1629197dwgVol2_Sheet338-350_E.pdf

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N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

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2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

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12810851

NONE

RPK KPL CHC

CONCRETE AND REINFORCEMENT:

1. DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS USING NORMAL WEIGHT CONCRETE:

A. 28-DAY CONCRETE CYLINDER STRENGTH:

SLABS ON GROUND 4,000 PSI

FOOTINGS, RETAINING WALLS, AND OTHER CONCRETE INCLUDING PIERS 4,000 PSI

B. DEFORMED BAR REINFORCEMENT 60,000 PSI

C. WELDED WIRE REINFORCEMENT 65,000 PSI

2. PROVIDE THE FOLLOWING MINIMUM COVER FOR REINFORCEMENT IN FOOTINGS, AND RETAINING WALLS UON ON THE PLANS:

(NOTE: COVER SHALL BE THE CLEAR DIMENSION MEASURED TO THE OUTSIDE OF THE CLOSEST BAR, TIE OR STIRRUP TO THE CONCRETE SURFACE.)

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3 IN.

B. CONCRETE IN CONTACT WITH EARTH. 2 IN.

C. CONCRETE NOT IN CONTACT WITH EARTH. 1 1/2 IN.

3. REINFORCEMENT MUST MEET THE FOLLOWING REQUIREMENTS:

A. WELDED WIRE REINFORCEMENT: ASTM A 1064, SUPPLIED IN FLAT SHEETS.

B. DEFORMED REINFORCING BARS:ASTM A615, GRADE 60 UON.

C. REINFORCEMENT PLACED IN TOP MAT OF SLABS ON GROUND SHALL BE EPOXY COATED.

D. PLACE REINFORCEMENT ACCORDING TO CRSI'S MANUAL OF STANDARD PRACTICE.

4. SPLICE REINFORCING BARS WITH CLASS B TENSION LAP SPLICES AS INDICATED IN THE REINFORCING BAR DEVELOPEMENT LENGTH TABLE NOTES.

5. PROVIDE MINIMUM 6" LAPS OF WWR AND TIE SECURELY.

6. DOWELS MUST MATCH MAIN REINFORCEMENT SIZE AND SPACING AND BE LAP SPLICED WITH MAIN REINFORCEMENT UON.

7. PROVIDE CORNER BARS TO SPLICE HORIZONTAL REINFORCEMENT AT WALL CORNERS UON.

8. DO NOT WELD REINFORCING UNLESS APPROVED IN WRITING BE THE CONTRACTING OFFICER.

9. ROUGHEN CONSTRUCTION JOINTS TO MAGNITUDE OF 1/4-INCH. PRIOR TO PLACING ADDITIONAL CONCRETE. CLEAN JOINTS WITH A STIFF WIRE BRUSH

AND APPLY A BONDING AGENT OR CEMENT SLURRY.

10. PROVIDE

"x

" CHAMFER FOR EXPOSED EDGES. UON.

11. CAST-IN-PLACE ANCHOR RODS MUST BE IN PLACE PRIOR TO POURING CONCRETE.

12. REINFORCEMENT IN WALLS AND SLABS SHALL NOT BE CUT FOR POST INSTALLED ANCHORS WITHOUT THE APPROVAL OF THE ENGINEER.

GENERAL STRUCTURAL NOTES:

STRUCTURAL STEEL:

1. STRUCTURAL STEEL MUST CONFORM TO FOLLOWING DESIGNATIONS UON:

ASTM Fy (KSI) Fu (KSI)

W & WT SHPES A992 50 65

ANGLES, CHANNELS, CONNECTION PLATES AND SHAPES A36 36 58-80

EMBEDDED PLATE STEEL A572 50 65

RECTANGULAR & SQUARE HSS A500, GRADE C 50 62

ROUND HSS A500, GRADE C 46 62

ANCHOR RODS F1554, GRADE 36 36 58-80

HIGH STRENGTH BOLTS F3125, GRADE A325 --- 120

2. WELDING MUST BE BY CERTIFIED WELDERS, CONFORM TO AWS D1.1. AND MEET AISC MINIMUM REQUIREMENTS FOR WELD SIZE. ELECTRODES

MUST BE LOW-HYDROGEN AND HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI.

3. BOLTS MUST HAVE MINIMUM

" DIAMETER, UON.

4. BOLTED CONNECTIONS MUST HAVE A MINIMUM OF 2 BOLTS.

5. DO NOT CUT OPENINGS IN STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

6. DO NOT CUT OPENINGS IN STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

7. GROUT BENEATH COLUMNS, EMBEDDED PLATES OR EQUIPMENT BASEPLATES MUST BE HIGH STRENGTH. NON SHRINK. NON METALLIC.

8. GALVANIZE STEEL MEMBERS, SHAPES AND PLATES EXPOSED TO WEATHER AS PER ASTM A123. GALVANIZE BOLTS, NUTS, WASHERS, AND

HARWARE EXPOSED TO WEATHER AS PER ASTM F2329. TOUCH UP DAMAGED GALVANIZING DUE TO WELDING OR OTHER MARRING IN

ACCORDANCE WITH ASTM-A780.

9. ANCHOR RODS MUST HAVE MINIMUM

" DIAMETER WITH MINIMUM 8" EMBEDMENT, UON.

10. FIELD MEASURE TO CONFIRM ALL DIMENSIONS PRIOR TO FABRICATION.

TENSION DEVELOPEMENT AND SPLICE LENGTHS (INCHES) FOR ƒc = 4000 PSI AND = 60 KSI

BAR

SIZE

DEVELOPMENT

l d

CLASS "B" SPLICE STANDARD 90-DEGREE HOOK

TOP

BAR

BOTTOM

BAR

TOP

BAR

BOTTOM

BAR

DEVELOPMENT l dh

TAIL/LEG BEND DIAM.

#3 19 15 24 19 8 6 2

#4 25 19 32 25 10 8 3

#5 31 24 40 31 12 10 3

#6 37 29 48 37 15 12 4

#7 54 42 70 54 17 14 5

#8 62 48 80 62 19 16 6

#9 70 54 91 70 22 19 9

#10 79 61 103 79 25 22 10

#11 87 67 113 87 27 24 12

#14 105 81 --- --- 33 31 18

#18 139 107 --- --- 43 41 24

NOTES:

(1) TOP BARS ARE DEFINED BY ACI 318 AS THOSE WITH MORE THAN 12" OF FRESH CONCRETE CAST

BELOW THEM.

(2) LENGTHS IN THE TABLE APPLY ONLY TO UNCOATED REINFORCING STEEL WITH NORMAL WEIGHT

CONCRETE. CLEAR SPACING OF DEVELOPED BAR NOT LESS THAN 2 BAR DIAMETERS. AND CLEAR

COVER NOT LESS THAN ONE BAR DIAMETER.

(3) FOR EPOXY-COATED REINFORCEMENT. MULTIPLY LENGTHS BY 1.2.

STEEL HEADED CONCRETE ANCHORS:

1. STEEL HEADED CONCRETE ANCHORS SHALL BE TYPE B WELDED STUDS MADE FROM COLD DRAWN BAR CONFORMING TO THE REQUIREMENTS

OF ASTM A29 STANDARD SPECIFICATIONS FOR STEEL BARS, CARBON AND ALLOY, HOT-WROUGHT, GENERAL REQUIREMENTS FOR GRADES 1010

THROUGH 1020.

2. STUDS SHALL MEET THE FOLLOWING REQUIREMENTS:

TENSILE STRENGTH 65,000 PSI

YIELD STRENGTH 51,000 PSI

3. WELDING OF STUDS SHALL BE AS SPECIFIED IN AWS D1.1

C2

S-501

22'-0" 20'-0"12'-6"15'-0"20'-0"

24'-0"

16'-0"

C4

S-501

C1

S-501

C1

S-501

C1

S-501

C1

S-501

20'-0"

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N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

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2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

FOUNDATION PLAN NOTES:

1. SEE CIVIL DRAWINGS FOR FINISHED GRADE ELEVATION.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS INDICATED WITH

ELECTRICAL EQUIPMENT REQUIREMENTS PRIOR TO CONSTRUCTION

AND FABRICATION.

3. ALL FOUNDATIONS SHOWN WERE DESIGNED USING PRELIMINARY

OR "BASIS OF DESIGN" EQUIPMENT INFORMATION. CONTRACTOR

SHALL VERIFY ACTUAL EQUIPMENT IS COMPATIBLE WITH

FOUNDATIONS AND STRUCTURES SHOWN ON THE DRAWINGS.

SUBMIT EQUIPMENT VENDOR SHOP DRAWINGS TO JACOBS FOR

REVIEW AND POSSIBLE FOUNDATION REDESIGN, PRIOR TO

CONSTRUCTION.

A. REFER TO SHEET UTF-S-001 FOR GENERAL NOTES AND

MATERIAL SPECIFICATIONS.

GENERAL SHEET NOTES

60' 120'0

3'-0"

#5 @ 12" MAX TOP & BOTTOM

EACH WAY

EQ EQ

" CHAMFER

(TYP)

7'-0" SQUARE FOR RIGID BUS SUPPORT

9'-0" SQUARE FOR CIRCUIT

SWITCHER & DISCONNECT SWITCH

#5 @ 12" MAX EACH WAY

FINISHED GRADE

SEE CIVIL DWGS

SQUARE

3" COVER

(TYP)

3'-0"

3" COVER

(TYP)

#4 TIES @ 12" MAX

A

S-501

M

I N

4'-0" 4'-6"4'-6"

#6 @ 12" MAX TOP & BOTTOM

EACH WAY

" CHAMFER

(TYP)

13'-0"

#6 @ 12" MAX EACH WAY

FINISHED GRADE

SEE CIVIL DWGS

3" COVER

(TYP)

4'-0"

#4 TIES @ 12" MAX

SQUARE

B

S-501

SQUARE

3" COVER

(TYP)

M

I N

6'-0"

M

I N

6'-0"6'-0"

#7 @ 12" MAX TOP & BOTTOM

EACH WAY

#6 @ 12" MAX EACH WAY

FINISHED GRADE

SEE CIVIL DWGS

3" COVER

(TYP)

18'-0"

SQUARE

6'-0"

#4 TIES @ 12" MAX

C

S-501

" CHAMFER

(TYP)

SQUARE

3" COVER

(TYP)

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12810853

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N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

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2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

1. REFER TO SHEET UTF-S-001 FOR GENERAL NOTES AND

MATERIAL SPECIFICATIONS.

GENERAL SHEET NOTES

SECTION A

4'0 2' 8'

C1

SWITCHER / DISCONNECT SWITCH FOUNDATIONS

SCALE: 3/8"=1'-0"

SECTION B

4'0 2' 8'

C2

SECTION - LIGHTNING MAST FOUNDATION

SCALE: 3/8"=1'-0"

4'0 2' 8'

C4

SECTION - DEAD-END STRUCTURE FOUNDATION

SCALE: 3/8"=1'-0"

SECTION C

SECTION - RIGID BUS SUPPORT AND CIRCUIT

6'-0"

30'-0"

S L O

P E

D N

6'-0"

1'-3"

16'-9"10'-9"1'-3"

SLOPE

DN

2" GALV GRATING. SEE

TRANSFORMER FOUNDATION

GRATING SUPPORT PLAN

SLOPE

DN

EL 720.28'

EL 720.02'

EL 720.67'

EL 720.02'

EL 720.49'

EL 719.79'

LIP EL 719.50'

2'-6"

SUMP PIT

EL 717.25'

EL 720.59'

T/ WALL

EL 722.00'

C XFMR

L

C

X

F M

R

L

S L O

P E

D N

T/ PLATFORM

EL 722.00'

V A

R I E

S

T/CONC EL

(SEE PLAN)

CONT GRATING SUPPORT

2" GRATING

CONT WATERSTOP

#7 @ 6" OC

EW TOP

T/CONC EL

(SEE PLAN)

C L R

T

Y P

C L R

T

Y P

1'-3" 2'-6" 3'-0"

#7 @ 6" OC

BENT BAR

#7 @ 6" OC EW

BOTTOM

M I N

REINF TOP & BOTTOM

(SEE SECTION A2/S-502)

REINF (SEE SECTION A2/S-502)

3"

CLR

(TYP)

CONC WALL REINF NOT

SHOWN FOR CLARITY

2" GRATING

W8

(2)

" DIA BOLTS

W/ HORIZ SHORT SLOTS

WT5X22.5X0' - 11" LONG

(4)

" DIA

ANCHOR BOLTS

ON 5

" GAUGE

T/GRATING EL

(SEE PLAN)

COPE BOTTOM FLANGE ONLY

T/WALL

EL (SEE PLAN)

FINISHED

GRADE

8"

CONC WALL REINF NOT

SHOWN FOR CLARITY

T/WALL

EL (SEE PLAN)

FINISHED

GRADE

2" GRATING

PER PLAN

T/GRATING EL

(SEE PLAN)

CONT L2

X2

X

GALVANIZED

" DIA X 4" LONG HEADED STUD @ 2'-0"

OC MAX, ADJUST TO AVOID ANCHOR

BOLTS. WELD TO ANGLE PER AWS

T/CONC EL (SEE PLAN)

M I N

V A

R I E

S

3" CLR

(TYP)

3" CLR

(TYP)

#5 @ 12" OC

EA FACE (TYP)

W8 (TYP)

3" CLR

(TYP)

#7 @ 6" OC

CLEAN AND INTENTIONALLY

ROUGHEN TO A FULL

AMPLITUDE OF

" AT

ALL CONSTRUCTION JOINTS

#4 TIES @ 12" OC (TYP)

#6 @ 12" MAX EW

3" CLR

(TYP)

6" CRUSHED STONE

FINISHED GRADE

SEE CIVIL DWGS

CONT GRATING SUPPORT

ANGLE AROUND PERIMETER.

SEE DETAIL B4/S-502 (TYP)

CONT GRATING SUPPORT

ANGLE AROUND PERIMETER.

SEE DETAIL B4/S-502 (TYP)

3" CLR

(TYP)

CONT WATERSTOP

M

I N

7'-3"

2" GALV GRATING

T/GRATING EL 722.00'

C XFMR

L

C

X

F M

R

L

6'-3"4'-6"4'-6"

PROVIDE (6) 1'-6" WIDE PIECES

OF GRATING FOR PUMP

ACCESS / MAINTENANCE

W X

W X

W X

W X

W

X

W

X

W X

W X

GRTG

W8X35

" THICK BENT P

OR ANGLE (4 PLACES)

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N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

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2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

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12810854

AS NOTED

TJB CS GB

N

A2

C-502

A4

SECTION - AT SUMP PIT

SCALE: 3/4"=1'-0"

0 2' 4'1'

B1

TRANSFORMER FOUNDATION PLAN

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

0 4' 8'2'

NOTES:

1. ANCHORAGE FOR THE TRANSFORMER TO THE CONCRETE PEDESTAL IS NOT REQUIRED FOR LOADING, THEREFORE, NO

ANCHORAGE DETAILS ARE PROVIDED. TRANSFORMER BASE MAY HAVE ANCHOR HOLES PROVIDED, BUT ARE NOT NEEDED.

2. ALL STEEL SHALL BE HOT DIPPED GALVANIZED.

3. T/STEEL EL IS 2" BELOW TOP OF GRATING.

4. TOP OF FOUNDATION MAT SLOPES FOR DRAINAGE, BOTTOM OF FOUNDATION SHALL REMAIN LEVEL.

5. PROVIDE A 6 INCH LAYER OF #57 STONE BELOW THE MAT PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT

6. SECURE GRATING TO FRAMING WITH A MINIMUM OF TWO SADDLE CLIPS PER SUPPORT EVENLY SPACED. ALL HARDWARE

SHALL BE HOT DIP GALVANIZED. BOLTS SHALL BE

" Ø MINIMUM. WHERE MAINTENANCE ACCESS IS REQUIRED, PROVIDE

CLIPS THAT CAN BE REMOVED AND REPLACED FROM ABOVE.

C4

SECTION - GRATING SUPPORT BEAM CONNECTION

SCALE: 3/4"=1'-0"

0 2' 4'1'

B4

GRATING SUPPORT DETAIL

SCALE: 3/4"=1'-0"

0 2' 4'1'

A2

SECTION - TRANSFORMER FOUNDATION

SCALE: 3/8"=1'-0"

4'0 2' 8'

A4

S-502

B3

TRANSFORMER FOUNDATION GRATING SUPPORT PLAN

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

0 4' 8'2'

C4

S-502

D E

P A

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CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

S U

B S

T A

T I O

N

M I D

L A

C

O R

E N

A V

A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

M

E

C p w w o r k i n g g b n a j e g l o p a t o k p d B

L D

G U

T F

S d

Y O

M

E

B

L D

G U

T F

C

O

T T

E D

W e d n e s d a y

A p r i l

E

R

L o p a t o K

P

D E

P A

R T

M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

DE

RW

AT

ER

L

AU

NC

H

TE

ST

F

AC

IL

IT

Y N

A

N E

C R

A N

E

I N

D I A

N A

N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

P

P

H A

U B

M I S

S I O

N

RDS/PJB

EJA

S U

B S

T A

T I O

N

M I D

L A

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

NBJ

S E

C T

I O

T

A I L

S

UTF-S-503

12810855

AS NOTED

TJB CA GB

#5 BARS @ 12" O.C.

EA WAY TOP & BOTTOM

FINISH GRADE

SEE CIVIL

PLAN

COMPACTED AGGREGATE, INDOT NO. 8, BASE

0 1' 2'

8"

T

H I C

K

#5 BAR CONTINUOUS

(TYP. BOTH SIDES)

NOTES:

1. PROVIDE PIPE SLEEVES OR OPENINGS IN CONC PAD FOR ANY UTILITIES AS PER EACH DISCIPLINES DRAWINGS.

2. REFER TO DWG UTF-S-001 FOR CONCRETE NOTES.

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

4'-0"

C1

SWITCHGEAR BUILDING FOUNDATION DETAIL

SCALE: 1"=1'

T

Y P

(TYP.)

(TYP.)

T

Y P

CHAMFER EXPOSED EDGES

(TYP.)

CRUSHED ROCK AS REQUIRED

PER SUBSTATION DRAWINGS

(TYP)

GEOTEXTILE

T

Y P

SEE UTF-S-101

A4

S-191

A4

S-191

THICKENED

SLAB EDGE TYP

8" THK CONC SLAB W/ #4

@ 12" O.C. EACH WAY

PLACED MID-DEPTH

WITHIN SLAB

S-191

C1TYP

NOTES:

1. SEE CIVIL FOR LOCATION OF FIRE PUMP ENCLOSURE.

2. CENTER PREFABRICATED FIRE PUMP ENCLOSURE ON FOUNDATION PAD.

3. FOUNDATION AND CONNECTION DESIGN ARE BASED ON PREFABRICATED FIRE PUMP ENCLOSURE SHOWN BY FIRE PROTECTION, VERIFY WITH ACTUAL EQUIPMENT PURCHASED.

8' - 2" 4' - 1" 4' - 1" 8' - 2"

CJ

℄ SKID W-

SHAPE BY MFR

TYP

VERT WT VERT WT VERT WT VERT WT

VERT WT

VERT WT

FDN

FDN

6'

4" 6'

4"

7'

0" 7'

0"

14' - 4" 14' - 4"

SLOPE SLAB 1/8":12"

SEE PLAN

REINF SEE PLAN

(5) #4 CONT

HORZ BARS

TYP

#3 @ 12" TYP COMPACTED

SUBGRADE

COMPACTED

GRANULAR FILL

3/4" CHAMFER AT

EXPOSED EDGES TYP

0' - 6" MIN TYP 1' - 0" MIN TYP

CONC SOG

SEE PLAN

0'

5" M

IN

T Y

P

0'

5" M

IN

1' - 9" MIN TYP

INSULATION

TYP

T/SOG EL

FINISHED GRADE

SEE CIVIL

4'

6" M

IN

T

Y P

0'

6" 0'

6"

M A

X T

Y P

SKID W-SHAPE

BY MFR

EDGE OF CONC

FOUNDATION

VERT WT10.5x22x0'-6"

3/4" ADHESIVE

ANCHOR BOLT W/ 6"

EMBED

3/4" BOLT

HORIZ WT13.5x42x0'-6"

0' - 6" MIN

SECTIONPLAN

3/16

SKID W-SHAPE

BY OTHER

EDGE OF CONC

FOUNDATION

3/4" BOLT TYP

VERT WT10.5x22x0'-6"

HORIZ WT13.5x42x0'-6"

3/4" ANCHOR BOLT

W/ 6" EMBED TYP

0' - 1 1/4" TYP

0' - 2" TYP

HORIZ WT

SKID

VERT WT

SKID VERT WT

E Q

E Q

NOTES:

1. CONNECTION BASED ON AN ASSUMED SKID BASE OF W12x72, VERIFY WITH ACTUAL EQUIPMENT PURCHASED.

2. GALVANIZE STEEL MEMBERS AND SHAPES EXPOSED TO WEATHER.

0' - 10"

(2) 3/4" BOLT

DESIGN CRITERIA FOR FIRE PUMP ENCLOSURE:

1. RISK CATEGORY II

2. WIND

a. WIND SPEED 115 MPH

b. CLASSIFICATION ENCLOSED

c. EXPOSURE C

3. SEISMIC

a. IMPORTANCE FACTOR, Ie 1.0

b. SITE SOIL CLASSIFICATION B

c. MAPPED SPECTRAL ACCELERATION

Ss (SHORT PERIOD) 0.29g S1 (1-SECOND PERIOD) 0.12g

d. SEISMIC DESIGN CATEGORY B

NOTE: DESIGN OF FPE FOR DEAD, LIVE, AND ENVIRONMENTAL LOADS IS SOLELY

THE RESPONSIBILITY OF THE FPE MANUFACTURER. BASE SHEAR FOR

CONNECTION DESIGN IS 10.6 KIP.

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

F

IR

E P

U M

P E

N C

L O

S U

R E

M

ID

L A

N T

C I

C O

R E

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

As indicated

/2

/2

:3

:5 P

M

FPE-S-191

742347

C R

A N

E

IN

D

IA

N

A

12810856

N40085-19-R-9186

SMM SMM JHL

F P

E

P L A

N S

S

E C

T

IO

N S

A

N D

D E

T A

IL

S

N S

A C

R A

N E

P -4

U

N D

E R

W A

T E

R L

A U

N C

H T

E S

T F

A C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -S

-1

F P

E

P L

A N

S S

E C

T

IO

N S

A

N D

D E

T A

IL

S

RDS/PJB

NBJ

EJA

1629197

1/2" = 1'-0"A1

FPE FOUNDATION PLAN

3/4" = 1'-0"A4

FPE FOUNDATION SECTION

1 1/2" = 1'-0"C1

FPE CONNECTION TO CONCRETE

FOUNDATION

2'1' 4'0

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

NOTES:

1. FOR STRUCTURAL GENERAL NOTES & DESIGN CRITERIA, SEE OSB-S-001, OSB-S-002 AND OSB S-003.

2. FIRE PUMP ENCLOSURE (FPE) IS A PREFABRICATED STRUCTURE DESIGNED BY THE

MANUFACTURER'S DESIGNATED ENGINEER.

2'1' 4'0

SCALE: 3/4" = 1'-0"

2'0 1'6"

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

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R F

P P

H A

S E

S

U B

M

IS

S

IO

N

/0

/2

LT MM

FACP F

P

MM

C

TS

MM

C

WF

1 2 (4)(2)

CONTROL UNIT

ANNUNCIATION

LIFE SAFETY

CONTROL

SYSTEM OUTPUTS

MANUAL PULL STATION

SYSTEM INPUT

A B C D E F G H I J K L M N O P Q R S T U

INDICATES ACTION WILL CAUSE A SPECIFIC RESULT

EMPTY SQUARE INDICATES ACTION WILL NOT CAUSE A SPECIFIC RESULT

V W

SMOKE DETECTOR

SPRINKLER WATER FLOW SWITCH

OPEN CIRCUIT

CIRCUIT SHORT

FIRE PUMP LOSS OF POWER

FIRE PUMP ROOM LOW TEMPERATURE

GROUND FAULT

FIRE PUMP RUN16

FIRE PUMP CONTROL VALVE TAMPER SWITCH

A B C D E F G H I J K L M N O P Q R S T U V W 20

FIRE PUMP PHASE REVERSAL

FIRE PUMP LOSS OF PHASE

SPRINKLER VALVE TAMPER SWITCH

T R

A N

S M

IT

F

IR

E

A L A

R M

S

IG

N A

L T

O B

A S

E C

E N

T R

A L M

O N

IT

O

R

IN

G S

T A

T

IO

N

T R

A N

S M

IT

S

U P

E R

V

IS

O R

Y S

IG

N

A L T

O B

A S

E C

E N

T R

A L M

O N

IT

O

R

IN

G S

T A

T

IO

N

T R

A N

S M

IT

T

R O

U B

L E

S

IG

N A

L T

O B

A S

E C

E N

T R

A L M

O N

IT

O

R

IN

G S

T A

T

IO

N

-B U

IL

D

IN

G

F A

C P

A L A

R M

L E

D A

N D

A U

D

IB

L E

S

IG

N A

L

B U

IL

D

IN

G

F A

C P

S U

P E

R V

IS

O

R Y

L E

D A

N D

A U

D

IB

L E

S

IG

N A

L

B U

IL

D

IN

G

F A

C P

T R

O U

B L E

L E

D A

N D

A U

D

IB

L E

S

IG

N A

L

A C

T

IV

A T E

F

IR

E A

L A

R M

A U

D

IB

L E

A N

D V

IS

U

A L N

O T

IF

IC

A

T

IO

N A

P P

L

IA

N C

E S

W

IT

H

IN

B U

IL

D

IN

G

FACP

(1)

FIRE PUMP BUILDING - STROBES

FIRE PUMP BUILDING SIGNALING

LINE CIRCUIT

BATTERY

120 VAC

F P

(1) (1)

MM

(4)

SS

FIRE ALARM NETWORK TO

NEXT FACP

SS

FIRE ALARM NETWORK TO

NEXT FACP

C

TS

C

WF

MMMM

(1)(2)

LT

(1)

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

F

IR

E P

R O

T E

C T

IO

N

E N

C L O

S U

R E

M

ID

L A

N T

C I

C O

R E

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

2/24/2020

As indicated

/2

/2

:2

:4 A

M

FPE-FA102

742348

C R

A N

E

IN

D

IA

N

A

12810857

N40085-19-R-9186

MFO WTE MC

F

IR

E A

L A

R M

F

IR

E P

U M

P E

N C

L O

S U

R E

N S

A C

R A

N E

P -4

U

N D

E R

W A

T E

R L

A U

N C

H T

E S

T F

A C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

F P

E -F

A

F

IR

E A

L A

R M

F

IR

E P

U M

P E

N C

L O

S U

R E

RDS/PJB

DSN

EJA

1629197

A. REFER TO SHEET WHS-FA001 FOR FIRE ALARM GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS.

B. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR

COORDINATION WITH LIGHTS, MECHANICAL DIFFUSERS, AND

CEILING GRID.

C. REFER TO UTF-ES101 THRU UTF-ES305 FOR DUCT BANK LAYOUT

AND SECTIONS.

1 ADDRESSABLE MONITOR MODULE FOR LOW ROOM TEMPERATURE

SENSOR.

2 MONITOR MODULES TO MONITOR FIRE PUMP CONTROLLER FOR

FIRE PUMP RUN, FIRE PUMP LOSS OF PHASE, FIRE PUMP PHASE

REVERSAL, AND FIRE PUMP LOSS OF POWER.

1/4" = 1'-0"A3

FIRE ALARM PLAN FIRE PUMP

ENCLOSURE

0 2' 4' 8'

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

PLAN NORTH

NTSA1

FIRE PUMP ENCLOSURE FIRE ALARM

MATRIX OF OPERATIONS

NTSC1

FIRE PUMP ENCLOSURE FIRE ALARM

RISER DIAGRAM

GENERAL SHEET NOTES

SHEET KEYNOTES#

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R F

P P

H A

S E

S

U B

M

IS

S

IO

N

/0

/2

FP

8"ø

8"ø

JP

2"ø 2"ø

4"ø

8"ø

1"ø

TO DRAIN

TO WET-PIPE SYSTEM

TC

RISER SCHEMATIC

KEYNOTES

COMBINED WALL MOUNTED FIRE PUMP AND

BACKFLOW PREVENTER TEST CONNECTION WITH SIX,

2-1/2" VALVES.

GATE VALVE

CHECK VALVE

WATER FLOW INDICATOR

FIRE DEPARMENT CONNECTION

INSPECTOR'S TEST/DRAIN CONNECTION

SPARE SPRINKLER CABINET

8"ø

FIRE PUMP

ENCLOSURE

FP

JP

26' - 0"

8 8 8

9 9 9

2"ø

2"ø

8"ø

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

F

IR

E P

R O

T E

C T

IO

N

E N

C L O

S U

R E

M

ID

L A

N T

C I

C O

R E

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

2/24/2020

As indicated

/2

/2

:2

:4 A

M

FPE-FX102

742349

C R

A N

E

IN

D

IA

N

A

12810858

N40085-19-R-9186

MFO WTE MC

F

IR

E S

U P

P R

E S

S

IO

N F

IR

E

P U

M P

E N

C L O

S U

R E

N S

A C

R A

N E

P -4

U

N D

E R

W A

T E

R L

A U

N C

H T

E S

T F

A C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

F P

E -F

X

F

IR

E

S U

P P

R E

S S

IO

N

F

IR

E P

U M

P E

N C

L O

S U

R E

RDS/PJB

DSN

EJA

1629197

FIRE AND JOCKEY PUMP SCHEDULE

MARK TYPE

PUMP CAPACITY

(GPM)

PUMP HEAD

(PSI)

MOTOR

(RPM)

PUMP SIZE

(L" X W" X H")

ELECTRICAL

NOTESMOTOR

(HP)

VOLTS PHASE

FP-1 FIRE PUMP 1,500 50 1,750 100 460 V 3

JP-1 JOCKEY PUMP 15 60 0 - 2 460 V 3

A. REFER TO SHEET WHS-FX001 FOR FIRE SUPPRESSION GENERAL

NOTES, SYMBOLS, AND ABBREVIATIONS.

B. WET-PIPE SPRINKLER COVERAGE IS PROVIDED UNLESS NOTED

OTHERWISE.

C. ALL AREAS ARE CONSIDERED ORDINARY HAZARD.

D. NO PIPING TO BE INSTALLED OVER TOP OF ELECTRICAL OR

TELECOMMUNICATION EQUIPMENT.

E. REFER TO UTF-CS109 THRU UTF-CS110 FOR EXISTING HYDRANTS

1124 AND 1201 FLOW TEST INFORMATION.

1 8"Ø WET SPRINKLER PIPE TO WHS AND OSB. REFER TO CIVIL

PLANS FOR SITE ROUTING. REFER TO WHS-FX101 AND OSB-FX101

BUILDING SPRINKLER RISER PIPING.

2 FIRE PUMP CONTROLLER

3 TRANSFORMER

4 MAIN DISTRIBUTION PANEL

5 JOCKEY PUMP CONTROLLER

6 8" DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH OS&Y

VALVES

7 LOUVER WITH MOTORIZED DAMPER

8 OVER HEAD LIGHT

9 UPRIGHT SPRINKLER HEAD

10 EXTERIOR LIGHT

11 EMERGENCY LIGHT

12 ELECTRIC HEATER

13 4" FLOOR DRAIN

14 EXHAUST FAN

15 REFER TO CIVIL PLANS FOR CONTINUATION OF FIRE SPRINKLER

PIPING OUTSIDE OF BUILDING.

16 COMBINED WALL MOUNTED FIRE PUMP AND BACKFLOW

PREVENTER TEST CONNECTION WITH SIX, 2-1/2" VALVES.

17 FIRE DEPARTMENT CONNECTION

18 INSPECTOR'S TEST / DRAIN CONNECTION

19 8" CHECK VALVE

20 8" BUTTERFLY VALVE

21 8" GATE VALVE

0 2' 4' 8'

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

PLAN NORTH

C1

FIRE PUMP ENCLOSURE RISER 3D

ISOMETRIC

NTS

NTSA1

FIRE PUMP ENCLOSURE RISER

SCHEMATIC DIAGRAM

GENERAL SHEET NOTES

SHEET KEYNOTES#

1/4" = 1'-0"A3

FIRE SUPPRESSION PLAN FIRE PUMP

ENCLOSURE

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R F

P P

H A

S E

S

U B

M

IS

S

IO

N

/0

/2

J

A A A

BOND TO PAD MOUNTED

TRANSFORMER GROUND

GIRDLE

BOND TO SITE CHAIN

LINK FENCE GROUND

GIRDLE

MAIN

DISTRIBUTION

PANEL

REFER TO UTF-ES103

FOR CONTINUATION

FP

JP

FIRE PUMP

CONTROLLER

JOCKEY PUMP

CONTROLLER

24" HIGH RIDGE AIR

TERMINAL (TYP.)

RUN DOWN CONDUCTOR IN

PVC CONDUIT ON EXTERIOR

OF BUILDING (TYP.)

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

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A

B

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D

D E

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H E

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V Y

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V A

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A C

IL

IT

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E N

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IN

E E

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

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1/4" = 1'-0"

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FPE-E-100

742350

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12810859

N40085-19-R-9186

JL AN VM

F

IR

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IC

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P -4

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T L A

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-1

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IC

A

L P

L A

N S

RDS/PJB

JAS

EJA

1629197

1/4" = 1'-0"C1

FIRE PUMP ENCLOSURE GROUNDING

PLAN

1/4" = 1'-0"C3

FIRE PUMP ENCLOSURE POWER PLAN

1/4" = 1'-0"A3

ROOF LIGHTNING PROTECTION PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES#

REFER TO WHS-E-001 FOR LEGEND, GENERAL NOTES, AND

ABBREVIATIONS.

CONNECTION TO GROUND RODS SHALL BE EXOTHERMIC WELD

EXCEPT AS NOTED OTHERWISE. GROUND LOOP SHALL BE

MINIMUM 3'-0" AND LESS THAN 10'-0" AWAY FROM STRUCTURE

WALLS AND BURIED 30" DEEP.

ALL RECEPTACLES SHALL BE LABELED FOR VOLTAGE, PANEL

AND CIRCUIT NUMBER.

REFER TO UTF-ES603 FOR SINGLE LINE DIAGRAM AND

ADDITIONAL INFORMATION.

ELECTRICAL GEAR WITHIN THE FIRE PUMP ENCLOSURE

PROVIDED BY FIRE PUMP ENCLOSURE MANUFACTURER.

PROVIDE EXOTHERMIC CONNECTION TO BUILDING STEEL.

PROVIDE EXOTHERMIC CONNECTION TO CONCRETE

ENCASED (UFER) GROUND REINCFORCED (STEEL).

PROVIDE POWER CONNECTION TO FIRE ALARM CONTROL

PANEL (FACP). PROVIDE HOMERUN TO MAIN DISTRIBUTION

PANEL.

0 2' 4' 8'

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

PLAN NORTH

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