7 Plans_Bldg 131.pdf

06/10/20

06/10/20

1229367788C Text Box

SPECIAL NOTE:

Rooms 103 and 109 will remain occupied during all phases of construction. Special consideration and government coordination is required to perform construction activities in theses areas. Contractor shall ensure building systems including power, environmental conditioning, intruder detection and communication connectivity are continuous through the use of existing systems or temporary means. Notify government 30 day prior to any outages or construction activites affecting these spaces.

1229367788C Text Box

CONSTRUCTION NOTES:

1. The facility will remain occupied for the entire period of construction; so the Contractor shall make every reasonable effort to limit and minimize the effects of all construction operations on the occupied areas. At no time may access to any portion of the occupied facility be prevented.

2. Contractor shall provide a sequence of construction and phasing plan to accommodate facility and construction operations. Phasing provided is for general information and not intended to be final or a recommended solution.

3. Building systems shall remain operational for all occupied spaces. Contractor shall provide temporary building systems as necessary. Additionally, the existing Intruder Detection and Fire Alarm systems shall be protected and remain active, regardless of occupancy, until the new systems are placed-in-service.

4. Contractor shall provide and maintain temporary toilet facilities for building occupants. Provide toilets, lavatories/hand-wash stations, mirrors, toilet paper dispensers, paper towel dispenser, soap dispensers, and waste receptacles.

At a minimum, provide 2 mens and 2 womens toilets with one of each being ADA compliant, and 2 lavatories/hand-wash stations.

1229367788C Text Box Equip door with local audio alarm

GENERAL NOTES

1. EXISTING UTILITIES SHOWN ARE IN APPROXIMATE

LOCATIONS PER GIS INFORMATION PROVIDED BY DAVIS

MONTHAN AFB. SURVEY WAS NOT PERFORMED.

CONTRACTOR SHALL PROVIDE AF FORM 103 TO 355 CIVIL

ENGINEERING SQUADRON ALLOWING A MINIMUM OF 21

DAYS OF ADVANCE NOTICE FOR BASE OWNED UTILITY

LOCATIONS. ALLOW A MINIMUM OF 15 WORKING DAYS FOR

ALL UTILITY OUTAGES. UTILITY OUTAGE LASTING MORE

THAN 4 HOURS IN DURATION SHALL BE PERFORMED

DURING NON-DUTY HOURS AND WEEKENDS.

2. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED BY

ARIZONA 811 (FORMERLY AZ BLUE STAKE) AT (602) 688-5900

LOCATING SERVICE PRIOR TO EXCAVATION.

3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS AND REQUIRED ELEVATIONS AT THE SUBJECT

SITE. VERIFY THE LOCATION AND SIZE OF EXISTING

UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION

ACTIVITIES, INCLUDING UTILITY STRUCTURES, POINTS OF

CONNECTION, AND UTILITY CROSSINGS. NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES OR

EXCEPTIONS ENCOUNTERED PRIOR TO PROCEEDING. ANY

COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S

FAILURE TO VERIFY EXISTING CONDITIONS PRIOR TO

BEGINNING CONSTRUCTION SHALL BE BORNE BY THE

CONTRACTOR.

4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF

APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE

WHENEVER CONSTRUCTION IS IN PROGRESS.

5. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS,

REFERENCES, AND TYPICAL DETAILS OF CONSTRUCTION.

THE DRAWINGS DO NOT INDICATE EVERY CONDITION.

WORK NOT FULLY DETAILED SHALL BE OF CONSTRUCTION

SIMILAR TO PARTS THAT ARE FULLY DETAILED. CONSULT

THE CONTRACTING OFFICER WITH ANY INQUIRIES THAT

MAY ARISE.

6. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE

APPROVALS AND CLEARANCES FROM THE CONTRACTING

OFFICER PRIOR TO PROCEEDING WITH CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL COORDINATE WITH

THE AUTHORITIES HAVING JURISDICTION TO CONFIRM

INSPECTION, TESTING, AND CERTIFICATION

REQUIREMENTS.

7. SAFETY STANDARDS AND REQUIREMENTS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AND COMPLIED

WITH AS SET FORTH BY OSHA.

8. THE CONTRACTOR SHALL HAVE THE APPROPRIATE

LICENSES TO PERFORM THE SPECIFIED WORK IN

CONFORMANCE WITH THE CITY OF TUCSON, STATE OF

ARIZONA AND THE US FEDERAL GOVERNMENT.

9. RECORD DRAWINGS IDENTIFYING AND ACCURATELY

LOCATING SUBSURFACE UTILITIES AND IMPROVEMENTS

AND NOTING AS-CONSTRUCTED CONDITIONS SHALL BE

PROVIDED BY THE CONTRACTOR AT THE END OF

CONSTRUCTION.

EROSION & SEDIMENT CONTROL NOTES

1. THE FOLLOWING CONSTRUCTION SEQUENCE IS

RECOMMENDED AS A GUIDELINE IN ORDER TO BEST

MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENTATION CONTROL PROBLEMS:

a) CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION

OF TEMPORARY EROSION AND SEDIMENT CONTROL

(ESC) BEST MANAGEMENT PRACTICE MEASURES

(BMPS)

b) INSTALL TEMPORARY ESC BMPS, CONSTRUCTING

SEDIMENT TRAPPING BMPS AS ONE OF THE FIRST

STEPS PRIOR TO GRADING

c) CLEAR AND GRUB AS NEEDED FOR INSTALLATION.

d) PROTECT ALL PERMANENT STORMWATER FACILITIES

UTILIZING THE APPROPRIATE BMPS

e) INSTALL PERMANENT ESC CONTROLS, WHEN

APPLICABLE; AND,

f) REMOVE TEMPORARY ESC CONTROLS WHEN:

i. PERMANENT ESC CONTROLS, WHEN APPLICABLE, HAVE BEEN COMPLETELY INSTALLED

ii. ALL LAND-DISTURBING ACTIVITIES THAT HAVE THE

POTENTIAL TO CAUSE EROSION OR

SEDIMENTATION PROBLEMS HAVE CEASED; AND,

iii. LANDSCAPING AND ROCK MATERIALS HAVE BEEN

INSTALLED/RESTORED IN THE AREAS NOTED.

2. INSPECT ALL PAVEMENT SURFACES, AT THE END OF EACH

DAY. IF IT IS EVIDENT THAT SEDIMENT HAS BEEN TRACKED

OFF SITE, CLEANING IS REQUIRED. IF SEDIMENT REMOVAL

IS NECESSARY PRIOR TO PAVEMENT SURFACE WASHING,

IT SHALL BE REMOVED BY SHOVELING OR PICKUP

SWEEPING AND TRANSPORTED TO A CONTROLLED

SEDIMENT DISPOSAL AREA. IF FUGITIVE SOIL CONTINUES

TO BE TRACKED OFFSITE IN A PROBLEMATIC MANNER, THE

CONTRACTOR SHALL IMPLEMENT ADDITIONAL SEDIMENT

CONTROL BMPS TO MITIGATE THIS ISSUE.

3. RESTORE CONSTRUCTION ACCESS ROUTE EQUAL TO OR

BETTER THAN THE PRE-CONSTRUCTION CONDITION.

4. CONTROL FUGITIVE DUST FROM CONSTRUCTION ACTIVITY

IN ACCORDANCE WITH DAVIS-MONTHAN AIR FORCE BASE,

THE CITY OF TUCSON AND THE STATE OF ARIZONA OVER

THE PROJECT AREA. DO NOT USE WATER WHEN IT MAY

DAMAGE ADJACENT CONSTRUCTION OR CREATE

HAZARDOUS OR OBJECTIONABLE CONDITIONS, SUCH AS

ICE, FLOODING, AND POLLUTION. OIL APPLICATIONS FOR

DUST CONTROL ARE NOT ALLOWED.

5. STABILIZE EXPOSED UNWORKED SOILS (INCLUDING

STOCKPILES), WHETHER AT FINAL GRADE OR NOT, WITHIN

5 DAYS DURING THE REGIONAL WET SEASON (JULY 1

THROUGH SEPTEMBER 30) AND WITHIN 10 DAYS DURING

THE REGIONAL DRY SEASON (OCTOBER 1 THROUGH JUNE

30). SOILS MUST BE STABILIZED AT THE END OF A SHIFT

BEFORE A HOLIDAY WEEKEND IF NEEDED BASED ON THE

WEATHER FORECAST. THIS TIME LIMIT MAY ONLY BE

ADJUSTED BY THE CONTRACTING OFFICER.

6. PROTECT INLETS, DRYWELLS, CATCH BASINS AND OTHER

STORMWATER MANAGEMENT FACILITIES FROM SEDIMENT,

WHETHER OR NOT FACILITIES ARE OPERABLE.

7. INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY,

AND DAILY DURING/AFTER A RUNOFF PRODUCING STORM

EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT

CONTROL BEST MANAGEMENT PRACTICES TO ENSURE

SUCCESSFUL PERFORMANCE OF THE MEASURES. NOTE

THAT INLET PROTECTION DEVICES SHALL BE CLEANED OR

REMOVED AND REPLACED BEFORE SIX INCHES OF

SEDIMENT CAN ACCUMULATE.

8. THE CONTRACTOR SHALL COMPLY WITH ALL

REQUIREMENTS FOR STORM WATER DISCHARGE

ASSOCIATED WITH CONSTRUCTION ACTIVITY, INCLUDING

OBTAINING THE APPROPRIATE PERMITS AND APPROVALS.

9. FILTER FENCE SHALL BE USED TO AID IN CONTAINING ANY

SEDIMENT ON THE SITE DURING CONSTRUCTION. STORM

DRAIN INLET PROTECTION SHALL BE USED ON ANY AND

ALL STORM DRAIN STRUCTURES, INCLUDING CATCH

BASINS AND DRYWELLS. THE CONTRACTOR SHALL KEEP

THE AREAS ADJACENT TO THE SITE FREE FROM DEBRIS.

10. PROVIDE A DESIGNATED, POSTED CONCRETE WASHOUT

AREA. THE CONCRETE WASHOUT SHALL NOT BE ALLOWED

TO DRAIN OFF THE SITE OR INTO ANY EXISTING OR FUTURE

STORM DRAINAGE FACILITIES. HARDENED CONCRETE

WASHOUT SHALL BE BROKEN UP AND REMOVED FROM THE

SITE.

11. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION

CHEMICALS THAT COULD BE EXPOSED TO STORMWATER

MUST BE PREVENTED FROM BECOMING A POLLUTANT

SOURCE IN STORM WATER DISCHARGES.

12. RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL

VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM

EXTENT PRACTICAL.

13. KEEP ROADS ADJACENT TO INLETS CLEAN.

14. STOCKPILE CONSTRUCTION MATERIALS (SUCH AS

TOPSOIL) ON-SITE AND KEEP THESE THESE ELEMENTS OFF

OF ROADWAY AND SIDEWALKS.

15. REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER

THE TEMPORARY BMPS ARE NO LONGER NEEDED.

PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED

DURING THE REMOVAL PROCESS.

16. PROVIDE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES TO PREVENT SOIL EROSION AND

DISCHARGE OF SOIL-BEARING WATER RUNOFF OR

AIRBORNE DUST TO ADJACENT PROPERTIES, ACCORDING

TO THE REQUIREMENTS OF DAVIS-MONTHAN AIR FORCE

BASE, THE CITY OF TUCSON AND THE STATE OF ARIZONA.

THE CONTRACTOR SHALL COMPLY WITH ALL

REQUIREMENTS FOR STORMWATER DISCHARGE

ASSOCIATED WITH CONSTRUCTION ACTIVITY, INCLUDING

OBTAINING THE APPROPRIATE PERMITS AND APPROVALS.

17. EROSION CONTROL MEASURES, IN ADDITION TO THOSE

INDICATED AS PART OF THESE PLANS, MAY BE REQUIRED

DUE TO UNFORESEEN CONDITIONS, IF THE MEASURES DO

NOT FUNCTION AS INTENDED, OR IF DAVIS-MONTHAN AIR

FORCE BASE, THE CITY OF TUCSON AND THE STATE OF

ARIZONA DETERMINE INDICATED MEASURES ARE

INADEQUATE.

DEMOLITION NOTES

1. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN

SERVICE AND PROTECT THEM AGAINST DAMAGE DURING

DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING

UTILITIES SERVING ADJACENT OCCUPIED OR OPERATING

FACILITIES UNLESS AUTHORIZED IN WRITING BY THE

CONTRACTING OFFICER. PROVIDE TEMPORARY SERVICES

DURING INTERRUPTIONS TO EXISTING UTILITIES, AS

ACCEPTABLE TO THE CONTRACTING OFFICER. OUTAGES

MAY BE SCHEDULED WITH A MINIMUM NOTICE OF 15

WORKING DAYS; OUTAGES LONGER THAN 4 HOURS IN

DURATION WILL REQUIRE WEEKEND AND AFTER HOURS

WORK.

2. COORDINATE DEMOLITION OPERATIONS WITH THE

CONTRACTING OFFICER, INCLUDING REQUIREMENTS AND

SCHEDULING.

3. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED

IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR

REMOVING, AND RELOCATING IF NECESSARY, ANY ITEMS

NOT OTHERWISE NOTED THAT CONFLICT WITH THE

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

OF ANY CONFLICTING ITEMS NOT SHOWN ON THE PLANS

THAT MUST BE REMOVED OR RELOCATED. FAILURE TO

NOTIFY THE BASE DOES NOT RELIEVE THE CONTRACTOR

OF COST RESPONSIBILITY FOR REMOVING REQUIRED

ITEMS.

4. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF

DAVIS-MONTHAN AIR FORCE BASE AND THE STATE OF

ARIZONA.

5. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS

MATERIALS ARE ENCOUNTERED, DO NOT DISTURB;

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

6. CONDUCT DEMOLITION ACTIVITIES AND DEBRIS REMOVAL

OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH

ADJACENT FACILITIES.

7. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION

ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO

ORIGINAL CONDITIONS OR BETTER, TO THE SATISFACTION

OF THE CONTRACTING OFFICER, AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR

DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION

ACTIVITIES AND ANY DAMAGE THAT MAY OCCUR.

8. REMOVE DEMOLITION WASTE MATERIALS AND DEBRIS

FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN

AN EPA-APPROVED LANDFILL ACCEPTABLE TO

DAVIS-MONTHAN AIR FORCE BASE AND THE STATE OF

ARIZONA.

EARTHWORK & GRADING NOTES

1. SITE PREPARATION, GRADING, EXCAVATION AND FILL

REQUIREMENTS BELOW THE PROPOSED IMPROVEMENTS,

EMBANKMENTS, AND UTILITY TRENCHING SHALL BE

COMPLETED IN CONFORMANCE WITH THE SPECIFICATIONS.

2. REFER TO ARCHITECTURAL DOCUMENTS FOR ADDITIONAL

INFORMATION REGARDING EXTERIOR DOOR LOCATIONS.

COORDINATE ARCHITECTURAL ELEVATIONS WITH SITE

GRADING.

UTILITY & DRAINAGE NOTES

1. DRAWING PLANS AND DETAILS INDICATE GENERAL

LOCATION AND ARRANGEMENT OF UNDERGROUND UTILITY

AND STORM DRAIN PIPING. LOCATION AND ARRANGEMENT

OF PIPING LAYOUT TAKE DESIGN CONSIDERATIONS INTO

ACCOUNT. INSTALL PIPING AS INDICATED, TO EXTENT

PRACTICAL. WHERE SPECIFIC INSTALLATION IS NOT

INDICATED, FOLLOW PIPING MANUFACTURER'S WRITTEN

INSTRUCTIONS AND REQUIREMENTS OF DAVIS-MONTHAN

AIR FORCE BASE AND THE CITY OF TUCSON.

2. FOR EACH TYPE OF PIPE, USE JOINING MATERIALS

RECOMMENDED BY PIPING SYSTEM MANUFACTURER,

UNLESS OTHERWISE INDICATED.

3. BURY ALL UTILITIES AT MINIMUM DEPTH TO ALLOW FOR A

MINIMUM COVER OF 36 INCHES (3 FEET) OR IN COMPLIANCE

WITH MANUFACTURER'S REQUIREMENTS, WHICHEVER IS

GREATER. THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER FOR ALL REQUIREMENTS AND

TO CONFIRM THAT AN ADEQUATE DEPTH OF COVER IS

MAINTAINED OVER THE UTILITIES, INCLUDING CLEARANCES

BETWEEN THE VARIOUS UTILITIES.

4. CONTRACTOR SHALL MAINTAIN A MINIMUM TEN (10) FEET

OF HORIZONTAL SEPARATION BETWEEN WATER PIPE AND

PIPE CARRYING NON-POTABLE WATER. AT CROSSINGS,

PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES

BETWEEN WATER PIPE (ABOVE) AND PIPE CARRYING

NON-POTABLE WATER (BELOW). INSTALLATIONS FOR PIPE

CARRYING NON-POTABLE WATER MAY BE INSTALLED AT A

CLEARANCE LESS THAN THOSE STATED ABOVE IF THE

NON-POTABLE LINE IS SLEEVED. THE SLEEVE PIPE SHALL

BE ONE (1) SIZE LARGER THAN THE CONSTRUCTION PIPE.

THE SLEEVE SHALL BE AT LEAST TWENTY (20) FEET IN

LENGTH AND CENTERED ON THE CROSSING TO PROVIDE

FOR A MINIMUM HORIZONTAL SEPARATION OF TEN (10)

FEET EACH SIDE OF THE CROSSING, MEASURED

PERPENDICULAR TO THE CROSSED LINE. EACH END OF

THE SLEEVE SHALL BE SEALED WITH A FERNCO RUBBER

COUPLER.

5. CONTINUOUS WARNING TAPE SHALL BE INSTALLED AT A

DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE

PAVEMENT SECTION OR A DEPTH OF 12 INCHES WHERE

THERE IS NO PAVEMENT PRESENT. INSTALL DIRECTLY

OVER UTILITY PIPE AND CONDUITS AND AT OUTSIDE OF

EDGE OF UNDERGROUND STRUCTURES. TRACER WIRE IS

ALSO REQUIRED DIRECTLY OVER THE PIPING.

6. FIELD QUALITY CONTROL SHALL COMPLY WITH THE

DAVIS-MONTHAN AFB REQUIREMENTS. INSPECT, TEST,

DISINFECT, AND CLEAN UTILITY LINES IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS.

7. UTILITIES SHALL BE STUBBED FIVE (5) FEET OUTSIDE OF

THE BUILDING. THE SITE CONTRACTOR SHALL

COORDINATE CONTINUATION OF UTILITY SERVICES FROM

THAT POINT AND UTILITY CONNECTIONS TO THE BUILDING

WITH THE BUILDING CONTRACTOR AND BUILDING PLANS. A

PLUG SHALL BE INSTALLED AT THE END OF SERVICE LINES

UNTIL SUCH TIME THAT SERVICE IS EXTENDED TO THE

BUILDING FOR CONNECTION.

8. REFER TO ELECTRICAL PLANS FOR INFORMATION

REGARDING SITE LIGHTING, POWER, AND

COMMUNICATIONS. COORDINATE REQUIREMENTS AND

SCHEDULING FOR POWER AND UTILITY INSTALLATIONS

WITH THE CONTRACTING OFFICER, INCLUDING TRENCH

EXCAVATION, BEDDING, AND BACKFILL REQUIREMENTS.

9. INSTALL PRESSURIZED UNDERGROUND PIPING WITH

RESTRAINED JOINTS AT HORIZONTAL AND VERTICAL

CHANGES IN DIRECTION. RESTRAINMENT SHALL COMPLY

WITH THE REQUIREMENTS OF DAVIS MONTHAN AFB.

CONTRACTOR TO VERIFY WATER MAIN PRESSURE PRIOR

TO BEGINNING WORK.

ABBREVIATIONS

APPROX APPROXIMATE

(E) EXISTING

FW FIRE WATER

G GAS LINE

OD OUTSIDE DIAMETER

SS SANITARY SEWER LINE

TYP TYPICAL

UGC COMMUNICATION LINE

UGE UNDERGROUND ELECTRICAL LINE

VIF VERIFY IN FIELD

W WATER LINE

SAWCUT AND REMOVE PAVEMENT

ASPHALT

CONCRETE

LIMITS OF CONSTRUCTION

WEED BARRIER

FIRE HYDRANT

VALVE

SILT FENCE

CLEAR MECHANICAL YARD OF VEGETATION

JACK AND BORE COMMUNICATIONS

EXISTING LEGEND:

PROPOSED LEGEND:

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G

UGE

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X X

GAS LINE

WATER SERVICE LINE

FIRE WATER MAIN

SANITARY SEWER LINE

UNDERGROUND ELECTRICAL LINE

OVERHEAD ELECTRICAL LINE

ROCK LINED DRAINAGE SWALE

CONCRETE WALL

SECURITY FENCE

LIGHT POLE

POWER POLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

VALVE

ELECTRICAL TRANSFORMER

TRAFFIC DIRECTIONAL ARROW

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C0.1

LEGEND AND

NOTES

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CONDUITS UNDER S. HERKY BLVD.

UNDERGROUND ELECTRIC LINE

WATER LINE

W

UGE

LANDSCAPED AREA

CONSTRUCTION LIMITS

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AUGUST, 1991

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DOWL ENGINEERS

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SCOTT J. RICE

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CREATED BY

S HERKY BLVD

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BLDG.

BLDG.

BLDG.

BLDG.

C A

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P Y

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(E) PAD

MOUNTED

ANTENNA

(E) LIGHT POLE (TYP)

(E) CONCRETE PADS

WITH MECHANICAL

EQUIPMENT

(E) CONC. MAINTENANCE APRON

(E) WALL

(E) WALLS

(E) CONC. PAD

W/ MECH. EQUIP.

E

S

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(E) SIDEWALK

(E) CONC

(E) GATE

(E) CHAIN

LINK FENCE

(TYP)

(E) ROCK LINED DITCH

(E) GATE

(E) ASPHALT

(E) PAD MOUNTED

TRANSFORMER

(E) GATE

(E) LANDSCAPE(E) LANDSCAPE

(E) AC PARKING LOT

(E) AC PARKING LOT

(E) LANDSCAPE

(E)

LANDSCAPE

(E) WALL

(E) FIRE HYDRANT (TYP)

(E)

LANDSCAPE

(E) 5' SIDEWALK,

LOCATION APPROX

(E) 5' SIDEWALK,

LOCATION APPROX

402020 10

FEETSCALE:

1 INCH = 20

AS-BUILT STATEMENT

THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE

AS-BUILT DRAWINGS PROVIDED BY DAVIS-MONTHAN AIR FORCE

BASE. SITE IMPROVEMENTS AND UTILITY LOCATIONS SHOWN ON

THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING

ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE

EXISTING SITE CONDITIONS AND EXACT LOCATION OF EACH

UTILITY. THE CONTRACTOR SHALL CONTACT THE CONTRACTING

OFFICER AND ENGINEER IF DISCREPANCIES ARE NOTED.

CONTRACTOR SHALL CONTACT AZ BLUE STACK PRIOR TO

DIGGING TO LOCATE COMMERCIALLY OWNED UTILITIES.

ADDITIONALLY, CONTRACTOR SHALL SUBMIT AF FORM 103 TO 355

CIVIL ENGINEERING SQUADRON TO MARK ALL BASE OWNED

UTILITIES. ALLOW MINIMUM OF 21 DAYS TO PROCESS AF FORM 103

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GENERAL NOTES

KEY NOTES

1. DEMOLISH EXISTING CURB TO MATCH LIMITS

OF DEMOLISHED PAVEMENT.

2. CONTRACTOR TO ALIGN PROPOSED

EXCAVATION FOR UTILITIES ROUTING WITH

EXISTING CONCRETE SIDEWALK PANEL.

ONLY DEMOLISH WHOLE PORTIONS OF

EXISTING PANEL.

3. REMOVE AND SALVAGE LANDSCAPING AND

ROCK MATERIALS FOR RESTORATION.

4. JACK AND BORE COMMUNICATION CONDUITS

UNDER S. HERKY BLVD.

5. CONTRACTOR SHALL BACKFILL AND

STABILIZE/RESTORE TRENCH SURFACE

WITHIN 72 HOURS OF COMPLETING THE

UTILITY WORK AND/OR INSPECTION.

6. CLEAR MECHANICAL YARD OF VEGETATION.

7. EXISTING PAD MOUNT TRANSFORMER TO BE

DEMOLISHED. PROTECT EXISTING PAD AND

CONDUCTORS TO REMAIN FOR REUSE. SEE

ELECTRICAL PLAN FOR MORE INFORMATION.

8. DEMOLISH PAD MOUNT TRANSFORMER,PAD,

AND SECONDARY CONDUCTORS TO EXISTING

SERVICE ENTRANCE. SEE ELECTRICAL PLANS

FOR MORE INFORMATION.

9. PROTECT EXISTING UNDERGROUND POWER.

SEE ELECTRICAL PLANS FOR MORE

INFORMATION.

10. SAWCUT AND REMOVE EXISTING ASPHALT

PAVEMENT.

11. CONTRACTOR STAGING AREA. TEMPORARY

POWER IS NOT AVAILABLE.

12. LIMITS OF CONSTRUCTION

13. INSTALL SILT FENCE PER DETAIL 6, SHEET

C-500

14. REMOVE AND SALVAGE LANDSCAPING

MATERIALS FOR RESTORATION

1. SURVEY AND UTILITY LOCATES WERE NOT

PERMITTED DURING PROJECT DESIGN.

CONTRACTOR SHALL PERFORM UTILITY

LOCATES IN ACCORDANCE WITH THE BASE

PROCEDURES AND EXCAVATE WITH CAUTION. IF

THE CONTRACTOR DISCOVERS ADDITIONAL

UTILITIES WITHIN THE EXCAVATION AREA, THEY

WILL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY. CONTRACTOR SHALL NOT

INTERRUPT UTILITIES SERVICES WITHOUT

EXPRESSED PERMISSION FROM THE

CONTRACTING OFFICER.

2. COORDINATE ROAD CLOSURES (INCLUDING

PARKING AREAS) WITH DMAFB CIVIL

ENGINEERING. ALLOW A MINIMUM OF 15

WORKING DAYS FOR ROAD CLOSURES.

3. CONTRACTOR MUST VERIFY ELEVATIONS OF

EXISTING UTILITIES AT ALL UTILITY CROSSINGS.

IF CONFLICT EXISTS CONTRACTOR SHALL

RELOCATE UTILITIES AS NECESSARY AND

NOTIFY DMAFB CIVIL ENGINEERING.

EXISTING CONDITIONS & DEMOLITION PLAN

C1.0

EXISTING

CONDITIONS &

DEMOLITION

PLAN

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SSMH

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AUGUST, 1991

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DOWL ENGINEERS

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SCOTT J. RICE

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1"=20'

S HERKY BLVD

J A

M M

W

Y

BLDG.

BLDG.

BLDG.

BLDG.

BLDG.

C A

N O

P Y

SHED

(E) LANDSCAPE

(E) PAD

MOUNTED

ANTENNA

(E) LIGHT POLE (TYP)

(E) CONCRETE PADS

WITH MECHANICAL

EQUIPMENT

(E) CONC. MAINTENANCE APRON

(E) WALL

(E) WALLS

(E) CONC. PAD

W/ MECH. EQUIP.

E

S

I D

E W

A L K

(E) SIDEWALK

(E) CONC

(E) GATE

(E) CHAIN

LINK FENCE

(TYP)

(E) ROCK LINED DITCH

(E) GATE

(E) ASPHALT

(E) PAD MOUNTED

TRANSFORMER

(E) GATE

(E) LANDSCAPE(E) LANDSCAPE

(E) AC PARKING LOT

(E) AC PARKING LOT

(E) LANDSCAPE

(E)

LANDSCAPE

(E) WALL

(E) FIRE HYDRANT (TYP)

(E)

LANDSCAPE

(E) 5' SIDEWALK,

LOCATION APPROX

(E) 5' SIDEWALK,

LOCATION APPROX

UGC

UG

C

UG

C

UG

C

UG

C

UG

C

UG

C

UG

C

UG

C

UGC

UGC UGC

UGC

W W

W

WALL MOUNTED FDC

~78 LF 8" C900 PVC LATERAL,

3.0' MINIMUM COVER

33' ATFP

BUFFER LINE

(3) 4" CONDUITS FOR

TELECOMMUNICATIONS

PER DETAIL 8, SHEET C-501

33.0'

33.0'

33.0'

R

R

R

R

R

R

R

R=33.0'

(1) 8"x8"x8" TEE PER DETAIL

3, SHEET C-500

(1) GATE VALVE (MJxFL)

PER DETAIL 4, SHEET C-500

CONCRETE BLOCKING

~8LF 6" C900 PVC 3.0'

MINIMUM COVER

(1) 8"x8"x6" TEE PER DETAIL

3, SHEET C-500

(1) GATE VALVE (MJxFL)

PER DETAIL 4, SHEET C-500

CONCRETE BLOCKING PER

DETAIL 2, SHEET C-500

R

33.0'

R

CORE EXISTING STRUCTURE

C2.0

SITE

DEVELOPMENT

PLAN

GENERAL NOTES

KEY NOTES

1. REPLACE DEMOLISHED CONCRETE CURB AND GUTTER IN

KIND PER DETAIL 1, SHEET C-501.

2. REPLACE DEMOLISHED INTEGRATED CONCRETE

SIDEWALK PANEL IN KIND PER DETAIL 3, SHEET C-501

3. RESTORE ROCK AND LANDSCAPE AREAS TO EXISTING

CONDITIONS.

4. JACK AND BORE COMMUNICATION CONDUITS UNDER

SOUTH HERKY BLVD.

5. TRENCH BACKFILL FOR UTILITIES PER DETAIL 5, SHEET

C-500

6. SOURCE WATER LINE SIZE AS NOTED IN RECORD

DRAWINGS. CONTRACTOR TO FIELD VERIFY VALVE SIZE

TO BE 12" x 12" x 8".

7. REPLACE DEMOLISHED CONCRETE SIDEWALK PANEL IN

KIND PER DETAIL 4, SHEET C-501.

8. REPLACE PAVEMENT MARKINGS IN KIND WITH 4-INCH

WIDE WHITE PAINT. ALL STRIPING SHALL BE IN

ACCORDANCE WITH SECTION 4.1.7 OF ATTACHMENT C:

DMAFB DESIGN COMPATIBILITY GUIDELINES (2017).

9. INSTALL WEED BARRIER AND 2-INCH DEPTH MINIMUM OF

PEA GRAVEL.

10. LIMITS OF CONSTRUCTION

11. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY

LOCATION AND DEPTH. MAINTAIN 18" VERTICAL

CLEARANCE AT CROSSING.

12. FIRE HYDRANT CLOW MEDALLION - MODEL F2545 PER

DETAIL 1, SHEET C-500. THE HYDRANT SHALL BE

INSTALLED AT A MAXIMUM OF 100LF FROM THE FDC,

TAKING FUTURE PARKED CARS INTO CONSIDERATION.

CONTRACTOR SHALL FLOW TEST FIRE HYDRANTS AND

PAINT BONNET PER NFPA 25. HYDRANT BARREL SHALL BE

PAINTED PER IAW DAVIS MONTHAN STANDARDS.

13. UTILITY PATCH PER DETAIL 5, SHEET C-501

14. CONTRACTOR TO RELOCATE GAS LINE AS NEEDED FOR

INSTALLATION THRUST BLOCKING

1. SURVEY AND UTILITY LOCATES WERE NOT PERMITTED

DURING PROJECT DESIGN. CONTRACTOR SHALL

PERFORM UTILITY LOCATES AND SANITARY SEWER

MAIN INVERTS IN ACCORDANCE WITH THE BASE

PROCEDURES AND EXCAVATE WITH CAUTION. IF THE

CONTRACTOR DISCOVERS ADDITIONAL UTILITIES

WITHIN THE EXCAVATION AREA, THEY WILL NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY. CONTRACTOR

SHALL NOT INTERRUPT UTILITIES SERVICES WITHOUT

EXPRESSED PERMISSION FROM THE CONTRACTING

OFFICER.

2. CONTRACTOR SHALL PROVIDE NEW FIRE WATER LINE

AND COMMUNICATION SERVICES TO FACILITY 131. THE

CONTRACTOR SHALL ALSO PROVIDE A NEW FIRE

HYDRANT.

3. COORDINATE ROAD CLOSURES (INCLUDING PARKING

AREAS) WITH DMAFB CIVIL ENGINEERING. ALLOW A

MINIMUM OF 15 WORKING DAYS FOR ROAD CLOSURES.

4. CONTRACTOR MUST VERIFY ELEVATIONS OF EXITING

UTILITIES AT ALL UTILITY CROSSINGS. IF CONFLICT

EXISTS CONTRACTOR SHALL RELOCATE UTILITIES AS

NECESSARY AND NOTIFY DMAFB CIVIL ENGINEERING.

5. TRENCH UTILITIES PER DETAIL 5, SHEETC-500

402020 10

FEETSCALE:

1 INCH = 20

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AUGUST, 1991

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DOWL ENGINEERS

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SCOTT J. RICE

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CREATED BY

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TYPICAL TRENCH BACKFILL DETAIL

1. CONTRACTOR TO PROVIDE

BLOCKING ADEQUATE TO

WITHSTAND FULL TEST

PRESSURE.

2. DIVIDE THRUST BY SAFE

BEARING LOAD TO DETERMINE

REQUIRED AREA (IN SQUARE

FEET) OF CONCRETE TO

DISTRIBUTE LOAD.

3. AREAS TO BE ADJUSTED FOR

OTHER PRESSURE

CONDITIONS.

4. PROVIDE TWO 1" MINIMUM

DIAMETER RODS ON VALVES

UP THROUGH 10" DIAMETER.

VALVES LARGER THAN 10"

REQUIRE SPECIAL TIE ROD

DESIGN.

5. USE 3000 PSI CONCRETE FOR

THRUST BLOCKING.

NOTES:

4" 6" 8"

10" 12" 14" 16" 24"

TEST

PRESSURE

PSISIZE DEAD

ENDS

A

THRUST AT FITTINGS IN POUNDS

14468 21758 30780 41355 53483 117608225

90°

BEND

45°

BEND

22.5°

BEND

11.25°

BEND

30°

BEND

B C D E F

11869 20460 30770 43529 58485 75636

166322

11073 16652 23558 31652 40934 90013

12010 16136 20868 45888

10484 2305560878

UNBALANCED CROSS PLUGGED CROSS PLUGGED CROSS

(USE COLUMN A) (USE COLUMN B) (USE COLUMN A)

BENDVALVEPLUGGED TEE

DEAD ENDOFFSETTEE

(USE COLUMN A)(USE COLUMN B)

12" MIN.

3" 2768225 3914 2118 1080 543 11263 15933 21407 27685

COL A COL A

COL A

COL A

FIRE HYDRANT,

THREE WAY, SIZE

5-1/4, 6" INLET

" M

IN

2"

CAST IRON

COVER WITH

"FIRE" EMBOSSED

2 PIECE CAST IRON VALVE

BOX. PROVIDE OPERATING

NUT EXTENSION WHEN

FINISH GRADE EXCEEDS 30"

ABOVE GATE VALVE NUT

6" GATE VALVE

(FLG x MJ)

8" FIRE MAIN

1/2" DIA. RODS

UNDISTURBED SOIL 2 - 3/4" DIA SHACKLE

RODS COATED

WITH BITUMASTIC

6" ADAPTOR

THRUST BLOCK

CONCRETE BLOCK

4"x16"x16"

WASHED AND SCREENED GRAVEL

3/4" NO FINES. FIELD TO EXTEND

APPROX. 2 FEET AROUND & ABOVE

HYDRANT BASE AND DOWN TO

UNDISTURBED SOIL AS SHOWN.

FINISH GRADE

HYDRANT STANDARD

DO NOT OBSTRUCT

HYDRANT DRAIN

UNDISTURBED SOIL

COL "A"

6" SQ. STL

PL, 1" THK

SIDE OF TRENCH

2" SCH 40. STL. PIPE FOR 8" DIA. MAIN AND LESS

3" SCH 40 STL. PIPE FOR 10" AND 12" DIA. MAIN

4" SCH 40 STL PIPE FOR 18" DIA. MAIN

PIPE

PLUGTHRUST BLOCK

1/2" RODS THRU 10"Ø

1" GREATER THAN 10"Ø

COL C-F

COL C-F

COL B

STEEL PLATE

TYPICAL THRUST BLOCKING DETAILSTYPICAL FIRE HYDRANT DETAIL

GATE VALVE DETAIL

CAST IRON FRAME

AND COVER; COVER

TO READ "WATER"

FINISHED GRADE 4" WIDE UNDERGROUND

UTILITY MARKING TAPE

1'- 6"

MI

N

1'- 0"

TY

P

UTILITY

GRAVEL

BEDDING

GR

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B

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6" MI

N

1/2 O

D

AG

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EG

AT

E

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SE

C

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RS

E P-

NEW PAVEMENT

SECTION PER

DETAILS, SHEET C-501

6"

MIN

PIPE OD 6"

MIN

40" DIA x 8" DEEP

CONCRETE COLLAR

COMPACTED SUBGRADE

ADJUSTABLE CAST IRON

VALVE BOX, MIN 6" DIA

SERVICE STOP (BALL VALVE)

8" BUILDING LINE SERVICE

PROVIDE INSULATED 12 GA

COPPER TRACER WIRE

COMPACTED WASHED STONE

ARCH PATTERN BASE

WITH FOOT PIECE

FINISH GRADE

BUILDING SERVICE LINE

TEE

WATER/FIRE MAIN

DOUBLE STRAP

SERVICE SADDLE

20" MAX

4.5 ' M

IN

C

OV

ER

1"

6"

WATER SERVICE CONNECTION DETAIL

SILT FENCE

INSTALL

TRACER

WIRE

PVC BRASS BRASS PVC

PLASTIC METER BOX

COMPACTED

WASHED STONE

MAINLINE

GATE VALVE

USE DAVIS-MONTHAN BASE

STANDARD CONNECTION

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DETAILS

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TEMPORARY DEAD END PLUG

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http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com AutoCAD SHX Text

AUGUST, 1991

AutoCAD SHX Text

DOWL ENGINEERS

AutoCAD SHX Text

SCOTT J. RICE

JOINT SEALANT

GRADE3/8" TO 1/2" R

CAST-IN-PLACE CONCRETE

5/8" DIA. BACKER ROD

1/2

1 1 /4"

1/2"

1/2" PREMOLDED EXPANSION

JOINT FILLER

EXPANSION JOINT SEALANT DETAIL

1" R

5 1/2"1"

6 1/2"

1/2" R

18"

PAVEMENT

MATCH ADJACENT

PAVEMENT SLOPE

CONCRETE TRAFFIC

CURB AND GUTTER DETAIL

4"

EXISTING UNDISTURBED SUBGRADE

OR NEW STRUCTURAL FILL, COMPACT

UPPER 12" TO AT LEAST 95% OF MAX

DRY DENSITY (ASTM D1557)

PORTLAND CEMENT

CONCRETE (PCC)

3,000 PSI @ 28 DAYS

EXISTING PAVEMENT6"

EXISTING

BUILDING

INTEGRATED CONCRETE SIDEWALK

6"

12"

* MATCH EXISTING

MATCH

(E) RADIUS

SEE DETAIL

MATCH (E),

1.5% MAX SLOPE

UTILITY PATCH DETAIL

4"

EXISTING UNDISTURBED SUBGRADE

OR NEW STRUCTURAL FILL, COMPACT

UPPER 12" TO AT LEAST 95% OF MAX

DRY DENSITY (ASTM D1557)

PORTLAND CEMENT CONCRETE

(PCC) 3,000 PSI @ 28 DAYS, PER

AZDOT STD DWG C-05.20

SEE DETAIL

CONCRETE SIDEWALK DETAIL

EXISTING

SIDEWALK

EXISTING

GRAVEL

MATCH

EXISTING

ASPHALT PAVEMENT

(HMA CLASS 3/4"

PG64-22)

TACK COAT

TACK COAT

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http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com AutoCAD SHX Text

AUGUST, 1991

AutoCAD SHX Text

DOWL ENGINEERS

AutoCAD SHX Text

SCOTT J. RICE

CENTER

FUEL TANKS

MAIN

HQ

HOUSING

12 AF

GATE

41101, 41102

COMMISSARY

OFFICE

FAMILY

VISITOR

COURSE

ANTENNA FARM

TRAINING

FAMCAMP OVERFLOW

MOTORCYCLE

GYM

HAEFFNER

SUNGLOW RD

T

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FEETSCALE:

1 INCH = 300

HAUL ROUTE

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HAUL ROUTE

MATCH LINE - SEE THIS SHEET

MATCH LINE - SEE THIS SHEET

HAUL ROUTE

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HELIPAD

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TAXIWAY D

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NORTH RAMP

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WEST RAMP

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TAXIWAY C

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CONTRACTING OFFICE

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MAIN GATE/ VISITOR CENTER ALL OTHER HOURS & WEEKENDS

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SWAN GATE M-F 6:00AM TO 6:00PM

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PROJECT SITE

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SCALE:

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AutoCAD SHX Text 1"=500' http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com AutoCAD SHX Text

AUGUST, 1991

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DOWL ENGINEERS

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SCOTT J. RICE

AutoCAD SHX Text

CREATED BY

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SCALE:

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1"=500'

APPLICABLE CRITERIA

· DAVIS MONTHAN AIR FORCE BASE, DESIGN COMPATABILITY GUIDE, 2017 EDITION

· 355 CS BASE DESIGN GUIDE, 2018 EDITION

· UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, 2016 EDITION

· UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, 2016 EDITION

· UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 2010 EDITION

· UFC 4-010-05 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 2013 EDITION

· INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION

· NFPA 1, FIRE CODE, 2015 EDITION

· NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

· NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2016

EDITION

· NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

· NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016 EDITION

· NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018 EDITION

· NFPA 101, LIFE SAFETY CODE, 2018 EDITION

· AIR FORCE MANUAL 14-304, 2016 EDITION

· DODM 5105.21 VOLUME 2, 2012 EDITION

· ARCHITECTURAL BARRIERS ACT STANDARDS, 2008 EDITION

· ICD/ICS 705 TECH SPEC VER 1.4, SEPTEMBER 2017

AUTOMATIC FIRE SUPPRESSION AND FIRE ALARM MASS NOTIFICATION SYSTEMS

THE FACILITY WILL BE PROVIDED WITH NEW FIRE ALARM / MASS NOTIFICATION AND FIRE SPRINKLER SYSTEMS.

OCCUPANCY CLASSIFICATION

· GROUPS B, S-1, S-2 OCCUPANCIES

ALLOWABLE AREA/HEIGHT/NUMBER OF STORIES, AND CONSTRUCTION TYPE

CONSTRUCTION TYPE: TYPE VB CONSTRUCTION

SPRINKLER PROTECTION: YES

OCCUPANCY TYPE: NON-SEPARATED MIXED-USE

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

EXTERIOR SEPARATION REQUIREMENTS

THE SIZE AND HEIGHT OF THE EXISTING BUILDING ARE NOT CHANGING.

ALLOWABLE AVERAGE ROOF HEIGHT (IBC TABLE 504.3)

60 FEET

ACTUAL MAXIMUM HEIGHT TO ROOF PEAK 15 FEET

ALLOWABLE NUMBER OF STORIES (IBC TABLE 504.4)

3 STORIES

ACTUAL NUMBER OF STORIES 1 STORY

ALLOWABLE AREA (IBC TABLE 506.2) 36,000 SQ FT (GROUP S-1)

FIRE RATED CONSTRUCTION

CLASSIFICATION OF HAZARD OF CONTENTS (NFPA 101)

· LIGHT AND ORDINARY HAZARD CONTENTS (6.2.2.3)

OCCUPANT LOAD (NFPA 101 AND UFC 3-600-01)

· REFER TO THE LIFE SAFETY EGRESS PLAN.

ARRANGEMENT AND REQUIRED NUMBER OF MEANS OF EGRESS (NFPA 101)

· REFER TO THE LIFE SAFETY EGRESS PLAN.

CAPACITY OF MEANS OF EGRESS (NFPA 101)

· CAPACITY FACTOR

DOORWAYS, PASSAGEWAYS, RAMPS: 0.20 IN./PERSON (TABLE 7.3.3.1)

THE WIDTH OF ANY MEANS OF EGRESS, EXCEPT DOORS, SHALL NOT BE LESS THAN 36 IN. (7.3.4.1)

MEANS OF EGRESS COMPONENTS (NFPA 101)

· DOORS

WHERE PROVIDED, DOOR OPENINGS IN MEANS OF EGRESS SHALL NOT BE LESS THAN 36 IN CLEAR WIDTH AND AS

DETERMINED BY THE OCCUPANT LOAD FACTOR. (7.2.1.2.3.2)

· LOCKS, LATCHES, AND ALARM DEVICES

DOOR LEAVES SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS

OCCUPIED. (7.2.1.5.1)

LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR

OPERATION FROM THE EGRESS SIDE. (7.2.1.5.2)

A LATCH OR OTHER FASTENING DEVICE ON A DOOR LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS AN

OBVIOUS METHOD OF OPERATION AND THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS (INCLUDING

COMPLETE DARKNESS). (7.2.1.5.9)

THE RELEASING MECHANISM SHALL OPEN THE DOOR LEAF WITH NOT MORE THAN ONE RELEASING OPERATION.

(7.2.1.5.9.2)

ILLUMINATION OF MEANS OF EGRESS (NFPA 101)

· ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED THROUGHOUT THE ENTIRE BUILDING, INCLUDING THE

UNOCCUPIED AREA. EXIT ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES, AND CORRIDORS LEADING TO AN

EXIT. EXIT DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES, CORRIDORS, AND WALKWAYS LEADING TO A

PUBLIC WAY. (7.8.1.1)

· THE FLOORS AND OTHER WALKING SURFACES WITHIN AN EXIT AND WITHIN THE PORTIONS OF THE EXIT ACCESS AND

EXIT DISCHARGE SHALL BE ILLUMINATED AS FOLLOWS: (7.8.1.3)

1 FT-CANDLE FOR FLOORS

10 FT-CANDLE FOR STAIRS

0.2 FT-CANDLE DUE TO FAILURE OF ANY SINGLE LIGHTING UNIT

EMERGENCY ILLUMINATION OF MEANS OF EGRESS (NFPA 101)

· EMERGENCY ILLUMINATION SHALL INCLUDE ALL REQUIRED MEANS OF EGRESS LIGHTING, ILLUMINATED EXIT SIGNS AND

ALL OTHER LIGHTS SPECIFIED AS NECESSARY TO PROVIDE REQUIRED ILLUMINATION. EMERGENCY LIGHTING SYSTEMS

SHALL BE DESIGNED AND INSTALLED SO THAT THE FAILURE OF ANY INDIVIDUAL LIGHTING ELEMENT, SUCH AS THE

BURNING OUT OF A LAMP, CANNOT LEAVE IN TOTAL DARKNESS ANY SPACE THAT REQUIRES EMERGENCY ILLUMINATION.

(NFPA 70, 2014 EDITION SECTION 700.16)

· EMERGENCY ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED. EXIT ACCESS SHALL INCLUDE ONLY

DESIGNATED STAIRS, AISLES, AND CORRIDORS LEADING TO AN EXIT. EXIT DISCHARGE SHALL INCLUDE ONLY

DESIGNATED STAIRS, AISLES, CORRIDORS, AND WALKWAYS LEADING TO A PUBLIC WAY. (7.9.1.2)

· EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A MINIMUM OF 1-½ HOURS IN THE EVENT OF FAILURE OF NORMAL

LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS

THAN 0.1 FT-CANDLE, MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE

PERMITTED TO DECLINE TO NOT LESS THAN AN AVERAGE OF 0.6-FT-CANDLE AND, AT ANY POINT, NOT LESS THAN 0.06

FT-CANDLE AT THE END OF 1.5 HOURS. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL

NOT BE EXCEEDED. (7.9.2.1)

EXIT SIGNS (NFPA 101)

· EXIT SIGNS SHALL BE PROVIDED IN AREAS ACCESSIBLE TO THE PUBLIC AND WHERE AN EXIT IS NOT IMMEDIATELY

APPARENT. (7.10 AND 42.2.10)

· ACCESS TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE THE EXIT OR WAY TO

REACH THE EXIT IS NOT READILY APPARENT TO THE OCCUPANTS. (7.10.1.5.1)

INTERIOR FINISH CLASSIFICATIONS (NFPA 101)

MEANS OF EGRESS (NFPA 101)

BUILDING CODE SUMMARY LIFE SAFETY CODE SUMMARY

ACTUAL AREA

14,600 SQ. FT.

BUILDING ELEMENT FIRE-RESISTANCE RATING

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS 0

NON-BEARING WALLS AND PARTITIONS

- EXTERIOR

- INTERIOR

DEPENDANT ON FIRE SEPARATION

DISTANCE

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

REQUIRED SEPARATION FIRE-RESISTANCE RATING

PROTECTION FROM HAZARDS

- SEPARATION OF GENERAL STORAGE

ROOMS FROM ADJACENT SPACES (NFPA

101 8.7 AND A38.3.2.1)

OCCUPANCY SEPARATION N/A

CODE COMPLIANCE

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RISER

ROOM

CORRIDOR

CORRIDOR

MECHANICAL

BREAK

OFFICE

SHOWER

JAN

CONFERENCE

ROOM

BOILER

MEN

WOMEN

OFFICE

INTELLIGENCE

ADP-2

ADP-1

CLASSROOM

COMM

CLASSROOM

OFFICE

CLASSROOM

BRIEFING

AREA

SIMULATOR

OFFICE

MAINTENANCE

AREA

MAINTENANCE

AREA

OPEN

OFFICE

VESTIBULE

ENTRAPMENT

M.S.F. YARD

BUSINESS

130 FEET

(300 FEET MAX)

90 FEET

(100 FEET MAX)

BUSINESS

STORAGE

91 FEET

(400 FEET MAX)

29 FEET

(100 FEET MAX)

STORAGE

LEGEND

GENERAL NOTES

1. THE BUILDING IS SPRINKLERED AND IS UTILIZING THE

NON SEPARATED USE APPROACH.

# FEET

TRAVEL DISTANCE - TO EXIT

# FEET

COMMON PATH OF TRAVEL

(# FEET MAX)

# FEET

TRAVEL DISTANCE - TO EXIT

(# FEET MAX)

# FEET

COMMON PATH OF TRAVEL

(# FEET MAX)

COMPONENT

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

WIDTH FACTOR

COMPONENT

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

CAPACITY

WIDTH FACTOR

DOOR

0.2

32" CLEAR

43" CLEAR

DOOR

0.2

32" CLEAR

43" CLEAR

DOOR

0.2

32" CLEAR

32" CLEAR

DOOR

0.2

32" CLEAR

68" CLEAR

DOOR

0.2

32" CLEAR

60" CLEAR

EXIT SIGN

OCCUPANT LOADS

FIRST FLOOR LIFE SAFETY

PLAN

LS101

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S u i

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8'0' 4' 16'

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NORTH

DOOR

0.2

32" CLEAR

32" CLEAR

LIFE SAFETY FLOOR PLAN

OCCUPANT LOAD CALCULATIONS

SPACE OCCUPANCY USE

AREA

(SQ. FT.)

OCCUPANT LOAD FACTOR

(SQ. FT. / OCC.)

OCCUPANT LOAD

OPEN OFFICE - 129 BUSINESS

1,750 150 12

CONFERENCE ROOM - 126 ASSEMBLY

483 15 33

MECHANICAL - 119 STORAGE

398 500 1

BREAK 125 ASSEMBLY

122 15 9

BOILER - 118 STORAGE

80 500 1

JANITOR - 132 STORAGE

64 500 1

MEN - 115 BUSINESS

150 150 1

WOMEN - 114 BUSINESS

150 150 1

OFFICE - 112 BUSINESS

350 150 3

OFFICE - 110 BUSINESS

350 150 3

MAINTENANCE AREA - 123 STORAGE

211 500 1

MAINTENANCE AREA - 122 STORAGE

454 500 1

SIMULATOR OFFICE - 121 BUSINESS

219 150 2

BREIFING AREA - 120 BUSINESS

227 150 2

CLASSROOM - 117 EDUCATIONAL

454 20 23

OFFICE - 113 BUSINESS

378 150 3

CLASSROOM - 111 EDUCATIONAL

378 20 19

COMM - 109 STORAGE

311 500 1

MECHANICAL - 130 STORAGE

280 500 1

OFFICE - 107 BUSINESS

248 150 2

SHOWER - 106 BUSINESS

40 150 1

INTELLIGENCE - 108 BUSINESS

516 150 4

CLASSROOM - 102 EDUCATIONAL

655 20 33

ADP-1 - 103 BUSINESS

337 500 1

ADP-2 - 105 BUSINESS

350 500 1

CORRIDOR - 104 AND 124 BUSINESS

1,917 150 13

ENTRAPMENT 101 BUSINESS

67 150 1

VESTIBULE - 100 BUSINESS

254 150 2

RISER ROOM - 133 STORAGE 85

500 1

TOTAL

11,278

FIRE EXTINGUISHER (MINIMUM 2A:40B:C)

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LS100

AutoCAD SHX Text 1/8"=1'-0"

SEQUENCE OF OPERATIONS

FIRE ALARM GENERAL NOTES

FIRE ALARM SEQUENCE OF

OPERATIONS MATRIX

FIRE ALARM

SYSTEMS NOTES

AND DETAILS

FA001

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MONACO MAPP-X

AMP NAC 1

BOOSTER

BATTERIES BATTERIES

NAC

S

SLC

LOC/RDU

BATTERIES BATTERIES

TO DEDICATED

120 VAC

CIRCUIT

LOCKED OUT

AND TAGGED

TO DEDICATED

120 VAC

CIRCUIT

LOCKED OUT

AND TAGGED

TO DEDICATED

120 VAC

CIRCUIT

LOCKED OUT

AND TAGGED

TO DEDICATED

120 VAC

CIRCUIT

LOCKED OUT

AND TAGGED

S

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FIRE ALARM/ MNS RISER DIAGRAM

FIRE

FIRE

5'-0"

MAX

MANUAL

FIRE ALARM

PULL STATION

AUDIO /

VISUAL DEVICE

AUDIO DEVICE

FIRE ALARM/ MNS APPLIANCE MOUNTING HEIGHTS

AutoCAD SHX Text A. THE ACTIVATION OF MANUAL PULL STATIONS THE ACTIVATION OF MANUAL PULL STATIONS AND AREA SMOKE DETECTORS SHALL CAUSE FIRE ALARM OPERATION AS FOLLOWS: A.1. AUDIBLE APPLIANCES (SPEAKERS) TO SOUND A AUDIBLE APPLIANCES (SPEAKERS) TO SOUND A PRE-RECORDED MESSAGE THROUGHOUT THE FACILITY. A.2. VISUAL APPLIANCES (STROBE LIGHTS) TO VISUAL APPLIANCES (STROBE LIGHTS) TO ACTIVATE THROUGHOUT THE FACILITY. A.3. THE VISUAL INDICATION OF THE ALARM INITIATING THE VISUAL INDICATION OF THE ALARM INITIATING AREA OF INCIDENCE BY DEVICE TYPE AND LOCATION AT THE FIRE ALARM CONTROL PANEL. A.4. ACTIVATION OF AN AUDIBLE SIGNAL AT THE FIRE ACTIVATION OF AN AUDIBLE SIGNAL AT THE FIRE ALARM CONTROL PANEL. B. THE ACTIVATION OF FIRE SPRINKLER SYSTEM THE ACTIVATION OF FIRE SPRINKLER SYSTEM WATER FLOW SWITCHES SHALL CAUSE FIRE ALARM OPERATION AS FOLLOWS: B.A. FIRE ALARM OPERATION AS STATED ABOVE IN FIRE ALARM OPERATION AS STATED ABOVE IN PARAGRAPH A. B.B. WATER FLOW SWITCHES SHALL BE ZONED ON A WATER FLOW SWITCHES SHALL BE ZONED ON A PER SWITCH BASIS AND BY LOCATION. C. ACTIVATION OF A SPRINKLER SYSTEM ACTIVATION OF A SPRINKLER SYSTEM TAMPER SWITCH SHALL CAUSE A SYSTEM SUPERVISORY INDICATED BY A "TAMPER SUPERVISORY ALERT" AT THE FACP AND ANNUNCIATOR. D. DISPLAY INITIATING DEVICE CIRCUIT TROUBLE DISPLAY INITIATING DEVICE CIRCUIT TROUBLE CONDITIONS, SINGLE OPENS AND SINGLE GROUNDS, FOR EACH FIRE ALARM AND SUPERVISORY INITIATING CIRCUITS, AND PROVIDE A COMMON SYSTEM TROUBLE AT THE LOCAL FIRE ALARM CONTROL PANEL. E. DISPLAY NOTIFICATION APPLIANCE CIRCUIT DISPLAY NOTIFICATION APPLIANCE CIRCUIT TROUBLE CONDITIONS, SINGLE OPENS, SHORTS, AND SINGLE GROUNDS, FOR EACH CIRCUIT, AND A COMMON SYSTEM TROUBLE AT THE FIRE ALARM CONTROL PANEL. F. THE EFFECTIVE INTENSITY OF ALL THE EFFECTIVE INTENSITY OF ALL NOTIFICATION STROBES SHALL BE A MINIMUM FOR 15 CANDELA PRODUCING AN EQUIVALENT ILLUMINANCE OF 0.03 LUMENS / SW. FT. AT 50 FEET ON A HORIZONTAL AXIS. G. SYSTEM OPERATION SHALL BE LOW VOLTAGE SYSTEM OPERATION SHALL BE LOW VOLTAGE (24 VOLTS DC) INCLUDING ALL SUPERVISOR AND CONTROL FUNCTIONS. H. UPON LOSS OF 120 VAC OPERATING POWER, UPON LOSS OF 120 VAC OPERATING POWER, THE ENTIRE SYSTEM SHALL OPERATE ON STANDBY BATTERY POWER FOR 48 HOURS IN SUPERVISORY MODE AND THEN BE CAPABLE OF ALARM OPERATION FOR 15 MINUTES. I. THE TRANSFER TO STANDBY POWER SHALL THE TRANSFER TO STANDBY POWER SHALL NOT CAUSE A GENERAL ALARM TO BE GENERATED BUT SHALL BE INDICATED AT THE FIRE ALARM CONTROL PANEL AS A PRIMARY POWER LOSS TROUBLE. J. AUDIBLE AND VISUAL EVACUATION SIGNALS AUDIBLE AND VISUAL EVACUATION SIGNALS SHALL MEET THE REQUIREMENTS AND RECOMMENDATIONS OF NFPA-72 AND THE AMERICANS WITH DISABILITIES ACT (ADA). K. SYSTEM SHALL BE MONITORED BY THE SYSTEM SHALL BE MONITORED BY THE DAVIS MONTHAHN AFB MONACO D21 RADIO ALARM SIGNAL RECEIVING STATION.

AutoCAD SHX Text

1. THE FACILITY WILL REMAIN OCCUPIED FOR THE ENTIRE PERIOD OF THE FACILITY WILL REMAIN OCCUPIED FOR THE ENTIRE PERIOD OF CONSTRUCTION. CONSTRUCTION WORK SHALL BE PHASED TO LIMIT THE EFFECTS OF ALL CONSTRUCTION OPERATIONS ON THE OCCUPANTS. CONSTRUCTION WORK SHALL BE COORDINATED IN PHASES THAT WILL ENSURE THAT SCIF CERTIFICATION IS MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 2. ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND MUST MEET ALL APPLICABLE CODES. CONDUITS CONTAINING POWER LIMITED CIRCUITS SHALL BE PAINTED RED. BOXES AND COVERS CONTAINING POWER LIMITED CIRCUITS SHALL BE PAINTED RED. 3. ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM. ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 4. THE FIRE ALARM CONTROL PANEL SHALL BE MOUNTED APPROXIMATELY THE FIRE ALARM CONTROL PANEL SHALL BE MOUNTED APPROXIMATELY 70" A.F. (TOP OF PANEL). 5. TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 6. THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 7. INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 8. LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 9. SLC CIRCUITS SHALL BE CLASS A IN CONFIGURATION AND SIGNALING, IDC SLC CIRCUITS SHALL BE CLASS A IN CONFIGURATION AND SIGNALING, IDC CIRCUITS SHALL BE CLASS B IN CONFIGURATION SLC CIRCUITS SHALL BE TWISTED PAIR NON-SHIELDED FP CABLE PER MANUFACTURERS REQUIREMENTS. 10. LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72. 11. SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72. 12. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH-IN ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH-IN INSTALLATIONS WITH THE FIRE ALARM CONTRACTOR. 13. PER NFPA SPACING RECOMMENDATIONS, AREAS PROTECTED BY SMOKE PER NFPA SPACING RECOMMENDATIONS, AREAS PROTECTED BY SMOKE DETECTORS SHALL NOT HAVE ANY POINT ON THE CEILING GREATER THAN 0.7 TIMES THE LISTED SPACING OF THE DETECTOR (21 FT.) 14. ALL FIRE ALARM DEVICE SHALL BE RIGIDLY AND SECURELY FASTENED TO ALL FIRE ALARM DEVICE SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 15. NO SMOKE DETECTORS SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR NO SMOKE DETECTORS SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 16. NO DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF NO DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 17. INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 18. ALL CONDUCTORS SHALL BE LABELED BY CIRCUIT, IDENTIFIED BY WIRE ALL CONDUCTORS SHALL BE LABELED BY CIRCUIT, IDENTIFIED BY WIRE SIZE, AND ALL COLOR CODES SHALL MATCH. 19. FOR ALL SLC CLASS "A" SYSTEMS; ALL CIRCUIT FEED AND RETURNS FOR ALL SLC CLASS "A" SYSTEMS; ALL CIRCUIT FEED AND RETURNS SHALL BE SEPARATED BY A MINIMUM OF 6'-0". 20. ALL PANELS AND JUNCTION BOXES WILL BE LABELED "POWER LIMITED ALL PANELS AND JUNCTION BOXES WILL BE LABELED "POWER LIMITED FIRE ALARM SYSTEM" PER NEC 760. 21. WRITTEN OPERATING INSTRUCTIONS WILL BE LEFT AT THE FACP PER NFPA WRITTEN OPERATING INSTRUCTIONS WILL BE LEFT AT THE FACP PER NFPA 72 AND CLOSE OUT DOCUMENTATION WILL CONTAIN OR NOT BE LIMITED TO: 21.1. AN OWNER'S MANUAL AND MANUFACTURER'S PUBLISHED INSTRUCTIONS AN OWNER'S MANUAL AND MANUFACTURER'S PUBLISHED INSTRUCTIONS COVERING ALL SYSTEM EQUIPMENT 21.2.