITE DETAILS

E1.4 ELECTRICAL SITE DETAILS

E1.5 ELECTRICAL SITE DETAILS

E1.6 ELECTRICAL SITE DETAILS

E1.7 ELECTRICAL SITE LIGHTING

DETAILS

NUMBER NAME

GENERAL

G0.0 COVER SHEET

G1.1 DRAWING INDEX, SYMBOLS, AND

ABBREVIATIONS

G1.2 GENERAL NOTES

G1.3 MOUNTING HEIGHTS, LOCATIONS

AND CONFIGURATIONS

G1.4 ACCESSIBILITY REQUIREMENTS

G1.5 BUILDING CODE CRITERIA

SUMMARY

G2.1 TORNADO SHELTER PLAN

CIVIL

C1.0 GENERAL NOTES & CIVIL LEGEND

C2.1 GENERAL LAYOUT PLAN

C2.2 SITE LAYOUT PLAN

C2.3 SITE UTILITY PLAN

C2.4 GRADING PLAN

C2.5 ELEVATION CONTROL PLAN

C2.6 JOINT LAYOUT PLAN

C2.7 SIDEWALK JOINT LAYOUT PLAN

C2.8 ROADWAY PLAN & PROFILE

C2.9 EROSION CONTROL PLAN

C3.1 TYP. PAVEMENT SECTION &

MISC. DETAILS

C3.2 PAVING JOINT DETAILS

C3.3 MISCELLANEOUS DETAILS I

C3.4 MISCELLANEOUS DETAILS II

C3.5 MISCELLANEOUS DETAILS III

C3.6 MISCELLANEOUS DETAILS IV

C3.7 EROSION CONTROL DETAILS

ARCHITECTURAL

A1.1 ARCHITECTURAL SITE ELEMENTS

A1.2 ARCHITECTURAL SITE DETAILS

A2.1 FLOOR PLAN

A2.2 ENLARGED PLANS

A2.3 NOT USED

A2.4 DOOR SCHEDULE AND DOOR

ELEVATIONS

A2.5 FRAME ELEVATIONS

A2.6 AIR BARRIER PLAN

A2.7 AIR BARRIER DETAILS

A2.8 FINISH MATERIAL COLOR

SCHEDULE

A2.9 ROOM FINISH SCHEDULE

A2.10 INTERIOR FINISH PLAN

A2.11 FFE COORDINATION PLAN

A2.12 FURNITURE PLANS - BY AREA

A2.13 SIGNAGE PLAN

A2.14 SIGNAGE SCHEDULE AND

DETAILS

A3.1 REFLECTED CEILING PLAN

A3.2 REFLECTED CEILING PLANS AND

DETAILS

A4.1 ROOF PLAN

A4.2 ROOF PLAN

A5.1 BUILDING ELEVATIONS

A5.2 BUILDING ELEVATIONS

A6.1 INTERIOR PARTITION TYPE

DIAGRAMS

A6.2 INTERIOR PARTITION TYPE

SCHEDULE AND DETAILS

A6.3 BUILDING SECTIONS

A6.4 BUILDING SECTIONS

A6.5 WALL SECTIONS

A6.6 WALL SECTIONS

A6.7 WALL SECTIONS

A6.8 WALL SECTIONS

A7.1 INTERIOR ELEVATIONS

A7.2 INTERIOR ELEVATIONS

A7.3 INTERIOR ELEVATIONS

A7.4 INTERIOR ELEVATIONS

A7.5 CASEWORK SECTIONS

A7.6 MISCELLANEOUS INTERIOR

DETAILS

A7.7 MISCELLANEOUS INTERIOR

DETAILS

A8.1 PLAN DETAILS

A8.2 PLAN DETAILS

A8.3 PLAN DETAILS

A9.1 VERTICAL DETAILS

A9.2 VERTICAL DETAILS

SYMBOL DESCRIPTION DATE APPR

1. TOPOGRAPHIC SURVEY BY MACARTHUR ENGINEERING CONSULTANTS, INC. REFER

TO CIVIL DRAWINGS.

2. AN ATTEMPT HAS BEEN MADE TO LOCATE AND SHOW ON THE DRAWINGS

EXISTING UNDERGROUND UTILITIES AND OTHER EXISTING SITE CONDITIONS,

HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE AND

VERIFYING ALL EXISTING UTILITIES AND CONDITIONS AT THE SITE PRIOR TO THE START

OF CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR

CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

3. CONSTRUCTION STAGING AREA & VEHICLE ACCESS SHALL BE CONFIRMED WITH

OWNER, AND CONSTRUCTION MANAGER IF APPLICABLE, PRIOR TO CONSTRUCTION.

4. FINISH GRADE AT BUILDING PERIMETERS SHALL BE 6" BELOW FINISH FLOOR

UNLESS SPECIFICALLY NOTED OTHERWISE ON CIVIL DRAWINGS. DEVELOP POSITIVE

DRAINAGE AWAY FROM NEW AND/OR EXISTING BUILDING(S).

5. ALL AREAS OF THIS SITE, WHICH ARE NOT IN THE SCOPE OF THE PROJECT AND

ARE DISTURBED BY CONSTRUCTION, SHALL BE RETURNED TO ORIGINAL CONDITION.

6. ALL GRID LINES IDENTIFIED BY A LETTER OR NUMBER ARE PARALLEL AND

ORTHOGONAL UNLESS OTHERWISE NOTED.

7. CONTRACTOR SHALL VERIFY ALL COLUMN COORDINATES AND CHECK THEM

AGAINST DIMENSIONS SHOW ON PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY

DISCREPENCY DURING STAKING.

8. SIZES OF HOUSEKEEPING PADS AND BASES FOR MECHANICAL EQUIPMENT ARE

APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIRED SIZE OF

ALL CONCRETE PADS AND BASES WITH EQUIPMENT MANUFACTURERS BEFORE

POURING. ALL PADS TO BE PROVIDED BY THE CONTRACTOR.

9. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE

ITEMS WITHIN THE SPACE ABOVE THE CEILINGS (INCLUDING, BUT NOT LIMITED TO

STRUCTURAL MEMBERS AND SPRAY-ON INSULATION OR FIREPROOFING, MECHANICAL

DUCTS AND BATT INSULATION, CONDUITS, RACEWAY, SPRINKLER SYSTEMS, LIGHT

FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED)

AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE

THE FINISH FLOOR INDICATED IN THE DRAWINGS AND FINISH SCHEDULE.

10. ALL METAL STUD WALLS WHERE PLUMBING OCCURS OR STRUCTURAL COLUMNS

ARE LOCATED SHALL BE MINIMUM 6" METAL STUDS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES OR CONFLICTS.

11. PROVIDE AND INSTALL ACCESS PANELS, WHERE REQUIRED BY BUILDING CODE OR

FOR THE PROPER OPERATION OF MECHANICAL OR ELECTRICAL EQUIPMENT, AND AS

SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND

TYPE OF ACCESS PANEL WITH OTHER CONTRACTORS' WORK AND RECEIVE APPROVAL

OF THE ARCHITECT. ACCESS PANEL SHALL BE AS SPECIFIED.

12. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0" HIGH SHALL BE PROVIDED

AND INSTALLED ON ALL WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS REQUIRED

UNLESS SPECIFICALLY SHOWN OTHERWISE ON ELECTRICAL DRAWINGS.

13. ALL WOOD WITHIN THIS PROJECT (I.E. PLYWOOD, BLOCKING, ETC.) SHALL BE FIRE-

RETARDANT TREATED.

14. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS SHOW THE EXACT LOCATION OF MANY, BUT NOT ALL, EXPOSED PARTS OF

THE WORK. FOR TYPICAL DIMENSIONING CONVENTIONS, INCLUDING RULES FOR

LOCATING DOORS AND OTHER ITEMS NOT WHICH HAVE NOT BEEN DIMENSIONED OR

LOCATED EXACTLY, APPLY THE RULES INDICATED BY THE "RULES AND CONVENTIONS"

SHEET TO DETERMINE THE EXACT LOCATION OF EACH EXPOSED PART OF THE WORK.

15. FOR ILLUSTRATION AND DEFINITION OF TYPICAL SYMBOLS USED ON THE

ARCHITECTURAL DRAWINGS, SEE “ARCHITECTURAL DIMENSIONING CONVENTIONS” ON

THIS SHEET. ADDITIONAL SYMBOLS NOT SHOWN OR DEFINED THERE MAY OCCUR AND

ARE DEFINED ON OTHER DRAWINGS.

16. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS.

17. REFER TO SPECIFICATIONS FOR ADDITIONAL PAINT ITEMS NOT SHOWN ON ROOM

FINISH SCHEDULE.

18. HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO, ASBESTOS, MATERIALS

CONTAINING ASBESTOS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC

SUBSTANCES SHALL NOT BE CONTAINED IN MATERIALS AND/OR PRODUCTS USED IN

THE CONSTRUCTION OF THIS PROJECT.

19. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE

MORE RESTRICTIVE OF THE TWO SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE

ARCHITECT OF ANY CONFLICT BEFORE PROCEEDING WITH THE WORK.

20. EVERY EFFORT HAS BEEN MADE TO COORDINATE THE DRAWINGS AND

SPECIFICATIONS, AND TO ELIMINATE DISCREPANCIES BETWEEN THEM. IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO BRING ANY DISCREPANCIES OR CONFLICTS

TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. IMPROPERLY INSTALLED WORK

SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE ARCHITECT, HIS

CONSULTANTS, OR THE OWNER.

GENERAL NOTES: ARCHITECTURAL DIMENSIONING CONVENTIONS

1. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE

WORK AT THE "APPROXIMATE LOCATION SHOWN," DO

NOT SCALE THE DRAWINGS FOR DIMENSIONAL

INFORMATION.

2. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN

TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE

SHOWN (OR MAY BE DERIVED FROM THOSE SHOWN OR

NOTED) ONT HE FLOOR PLANS, DETAIL PLANS,

ELEVATIONS, SECTIONS, SCHEDULES, CONFIGURATION

DETAILS AND SPECIFICATIONS. SEE THE NOTES BELOW

AND "SYMBOLS AND ABBREVIATIONS" SHEET FOR

DIMENSIONING, GRAPHIC AND OTHER TYPICAL

CONVENTIONS USED ON THIS PROJECT.

3. EXCEPT WHERE SPECIFICALLY NOTED TO THE

CONTRARY, ALL DIMENSIONS SHOWN ON THE

ARCHITECTURAL DRAWINGS CONFORM TO THE

FOLLOWING CONVENTIONS:

A. GENERALLY, DIMENSIONS ARE MEASURED TO:

• STRUCTURAL OR DIMENSIONAL GRID LINES.

• CENTERLINE OF STUD (EXCLUSIVE OF GWB,

AND ANY APPLIED FINISHES HAVING

THICKNESS WHICH MAY BE ADDED TO SUCH

WALLS) AT PARTITIONS FRAMED WITH METAL

STUDS. REFER TO "PARTITION TYPES"

SCHEDULE TO DETERMINE THICKNESS OF

EACH PARTITION TYPE.

• FACE OF CONCRETE OR MASONRY WALL

(EXCLUSIVE OF ANY FURRING OR APPLIED

FINISHES HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALLS) AT WALLS WITH

CONCRETE OR MASONRY COMPONENTS.

REFER TO STRUCTURAL DRAWINGS AND

"PARTITION TYPES" SCHEDULE TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

• FACE OF APPLIED FINISH IF NOTED AS A "FACE

OF FINISH" OR "CLEAR" DIMENSION. SEE NOTE

'B' BELOW.

• OUTSIDE EDGE OF HOLLOW METAL DOOR

AND WINDOW FRAMES. REFER TO THE

"DOOR SCHEDULE" AND "FRAME ELEVATIONS"

FOR ADDITIONAL DIMENSIONAL INFORMATION.

• INSIDE EDGE OF FINISHED WALL OPENING AT

OTHER DOORS, WINDOWS AND CURTAIN

WALLS. REFER TO THE "DOOR SCHEDULE"

AND "FRAME ELEVATIONS" FOR ADDITIONAL

DIMENSIONAL INFORMATION.

• DIMENSION OR WORK POINTS AS INDICATED

ON RELATED ARCH DETAIL, PLAN, SECTION,

ELEVATION, LAYOUT OR CONFIGURATION

DETAIL, OR CONSTRUCTION DETAIL.

B. WHERE "FACE OF FINISH" OR "CLEAR"

DIMENSIONS ARE SPECIFICALLY NOTED, THE

DIM IS MEASURED TO:

• FINISH FACES AT THE MOST NARROW OR

CONSTRICTED POINT OF SECTION WHERE

DIMENSION IS SHOWN, WHEN THE DIMENSION

OCCURS ACROSS AN OPEN SPACE. IN THIS

CASE, A "FACE OF FINISH" DIMENSION IS

EQUIVALENT TO A "CLEAR" DIMENSION.

• FINISH FACES AT THE WIDEST OR MOST

EXPANSIVE POINTS OF THE SECTION THE

DIMENSION IS SHOWN WHEN THE DIMENSION

OCCURS ACROSS AN OBJECT OR GROUP OF

OBJECTS.

C. WHERE "EQUAL" DIMENSIONS ARE USED:

• IN CASEWORK AND OTHER SUCH ELEMENTS,

"EQUAL" DIMENSIONS ARE NOT INTENDED TO

REQUIRE CUSTOM COMPONENTS. SUCH

"EQUAL" ELEMENTS SHALL BE THE SAME SIZE,

AT THE STANDARD SIZE INCREMENT THAT MOST

NEARLY EQUALS THE DESIGNED OVERALL

DIMENSION. IN THESE CONDITIONS, EQUAL SIZE

FILLER PANELS ARE INTENDED AND REQUIRED

AT EACH END OF THE RUN.

D. WHERE "EQUAL" DIMENSIONS ARE USED ON

REFLECTED CEILING PLANS TO LOCATE CEILING

GRID WORK POINTS, MEASURE DIMENSIONS TO:

• EDGE OF THE INDICATED CEILING AT THE FACE

OF THE ADJACENT APPLIED FINISH, MEASURED

AT THE PLANE OF THE CEILING.

• CAUTION: DUE TO THE POSSIBLE APPLICATION

OF APPLIED FINISHES (THE THICKNESS OF

WHICH MAY VARY BETWEEN FLOOR AND CEILING

AND IS NOT ACCOUNTED FOR BY THE

DIMENSIONS SHOWN ON THE FLOOR PLANS,

EXCEPT AS INDICATED BY "FACE OF FINISH" OR

"CLEAR"), THE CONTRACTOR MUST ADJUST, AS

NECESSARY, THE FLOOR PLAN DIMENSIONS TO

REFLECT THE ACTUAL DIMENSIONS FOUND AT

THE PLANE OF THE CEILING.

4. WHERE WALLS AND/OR PARTITIONS OF UNEQUAL

THICKNESS ABUT, ALIGN EXPOSED FACES, UNLESS

OTHERWISE NOTED.

5. WHERE DIMENSIONS ARE NOT PROVIDED ON FLOOR

PLANS TO LOCATE DOOR OPENINGS, APPLY THE

FOLLOWING RULES IN ORDER, TO DETERMINE THE

LOCATION OF DOOR OPENINGS:

A. DOOR OPENINGS MAY BE DIMENSIONED ON

DRAWINGS OTHER THAN THE FLOOR PLANS.

REFER TO THE SECTIONS, ELEVATIONS, DETAILS

AND DOOR SCHEDULE NOTES FOR ADDITIONAL

DIMENSIONAL INFORMATION.

B. WHERE THE HINGE-SIDE OF A DOOR IS SHOWN

ADJACENT TO A WALL, OR WALLS,

PERPENDICULAR TO THE WALL IN WHICH THE

DOOR OPENING OCCURS:

• AT DOORS OCCURRING IN METAL FRAMED

GYPSUM BOARD PARTITIONS, LOCATE THE

HINGE-SIDE OF THE DOOR FINISHED OPENING

4 INCHES FROM THE FACE (EXCLUSIVE OF

APPLIED FINISHES) OF THE CLOSEST

PERPENDICULAR WALL OR PARTITION

ASSEMBLY.

• AT DOORS OCCURRING IN WALLS OF CONCRETE

OR CONCRETE MASONRY CONSTRUCTION,

LOCATE THE HINGE-SIDE OF THE DOOR FINISHED

OPENING 10 INCHES FROM THE FACE (EXCLUSIVE

OF APPLIED FINISHES) OF THE CLOSEST

PERPENDICULAR WALL OR PARTITION

ASSEMBLY.

• IF SPACE ALLOWS, CENTER DOOR IN WALL

SHOWN ON THE DRAWINGS SO THAT

EITHER "DIM A" EQUALS "DIM C", OR

"DIM B" EQUALS "DIM D".

D. IF "DIM E" IN DIAGRAMS BELOW IS LESS THAN THE

SUM OF 2 TIMES THE DOOR WIDTH PLUS 20 INCHES,

LOCATE DOOR SO THAT MINIMUMS STATED BY

NOTE 4C ABOVE FOR "DIM A", "DIM B", AND "DIM D"

ARE MET, MAXIMIZING "DIM A" AND MINIMIZING

"DIM D" TO THE EXTENT POSSIBLE.

MEASURED AT CLG PLANE

"EQUAL" DIM AT CEILING

MEASURED TO FACE OF PTN

TYP. DIM ON CEILING PLAN

4".

4".

A E

C G

B D

F

H

E A

B D

E A D

B

ALIGN

10".

10".

21. ALL ITEMS WITHIN THESE PROJECT DOCUMENTS ARE PART OF THE BASE

BID UNLESS OTHERWISE NOTED.

22. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF

DRAWINGS WHICH, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY

THE INDEX OF DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY

ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS

OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO DRAWINGS OF

ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS SHALL NOT BE

DISTRIBUTED AND UTILIZED BY THE CONTRACTOR. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL

SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH THE REQUIREMENTS OF

THE CONTRACT BEFORE COMMENCING CONSTRUCTION AND TO ASSURE THAT

ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE

THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS.

23. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE

FINISHED APPEARANCE AND EXACT LOCATIONS OF ALL EXPOSED ELEMENTS

OF THE WORK, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON

DRAWINGS OF OTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER DRAWINGS

ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL

DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE

FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS OF THE WORK.

[EXCEPTIONS: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER

DISCIPLINES SHALL GOVERN ONLY WHERE: (A) SPECIFICALLY AND INDIVIDUALLY

INDICATED BY SYMBOL, KEYED NOTE, OR NOTATION ON THE ARCHITECTURAL

DRAWINGS. (B) OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED SPACE FOR

WHICH ARCHITECTURAL SHEET OR SCHEDULE NOTES INDICATE THAT

DIMENSIONS PROVIDED ELSEWHERE SHALL GOVERN.]

24. PROVIDE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2A

WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING.

PROVIDE PORTABLE FIRE EXTINGUISHERS AS THE BUILDING IS CONSTRUCTED.

25. CONTRACTOR TO PROVIDE CONSTRUCTION WASTE MANAGEMENT PLAN

WITHIN 15 DAYS AFTER CONTRACT AWARD. REFER TO SIR, PART II, SECTION I,

CONTRACT CLAUSES FOR SPECIFIC REQUIREMENTS.

C. WHERE DOOR OCCURS NOT ADJACENT TO A

PERPENDICULAR WALL, AND EITHER "DIM E"

OR "DIM F" IS 16'-0" OR LESS, LOCATE DOOR

UTILIZING THE FOLLOWING MINIMUM

DIMENSIONS:

• DIMENSION A = 18 INCHES MIN

• DIMENSION B = 12 INCHES MIN

• DIMENSIONS C = DOOR WIDTH + 2 INCHES

MINIMUM

• DIMENSION D = 4 INCHES MIN AT METAL

FRAMED GYP BD PARTITIONS

• DIMENSIONS E AND F = AS SHOWN ON

PLANS

• DIMENSION G = 36 INCHES MIN

• DIMENSION H = 60 INCHES MIN

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY MANAGEMENT

AMP-400

PROJECT MANAGER:

CYNTHIA HURD, AMP-400

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

7/15/2014

12" = 1'-0"

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CARSR / BEACON 5 & 6 RELOCATION PROJECT

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

GENERAL NOTES

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JULY 15, 2014

CYNTHIA HURD, AMP-400

2013-007862

10'-6"

TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS, LOCATIONS AND CONFIGURATIONS

GRID

C

C

RULE 1

RULE 3

RULE 7

RULE 2

RULE 5 RULE 6

RULE 4

RULE 8

WHEN COMPLETELY DIMENSIONED ON PLANS

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

NOT DIMENSIONED AND LOCATED ADJ TO DOOR

AND ON WALL AGAINST WHICH DOOR SWINGS

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

NOT DIMENSIONED AND LOCATED ADJ TO MIN STRIKE-SIDE OF DOOR NOT DIMENSIONED AND LOCATED ADJACENT TO DOOR (OR WINDOW)

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

WHEN NOT DIMENSIONED AND LOCATED

ADJACENT TO CHANGE IN WALL DIRECTION

LOCATE ITEMS AS INDICATED WHEN SHOWN DIMENSIONED

(BOTH HORIZ AND VERT) BY A PLAN OR DETAIL PLAN.

OVER TYPICAL MOUNTING HEIGHTS AND LOCATION RULES.

SHOWN BY PLANS AND DETAIL PLANS TAKE PRECEDENCE

ELEVATIONS, OR DETAIL ELEVATIONS AND SPECIFIC HORIZ DIM

SPECIFIC VERT DIMENSIONS SHOWN BY ELEVATIONS, SECTIONAL

(AS SHOWN), BY KEYED NOTE, OR BY NOTATION ON PLANS.

NON-TYPICAL MOUNTING HEIGHTS MAY BE INDICATED BY SYMBOL

APPLIES: HORIZ CENTER GROUP OF SIMILAR ITEMS HAVING THE

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 2 (PREVIOUS)

PILASTER, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM

TO SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING BOTH

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR

SAME MOUNTING HEIGHT(S) ABOUT THE CENTERLINE OF THE

APPLIES: MOUNT ITEMS IN RELATION TO SWING USING TYP OFFSET

ON SIDE OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

DOOR, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT

INDICATED, MOUNT FIRST ITEM IN RELATION TO SWING USING TYP

OFFSET DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST

APPROX. LOCATED WITHIN 4 FEET OF OPEN DOOR

FOR PURPOSES OF THESE RULES, ITEMS SHOWN

ARE CONSIDERED TO BE ADJACENT TO DOOR.

AGAINST WALL OR RESTRICTION.

BY THIS DIAGRAM. DO NOT CROWD MULTIPLE ITEMS

ADJ TO FIRST ON SIDE OPP FRAME AS ILLUSTRATED

TO FRAME USING TYP OFFSET DIM AND PLACE REMAINING

HGT ARE INDICATED, MOUNT FIRST ITEM IN RELATION

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MTG

DOOR, AND WHEN STRIKE-SIDE CLEARANCE IS BETWEEN 12 INCHES AND

APPLIES: MOUNT ITEMS IN RELATION TO FRAME USING TYP OFFSET

DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ TO STRIKE SIDE OF

LINE OF WALL OR OTHER

RESTRICTION ON STRIKE-SIDE

OF DOOR.

18 INCHES, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM

STRIKE-SIDE OF DOOR.

DIFFERENT HEIGHTS. WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

INDICATED, MOUNT FIRST ITEM IN RELATION TO FRAME USING TYP

OFFSET DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST

DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT

APPLIES: MOUNT ITEMS IN RELATION TO FRAME USING TYP OFFSET

BE ADJACENT TO DOOR (OR WINDOW).

LOCATED WITHIN 4 FEET OF DOOR ARE CONSIDERED TO

FOR PURPOSES OF THESE RULES, ITEMS SHOWN APPROX

SIMILAR RULE APPLIES WHEN ADJACENT TO WINDOW.

WHEN PROVIDED, UTILIZE

TYP MOUNTING

DIAGRAMS TO

DETERMINE DIMENSIONS

ON SIDE OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

MULTIPLE ITEMS AT SAME HEIGHT

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO

DOOR, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM

DIFFERENT HEIGHTS.

MULTIPLE ITEMS AT SAME HEIGHT

DOOR WHEN SWUNG AGAINST WALL

DIFFERENT HEIGHTS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR

HORIZONTALLY CENTER ITEM ON FACE OF COLUMN OR PILASTER.

ALIGN VERTICALLY CENTERS OF MULTIPLE ITEMS HAVING DIFFERING

INDICATED, HORIZONTALLY CENTER GROUP OF ITEMS ON FACE OF COLUMN

PILASTER, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES:

OR PILASTER (SEE RULE 3).

ON PLANS, ITEMS TO BE

VERTICALLY ALIGNED MAY

BE SHOWN ADJACENT.

TYPICAL MOUNTING HEIGHTS.

ARRANGE ITEMS AT SAME

HEIGHT SYMMETRICALLY

ABOUT CENTERLINE

DIFFERING AND SIMILAR MOUNTING HEIGHTS.

COLUMN OR PILASTER.

LOCATED WITHIN 4 FEET OF PLANE CHANGE ARE CONSIDERED

TO BE ADJACENT TO CHANGE IN PLANE.

MULTIPLE SIMILAR ITEMS AT SAME HEIGHT

FOR PURPOSES OF THESE RULES, ITEMS SHOWN APPROX

APPLIES: MOUNT ITEMS IN RELATION TO PLANE CHANGE USING TYP

OFFSET DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST

WHEN MULTIPLE SIMILAR ITEMS HAVING THE SAME TYP MTG HEIGHT ARE

INDICATED, MOUNT FIRST ITEM IN RELATION TO PLANE CHANGE USING TYP

OFFSET DIM. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ TO CHANGE IN

PLANE OF WALL, AND WHEN NO OTHER TYP CONFIGURATION DIAGRAM

ON SIDE OPPOSITE PLANE CHANGE AS ILLUSTRATED BY THIS DIAGRAM.

DIFFERENT HEIGHTS.

CONFLICTING MOUNTING HEIGHT(S) ABOUT THE CENTERLINE OF

HORIZONTALLY CENTER GROUP OF DISSIMILAR ITEMS HAVING

DIFFERING, SIMILAR, AND CONFLICTING MOUNTING HEIGHTS.

THE COLUMN OR PILASTER.

(PREVIOUS) TO SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 2 AND/OR RULE 3

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR

PILASTER, AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES:

GRID

ARRANGE ITEMS AT

CONFLICTING HEIGHTS

SYMMETRICALLY ABOUT

CENTERLINE

GRID

GRID

DIMENSION ON PLANS

EQ EQ EQ EQ

6".

EQ EQ

EQEQ

18" MIN. SWING SIDE

12" MIN. OPP. SWING SIDE

3" MIN.

8" TYP. 8" TYP.

4'-0".

4'-0". DOOR SWING

8" TYP.

8" TYP.

4'-0".

EQ EQ

EQEQEQEQ

EQEQ

TYPICAL HANDICAP ACCESSIBLE MOUNTING HEIGHTS ABOVE FINISH FLOOR

DIMENSION

NAME ELEMENT

ADULTS

MOUNTING HEIGHT

CODE

REQUIREMENT

ACTUAL

DESIGNED

DRINKING FOUNTAIN (STANDING) 602.4 38" - 43" 40" SPOUT HT.M1

MOUNTING HEIGHT

REFERENCE ABOVE F.F. ADDITIONAL COMMENTS

602.4 36" MAX 35-1/2" SPOUT HT.M2

GRAB BAR AT TOILET - 18" VERTICAL 604.5 39" - 41" 40" TO BOTTOM OF RAILM3

GRAB BARS AT TOILET - HORIZONTAL 604.9 & 609.4 33" - 36" 34" TO TOP SURFACE OF RAILM4

HANDRAILS 505.4 34" - 38" 36" TO TOP SURFACE OF RAILM5A & M5B

M5A = ADULT DIMENSION, M5B = CHILDREN

DIMENSION OF SECOND HANDRAIL TO F.F.

LAVATORY 606.3 34" MAX 34"

TO HIGHEST POINT OF LAVATORY RIM

OR COUNTERM6

ONLY PRE-K AND KINDERGARTEN (IF PARALLEL APPROCH

PROVIDED) CAN HAVE SPACE BELOW LAVATORY ENCLOSED

MIRROR 606.3 35" MAX 12"M7

MIRROR ABOVE LAVATORY 606.3 40" MAX 40"M8

TOILET PAPER DISPENSOR 604.7 & 604.10 15" MIN 16" TO BOTTOM OF DISPENSERM9

URINAL 605 17" MAX 17" TO RIM, 13-1/2" MIN PROJECTIONM10

URINAL FLUSH CONTROLS 605.4 & 309 44" MAX 42" TO TOP OF CONTROLM11

WATER CLOSET HEIGHT 604.4 17" - 19" 18" TO TOP OF SEATM12

WATER CLOSET FLUSH CONTROLS 604.6 36" MAX 24" LOCATED ON OPEN SIDEM13

DRINKING FOUNTAIN (WHEELCHAIR)

ANSI A117.1

GUIDELINE

REFERENCE

TO BOTTOM EDGE OF REFLECTING SURFACE

TO BOTTOM EDGE OF REFLECTING SURFACE

WATER CLOSET FROM WALL 604.2 16" - 18" 17" WALL TO CENTERLINE OF WATER CLOSETP1

FIRE EXTINGUISHER 308 48" MAX 48" TO RELEASE CLAMP

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY MANAGEMENT

AMP-400

PROJECT MANAGER:

CYNTHIA HURD, AMP-400

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

7/15/2014

As indicated

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CARSR / BEACON 5 & 6 RELOCATION PROJECT

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

MOUNTING HEIGHTS,

LOCATIONS AND

CONFIGURATIONS

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JULY 15, 2014

CYNTHIA HURD, AMP-400

2013-007862

7"-9" M

M

" M

IN

M

IN

1/ 2"

3'-4"

TOILET

ACCESSORY

MOUNTING

LOCATION

M

M

M

M

STAIRS

(a)

RAMPS

(b)

WALKING

SURFACES

(c)

M 5A

M

5AM

5A

M 5B

M 5B

SECOND HANDRAIL

M 5B

M

IN

1'

3"

M

IN

5'

0"

1' - 0"3' - 6"

SE

E

N O

TE

3'

0"

PROVIDE BOTH

VERTICAL AND

HORIZONTAL

GRAB BARS

P1

3' - 4"

NOTE: FOR TOILETS WITH CENTERLINE LESS THAN 15", A

24" MIN. GRAB BAR TO OPEN SIDE MAY BE USED IN LIEU OF

FULL 36" MIN. LENGTH. REFER TO MOUNTING CHART BELOW.

OPEN

SIDE

CL

2'

0" 1'

0"

WALL-HUNG

M

M

1'-1 1/2"

M

M 6 M

M 6M

REFLECTING

SURFACE

SECTION ELEVATION

" M

IN

M

M

PLAN SECTION

FRONT APPROACHES

NOTE: X=12 IN. IF DOOR HAS

BOTH A CLOSER AND LATCH

PUSH SIDE

PULL SIDE

NOTE: Y=48 IN. MIN. IF DOOR HAS

CLOSER

LATCH SIDE APPROACHES

NOTE: X=54 IN. MIN. IF DOOR

HAS CLOSER

PUSH SIDE

PULL SIDE

IBC/ANSI/ADAAG - ACCESSIBLE ROUTE

(TYPICAL FOR ALL DOORS)

" M

IN

" M

IN

. 18"

MIN.

X

24"

MIN.

X

" M

IN

Y

" M

IN

24"

MIN.

X=42 IN. MIN. IF Y=54 IN.

NOTE: Z=48 IN. MIN. IF DOOR HAS

BOTH A CLOSER AND LATCH.

NOTE: X=36 IN. MIN. IF Y=60 IN.

HINGE SIDE APPROACHES

PUSH SIDE

PULL SIDE

X Y

Z

" M

IN

54" MIN.

T-SHAPED WHEELCHAIR

TURNING AREA

ACCESSIBLE ELEMENT

60" DIA. WHEELCHAIR

TURNING AREA

ACCESSIBLE PARKING

SPACE FOR CARS OR VANS

ACCESSIBLE ENTRANCE

ACCESSIBLE ROUTE TO

ACCESSIBLE ENTRANCES

OR FACILITIES

LEGEND

AREA OF REFUGE

HC

AR

WHEELCHAIR ACCESSIBLE

SEATING LOCATION OR

ELEMENT ACCESS

HANDICAP ACCESSIBILITY ANALYSIS

I. APPLICABLE CODES AND CRITERIA

IN ORDER TO PROVIDE THE BEST

ACCESSIBILITY, THE MOST

STRINGENT REQUIREMENTS OF THE

GUIDELINES BELOW HAVE BEEN

EMPLOYED IN THIS DESIGN.

INTERNATIONAL BUILDING CODE

2009 (IBC) INTERNATIONAL CODE

COUNCIL / AMERICAN NATIONAL

STANDARDS INSTITUTE ICC / ANSI

A117.1 - 2003

AMERICANS WITH DISABILITIES ACT

2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

A.

B.

II. PROJECT SCOPE

A. NEW CONSTRUCTION / REMODEL

III. PRIMARY USER GROUPS

A. ADULTS

IV. ASSEMBLY SEATING ANALYSIS -

NOT APPLICABLE

IBC/ANSI/ADAAG SECTION 308 - ADULT REACH RANGES

OBSTRUCTED FORWARD REACHUNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH

M

IN

" M

AX

20"

MAX.

" M

AX

" M

AX

25"

MAX.

" M

AX

" M

AX

OBSTRUCTED SIDE REACHUNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH

M

IN

" M

AX

10"

MAX.

" M

AX

" M

AX

24"

MAX.

" M

AX

" M

AX

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY MANAGEMENT

AMP-400

PROJECT MANAGER:

CYNTHIA HURD, AMP-400

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

7/15/2014

As indicated

C :\U se rs

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CARSR / BEACON 5 & 6 RELOCATION PROJECT

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

ACCESSIBILITY REQUIREMENTS

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JULY 15, 2014

CYNTHIA HURD, AMP-400

2013-007862

VERTICAL BAR ELEVATION (TYP.) ACCESSIBILE HANDRAILS

ACCESSIBLE TOILET PLAN (TYP.)

ACCESSIBILE URINALS ACCESSIBILE LAVATORIES & MIRRORS

ACCESSIBILE DRINKING FOUNTAINS

GENERAL NOTES:

1. PORTABLE FIRE EXTINGUISHERS NOT

EXCEEDING 40 LBS SHALL BE MOUNTED

WITH HANDLE 4'-0" A.F.F. EXTINGUISHERS

MORE THAN 40 LBS SHALL BE MOUNTED

WITH HANDLE 3'-4" A.F.F.

FEC

FEB

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

2 HOUR FIRE RATED PARTITION

1 HOUR FIRE RATED PARTITION

NON-FIRE RATED PARTITION THAT

RESISTS THE PASSAGE OF SMOKE

FIRE PROTECTION LEGEND

PATH OF EGRESS TRAVEL

COMMON PATH OF TRAVEL

DEAD END

115'-6"

82'-0"

HC

HC

HC

HC

HC

HC

HC

HC

HC

MaxActual

Min

W idt h Ca pa cit y

Actual

68.5" 32.0"

MaxActual

Min

W idt h Ca pa cit y

Actual

33.8" 32.0"

MaxActual

Min

W idt h Ca pa cit y

Actual

68.5" 32.0"

MaxActual

Min

W idt h Ca pa cit y

Actual

33.8" 32.0"

MaxActual

Min

W idt h Ca pa cit y

Actual

33.8" 32.0"

MaxActual

Min

W idt h Ca pa cit y

Actual

33.8" 32.0"

FEC

FECFEC

FEB

FEC

FEC

FEC

39'-8"

59'-11"

BUILDING CODE CRITERIA SUMMARY

Applicable Codes and Criteria:

2009 ICC International Building Code (IBC), as amended by OKC 2008 ICC 500, ICC/NSSA Standard on the Design and Construction of Storm Shelters 2003 ICC/ANSI A117.1, Accessible and Usable Buildings and Facilities 2010 ADA Standards

I. Use AND Occupancy Classification (Chapter 3) A. Primary occupancy

1. B - Business (Section 304) B. Incidental use area separation requirements (Table 508.2.5 and Table 508.3)

1. Storage rooms over 100 SF in area:

Automatic fire extinguishing system with non fire rated walls that resist the passage of smoke.

II. General Building Heights and Areas (Chapter 5) A. Table 503 noncombustible Type II B

1. Allowable Height: 3 stories, 55 feet

2. Allowable Area: 23,000 SF per floor

B. Height Modifications (Section 504):

1. Automatic sprinkler increase (Section 504.2):

1 story, 20 feet

2. Total allowable height with increases:

3 stories, 75 feet

C. Actual building height as designed:

1 story, 23 feet

D. Area Modifications (Section 506):

1. Fire Area, Frontage Increase (Section 506.2):

100 (566/578 - .25) (30/30) = 72.9

2. Fire Area, Automatic sprinkler increase (Section 506.3):

300% for single story building

3. Fire Area, Total allowable area with increases:

= 68,570 SF

14,500 +

(14,500)(72.9) 100 +

(14,500)(300)

Fire Area : 16,665 SF E. Actual building area as designed:

III. Types of Construction (Chapter 6) A. Table 601 Type II B fire-resistance-rating:

1. For all building elements - 0 hours.

B. Table 602 Type II B, Group B fire-resistance-rating:

1. For exterior walls with more than 10' separation - 0 hours.

All exterior walls have more than 10' separation as designed.

IV. Fire-Resistance-Rated Construction (Chapter 7) A. ICC 500 requires storm shelters that are part of a larger building to be separated by a 2-Hour fire barrier.

B. Table 715.4 Fire Door and Shutter Assemblies.

2-Hour Fire Walls or Fire Barriers = 90 minutes

V. Fire Protection Systems (Chapter 9) This building is equipped throughout with an automatic sprinkler system

VI. Means of Egress (Chapter 10) A. Table 1004.1.1 Floor Area allowance per occupant:

1. Business areas: 100 gross sf/person for 8440 sf = 85

2. Accessory storage areas/mech. equipment room: 300 gross sf/person for 2434 sf = 9

Total occupant load = 94

B. Section 1007 Accessible means of egress.

1. All exit doors at grade are accessible

2. All exit stairs have a minimum of 48" width between handrails

C. Table 1016.1 Exit Access Travel Distance

1. 250' with sprinkler system Maximum travel distance as designed = 115' -6"

D. Table 1018.1 Corridor fire resistance rating:

1. 0-hours with sprinkler system.

E. Section 1005.1 Minimum Required Egress Width.

1. The total width of means of egress in inches shall not be less than the total occupant load served by means of egress multiplied by 0.3 per occupant for stairways and 0.2 per occupant for other egress components.

F. Section 1018.4 Dead Ends:

1. Maximum length - 20'.

No dead-end corridors as designed

G. Table 1021.1 minimum number of exits

1. 1 to 500 occupants - 2

1. 500 to 1,000 occupants - 3

1. More than 1,000 occupants - 4

Number of exits as designed = 10

VII. Miscellaneous Requirements:

A. Portable fire extinguishers are required in accordance with NFPA-101.

1. Maximum travel distance 75'-0"

Maximum travel distance as designed = 75' Number of FEC's/FEB's as designed = 27

Business

The minimum corridor width shall be as determined in section 1005.1, but not less than 44 inches.

All corridors are designed more than 44".

F. Section 1018.2 Corridor width.

42'-8"

FEB

T-SHAPED WHEELCHAIR

TURNING AREA

ACCESSIBLE ELEMENT

60" DIA. WHEELCHAIR

TURNING AREA

ACCESSIBLE PARKING

SPACE FOR CARS OR VANS

ACCESSIBLE ENTRANCE

ACCESSIBLE ROUTE TO

ACCESSIBLE ENTRANCES

OR FACILITIES

ACCESSIBILITY LEGEND

AREA OF REFUGE

HC

AR

WHEELCHAIR ACCESSIBLE

SEATING LOCATION OR

ELEMENT ACCESS

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY MANAGEMENT

AMP-400

PROJECT MANAGER:

CYNTHIA HURD, AMP-400

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

7/15/2014

As indicated

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CARSR / BEACON 5 & 6 RELOCATION PROJECT

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

BUILDING CODE CRITERIA

SUMMARY

G1.5ETS

BMW

2013-007862

-1

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JULY 15, 2014

CYNTHIA HURD, AMP-400

2013-007862

SCALE: 1" = 10'-0"A2.7 G1.5

TRAINING CENTER CODE SUMMARY &

ACCESSIBILITY PLAN

SCALE: 1" = 10'-0"A2.7 G1.5

STORAGE BUILDING CODE SUMMARY &

ACCESSIBILITY PLAN

N O

R

TH

TORNADO SHELTER

USABLE FLOOR AREA

EMERGENCY ESCAPE

TORNADO SHELTER ENTRY

MEN

WOMEN

G2.1 G2.1

SHELTER DESIGN INFORMATION

1. TYPE OF SHELTER: TORNADO

2. WIND DESIGN IN ACCORDANCE WITH ICC-500, 2008

3. DESIGN WIND SPEED: 250 MPH

4. IMPORTANCE FACTOR: 1.0

5. WIND EXPOSURE CATEGORY: C

6. INTERNAL PRESSURE COEFFICIENT: ±0.55

7. TOPOGRAPHIC FACTOR: 1.0

8. DIRECTIONALITY FACTOR: 1.0

9. THE TORNADO SHELTER IS LOCATED IN AN AREA DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN (UNSHADED ZONE X).

REFER FEMA/NFIP FLOOD INSURANCE RATE MAP NUMBER 40109C0270H,

REVISED DECEMBER 18, 2009.

10. FLOOD ELEVATION: N/A

11. DOCUMENTATION THAT PRESSURE AND IMPACT REQUIREMENTS ARE MET:

REFER SPECIFICATIONS FOR REQUIRED SHOP DRAWINGS/SUBMITTALS

12. REFER ______ FOR LOCATION OF TORNADO SHELTER WITHIN BUILDING.

13. LOWEST SHELTER FLOOR ELEVATION: 1,304'

14. TORNADO SHELTER OCCUPANT LOAD: 40 @ WOMEN RM 6 / 45 @ MEN RM 7

15. USABLE SHELTER FLOOR AREA (ICC-500, 501.1.2.2):

205 SF @ WOMEN RM 6 / 230 SF @ MEN RM 7

16. VENTING AREA: ____ SQ IN; LOCATIONS: REFER M1.1

17. REFER ______ FOR SIGNAGE LOCATIONS AND REQUIREMENTS.

18. MINIMUM PLUMBING REQUIREMENTS:

1 TOILET, 0 HANDWASHING FACILITIES @ WOMEN RM 6 (40 OCCUPANTS)

1 TOILET, 0 HANDWASHING FACILITIES @ MEN RM 7 (45 OCCUPANTS)

19. REFER E3.1 FOR EMERGENCY LIGHTING REQUIREMENTS.

20. REFER DRAWINGS & SPECIFICATIONS FOR QUALITY ASSURANCE PLANS.

1/G2.1

1/A2.13

FEC FEC

WOMEN

MEN

6A 7A

6B 7B

020 016 013017

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY MANAGEMENT

AMP-400

PROJECT MANAGER:

CYNTHIA HURD, AMP-400

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

7/15/2014

As indicated

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CARSR / BEACON 5 & 6 RELOCATION PROJECT

7900 W McLUCAS ST OKLAHOMA CITY, OKLAHOMA

TORNADO SHELTER PLAN

G2.1ETS

BMW

2013-007862

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JULY 15, 2014

CYNTHIA HURD, AMP-400

2013-007862

SCALE: 1/16" = 1'-0"A1.2 G2.1

1 TORNADO SHELTER LOCATION PLAN

NORTH

SCALE: 1/8" = 1'-0"G2.1 G2.1

2 TORNADO SHELTER PLAN

ET

GM

TV

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W

S

SS

TUG

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NOTED

NOTED

TBM

OR

ELEV.

C.O.

NOTED

C

UGE

P.C. CONC. (NOT PVM'T.)

P.C CONC. CURB & GUTTER

GAS LINE

FIRE LINE

BUILDING

STORM SEWER

WATER LINE

UNDERGROUND TELEPHONE

SANITARY SEWER

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC

VALVE & VALVE BOX

ELECT. OR TELEPHONE POLE

FLAGPOLE

DOWN GUY WIRE

BENCH MARK

LIGHT POLE

FIRE HYDRANT

CONTOUR LINE

MANHOLE

SPOT ELEVATION

DIRECTION OF DRAINAGE

FENCE

ELECTRIC RISER

TELEPHONE RISER

TREES

WATER METER

CABLE TV RISER

SURVEY REF. POINT

CIVIL LEGEND

PROPOSED EXISTING

ELECTRIC TRANSFORMER

SWING GATE

INLET

CLEANOUT

POST INDICATOR VALVE

COMMUNICATION LINE

X X

GAS METER

E

T

W

SIGN

SS

S

F

W

G

1174.85

C.O.

FIRE DEPT. STAND PIPE CONNECTION

24"

C1.0

& CIVIL LEGEND

GENERAL NOTES

BITUMINOUS PAVEMENT

8" P.C. CONC. PVM'T.

10" P.C. CONC. PVM'T.

C

UGE

UNDERGROUND ELECTRIC PRIMARY UGP

ITEMS CONTAINED IN THESE PLANS ARE FOR BIDDING PURPOSES ONLY.

FROM THE CITY OF OKC FOR CONSTRUCTION OF THESE ITEMS. INFORMATION REGARDING THESE

CITY UTILITY AND ROADWAY PROJECTS. CONTRACTOR SHALL OBTAIN FINAL APPROVED PLANS

18. SANITARY SEWER MAIN, WATER LINE AND McLUCAS STREET EXTENSION ARE CITY OF OKLAHOMA

AND THE STRUCTURAL DRAWINGS.

SUBGRADE FOR BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT

UNDER THE BUILDING SLAB TO A POINT 5' BEYOND THE PERIMETER OF THE BUILDING. IN ADDITION,

17. SUBGRADE FOR BUILDINGS: REMOVE EXISTING SUBGRADE SO AS TO PROVIDE A MINIMUM OF 4' OF SELECT FILL

COMPRESSIVE STRENGTH OF 4000 PSI.

DESIGN AND REINFORCEMENT SHALL CONFORM TO ASTM C-478, LATEST VERSION. MINIMUM

SHOWN FOR STORM, SANITARY, AND WATER LINE UTILITIES. PRECAST CONCRETE MANHOLE

16. PRECAST STRUCTURES MAY BE SUBSTITUTED FOR ALL CAST-IN-PLACE STRUCTURES

SHALL BE STOCKPILED IN AREAS DESIGNATED BY OWNER.

15. ALL AREAS TO BE GRADED SHALL BE STRIPPED OF TOPSOIL AND THE MATERIAL

PLANS FOR CONTINUATION.

14. CONSTRUCT UTILITY LINES TO WITHIN 5' OF THE BLDG. FOOTPRINT. SEE MECHANICAL

SIDEWALKS ARE DIMENSIONED TO BACK OF CURB.

13. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.

12. FOR UTILITY LOCATIONS CALL OKIE #1-800-522-OKIE.

REFER TO DETAILS.

11. ALL PROPOSED UNDERGROUND UTILITY LINES SHALL HAVE TRACE WIRE AND IDENTIFICATION TAPE, OR OTHER NON-GRAVITY, UNDERGROUND LINES.

PRECEDENCE OVER PRESSURIZED GAS LINES, WATER LINES, AND ELECTRIC, TELEPHONE,

CLEARANCE AT CROSSING POINTS. GRAVITY SANITARY AND STORM SEWER LINES HAVE

ASSURING THAT UTILITY LINES ARE CONSTRUCTED AT ELEVATIONS NECESSARY TO PROVIDE

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING, COORDINATING, AND

CAUSE ANY DAMAGE TO EXISTING UTILITIES.

9. THE CONTRACTOR WILL EXPOSE UTILITIES USING SUCH METHODS WHICH WILL NOT

OF OFF SITE.

MATERIAL OF ANY NATURE NOT USED NOR UTILIZED IN THIS CONSTRUCTION SHALL BE LEGALLY DISPOSED

8. CONTRACTOR SHALL PROVIDE A "CONSTRUCTION WASTE MANAGEMENT PLAN". ALL DEBRIS AND OTHER

THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY. THIS INCLUDES NOI AND SWPPP.

THE OKLAHOMA CITY PUBLIC WORKS DEPARTMENT, STORMWATER MANAGEMENT DIVISION, AND

AND SILTATION. CONTRACTOR SHALL FILE A DUAL STORMWATER CONSTRUCTION PERMIT THROUGH

ENVIRONMENTAL LAWS AND REGULATIONS, INCLUDING NPDES, TO CONTROL EROSION

7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORM WATER POLLUTION AND

AND PAYMENT.

EDITION 2009 AND ALL ERRATA THERETO. DISREGARD ALL REFERENCES TO MEASUREMENT

TRANSPORTATION'S STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,

SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA DEPARTMENT OF

6. CONSTRUCTION AND MATERIALS NOT INCLUDED IN THE PROJECT DRAWINGS AND

5. SEE MECHANICAL DRAWINGS FOR TELE./COMM. LINES AND DETAILS.

4. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL LINES AND DETAILS.

THE GAS LINES AND ALL APPURTENANCES THERETO, AND ALL OTHER PROPERTY.

THEMSELVES, ALL OTHERS, PROPERTY OF THE OWNER, THE GENERAL CONTRACTOR,

ACCESS TO THE CONSTRUCTION SITE USE DILIGENT CARE AT ALL TIMES TO PROTECT

EMPLOYEES, SUBCONTRACTORS, SUBCONTRACTOR'S EMPLOYEES, AND ANYONE WITH

THE PROTECTION OF PROPERTY. FURTHER-MORE, THE CONTRACTOR SHALL ENSURE THAT

SHALL USE EXTREME CAUTION AND CARE WHILE EXCAVATING TO ENSURE SAFETY AND

EXISTING UNDERGROUND NATURAL GAS LINES AND OIL LINES. THE GENERAL CONTRACTOR

3. WARNING!!! PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL

ALL OTHER PROPERTY.

CONTRACTOR, THE ELECTRICAL LINES AND ALL APPURTENANCES THERETO, AND

PROTECT THEMSELVES, ALL OTHERS, PROPERTY OF THE OWNER, THE GENERAL

ACCESS TO THE CONSTRUCTION SITE USE DILIGENT CARE AT ALL TIMES TO

EMPLOYEES, SUBCONTRACTORS, SUBCONTRACTOR'S EMPLOYEES AND ANYONE WITH

EXTREME CAUTION AND CARE RELATING TO SAFETY AND PROPERTY PROTECTION TO ENSURE

AND SERVICE LINES AND FIBER OPTIC LINES. THE GENERAL CONTRACTOR SHALL USE

PARALLEL EXISTING OVERHEAD AND/OR UNDERGROUND ELECTRICAL TRANSMISSION

2. WARNING!!! PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR

PLANS.

UNDERGROUND AND OVERHEAD UTILITIES MAY EXIST THAT ARE NOT DEPICTED ON THESE

THESE DRAWINGS, BOTH HORIZONTAL AND VERTICAL, ARE ONLY APPROXIMATE. ADDITIONAL

AN ON-SITE SURVEY AND OTHER SOURCES. THE UTILITY LINE LOCATIONS SHOWN ON

1. WARNING!!! UTILITY LINES DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED FROM

GENERAL PROJECT NOTES

GRAVEL

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

NDA

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

OFFICE OF:

ISSUED BY

AMP-400

FACILITY MANAGEMENT

PROJECT MANAGER:

WORK REQUEST NO:

CARSR / ASR 1/2 TRAINING CENTER

C.O.A. No. 699 Renewal Date: 06-30-15

3033 N.W. 63rd Street, Suite 250E ~ Oklahoma City, OK 73116 ~ 405.848.2471

MacArthur Associated Consultants

DRAWING NO.

SSIONA

L

E N G

IN

E

ER

AMOHALKO

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T E R E D

PR

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SAM

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PAPPAS

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N .d g n

7900 W. McLucas St. OKLAHOMA CITY, OKLAHOMA

CARSR / BEACON 5 & 6 RELOCATION PROJECT

AMP-400-E-2013-007862

2013-007862

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

KPF

JULY 15, 2014

AS SHOWN

CYNTHIA HURD, AMP-400CYNTHIA HURD, AMP-400

12'

40.67'

8'

E

T

SS

FH

12" RCP

C h a in L in k F e n c e

G

G

G

S S

OH OH OH OH OH OH OH

Storm Drain Inlet

Sanitary Sewer MH Rim=1299.29 FL South=1286.69

Street Lighting Box w/ 12"x12" Plastic Cover

Sign

LP

LP

WVWV

PP PP PP PP PP

LP

LP

Elec. MH

WM

W

WV

G G G G G G G G G G

McLUCAS ST.

S H

A F F

E R S

T

OILOILOILOILOILOILOILOILOIL

OH

O H

O H

O

IL

O

IL

O

IL

O

IL

O

IL W

O

IL

O

IL

O

IL

O

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W W

C C

U G

P U

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W WW W

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Comm. MH

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C P

R O J E

C T S

D -1

8"

OKC PROJ. WA-0710

Elev.=1300.42 E=2077420.10 N=145853.27 W/ Cap Set 1#2" Iron Pin

CP #501

Elev.=1302.67 E=2077151.94 N=145300.15 W/ Cap

" Iron Pin2 1Set

CP #502

Elev.=1298.89 E=2078132.76 N=145532.93 W/ Cap Set 1#2" Iron Pin

CP #500

E #98

E #97

E #94

UGP

U G

P

U G

P

UGP UGP UGP

(REFER ELEC. PLANS)

(REFER ELEC. PLANS)

C C C C C

C C

C

(REFER MECH. PLANS) (REFER MECH. PLANS)

CC

M E

C H P

L A

N S

(R E

F E

R

SYMBOL DESCRIPTION DATE APPR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

NDA

A

B

C

D

E

F

G

A

B

C

D

E

F

G

U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.

Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For

Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security

DEPARTMENT OF…