A02.5 Attachment 1 - Comm Facility_Drawings 100%.pdf

PDF 37 MB Posted Aug 6, 2020

Attached to: Construct Communications Admin & Storage Facility Federal contract opportunity
Solicitation number: W50S6L-20-B-0011
Issued by: Department of the Army Alaska Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This notice provides details for a forthcoming solicitation to construct a communications administration and storage facility. The Department of the Army Alaska Army National Guard will issue an Invitation for Bid seeking a single firm fixed-price contract to construct a 3,200 square foot addition including office, shop, and secure compartmented information facility space. The base bid work is estimated to cost between $1-5 million including two options to install telecommunications cabling and furnish building equipment. Offerors must hold a CAGE code, register in SAM, and have a DUNS number from Dunn & Bradstreet to submit a proposal. A 20% bid bond is required and work must be completed within 210 days of notice to proceed. The North American Industry Classification System code for this opportunity is 236220. The solicitation, plans and specifications are available on beta.SAM.gov and the opportunity is anticipated to be a total small business set-aside with a $39.5 million annual revenue size standard.

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Other files for this federal contract opportunity

Other files attached to Construct Communications Admin & Storage Facility, newest first.
File	Type	Posted
Bid Abstract_BetaSAM.pdf	PDF	Sep 10, 2020
Amenment 1 - Q and A.pdf	PDF	Sep 3, 2020
Amendment 1.pdf	PDF	Sep 3, 2020
Site Visit Sign-in Sheet.pdf	PDF	Aug 26, 2020
SOW_Comm Facility 20200610.pdf	PDF	Aug 6, 2020
A02.6 Attachment 2 - Comm Facility_Specs 100%.pdf	PDF	Aug 6, 2020
Attachment 3 - eCMRA Memo.pdf	PDF	Aug 6, 2020
W50S6L-20-B-0011.pdf	PDF	Aug 6, 2020

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E B

U R

C -B

U R

NO PARKING

CODE

COMPLIANT

SITE PLAN

G-1.1

33' SETBACK

NEW COMMUNICATIONS

ADMINISTRATION / STORAGE BUILDING

33' UNOBSTRUCTED

1" =

10 5

10'

NORTH

BLDG

NORTH

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FDZE3500

AS INDICATED

NEW EXISTING

COMMUNICATIONS BUILDING ENLARGED VIEW

EX COMMUNICATIONS BUILDING

1" =

20 10

20'

OVERALL SITE

SEE COMMUNICATIONS BUILDING

ENLARGED VIEW, THIS SHEET, RIGHT

61'

EX WARM STORAGE BUILDING

I R

I F

I V

EX BUILDING

NEW COMMUNICATIONS

ADMINISTRATION / STORAGE BUILDING

I S

I V

FIRE DEPARTMENT

ACCESS ROUTE

35' INSIDE, 55' OUTSIDE

TURN RADII, TYP

35' INSIDE, 55' OUTSIDE

TURN RADII, TYP

24'

BLDG ENTRY

FIRE DEPARTMENT

CONNECTION

FIRE

HYDRANT

POST INDICATOR VALVE

ON FIRE SERVICE TO BLDG

FIRE RISER ROOM HOUSING

BACKFLOW PREVENTER WITHIN BLDG

POV SPACES TO BE

OBLITERATED / NO PARKING

AT BUILDING FACE

BORING LOGS

B-001

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FDZE3500

AS INDICATED

NEW EXISTING

SHEET NOTES

1. BORING LOGS AND MAPS SHOWN HERE IN ARE AS PROVIDED IN

REFERENCE 'GEOTECHNICAL ENGINEERING REPORT FOR THE

PROPOSED ALASKA AIR NATIONAL GUARD COMMUNICATIONS

ADMINISTRATION & STORAGE FACILITY JBER, ALASKA',

SEPTEMBER 2019, PREPARED BY NORTHERN GEOTECHNICAL

ENGINEERING, INC, DBA TERRA FIRMA TESTING. BORINGS ARE

TAKEN FROM 'DATA SUMMARY REPORT KULIS CORROSION

CONTROL HANGAR, PARARESCUE FACILITY, AND WING

OPERATIONS AND TRAINING FACILITY, ELMENDORF AIR FORCE

BASE, ALASKA', NOVEMBER 2007, BY DOWL ENGINEERING. DATA

WAS NOT COLLECTED BY, ANALYZED BY, OR PREPARED AND

PROVIDED BY JACOBS. DATA IS PROVIDED HEREIN FOR

REFERENCE ONLY.

PROJECT SITE

REFERENCE

BORINGS

CIVIL GENERAL

NOTES AND

DETAILS

C-001

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FDZE3500

AS INDICATED

NEW EXISTING

E-BUR

GENERAL NOTES

1. THE SCOPE OF CIVIL SITE WORK INCLUDES MINOR PAVEMENT AND

UTILITY DEMOLITION AND RECONSTRUCTION TO ACCOMMODATE

CONSTRUCTION OF THE COMMUNICATIONS BUILDING ADDITION. REFER

TO ARCHITECTURAL, STRUCTURAL, AND BUILDING UTILITIES FOR

ADDITIONAL DESIGN INFORMATION.

2. CONTRACTORS SHALL NOT WORK FROM PARTIAL SETS OF DOCUMENTS

AND SHALL READ AND BE FAMILIAR WITH THE DOCUMENTS AND THE

WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

3. THE CONTRACTOR MUST HAVE A SET OF SIGNED PLANS ON THE JOB SITE

AT ALL TIMES WHEN HIS FORCES ARE ON-SITE WHILE THE PROJECT IS

UNDER CONSTRUCTION.

4. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS, AND

DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS AND SHALL

REPORT INCONSISTENCIES TO THE CONTRACTING OFFICER FOR

RESOLUTION PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ESTABLISHMENT OF CONTROL LINES AND

LEVELS FOR ALL WORK AND WILL BE RESPONSIBLE FOR OVERALL

LAYOUT OF THE WORK. THE GOVERNMENT HAS PROVIDED AN INITIAL

LIMITED SURVEY; THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING

CONDITIONS, GRADES, UTILITIES, AND IMPROVEMENTS. EXISTING

CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON RECORD

DRAWINGS PROVIDED BY THE GOVERNMENT. PLANS ARE ACCURATE

ONLY TO THE DEGREE IMPLIED BY THE METHOD USED TO ESTABLISH

EXISTING CONDITIONS.

5. THE CONTRACTOR SHALL CALCULATE DIMENSIONS AND MEASURE FOR

LAYOUT OF WORK. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. ALL

DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO

BE COMPLETE IN EVERY DETAIL. WHEN AN ITEM IS PARTIALLY DRAWN, IT

SHALL APPLY TO ALL PARTS OF THE WORK. THE CONTRACTOR SHALL

COMPLETE THE WORK AS REASONABLY INFERABLE AND AS NECESSARY

TO PRODUCE THE INTENDED RESULTS.

6. JACOBS HAS EXERCISED REASONABLE AND ACCEPTABLE STANDARD OF

CARE IN PREPARATION OF THESE PLANS. THE DESIGN PROCESS

INCLUDES ACTIVITIES THAT OCCUR AFTER THE SIGNATURE, INCLUDING

CALCULATION, PLAN CHECK, AND VERIFICATIONS DURING

CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER SIGNATURE

ARE THE RESPONSIBILITY OF THE PARTY MAKING THE CHANGE; JACOBS

SHALL BE INDEMNIFIED FROM ANY DAMAGES RESULTING FROM THESE

CHANGES.

7. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION. ANY CONFLICT SHALL BE COORDINATED

BETWEEN CONTRACTOR AND CONTRACTING OFFICER. ANY DAMAGES TO

UTILITIES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO EXISTING UTILITIES AND

ALL UTILITY INSTALLATIONS AND/OR ABANDONMENTS SHALL BE IN

COMPLIANCE WITH THE REQUIREMENTS OF APPROPRIATE

JURISDICTIONAL AGENCIES. EXISTING UNDERGROUND UTILITY LINES ARE

SHOWN ON THE DRAWINGS BASED ON RECORD DRAWINGS PROVIDED BY

THE GOVERNMENT; NO SITE INFORMATION HAS BEEN VERIFIED BY FIELD

SURVEY. PLANS ARE ACCURATE ONLY TO THE DEGREE IMPLIED BY THE

METHOD USED TO ESTABLISH EXISTING CONDITIONS.

8. CONTACT UNDERGROUND LOCATING SERVICE FOR UTILITY MARK-OUT A

MINIMUM OF TWO (2) DAYS PRIOR TO BEGINNING WORK.

9. THERE ARE EXISTING ELECTRICAL UTILITIES IN THE WORK AREA WITH

UNKNOWN LOCATIONS. USE EXTREME CAUTION IN ANY EXCAVATION.

10. JACOBS CANNOT AND DOES NOT WARRANT THAT THIS INFORMATION IS

COMPLETE OR ACCURATE. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN ANY AND ALL MARKINGS AS NEEDED TO

PROTECT EXISTING UTILITIES. ANY DAMAGE OR INTERRUPTION OF

SERVICE CAUSED BY CONTRACTOR'S NEGLIGENCE SHALL BE REPORTED

IMMEDIATELY TO THE CONTRACTING OFFICER AND THE APPROPRIATE

UTILITY COMPANY AND SHALL BE REPAIRED AND SERVICE RESTORED IN

FULL COOPERATION WITH THE UTILITY COMPANY AT THE CONTRACTOR'S

EXPENSE.

11. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR

PROTECTING EXISTING TREES AND IMPROVEMENTS NOT SCHEDULED TO

BE REMOVED BY THIS CONTRACT. ANY TREE OR IMPROVEMENT THAT IS

DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED OR

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND

OBTAINING ALL PERMITS REQUIRED FOR THE WORK OF THIS CONTRACT,

INCLUDING BUT NOT LIMITED TO HAULING PERMITS AND DISPOSAL

PERMITS, INCLUDING FURNISHING ANY PLANS, INFORMATION, AND FEES

REQUIRED TO OBTAIN THE NECESSARY PERMITS.

13. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE

PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS

RESPONSIBILITY SHALL BE MADE TO APPLY CONTINUOUSLY AND SHALL

NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHALL

DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL AND THE

GOVERNMENT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE CONTRACTOR'S PERFORMANCE OF

THE WORK.

14. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE

FOR OR BE LIABLE FOR ANY UNAUTHORIZED USES OF AND CHANGES TO

THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND

MUST HAVE PRIOR APPROVAL BY THE PREPARER OF THESE PLANS AND

THE CONTRACTING OFFICER.

15. THE CONTRACTOR SHALL RESTORE PAVEMENT, CURBS, GUTTERS,

SIDEWALK, LANDSCAPING, IRRIGATION SYSTEMS, UTILITIES, AND OTHER

IMPROVEMENTS THAT ARE DISTURBED DURING CONSTRUCTION

ACTIVITIES TO THEIR ORIGINAL CONDITION.

16. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ANY NECESSARY

EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE

ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DIVISION OF

WATER AND THE CITY OF ANCHORAGE.

17. FINISH PAVING AND GRADING WORK INCLUDES ADJUSTING ALL RIMS OF

MANHOLES, VALVE BOXES, MONUMENTS, METERS, CLEANOUTS,

JUNCTION STRUCTURES, AND ALL OTHER STRUCTURES TO FINISHED

GRADE. REPLACE WITH H20-RATED BOX AND COVER IN STREETS,

DRIVEWAYS, AND VEHICULAR PATHWAYS.

18. A GEOTECHNICAL INVESTIGATION WAS NOT COMPLETED AS PART OF THIS

PROJECT. PAVEMENT RECOMMENDATIONS ARE BASED ON RECORD

DRAWINGS AND INFORMATION PROVIDED BY THE GOVERNMENT. SITE

PREPARATION IS BASED ON RECORD DRAWINGS AND INFORMATION

PROVIDED BY THE GOVERNMENT. PROVIDE FULL-TIME GEOTECHNICAL

INSPECTION DURING EXCAVATIONS FOR BUILDING AND/OR PAVEMENTS.

NOTIFY GOVERNMENT REPRESENTATIVE IMMEDIATELY IF UNSUITABLE

MATERIALS ARE ENCOUNTERED.

ABBREVIATIONS LEGEND

AB AGGREGATE BASE

ABA ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS

AC ASPHALT CONCRETE

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CJ CONSTRUCTION JOINT

CONC CONCRETE

CP CONTROL POINT

DI DRAIN INLET

DIA DIAMETER

DND DO NOT DISTURB

DTL DETAIL

DWG DRAWING

E EASTING

(E), EX EXISTING

EA EACH

EG EXISTING GRADE

EJ EXPANSION JOINT

ELEV ELEVATION

EP EDGE OF PAVEMENT

EPB ELECTRICAL PULL BOX

EQ EQUAL

ETC ETCETERA

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOWLINE

FM FORCED MAIN, FACTORY MUTUAL

FPS FEET PER SECOND

FS FINISHED SURFACE

GB GRADE BREAK

GR GRATE

H HIGH, HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

INV INVERT

ISA INTERNATIONAL SYMBOL OF

ACCESSIBILITY

L LENGTH

LF LINEAL FEET

M METERS

MAX MAXIMUM

ME MATCH EXISTING

MH MANHOLE

MIN MINIMUM

MNPT MALE NATIONAL PIPE THREAD

N NORTH, NORTHING

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

O.C. ON CENTER

PCC PORTLAND CEMENT CONCRETE

PMB PRE-ENGINEERED METAL

BUILDING

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

REF REFER TO, REFERENCE

RPM REVOLUTIONS PER MINUTE

S SLOPE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SIM SIMILAR, SIMILAR TO

SQ SQUARE

SPEC SPECIFICATION(S)

SS SANITARY SEWER

SST STAINLESS STEEL

t, T THICK, THICKNESS

TBD TO BE DETERMINED / DEVELOPED

TC TOP OF CURB

TW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

W WATER, WIDE

W/ WITH

WWM WELDED WIRE MESH

EXISTING PROPOSED

PROPERTY LINE

SEWER MANHOLE

ELEC

PAVEMENT SAWCUT

AC PAVING

LIMIT OF WORK

SEWER CLEANOUT

SIGN

IRRIGATION WITH HEADS AND VALVES

SEWER POC TO FM

SEWER PIPE

ELECTRICAL PULL BOX

LANDSCAPING

GRAVEL PAVING REMOVAL

S MH

EPB

WATER PIPE

ELECTRICAL - UNDERGROUND

ELECTRICAL - OVERHEAD

1.5'

GRAVEL

SHOULDER

DETAIL AT AC EDGE

MEET EXISTING

GRADE

AC EDGE

AT 1:1

SEE DETAIL AT

AC EDGE

24" MIN. CLASSIFIED NFS MATERIAL

PLACED IN 12" LOOSE LAYERS

COMPACTED PER SPECIFICATIONS

6" AGGREGATE BASE COURSE (AB), GRADING D1

3" ASPHALT PAVEMENT (AC)

12" SCARIFICED NATIVE SUBGRADE

COMPACTED PER SPECIFICATIONS

PROVIDE TACK COAT WHEN ADJACENT TO

CONCRETE OR EX AC PAVEMENT; SEE DETAIL

AT SAWCUT ABOVE

DETAIL AT SAWCUT

SAWCUT LINE

PER PLAN

TACK COAT AT SEAMS

EXISTING AC PAVEMENT

TO REMAIN

GRIND 1'W X 1.5"D

BEYOND SAWCUT LINE

ASPHALT PAVEMENT

PER PLAN

GRADE SURFACE

3" DOME. FILL POST WITH CONCRETE.

6" WIDE WHITE REFLECTIVE TAPE, 6" FROM

TOP OF BOLLARD

6" DIAMETER SCHEDULE 40 STEEL PIPE

POWDER COAT

YELLOW

1" CROWN

CONCRETE FOOTING

12" DIA MIN

3'-0"3'-2"

4'-0"

TELECOMMUNICATIONS - UNDERGROUND

C-BUR

NATIVE

BACKFILL

12" NATIVE

TOPSOIL

90%

RELATIVE

COMPACTION

1.5"

NOTES:

1. INTERMEDIATE BACKFILL REQUIREMENTS SHALL BE AS REQUIRED BY THE SOILS ENGINEER.

2. FOR TRENCHES GREATER THAN 4-FT DEPTH, PROVIDE TRENCH SHORING OR OTHER MECHANICAL

STABILIZATION TO MINIMIZE PAVEMENT TRENCHING IMPACT.

18"

STRUCTURAL

SECTION

MECHANICALLY

COMPACTED

MIN

BEDDING

ZONE

3'W, PIPE CENTERED

INTERMEDIATE

(NOTE 1)

TRACER WIRE

WARNING TAPE

NATIVE BACKFILL

95% COMPACTION

ENGINEERED BACKFILL

95% COMPACTION

HAUNCH ZONE

BEDDING

PAVEMENT

MECHANICALLY

COMPACTED

12"

MIN

BEDDING

ZONE

3'W, PIPE CENTERED

TRACER WIRE

WARNING TAPE

HAUNCH ZONE

BEDDING

OUTSIDE PAVED AREAS EXISTING AND NEW STREETS

12"

MIN

95%

RELATIVE

COMPACTION

RESTORE SURFACE

COVER TO MATCH EX

NOTES:

1. PAVING, ROCK AND SOIL MATERIALS (AC, AGGREGATE, AND NFS MATERIAL) REFERENCE THE STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

2. ONSITE MATERIAL USED AS BACKFILL SHALL HAVE A MAXIMUM OF 15-PERCENT PASSING THE #200 SIEVE OR PER THE

ALASKA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR NFS MATERIAL, WHICHEVER IS LESS.

6" PCC PAVING - REINFORCING

CENTERED ON SLAB SECTION

6" TYPE II-A AGGREGATE BASE TO

95% COMPACTION

24" OVEREXCAVATION; BACKFILL

WITH CLASSIFIED NFS MATERIAL

PLACED IN 8" LOOSE LAYERS

TO 95% COMPACTION PER ASTM D1557

12" SCARIFIED NATIVE SUBGRADE

MOISTURE CONDITION & RECOMPACT

TO 95% PER ASTM D1557

CONTRACTION JOINT

1/4"

1/8"R TYP

SAWED OR

GROOVED JOINT;

D: 1/4xPCC T

1/2"

PCC PAVING

PER PLAN

EXPANSION JOINT

PCC PAVING

PER PLAN

1/8"R TYP

JOINT SEALANT,

1/2"D

EXPANSION JOINT FILLER

MATERIAL, FULL DEPTH

NO.4 BARS @ 18"O.C. EACH WAY

T A

V E

R T

I C

ASPHALT PAVEMENT

30"L NO. 4 DOWEL AT 18" O.C.,

CENTERED ON PAVEMENT SECTION

NEW CONCRETE SECTION

AND REFINFORCING

SUBGRADE PREPARATION

PER SPECIFICATIONS

ADJOIN TO EXISTING

ASPHALT PAVING

BOND BREAKER

NOTES:

1. PAVING, ROCK AND SOIL MATERIALS (PCC, REINFORCING, AGGREGATE, AND NFS MATERIAL) REFERENCE THE STATE OF

ALASKA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

2. ONSITE MATERIAL USED AS BACKFILL SHALL HAVE A MAXIMUM OF 15-PERCENT PASSING THE #200 SIEVE OR PER THE

ALASKA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR NFS MATERIAL, WHICHEVER IS LESS.

3. PROVIDE JOINTS TO MATCH EXISTING OR IF NONE AT 10-FEET ON CENTER, EACH DIRECTION

NO PARKING

CIVIL SITE,

GRADING,

AND UTILITY

PLAN

CS101

33' UNOBSRUCTED

NEW COMMUNICATIONS

ADMINISTRATION / STORAGE BUILDING

FF=225.0±

33' UNOBSTRUCTED

1" =

10 5

10'

SHEET NOTES

1. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AND BASE

MATERIAL.

2. REMOVE GRAVEL.

3. OBLITERATE PAVEMENT MARKINGS.

4. REMOVE WATER. VERIFY IN FIELD.

5. ASPHALT SAWCUT PAVEMENT REPAIR. DETAIL 1/C-001.

6. ASPHALT PAVEMENT; 3"AC / 6"AB / 24"NFS. DETAIL 1/C-001.

7. CONCRETE PAVEMENT. MATCH EXISTING.

8. CONCRETE CURB AND GUTTER. MATCH EXISTING.

9. REPLACE PAVEMENT MARKINGS IN KIND. COLOR TO MATCH

EXISTING.

10. BOLLARD. PLACEMENT PER ARCHITECTURAL PLANS. DETAIL

3/C-001.

11. SANITARY SEWER POINT OF CONNECTION TO BUILDING.

PROVIDE CLEANOUT. REFER TO PLUMBING PLANS FOR

CONTINUATION.

12. SANITARY SEWER SERVICE.

13. SANITARY SEWER CLEAN OUT. RIM=FG.

14. SANITARY SEWER POINT OF CONNECTION TO EXISTING MAIN.

CORE CONNECTION TO EXISTING SEWER MANHOLE. FIELD

VERIFY LOCATION AND DEPTH.

15. WATER POINT OF CONNECTION TO BUILDING. REFER TO

PLUMBING PLANS FOR METER AND BACKFLOW PREVENTER AND

FOR CONTINUATION. REFER TO FIRE PROTECTION PLANS FOR

FIRE PROTECTION BACKFLOW PREVENTER AND

APPURTENANCES AND FOR CONTINUATION.

16. WATER SERVICE MAIN. PROVIDE ALL REQUIRED FITTINGS AND

THRUST BLOCKS.

17. WATER POINT OF CONNECTION TO EXISTING MAIN. PROVIDE

GATE VALVE ON SERVICE. FIELD VERIFY LOCATION AND DEPTH.

18. NATURAL GAS POINT OF CONNECTION TO BUILDING. REFER TO

PLUMBING PLANS FOR METER AND VALVES AND FOR

CONTINUATION. DISCONNECT AND REMOVE EXISTING

TEMPORARY GAS CONNECTION TO EXISTING COMMUNICATIONS

BUILDING.

19. NATURAL GAS SERVICE MAIN.

20. NATURAL GAS POINT OF CONNECTION TO EXISTING MAIN. FIELD

VERIFY LOCATION AND DEPTH.

21. ELECTRICAL UTILITY SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL PLANS. PAD PER STRUCTURAL.

22. RESTORE COVER TO MATCH EXISTING.

23. TELECOMMUNICATION UTILITY SHOWN FOR REFERENCE ONLY.

REFER TO TELECOMMUNICATIONS PLANS.

24. EXISTING EQUIPMENT - GOVERNMENT TO RELOCATE.

25. EXISTING LANDSCAPE. RESTORE IN KIND. RESTORE FLOW LINES

AND GRADE IN KIND.

26. 6FT H CHAIN LINK FENCE. CONNECT FENCE TO EXISTING FENCE

AND TO WEST FACE OF COMMUNICATIONS BUILDING.

27. FIRE HYDRANT WITH 6" LATERAL AND GATE VALVE.

28. POST INDICATOR VALVE.

KEY NOTES

TYP (2) SEGMENTS

1 5

TYP 10

INV214.9

S=1.8%

126"

2" 19

WATERLINE PROJECT UNDERWAY

LOCATION AND SIZE TO BE CONFIRMED

NORTH

2" DW

INV214.5

BLDG

NORTH

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FDZE3500

AS INDICATED

NEW EXISTING

MATCH LINE - SEE SHEET CS102

EX COMMUNICATIONS BUILDING

FF=225.0±

224.4± ME

224.9FG

TYP ALL AFFECTED

AREAS UNO

TYP 9

END 4

1. EXISTING CONDITIONS ARE BASED ON A LIMITED SITE SURVEY

OF THE EXISTING COMMUNICATION BUILDING AREA PROVIDED

BY SLANA SURVEY INC 19 SEPTEMBER 2019. REFER TO SURVEY

FOR DEFINITION OF CONTROL POINTS. SURVEY DOES NOT

EXTEND THROUGH ENTIRE WORK AREA. CONTRACTOR MUST

LOCATE AND VERIFY ALL EXISTING CONDITIONS AND UTILITIES.

2. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL/

PLUMBING DRAWINGS FOR BUILDING IMPROVEMENTS.

3. BACKFILL AND COMPACT VOIDS LEFT FROM REMOVAL OF

BOLLARDS, POSTS, POLES, ETC. SURFACE TO MATCH EXISTING

ADJACENT.

4. POTHOLE ALL UTILITY POINTS OF CONNECTION TO EXISTING TO

VERIFY EXISTING LOCATION, SIZE, DEPTH, AND MATERIAL PRIOR

TO INSTALLING ANY OF THE UTILITY SYSTEM.

5. POTHOLE ALL LOCATIONS WHERE NEW UTILITY CROSSES

EXISTING UTILITY TO CONFIRM TYPE, LOCATION, SIZE, DEPTH,

AND MATERIAL PRIOR TO INSTALLING ANY OF THE UTILITY

SYSTEM.

6. VERIFY FINISHED GRADES AT LIMIT OF WORK PRIOR TO

CONSTRUCTION, PARTICULARLY IN THE AREA WHERE THE

PHASE 1 COMMUNICATIONS BUILDING WAS UNDER

CONSTRUCTION AT THE TIME OF PREPARATION OF THIS

DOCUMENT.

7. IF UTILITY IS INSTALLED WITH LESS THAN 10-FT COVER, PROVIDE

MINIMUM 4-FT WIDE, 12-IN THICK INSULATION BOARD.

8. OVER-EXCAVATE BENEATH AND LATERALLY AROUND BUILDING

FOUNDATION PER STRUCTURAL REQUIREMENTS AND PER

RECOMMENDATIONS OF GEOTECHNICAL REPORT. A MINIMUM

OF 5-FEET OF OVER-EXCAVATION IS ANTICIPATED.

FIRE TURN RADIUS

ELIMINATE 2 POV SPACES

224.2±ME

224.9FG

223.4±ME

226±ME

224.5FG

6"FP

INV214.5

224.98FG

223.6±ME

224.5FG

222.7±ME

222.8± ME

224.5FG

224.98FG

TYP9

(2) POV

222.1±RIM

222.2PAD

224± ME

LIMIT OF CIVIL

SITE WORK

GRADE FROM PVMT

TO SWALE TO MAINTAIN

POSITIVE DRAINAGE

TYP 10

NO PARKING LETTERING

AND CROSS HATCHING

MAINTAIN ACCESS PATH TO AND

THROUGH GATE; COORDINATE

DISRUPTIONS WITH USER

E B

U R

CIVIL SITE,

GRADING,

AND UTILITY

PLAN

CS102

EX POV LOT

1" =

10 5

10'

SHEET NOTES

1. EXISTING CONDITIONS ARE BASED ON A LIMITED SITE SURVEY

OF THE EXISTING COMMUNICATION BUILDING AREA PROVIDED

BY SLANA SURVEY INC 19 SEPTEMBER 2019. REFER TO SURVEY

FOR DEFINITION OF CONTROL POINTS. SURVEY DOES NOT

EXTEND THROUGH ENTIRE WORK AREA. ALL EXISTING

CONDITIONS AND UTILITIES ARE TO BE LOCATED AND VERIFIED

BY CONTRACTOR.

2. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL/

PLUMBING DRAWINGS FOR BUILDING IMPROVEMENTS.

3. BACKFILL AND COMPACT VOIDS LEFT FROM REMOVAL OF

BOLLARDS, POSTS, POLES, ETC. SURFACE TO MATCH EXISTING

ADJACENT.

4. POTHOLE ALL UTILITY POINTS OF CONNECTION TO EXISTING TO

VERIFY EXISTING LOCATION, SIZE, DEPTH, AND MATERIAL PRIOR

TO INSTALLING ANY OF THE UTILITY SYSTEM.

5. POTHOLE ALL LOCATIONS WHERE NEW UTILITY CROSSES

EXISTING UTILITY TO CONFIRM TYPE, LOCATION, SIZE, DEPTH,

AND MATERIAL PRIOR TO INSTALLING ANY OF THE UTILITY

SYSTEM.

6. VERIFY EXISTING GRADES AT LIMIT OF WORK PRIOR TO

CONSTRUCTION.

7. IF UTILITY IS INSTALLED WITH LESS THAN 10-FT COVER, PROVIDE

MINIMUM 4-FT WIDE, 12-IN THICK INSULATION BOARD.

KEY NOTES

2" 19

S=1.8%

1 5

INV209.213

NORTH

BLDG

NORTH

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AS INDICATED

NEW EXISTING

MATCH LINE - SEE SHEET CS101

MATCH LINE - SEE THIS SHEET, ABOVE LEFT

MATCH LINE - SEE THIS SHEET, BOTTOM RIGHT

S=1.8%

E-0.01 FOR

CONTINUATION

MATCH LINE - SEE THIS SHEET, ABOVE

MATCH LINE - SEE THIS SHEET, BELOW

POTHOLE TO LOCATE EX

WATER PRIOR TO CONSTRUCTION

PROTECT EX WATER IN PLACE

POTHOLE TO LOCATE EX

WATER PRIOR TO CONSTRUCTION

PROTECT EX WATER IN PLACE

POTHOLE TO LOCATE EX

WATER PRIOR TO CONSTRUCTION

PROTECT EX WATER IN PLACE

POTHOLE TO LOCATE

EX SD PRIOR TO

CONSTRUCTION

PROTECT IN PLACE

INV202.8±14

POC

TO EX

ELECTRICAL, TELECOMM UTILITY POINTS OF CONNECTION

SEWER UTILITY POINT OF CONNECTION

1 5

LIMIT OF CIVIL

SITE WORK TYP

1. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AND BASE

MATERIAL.

2. REMOVE GRAVEL.

3. OBLITERATE PAVEMENT MARKINGS.

4. REMOVE WATER. VERIFY IN FIELD.

5. ASPHALT SAWCUT PAVEMENT REPAIR. DETAIL 1/C-001.

6. ASPHALT PAVEMENT; 3"AC / 6"AB / 24"NFS. DETAIL 1/C-001.

7. CONCRETE PAVEMENT. MATCH EXISTING.

8. CONCRETE CURB AND GUTTER. MATCH EXISTING.

9. REPLACE PAVEMENT MARKINGS IN KIND. COLOR TO MATCH

EXISTING.

10. BOLLARD. PLACEMENT PER ARCHITECTURAL PLANS. DETAIL

3/C-001.

11. SANITARY SEWER POINT OF CONNECTION TO BUILDING.

PROVIDE CLEANOUT. REFER TO PLUMBING PLANS FOR

CONTINUATION.

12. SANITARY SEWER SERVICE.

13. SANITARY SEWER CLEAN OUT. RIM=FG.

14. SANITARY SEWER POINT OF CONNECTION TO EXISTING MAIN.

CORE CONNECTION TO EXISTING SEWER MANHOLE. FIELD

VERIFY LOCATION AND DEPTH.

15. WATER POINT OF CONNECTION TO BUILDING. REFER TO

PLUMBING PLANS FOR METER AND BACKFLOW PREVENTER AND

FOR CONTINUATION. REFER TO FIRE PROTECTION PLANS FOR

FIRE PROTECTION BACKFLOW PREVENTER AND

APPURTENANCES AND FOR CONTINUATION.

16. WATER SERVICE MAIN. PROVIDE ALL REQUIRED FITTINGS AND

THRUST BLOCKS.

17. WATER POINT OF CONNECTION TO EXISTING MAIN. PROVIDE

GATE VALVE ON SERVICE. FIELD VERIFY LOCATION AND DEPTH.

18. NATURAL GAS POINT OF CONNECTION TO BUILDING. REFER TO

PLUMBING PLANS FOR METER AND VALVES AND FOR

CONTINUATION. DISCONNECT AND REMOVE EXISTING

TEMPORARY GAS CONNECTION TO EXISTING COMMUNICATIONS

BUILDING.

19. NATURAL GAS SERVICE MAIN.

20. NATURAL GAS POINT OF CONNECTION TO EXISTING MAIN. FIELD

VERIFY LOCATION AND DEPTH.

21. ELECTRICAL UTILITY SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL PLANS. PAD PER STRUCTURAL.

22. RESTORE COVER TO MATCH EXISTING.

23. TELECOMMUNICATION UTILITY SHOWN FOR REFERENCE ONLY.

REFER TO TELECOMMUNICATIONS PLANS.

24. EXISTING EQUIPMENT - GOVERNMENT TO RELOCATE.

25. EXISTING LANDSCAPE. RESTORE IN KIND. RESTORE FLOW LINES

AND GRADE IN KIND.

26. 6FT H CHAIN LINK FENCE. CONNECT FENCE TO EXISTING FENCE

AND TO WEST FACE OF COMMUNICATIONS BUILDING.

27. FIRE HYDRANT WITH 6" LATERAL AND GATE VALVE.

28. POST INDICATOR VALVE.

FrancoIX Snapshot

FIRE ALARM SYSTEM NOTESFIRE SPRINKLERFIRE SPRINKLER

FIRE ALARM SYMBOLS

PIPING SYMBOLS

MISCELLANEOUS

INSPECTOR'S TEST CONNECTION/AUXILARY DRAIN

4 IN X 2.5 IN X 2.5 IN WALL MOUNTED FIRE DEPARTMENT CONNECTION

FOR WET PIPE SPRINKLER SYSTEMS ONLY

SCIF AREA BOUNDARY

VALVE IN DROP

GATE VALVE

TEST PORT

PRESSURE GAUGE

WITH GAUGE COCK

PRESSURE CONTROL

VALVE

RELIEF VALVE

CHECK VALVE

ECCENTRIC REDUCER

TEE OUTLET DOWN

TEE OUTLET UP

STRAINER WITH

BLOWDOWN VALVE

UNION

VALVE IN CENTER DROP

DIRECTION OF

SLOPE DOWN

CONCENTRIC REDUCER

DIRECTION OF FLOW

VALVE IN RISE

ELBOW DOWN

ELBOW UP

WET PIPE SPRINKLER SYSTEM RISER

CEILING-MOUNTED FIRE ALARM HORN/STROBE WITH CLEAR LENS AND

WHITE FACEPLATE MARKED "ALERT"

CEILING-MOUNTED FIRE ALARM STROBE WITH CLEAR LENS AND WHITE

FACEPLATE MARKED "ALERT"

WALL-MOUNTED FIRE ALARM SPEAKER

WALL-MOUNTED FIRE ALARM HORN/STROBE WITH CLEAR LENS AND

WHITE FACEPLATE MARKED "ALERT"

WALL-MOUNTED FIRE ALARM STROBE WITH CLEAR LENS AND WHITE

FACEPLATE MARKED "ALERT"

MANUAL FIRE ALARM PULL STATION

"EP"

OMNI-DIRECTIONAL FIRE ALARM/MASS NOTIFICATION ANTENNA

ADDRESSABLE MONITOR (INPUT) MODULE

ADDRESSABLE CONTROL (OUTPUT) MODULE

TAMPER SWITCH

WATER FLOW SWITCH - VANE TYPE

DESIGNATES EXPLOSION PROOF DEVICE AND BACKBOX

ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR

"WP" DESIGNATES WEATHERPROOF DEVICE AND BACKBOX (NEMA TYPE 4)

BAT SECONDARY POWER SUPPLY (BATTERY)

FRT FIRE ALARM RADIO TRANSMITTER/TRANSCEIVER

WATER FLOW TEST DATA

DATE:

LOCATION:

OUTLETS FLOWING:

OUTLET DIAMETER: 2-1/2 INCH

4 OUTLETS

STATIC PRESSURE:

RESIDUAL PRESSURE:

DISCHARGE FLOW:

52 PSI

50 PSI

2737 GPM

JBER COMM MAINT.

APRIL 02, 2020

EXTERIOR HORN/STROBE WATERFLOW INDICATOR

2.5 IN HOSE VALVE

SPRINKLER DESIGN CRITERIA (MISSILE ASSEMBLY SHOP)

PATTERN HAZARD

CLASSIFICATION

DESIGN REQUIREMENTS MAX SPRINKLER

SPACING

DURATION

OF SUPPLY

REQUIRED

SPRINKLERS

NONE LIGHT

0.1 GPM/SF OVER MOST REMOTE 1,500 SF PLUS 250 GPM

HOSE STREAM, PROVIDED BY DOMESTIC SYSTEM

60 MIN 225 SF

ORDINARY, QUICK

RESPONSE K=5.6

ORDINARY

0.2 GPM/SF OVER MOST REMOTE 2,500 SF PLUS 250 GPM

HOSE STREAM, PROVIDED BY DOMESTIC SYSTEM

60 MIN 130 SF

ORDINARY, QUICK

RESPONSE K=8.0

A. PROVIDE A COMPLETE WET PIPE FIRE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING

ADDITION DESIGNED AND INSTALLED IN ACCORDANCE WITH UFC 3-600-01, NFPA 13,

2002 AND SPECIFICATION SECTION 211313. RELOCATE EXISTING FIRE SPRINKLER

RISER TO NEW RISER ROOM, EXISTING OVERHEAD SPRINKLER PROTECTION TO

REMAIN.

B. ANY PIPE SIZES THAT ARE SHOWN FOR THE WET PIPE SPRINKLER SYSTEM HAVE

BEEN HYDRAULICALLY CALCULATED PER UFC 3-600-01. DENSITY AND SPACING

REQUIREMENTS ARE LISTED IN THE SPRINKLER DESIGN CRITERIA TABLE BELOW.

FIELD VERIFY SYSTEM DESIGN AND LAYOUT PRIOR TO FABRICATION OR

INSTALLATION.

C. THE ENGINEER'S CALCULATIONS ARE UTILIZED TO DETERMINE THE ADEQUACY OF

THE FIRE WATER SUPPLY AND TO SELECT APPROXIMATE SIZE, QUANTITY, AND TYPE

OF EQUIPMENT. PROVIDE COMPLETE FIRE SPRINKLER SYSTEM HYDRAULIC

CALCULATIONS WITH SHOP DRAWINGS.

D. THE TOTAL CALCULATED WATER DEMAND FOR EACH OCCUPANCY IS EQUAL TO THE

SPRINKLER SYSTEM DEMAND AS CALCULATED PER UFC 3-600-01. OUTSIDE HOSE

STREAM IS PROVIDED THROUGH FIRE HYDRANTS SUPPLIED BY THE DOMESTIC

WATER SYSTEM.

E. PROVIDE QUICK RESPONSE BRASS UPRIGHT SPRINKLERS THROUGHOUT AREAS

EXPOSED TO STRUCTURE UNLESS NOTED OTHERWISE. PROVIDE WHITE QUICK

RESPONSE RECESSED PENDENT SPRINKLERS WITH WHITE ESCUTCHEONS IN AREAS

WITH SUSPENDED CEILINGS.

F. THE SEISMIC DESIGN CATEGORY IS D. PROVIDE PIPE HANGERS AND SWAY BRACING

ON ALL FIRE SPRINKLER SYSTEM PIPING AND EQUIPMENT, INSTALLED PER NFPA 13

AS REQUIRED BY UFC 3-600-01 AND UFC 4-010-01.

G. SEE ARCHITECTURAL DRAWINGS FOR ROOM FINISH SCHEDULE AND ROOM USE. SEE

ARCHITECTURAL REFLECTED CEILING PLANS FOR THE LOCATION OF ALL

CEILING-MOUNTED DEVICES. FIELD VERIFY AND COORDINATE THE LOCATIONS OF ALL

SYSTEM COMPONENTS INCLUDING PIPING, ALARMS, DRAINS, TEST CONNECTIONS,

ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

EQUIPMENT WITHIN THE BUILDING.

H. PROVIDE SLEEVES AND WALL PLATES FOR ALL PENETRATIONS THROUGH WALLS OR

FLOORS. FIELD VERIFY APPROXIMATE WALL AND FLOOR PENETRATIONS SHOWN ON

THE PLANS.

I. PROVIDE AUXILIARY DRAINAGE FOR ALL TRAPPED SECTIONS OF PIPE, REGARDLESS

OF VOLUME. PROVIDE AUTOMATIC AIR VENTS AT ALL HIGH POINTS IN EACH WET PIPE

SPRINKLER SYSTEM.

J. PROVIDE ACCESS DOORS AND SIGNAGE WHERE ACCESS IS REQUIRED TO

CONCEALED SPRINKLER EQUIPMENT, VALVES AND CONTROLS LOCATED IN WALLS OR

ABOVE CEILINGS.

K. WET PIPE SPRINKLER SYSTEM PIPING TO BE MINIMUM SCHEDULE 40 BLACK STEEL

AND JOINED BY A COMBINATION OF GROOVED, FLANGED, AND THREADED FITTINGS.

MARK ALL EXPOSED INTERIOR PIPING EXCEPT BRANCHLINES AND MAINS LESS THAN

2-1/2" WITH PLASTIC WRAP AROUND-TYPE LABELS CONFORMING TO ASME/ANSI A13.1.

INICATE THE TYPE OF FLUID CARRIED AND DIRECTION OF FLOW. STICK-ON, STRAPS,

OR ADHESIVE TAPE LABELS ARE NOT PERMITTED.

L. THE DOCUMENTS DEPICT PERFORMANCE LEVEL ENGINEERING DESIGN CRITERIA TO

BE UTILIZED AS GUIDANCE FOR THE PLANNING OF THE FIRE SPRINKLER SYSTEM.

PROVIDE COMPLETE DOCUMENTS FOR REVIEW AND APPROVAL FROM THE ENGINEER

AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. INCLUDE IN SHOP

DRAWINGS AND CALCULATIONS ANY ADDITIONAL EQUIPMENT NECESSARY TO

PROVIDE A COMPLETE INSTALLATION AND COMPLY WITH BASE STANDARDS.

A. REMOVE EXISTING FIRE ALARM SYSTEM AND PROVIDE A COMPLETE FIRE ALARM AND

MASS NOTIFICATION SYSTEM THROUGHOUT THE BUILDING IN ACCORDANCE WITH

2019 NFPA 72, UFC 3-600-01, UFC 4-021-01, AND SPECIFICATION 283163.

B. EXISTING ADDRESSABLE FIRE ALARM CONTROL PANEL (FACP) WITH INTEGRATED

MONACO TRANSCEIVER TO TRANSMIT FIRE ALARM, TROUBLE, SUPERVISORY, AND

WATER FLOW SIGNALS TO REMAIN.

C. PROVIDE POWER LIMITED FIRE ALARM CIRCUITS. PROVIDE MINIMUM 16 AWG CLASS B

NOTIFICATION APPLIANCE CIRCUITS. PROVIDE MINIMUM 18 AWG CLASS B INITIATING

DEVICE AND SIGNALING LINE CIRCUITS.

D. INSTALL ALL WIRING IN MINIMUM 3/4 IN. CONDUIT.

E. DO NOT LOCATE SMOKE OR HEAT DETECTORS IN DIRECT AIR OR CLOSER THAN 3

FEET FROM AN AIR SUPPLY OR RETURN DIFFUSER. INCREASE SEPARATION DISTANCE

WHEN ALONG DIRECT PATH OF AIR FLOW OR WHEN AIR VELOCITY IS HIGHER THAN

NORMAL.

F. MOUNT THE OPERABLE PART OF THE MANUAL PULL STATIONS AT 44 INCHES AFF AND

5 FT MAXIMUM SEPARATION FROM EXIT DOORS.

G. MOUNT ALL WALL-MOUNTED NOTIFICATION APPLIANCES WITH THE BOTTOM OF THE

STROBE LENS AT 80 IN. AFF, OR 6 IN. BELOW THE CEILING, WHICHEVER IS LOWER.

H. PROVIDE DUCT SMOKE DETECTORS ON THE SUPPLY SIDES OF ALL AIR-HANDLING

UNITS OVER 2,000 CFM AND THE RETURN SIDES OF ALL AIR-HANDLING UNITS OVER

15,000 CFM.

I. THESE DOCUMENTS DEPICT A PERFORMANCE LEVEL ENGINEERING DESIGN LAYOUT

TO BE UTILIZED AS GUIDANCE FOR THE PLANNING OF THE FIRE ALARM SYSTEM BY

THE CONTRACTOR. PROVIDE COMPLETE DOCUMENTS FOR REVIEW AND APPROVAL

FROM THE ENGINEER AND THE AUTHORITY HAVING JURISDICTION PRIOR TO

INSTALLATION. INCLUDE IN SHOP DRAWINGS AND CALCULATIONS ANY ADDITIONAL

EQUIPMENT NECESSARY, INCLUDING INITIATING DEVICES AND NOTIFICATION

APPLIANCES, TO PROVIDE A COMPLETE INSTALLATION AND COMPLY WITH BASE

STANDARDS.

FMCP COMBINATION ADDRESSABLE FIRE ALARM/MASS NOTIFICATION CONTROL

PANEL

LOC LOCAL OPERATING CONSOLE WITH MICROPHONE AND INTEGRATED

HVAC SHUTOFF SWITCH

TXT MASS NOTIFICATION LED TEXT SIGN

EXTERIOR MASS NOTIFICATION SYSTEM LOUD SPEAKER

F-0.1

FIRE PROTECTION

GENERAL NOTES

AND LEGEND

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AS INDICATED

NEW EXISTING

AutoCAD SHX Text Date

AutoCAD SHX Text Description

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AutoCAD SHX Text Revision:

AutoCAD SHX Text No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawing Title:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Jacobs Project No.:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

AutoCAD SHX Text

(949) 224-7500 FAX (949) 224-7501

AutoCAD SHX Text Keyplan:

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PLOT DATE:

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FILENAME:

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USER NAME:

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C 04/17/20 95%%% SUBMITTAL

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D 07/23/20 FINAL SUBMITTAL

2 3 41

A.1 E.1B.1 D.1

C.1

1.1

2.1

3.1

63'-0"

7'-6"

63'-0"

33'-8"

9'-9"

11'-2" 11'-0" 11'-0" 10'-4" 19'-6"

6'-6"5'-7"

F M

C P

OFFICEOFFICEOFFICEOFFICE

MDT

WORKSPACE

(DIRTY LAB)

RADIO

OPEN

OFFICE

STORAGE

KIT.

AREA

SCIF.

VEST.

LOBBY/

BREAK AREA

F.R. ROOM UNISEX

REST.

SCIF

(BRIEFING)

SRVR. RM

UNISEX

REST.

HALLWAY

ELEC.

ROOM

(E)

SHOP BUILDING #17570

L O

F-1.0

FIRE ALARM PLAN

GENERAL NOTES

1. REFER TO SHEET F-0.1 FOR ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.

2. REFER TO SHEET F-5.0 FOR FIRE ALARM RISER DIAGRAM, SEQUENCE OF OPERATIONS, AND DETAILS.

3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION WITH LIGHTS,

MECHANICAL DIFFUSERS, AND CEILING GRID.

KEY NOTES

C O

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FDZE3500

AS INDICATED

NEW EXISTING

FIRE ALARM PLAN

TRUE

NORTH

PLAN

NORTH

REMOVE EXISTING MONACO M SERIES INTEGRATED RADIO TRANSCEIVER FIRE ALARM

CONTROL PANEL AND EXISTING SMOKE DETECTOR.

REMOVE EXISTING MONITORING OF WET-PIPE SPRINKLER SYSTEM TAMPER AND FLOW

SWITCHES.

MONITOR TAMPER AND FLOW SWITCHES ON NEW WET-PIPE SPRINKLER SYSTEM.

PROVIDE DIELECTRIC UNION OR GROUNDING FOR CONDUIT PENETRATIONS INTO SCIF

AREA PERIMETERS PER UFC 4-010-05. CONDUIT PENETRATION MUST ENTER AT SINGLE

POINT INTO THE SCIF.

PROVIDE NEW COMBINATION FIRE ALARM/MASS NOTIFICATION CONTROL PANEL.

PROVIDE SMOKE DETECTOR FOR PROTECTION OF PANEL.

PROVIDE SELF-AMPLIFIED SECURE AREA FIRE ALARM/MASS NOTIFICATION

SPEAKER/STROBES IN SECURE AREA PER UFC 4-010-05.

PROVIDE RECESS MOUNTED LOCAL OPERATING CONSOLE WITH MICROPHONE.

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AutoCAD SHX Text Revision:

AutoCAD SHX Text No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawing Title:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Jacobs Project No.:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

AutoCAD SHX Text

(949) 224-7500 FAX (949) 224-7501

AutoCAD SHX Text Keyplan:

AutoCAD SHX Text Seal:

AutoCAD SHX Text

PLOT DATE:

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FILENAME:

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USER NAME:

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C 04/17/20 95%%% SUBMITTAL

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D 07/23/20 FINAL SUBMITTAL

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SCALE: 3/16" = 1'-0"

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2 3 41

A.1 E.1B.1 D.1

C.1

1.1

2.1

3.1

63'-0"

7'-6"

63'-0"

33'-8"

9'-9"

11'-2" 11'-0" 11'-0" 10'-4" 19'-6"

6'-6"5'-7"

OFFICEOFFICEOFFICEOFFICE

MDT

WORKSPACE

(DIRTY LAB)

RADIO

OPEN

OFFICE

STORAGE

KIT.

AREA

SCIF.

VEST.

LOBBY/

BREAK AREA

F.R. ROOM

UNISEX

REST.

SCIF

(BRIEFING)

SRVR. RM

UNISEX

REST.

HALLWAY

ELEC.

ROOM

(E)

SHOP BUILDING #17570

F-2.0

FIRE PROTECTION PLAN

GENERAL NOTES

1. REFER TO SHEET F-001 FOR ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.

2. REFER TO SHEET F-5.1 FOR FIRE SPRINKLER DETAILS.

3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION WITH LIGHTS,

MECHANICAL DIFFUSERS, AND CEILING GRID.

KEY NOTES

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FDZE3500

AS INDICATED

NEW EXISTING

FIRE PROTECTION PLAN

TRUE

NORTH

PLAN

NORTH

EXISTING WET-PIPE SPRINKLER RISER TO BE DEMOLISHED.

NEW WET-PIPE SPRINKLER RISER.

EXISTING SPRINKLERS AND PIPING TO REMAIN THIS AREA WHERE POSSIBLE. CONNECT

EXISTING MAIN TO NEW WORK PORTION.

PROVIDE DIELECTRIC UNION OR GROUNDING FOR PIPE PENETRATIONS INTO SCIF AREA

PERIMETERS PER UFC 4-010-05. PIPE PENETRATION MUST ENTER AT SINGLE POINT INTO

THE SCIF.

FIRE SPRINKLER DESIGN CRITERIA

PATTERN

EXISTING

HAZARD

CLASSIFICATION

DESIGN REQUIREMENTS MAX SPACING

LIGHT 0.1 GPM/SF OVER MOST REMOTE 1,500 SF PLUS

250 GPM HOSE STREAM, PROVIDED BY

DOMESTIC SYSTEM

225 SF

ORDINARY 0.2 GPM/SF OVER MOST REMOTE 2,500 SF PLUS

250 GPM HOSE STREAM, PROVIDED BY

DOMESTIC SYSTEM

130 SF

REFER TO CIVIL DRAWINGS FOR UNDERGROUND UTILITIES.

FIRE DEPARTMENT CONNECTION.

0.2 GPM/SF OVER MOST REMOTE 2,500 SF PLUS

250 GPM HOSE STREAM, PROVIDED BY

DOMESTIC SYSTEM

ORDINARY

130 SF

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AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawing Title:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Jacobs Project No.:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

AutoCAD SHX Text

(949) 224-7500 FAX (949) 224-7501

AutoCAD SHX Text Keyplan:

AutoCAD SHX Text Seal:

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PLOT DATE:

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FILENAME:

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USER NAME:

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C 04/17/20 95%%% SUBMITTAL

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D 07/23/20 FINAL SUBMITTAL

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SCALE: 3/16" = 1'-0"

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SYSTEM INPUT

GENERAL FIRE ALARM

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SYSTEM OUTPUTS

NOTIFICATION

ANNUNCIATION

AT LOCAL PANEL

ED IHF G J K

FACP

FUNC

SMOKE DETECTOR (OVER FIRE ALARM PANEL OR REMOTE POWER SUPPLY)

MANUAL PULL STATION

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TROUBLE FUNCTIONS

COMMON TROUBLE

SUPERVISORY DEVICES

COMMON SUPERVISORY

FIRE ALARM SYSTEM LOW BATTERY

FIRE ALARM AC POWER FAILURE

GROUND FAULT

NOTIFICATION APPLIANCE CIRCUIT SHORT

OPEN CIRCUIT

PANEL FUNCTIONS

SYSTEM RESET

SYSTEM SILENCE

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SUPERVISED CONTROL VALVE OPERATIONS

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0'-4" (MIN)

3'-0" (MIN)

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SUPPLY OR RETURN

DIFFUSER

CEILING LINE

S I D

A L L

CEILING MOUNTED HEAT

DETECTOR ACCEPTABLE

HERE

NEVER HERE

WALL MOUNTED

HEAT DETECTOR

FINISHED

WALL

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CEILING MOUNTED

SMOKE/HEAT

DETECTOR

CEILING MOUNTED NOTIFICATION APPLIANCE

(INSTALL AT BOTTOM OF JOIST OR BEAM IF

OPEN AREA TO STRUCTURE)

FINISHED

WALL

FINISHED

FLOOR

F M

C P

FIRE ALARM/

MASS

NOTIFICATION

CONTROL

PANEL

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NOTIFICATION

APPLIANCE

WALL MOUNTED SMOKE

DETECTOR

A X

CEILING MOUNTED SMOKE DETECTOR

ACCEPTABLE TIGHT TO CORNER

SYNCHRONIZE

MORE THAN

TWO

APPLIANCES

IN ANY FIELD

OF VIEW

5'-0"

(MAX)

MANUAL PULL

STATION

P E

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B L E

P A

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FACP

FS TS

SPD

FTR

SPD

ANTENNA

LIGHTING

ARRESTOR

J-BOX ON EXPOSED CEILING

3/4 IN EMT CONDUIT

SMOKE OR HEAT DETECTOR

SMOKE OR HEAT

DETECTOR BASE

SMOKE DETECTOR

DROP CEILING TILE

J-BOX ON BOTTOM OF

ROOF DECK/STRUCTURE

CEILING MOUNTED

4 IN x 4 IN x 2 1/4 IN J-BOX

SMOKE DETECTOR

BASE

3/4 IN EMT CONDUIT

"T" BAR TYPE

HANGER

1/2 IN FLEX WITH

FIRE DETECTION

CIRCUITS

F-5.0

FIRE ALARM

DETAILS

KEY NOTES

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FDZE3500

AS INDICATED

NEW EXISTING

FIRE ALARM SEQUENCE OF OPERATIONS

NEW COMBINATION ADDRESSABLE FIRE ALARM.MASS NOTIFICATION CONTROL PANEL.

MONITOR WATERFLOW (WF) AND TAMPER SWITCHES (TS) FOR WET-PIPE SPRINKLER SYSTEM,

PROVIDE ADDRESSABLE MANUAL FIRE ALARM PULL STATIONS WITHIN 5 FEET OF ALL EXIT

DOORS.

EXISTING SMOKE DETECTOR ABOVE FIRE ALARM CONTROL PANEL.

PROVIDE ADDITIONAL AUDIBLE/VISIBLE NOTIFICATION APPLIANCES AS NECESSARY TO MEET THE

AUDIBILITY AND VISIBILITY REQUIREMENTS SUCH THAT VOLTAGE DROP DOES NOT EXCEED THE

MAXIMUM ALLOWED BY THE MANUFACTURER PER NFPA 72.

CLASS B CIRCUIT WITH END OF LINE RESISTOR.

PROVIDE ADDITIONAL CIRCUITS AS NECESSARY TO FORM A COMPLETE AND USABLE SYSTEM.

CIRCUITS OPERATING AT 24VDC SHALL NOT OPERATE LESS THAN 21.6VDC.

DEVICE MOUNTING DETAIL

FIRE ALARM RISER DIAGRAM

EXPOSED STRUCTURE DETECTOR DETAIL

DROP CEILING DETECTOR DETAIL

CONNECT TO 120 VAC, 20 AMP DEDICATED CIRCUIT.

PROVIDE GROUNDING PER NFPA 70.

AutoCAD SHX Text Date

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2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

AutoCAD SHX Text

(949) 224-7500 FAX (949) 224-7501

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PLOT DATE:

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FILENAME:

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USER NAME:

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C 04/17/20 95%%% SUBMITTAL

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D 07/23/20 FINAL SUBMITTAL

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NOTE: PROVIDE ENGRAVED HYDRAULIC DESIGN DATA PLACARD ON

THE SPRINKLER RISER IN ACCORDANCE WITH NFPA 13.

OBSTRUCTION GREATER

THAN 48 IN WIDE OR WITHIN

18 IN OF SPRINKLER

OVERHEAD

UPRIGHT SPRINKLER

WITH HEAD GUARD

BRANCHLINE

1 IN DOWN TO SPRINKLER

BELOW OBSTRUCTION

1 IN GLOBE VALVE

1 IN PLUG

SURGE

RESTRAINER

SURGE

ROD

RESTRAINER

ALL THREAD

SURGE

RESTRAINER

NOTE: TO BE USED ONLY WITH BAND HANGERS TO RESTRAIN THE

UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD

ACTIVATION OR SEISMIC ACTIVITY. INSTALL AT THE END OF EACH BRANCH

LINE AND AT 30' INTERVALS ALONG BRANCH LINES PER NFPA 13.

FIG. 4A

PIPE CLAMP

FOR SWAY BRACE

BRACE PIPE

FIG. 910

SWIVEL SWAY

BRACE FITTING

FIG. 800

SWAY BRACE

ATTACHMENT TO

STEEL I-BEAM

FIG. 800

SWAY BRACE

ATTACHMENT TO

STEEL I-BEAM

FIG. 910

SWIVEL SWAY

BRACE FITTING

BRACE PIPE

FIG. 1000

"FAST CLAMP"

SWAY BRACE ATTACHMENT

STRUCTURAL

FRAMING

SELF-DRILLING, SELF-

TAPPING METAL ANCHOR

EQUAL TO "SAMMY"

SWDR 1" W/ RET. NUT

ALL-THREAD ROD

HANGER RING

BEAM CLAMP

RETAINING

STRAP

LOCK

NUT REQ'D

VIEW A-A

ALL THREAD ROD

ADJUSTABLE

RING HANGER

F-5.1

FIRE PROTECTION

DETAILS

KEY NOTES

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FDZE3500

AS INDICATED

NEW EXISTING

RISER DETAIL

UNDERGROUND FIRE SUPPLY.

PROVIDE THRUST BLOCK PER NFPA 24.

PROVIDE TIE RODS PER NFPA 24.

PROVIDE SLEEVE THROUGH FLOOR WITH INTEGRAL SLEEVE SEAL.

PROVIDE FLEXIBLE COUPLING WITHIN 24 IN. OF THE BOTTOM OF THE RISER PER NFPA 13.

PROVIDE SPLASHBLOCK AS NECESSARY.

MAIN DRAIN PIPED TO EXTERIOR WITH GALVANIZED PIPE THROUGH WALL TO GALVANIZED

45° ELBOW.

BACKFLOW PREVENTER.

VANE-TYPE WATERFLOW SWITCH (MONITORED BY FIRE ALARM SYSTEM).

CHECK VALVE FOR FIRE DEPARTMENT CONNECTION PIPED TO EXTERIOR.

WEATHERPROOF ELECTRIC WATERFLOW HORN.

SUPPLY TO FIRE SPRINKLER SYSTEM. PROVIDE HANGER AND SWAY BRACING WITHIN 24IN.

OF CENTERLINE OF RISER PER NFPA 13.

SPRINKLER BELOW OBSTRUCTIONS SURGE RESTRAINER

LATERAL SWAY BRACE LONGITUNITAL SWAY BRACE

BEAM/TRUSS TRAPEZE HANGER BEAM/TRUSS HANGER

NORMALLY CLOSED SUPERVISED CONTROL VALVE FOR BACKFLOW PREVENTER FORWARD

FLOW TEST HEADER, PIPED TO EXTERIOR. .

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OPEN

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OPEN

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OPEN

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AutoCAD SHX Text No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawing Title:

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AutoCAD SHX Text Jacobs Project No.:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

AutoCAD SHX Text

(949) 224-7500 FAX (949) 224-7501

AutoCAD SHX Text Keyplan:

AutoCAD SHX Text Seal:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

FILENAME:

AutoCAD SHX Text

USER NAME:

AutoCAD SHX Text of

AutoCAD SHX Text

C 04/17/20 95%%% SUBMITTAL

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D 07/23/20 FINAL SUBMITTAL

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E B

U R

P O

C -B

U R

NORTH

BLDG

NORTH

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FDZE3500

E-1.0

ELECTRICAL

SITE PLAN

ELECTRICAL SITE PLAN

E B

U R

P O

C -B

U R

T-1.0

TELECOMMUNICATIONS

SITE PLAN

C O

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M U

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FDZE3500

NORTH

BLDG

NORTH

TELECOM SITE PLAN

T-4.0

TELECOMMUNICATIONS

DETAILS

C O

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FDZE3500

CPI

40153-012

#6 AWG

TO TRAY

TO #4/0 AWG MAIN

ELECTRICAL

SERVICE GROUND

GROUND BUSBAR

NTS

TELECOMMUNICATIONS

102 (4") TO 76

(3")STAMPED STEEL

REDUCING WASHERS,

AND LOCKNUT, TYP

BOTH SIDES

PROVIDE TRAY

SUPPORT AT WALL

ROD HANGAR AND

SUPPORTS

CABLE TRAY

BASKET

TRAY

CABLE TRAY

NTS

WALL PENETRATION

NEW OR EXST WALL. FOR

WALL TYPE, SEE ARCH DWGS

SEE NOTE B

INSULATED THROAT

BUSHING, TYP

SEE NOTE A

76 (4-3") ALL THREAD

CONDUITS

SEE NOTE C

GENERAL NOTES

CLOSE BOTH ENDS OF ALL UNUSED SLEEVES WITH BUSHING

PENNY.

SEAL FIREWALL PENETRATIONS IN AN APPROVED MANNER

AS SPECIFIED. SEE DETAIL 7, SHEET ET502.

WHERE TRAY SYSTEM IS SHOWN EXTENDED AS CONDUIT, OR IS

REQUIRED TO BE EXTENDED AS CONDUIT DUE TO CONDITIONS OF

CONSTRUCTION (SUCH AS, INACCESSABLE, HAZARDOUS, ETC.),

PROVIDE CONDUIT AS SPECIFIED IN THE SAME QUANTITY AND

ONE TRADE SIZE LARGER, UON.

GROUNDING RACK OVERVIEW

NTS

EQUIPMENT FRAME ANCHORING

NTS

LEAD ANCHOR

3/8"x16x3 1/2" STUD

3/8" FENDER WASHER

3/8" SPLIT LOCK WASHER

3/8"x16 HEX NUT

EIA/TIA EQUIPMENT

FRAME

TRIM TO 6 (1/4")

EXPOSED THREAD

BASKET TRAY

CONDUIT

UTP CABLES

CONDUIT FITTING

FITS CONDUIT SIZES

3/4" - 1 1/4" ATTACHES

TO BASKET TRAY

SIDE RAILS

ET501

FIRE STOP

NTS

NOTE A

INSTALL #6 AWG STRANDED, GREEN

WIRE FROM TELECOM GROUND

BUSBAR TO BASKET TRAY.

CONDUIT TO TRAY FITTING

NTS

SECTION A-A

NOTE:

A. INSTALL #6 AWG STRANDED, GREEN WIRE FROM

TELECOM GROUND BUSBAR TO RACK, BASKET

AND CABINETS PER SPECIFICATIONS.

NOTE:

A. PN-STI EZDP333GK

CABLES

FIRESTOP DEVICE

WALL FILL MATERIAL

001 002

01-01-AA-001

003 004

4 PORT TELECOM OUTLET

NTS

FLUSH MOUNTED OUTLET

NTS

TELECOM DUCTBANK SECTION

NTS

TELECOM HANDHOLE

NTS

01-Comm Final - G101_SEALED

Sheets and Views

G101

02-Comm Final - Civil dwgs_SEALED

X-JBER18-CSP-B001

Sheets and Views

X-JBER18-CSP-B001

X-JBER18-CSP-C001

Sheets and Views

X-JBER18-CSP-C001

X-JBER18-CSP-CS101

Sheets and Views

X-JBER18-CSP-CS101

X-JBER18-CSP-CS102

Sheets and Views

X-JBER18-CSP-CS102

FXSB182172_Comm Bldg_Final Structural Submittal

FXSB182172_S-0.1

FXSB182172_S-0.2

FXSB182172_S-1.0

FXSB182172_S-5.0

FXSB182172_Comm Bldg_FINAL_Architectural Submittal

G-1.0

A-0.1

A-0.2

A-0.3

A-0.4

A-0.5

A-0.6

A-0.7

A-0.8

FXSB182172_MECHANICAL_FINAL

FXSB182172_M-0.1

FXSB182172_M-2.0

FXSB182172_M-2.1

FXSB182172_M-5.0

FXSB182172_M-5.1

FXSB182172_M-6.0

FXSB182172_M-6.1

FXSB182172_PLUMBING_FINAL

FXSB182172_P-0.1 Layout (1)

FXSB182172_P-2.0 Layout (1)

FXSB182172_P-5.0 Layout (1)

FXSB182172_P-6.0 Layout (1)

FXSB182172_Comm Bldg_FINAL_Fire Protection

F01

Sheets and Views

Arch D

F10

Sheets and Views

Arch D

F20

Sheets and Views

Arch D

F50

Sheets and Views

Arch D

F51

Sheets and Views

Arch D

Comm Bldg Final - Elec Dwgs

FXSB182172_Comm Bldg_FINAL_Telecom Submittal.pdf

FXSB182172_T-0.1

FXSB182172_T-1.0

Sheets and Views

T-1.0

FXSB182172_T-2.0

FXSB182172_T-3.0

FXSB182172_T-4.0

Sheets and Views

T-4.0

File details come from the government source that posted it. Updated Aug 7, 2020.