1629197dwgVol1_Sheet122-135_C.pdf

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C p w w o r k i n g g b n a d a x e s h p d B

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C d w g

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T u e s d a y

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S

UTF-C-501

12810631

AS NOTED

KM MD JK

M I N

30"

NOTES:

1. RUNGS MUST BE STEEL REINFORCED POLYPROPYLENE.

2. MANHOLE RUNGS MUST BE INSTALLED FACING TRAFFIC WHEN STRUCTURE IS IN A TRAVEL LANE, AND

PERPENDICULAR TO TRAFFIC FLOW WHEN STRUCTURE IS INSTALLED ON ROADWAY CENTERLINE.

3. REFER TO GRADING/UTILITY PLAN FOR PIPE LOCATION.

4. MANHOLE COVERS MUST HAVE THE UTILITY CAST INTO THE SOLID COVER (SEWER, STORM, ELECTRIC, WATER, COMMUNICATIONS) AS APPLICABLE.

FINAL GRADE

PRE-CAST GRADE RINGS (2 MAX.)

PRE-CAST ECCENTRIC CONE SECTION

TWO SEPARATE COATS OF APPROVED BITUMASTIC

WATERPROOFING COMPOUND SHALL BE APPLIED

PER MANUFACTURER'S INSTRUCTIONS, TO ENTIRE

STRUCTURE

PRE-CAST RISER SECTIONS

(AS REQUIRED)

PRE-CAST MANHOLE SECTIONS TO BE CONSTRUCTED

& REINFORCED IN ACCORDANCE W/ ASTM

SPECIFICATION C-478-90b.

RUBBER GASKET & CEMENT GROUT AT EACH JOINT IN

CONFORMANCE WITH ASTM C-443.

PRE-CAST BASE SECTION

COMPACTED AGGREGATE,

INDOT NO. 53, BASE

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT

SPECIFICATIONS

MANHOLE RUNGS @ 12" O.C.

48" MIN.

5" (MIN.)

T

O

V A

R I E

S

12" MIN.

CONCRETE FILL

2" MIN.

SMOOTH CONCRETE CHANNEL - DEPTH EQUAL TO 0.80

TIMES DIA. OF MAIN SEWER FOR SIZES LESS THAN 16"

AND 0.50 TIMES DIA. OF MAIN SEWER FOR SIZES 16"

AND LARGER. STORM AND SANITARY MH ONLY.

PLAN

3000 PSI CONCRETE

4"

4"

4" 4"

10' MIN. 10' MIN.

NEW SANITARY SEWER

MAIN

WATER MAIN

A

UTF-C-501UTF-C-501

CAST IRON MANHOLE FRAME AND COVER

NEENAH FOUNDRY PATTERN NO. R-1556 OR

APPROVED EQUAL

D E

P A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

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RW

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N40085-19-R-9186

1629197

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

R F

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P

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S I O

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RDS/PJB

EJA

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A

2/24/2020

APPROVED BY SHANE A. FRINK

CTF TEST SYSTEM INTEGRATOR

NSWC CRANE VIA EMAIL

DLB

6"

B3

PRE-CAST MANHOLE DETAIL

NOT TO SCALE

B4

SANITARY SEWER ENCASEMENT

NOT TO SCALE

COMPACTED AGGREGATE,

INDOT NO. 53, BASE

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT

SPECIFICATIONS

C

L

NOTES:

1. PROVIDE ONE TRACER WIRE BOX AT MAXIMUM INTERVALS OF 1,000'.

2. PROVIDE A MINIMUM OF 12" OF SLACK FOR EACH TRACER WIRE IN THE VALVE

BOX.

M I N

M I N

3'

M

I N

C1

VENT DETAIL

NOT TO SCALE

A1

TRACE WIRE FOR HDPE SANITARY FORCE MAIN DETAIL

NOT TO SCALE

3000 PSI CONCRETE

EXISTING GRADE

3" SCH 40 WELDED STEEL

PRIMED & PAINTED GREEN

3" MNPT GALVANAIZED CAP

CLASS 150 WITH INSECT

SCREEN

180° RETURN BEND

1" SCH 80 PVC VENT

FROM CHAMBER

1" X 3" PVC TO GALVANIZED

ADAPTOR FLEXIBLE

COUPLING

TRACER WIRES

CAST IRON VALVE BOX

TOP

LID SURFACE

FRAME

MORTAR

SET IN

SEE UTF-C-508/A4 FOR

FRAME AND COVER

INSTALLATION

REQUIREMENTS

ENCASEMENT - SECTION A-A

0.1" DIAMETER BARE

COPPER OR ALUMINUM WIRE

TAPE TO PIPE AT 20 FT.

INTERVALS

M

E

C p w w o r k i n g g b n a d a x e s h p d B

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G U

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C d

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T u e s d a y

A p r i l

E

R p a t e l d

D E

P A

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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

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AU

NC

H

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ST

F

AC

IL

IT

Y N

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N E

C R

A N

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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

C I V

I T

E

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

DLB

C O

N S

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T I O

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A I L

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UTF-C-502

12810632

AS NOTED

KM MD JK

M

I N

M

I N

22" MIN.

6" MIN.

6" MIN.

M

I N

CONCRETE PAD

HEATER / ELECTRICAL

CONNECTION

ENCLOSURE FLANGE

C1

ENCLOSURE FOR DETACHABLE WATER SERVICE

NOT TO SCALE

1.5" COPPER WATER

SERVICE

1" DIELECTRIC COPPER

TO STEEL TRANSITION

COUPLING

1" SCH 40 GALVANIZED

PIPE MNPT

1" FNPT GALVANIZED

90° ELBOW

1" SCH 40 GALVANIZED

PIPE MNPT

1" FNPT

BALL VALVE

1" SCH 40 GALVANIZED

PIPE MNPT

1" FNPT GALVANIZED

90° ELBOW

1" SCH 40 GALVANIZED

PIPE MNPT

HOT BOX MODEL # HB.75

OR APPROVED EQUAL

10" W X 18" L X 23" H

(INTERIOR) INSULATED

AND HEATED ENCLOSURE

WITH FLIP TOP LID.

SEE NOTE 1.

M

I N

M

I N

CONCRETE PAD

M

I N

NOTES:

1. ATTACH ENCLOSURE TO CONCRETE PAD IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. DRILL THROUGH ENCLOSURE WALL FOR PIPE

PENETRATION. ROUTE PIPING AS REQUIRED TO ENSURE

THE HOLE IS BELOW FLIP TOP LID. HOLE DIAMETER MUST

NOT EXCEED 1

". SEAL GAPS AS REQUIRED.

3. TO PROVIDE THE REQUIRED 18" PIPE HEIGHT DIMENSION

THE PIPE MAY NEED TO EXIT THE REAR OF THE

ENCLOSURE. PROVIDE ADDITIONAL FITTINGS AND ROTATE

THE ENCLOSURE AS REQUIRED SO THE EXITING PIPE IS IN

THE DIRECTION OF THE LAUNCH PIT.

1" FNPT BALL

VALVE WITH HOSE

DRAIN.

1" SCH 40

GALVANIZED

PIPE MNPT.

SEE NOTE 2

1" GALVANIZED

FNPT CAP.

TOP AT GRADE

TOP ABOVE GRADE

1'x1'x6" SUMP

MANHOLE FRAME AND COVER, SEE

PRE-CAST MANHOLE DETAIL UTF-C-501/B3

NOTE:

ALL METALLIC PIPING WITHIN MANHOLE MUST

BE PAINTED, UNLESS FACTORY COATED.

GRADE RING FOR

ADJUSTMENT

COMBINATION AIR /

VACUUM VALVE

3" HDPE FORCE MAIN /

8" WATER MAIN

STAINLESS STEEL PIPE SUPPORT,

ONE ON EACH SIDE OF THE FLANGE

OUTLET SADDLE

3"x2" FLG. DIP TEE W/ 2" BLIND

FLANGE FACE, TAP FOR 1"

1" GATE VALVE

UNION

1" BALL VALVE

" BALL VALVE

SIZE OPENING FOR ACTUAL PIPE

OUTSIDE DIAMETER AND APPROVED

LINK SEAL

1/4" DRAIN LINE AND CHECK VALVE

1" SCH 80 PVC TO VENT

LINK SEAL (TYP)

PRECAST MANHOLE, SEE

PRE-CAST MANHOLE DETAIL

UTF-C-501/B3

ECCENTRIC CONE

SECTION

12" MAX.

6" MIN.

12" MAX.

12" (TYP.)

M I N

30" MIN.

24" MIN.

12" MIN.

1" 316 S.S. PIPE

A1

REQUIRED SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS

NOT TO SCALE

1. WATER MAINS MUST BE CONSTRUCTED 10' HORIZONTALLY FROM SANITARY SEWERS.

2. WATER MAINS MUST BE LOCATED BENEATH SANITARY SEWER ONLY IF SUFFICIENT VERTICAL CLEARANCE

ABOVE SEWER DOES NOT EXIST. IN EITHER CASES A MINIMUM OF 18" VERTICAL SEPARATION MUST BE

PROVIDED.

3. WATER MAIN AND SEWER MAINS MUST BE OF WATER TIGHT CONSTRUCTION.

1'-0"

MIN.

SYMMETRICAL ABOUT ℄

OUTSIDE

FACE

OF PIPE ℄ OF NEW

WATER MAIN

℄ OF NEW

WATER MAIN

GROUND SURFACE

4. WATER MAINS WITH LESS THAN 48" COVER MUST BE INSTALLED WITH THE APPROVAL OF THE CONTRACTING

OFFICER HOWEVER, IN NO CASE SHALL THIS BE LESS THAN 42"

OUTSIDE FACE

OF PIPE

1'-0"

MIN.

SYMETRICAL ABOUT ℄

℄ OF NEW

WATER MAIN

℄ OF NEW

WATER MAIN

℄ OF NEW

WATER MAIN

GROUND SURFACE

M

I N

U N

L E

T

E D

A4

SANITARY DROP MANHOLE DETAIL

NOT TO SCALE

OUTSIDE FACE

OF PIPE

℄ OF NEW

WATER MAIN

OUTSIDE FACE

OF PIPE

POWER CONDUIT

WALL MOUNTED

HEATER

NOTE:

REPEAT OUTSIDE DROP CONFIGURATION AS NEEDED FOR ALL PIPES ENTERING MANHOLE

AT ELEVATION.

45° WYE BRANCH

(TEE IF DROP IS

LESS THAN 3'- 6")

FOR CONSTRUCTION ABOVE THIS

POINT, SEE STANDARD PRECAST

MANHOLE DETAIL

NON-SHRINK

GROUT OR

APPROVED

EQUAL

BRICK HALF

WAY UP

"O"- RING WATERTIGHT

RUBBER GASKET JOINT

PER ASTM - 443

PRECAST PIPE OPENING

WITH INTEGRALLY CAST

FLEXIBLE PIPE CONNECTOR

ASTM-923

FIRST PIECE 1'- 4"

MAXIMUM LENGTH

OUTGOING PIPE

6" CRUSHED

STONE

INCOMING PIPE

SEE NOTE

BEND AS REQUIRED

VARIABLE LENGTH

6" MIN. CONCRETE

ENCASEMENT

90° ELBOW

CLASS "C" CONCRETE

UNDISTURBED SOIL

BENCHING

D

D

C4

COMBINATION AIR / VACUUM RELEASE VALVE

NOT TO SCALE

18"

SEE NOTE 3

ALTERNATE PIPE

ALIGNMENT

1.5" X 1" REDUCER

1" COPPER STUB PIECE

TRENCH TYPE WIDTH DEPTH COVER

UTILITY TYPE 1 24" 14" (MIN, PER PLAN) NEENAH R-4999-HX TYPE D OR APPROVED EQUAL

UTILITY TYPE 2 48" 14" (MIN, PER PLAN) NEENAH R-4999-OX TYPE D OR APPROVED EQUAL

UTILITY TYPE 3 24" 26" (MIN, PER PLAN NEENAH R-4999-HX TYPE D OR APPROVED EQUAL

DRAINAGE 12" 12" (MIN, PER PLAN) NEENAH R-4990-DX TYPE A OR APPROVED EQUAL

F I

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A p r i l

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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A C

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S

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N G

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DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

N A

V A

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FA

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

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RW

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D I A

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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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

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A I L

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UTF-C-503

12810633

AS NOTED

KM MD JK

(5) #5 CONTINUOUS BARS

#5 BARS @ 12" O.C. EACH WAY

8"

TYP.

BOTTOM TRENCH ELEV

VARIES, SEE CIVIL PLAN

C

L E

A R

#5 BARS @ 12" O.C.

EA WAY TOP & BOTTOM

FINISH GRADE

SEE CIVIL

PLAN

6" COMPACTED AGGREGATE, INDOT NO. 53, BASE

T

Y P

8" (TYP.);

18" UNDER SURFACE

MOUNTED BOLLARDS

SEE CIVIL PLAN

#5 BARS @ 15" O.C.

EA WAY TOP & BOTTOM

CHAMFER EXPOSED

EDGES (TYP.)

T

H I C

K

SEE NOTE 1

S E

E

N

O T

E

FINISH GRADE

SEE CIVIL

PLAN

SEE CIVIL PLAN

8" (TYP.);

18" UNDER SURFACE

MOUNTED BOLLARDS

S E

E

C

I V

A

N

#4 BAR CONTINUOUS

(TYP. BOTH SIDES)

#4 BAR CONTINOUS

(TYP. BOTH SIDES)

NOTES:

1. PROVIDE EXPANSION JOINTS, 1/2" WIDE PREMOLDED BITUMINOUS MATERIAL AGAINST ALL HARD SURFACES.

2. PROVIDE JOINTS PER DETAILS ON LPC-S-503.

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

4. REFER TO DWG UTF-C-003 FOR CONCRETE NOTES.

NOTES:

1. PROVIDE EXPANSION JOINTS, 1/2" WIDE PREMOLDED BITUMINOUS MATERIAL AGAINST ALL HARD SURFACES.

2. PROVIDE JOINTS PER DETAILS ON LPC-S-503.

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

4. REFER TO DWG UTF-C-003 FOR CONCRETE NOTES.

CHAMFER NOT REQUIRED IF

AGAINST BUILDING (TYP.)

SLOPE PER

PLAN OR 2%

SEE NOTE 1

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

6"

TYP.

C1

TYPICAL CONCRETE APRON DETAIL

NOT TO SCALE

A1

TYPICAL CONCRETE PAD

NOT TO SCALE

6" COMPACTED AGGREGATE, INDOT NO. 53,

BASE

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

6"

TYP.

6"

3/4" X 3/4" SEALANT (TYP.)

6" COMPACTED AGGREGATE, INDOT NO. 53, BASE

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

NOTES:

1. TRENCH DEPTH AND WIDTH SHALL BE:

2. PROVIDE 45° UTILITY TRENCH INTERSECTION COVERS NEENAH R-4990-HX TYPE D, 45 DEGREE AND R-4990-0X TYPE D, 45 DEGREE OR APPROVED EQUAL WHERE SHOWN ON PLANS.

3. PROVIDE (32) 1/4" THICK X 24" LONG X 26" WIDE STAINLESS STEEL DIAMOND PLATE SPARE/REPLACEMENT COVERS. COVERS MUST HAVE SLOTTED HOLES FOR BOLTED CONNECTION TO

TRENCH FRAME. ADD SHIM SUPPORTS AT EACH BOLTED CONNECTION SO THE COVER IS FLUSH WITH THE SURROUNDING GRADE.

5'-0" LIMIT OF GEOGRID

(TYP.)

40'-0"

COMPACTED AGGREGATE,

INDOT NO. 53, BASE (TYP.)

HARDWOOD CRANE MAT

12" THICK, 96" WIDE X 40' LONG SECTIONS

BIAXIAL GEOGRID

(3 LAYERS)

EXISTING SHALE/SANDSTONE

(310' LONG)

CONCRETE CRANE PAD

CURB (TYP.)

A3

CRANE PAD TYPICAL DETAIL (SYMMETRICAL)

NOT TO SCALE

A4

2'-0"

#5 @ 12"

TOP & BOTTOM

3 #5 BARS

TOP & BOTTOM

EXISTING SUBGRADE

PAVEMENT

BOX (TYP.)

CONCRETE CRANE PAD CURB

REINFORCEMENT DETAIL

NOT TO SCALE

NOTE:

1. CONTRACTION JOINTS IN CONCRETE CRANE PAD CURB MUST

BE PROVIDED AT 30' MAXIMUM. EXPANSION JOINTS MUST BE

PROVIDED AT 90' MAXIMUM.

T

H I C

K

24"

TYP.

24"

TYP.

FILTER FABRIC

INV. 716.25

8" SOLID WALL PVC

8" PERFORATED PVC

COMPACTED

INDOT COURSE

AGGREGATE # 2

EL. PER PLANS

TRENCH DRAIN

PER PLANS

719.00

X

718.50

X

1%

V A

R I E

S

C4

UTILITY AND DRAINAGE TRENCH DETAIL

NOT TO SCALE

SEE ENLARGEMENT

1 3/4"

ENLARGEMENT

SEALANT

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

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C

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E D

T u e s d a y

A p r i l

E

R p a t e l d

D E

P A

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M E

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V

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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A C

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C

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M A

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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

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IN

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E R

IN

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C O

M M

A N

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

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RW

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AU

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AC

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Y N

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C R

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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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-504

12810634

AS NOTED

KM MD JK

5.0' 5.0' 5.0' 5.0' 3.5'

3.5' 3.0'

10.0' 19.0'

DUMPSTERDUMPSTERRECYCLING

30.0'

A1

TRASH ENCLOSURE DETAIL

NOT TO SCALE

C O

N C

A

P R

O N

CHAIN LINK SWING GATE

(UTF-C-504/C1)

6"

TYP.

6" (TYP.)

LOCKABLE

LATCH

STRIKE STRAP

2" MESH NO. 9 GAUGE

ZINC COATED STEEL WIRE

MESH (TYP.)

CENTER DROP ROD AND

DROP ROD ASSEMBLY

W/ PVC SLEEVE

1 1/2"

2" UPRIGHT

GALVANIZED

SCHEDULE 40 (TYP.)

FINISHED GRADE

1 1/2"

GATE OPENING PER PLAN

DIAGONAL TRUSS ROD

3/8"Ø (TYP.)

GATE HINGE

THREE SETS PER GATE

LEAF WITH NEEDLE-

ROLLER BEARING (TYP.)

POST CAP

TYP. FOR 2

2" POST CAP

TYP. FOR ALL

2" TUBE, GALVANIZED

SCHEDULE 40 (TYP.)

2" GALVANIZED

SCHEDULE 40

UPRIGHTS (TYP.)

GALVANIZED

SCHEDULE

40 POST PER

SPECIFICATIONS

TENSION BAND

(TYP.)

WELDED GATE

(TYP.)

TENSION

BAND (TYP.)

TRUSS ROD

ADJUSTING

UNIT (TYP.)

8"

CONCRETE FOUNDATION

4,000 PSI (TYP.)

EXISTING UNDISTURBED

SOIL / COMPACTED

STRUCTURAL FILL

24"

14' / 12.5'

TAIL (FABRIC NOT SHOWN IN TAIL)FABRIC AREA

2" MIN. DIA, SCHEDULE 40

ZINC COATED UPRIGHT ANY

TOP RAIL

POST TOP

2" SQ B/W ARM TYP.

2" SQ ALUM UPRIGHT

6" OD POST

(TYP. OF 3)

TRUCK ASS'Y

(TYP. OF 2)

ALUM

TRACK/RAIL

2" SQ ALUM

UPRIGHT

CABLE

TRUSS

LATCH

CABLE TRUSS

6" MIN OD POST

2"x4" ALUM

BOTTOM RAIL

2" SQ ALUM

UPRIGHT

TENSION ROD

2", 9 GAUGE ZINC

COATED STEEL

WIRE MESH

CHAIN LINK FABRIC

GUIDE ROLLER ASS'Y

NOTES:

1. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH TO BE 48".

2. GATES SHALL BE MANUALLY OPERATED.

3. MATERIAL SIZES SHOWN ARE APPROXIMATE. FINAL DESIGN PER MANUFACTURER.

4. CROSS BRACING NOT TO EXCEED 6'.

5. PROVIDE HEAVY DUTY HINGE/HARDWARE.

A4

7' HIGH, 30'/25' (PER PLAN) WIDE CHAIN LINK CANTILEVER SLIDE GATE

NOT TO SCALE

45' / 37.5'

30' / 25'TO OPEN

GATE PLAN

GATE ELEVATION

4" NOMINAL

CLEARANCE

INSIDE

OUTSIDE

2"

2"

TENSION BAR

TENSION BAND

TERMINAL POST CAP

BRACE BAND

LINE POST TOP

D

I A

G

O

N

B

A

D

Ø

TOP RAIL

END CAP

FABRIC CONTINUED

OVER TOP OF

UPPER RAIL

1 5/8" DIA.

SCHEDULE 40 ZINC-COATED TOP AND BRACE RAIL

2", 9 GAUGE

ZINC-COATED

STEEL WIRE MESH

3 1/2" DIA.

SCHEDULE 40

ZINC-COATED

TERMINAL POST

BRACE BAND FOR

TENSION WIRE

12"

10'-0" MAXIMUM POST SPACING

PLUG END

OF POST

TENSION WIRE

CLIPS

BOTTOM TENSION

WIRE

FENCE TIES

(TYP.)

2 7/8" DIA.

SCHEDULE 40

ZINC-COATED

LINE POSTS

2"

CONCRETE FOUNDATION, 4,000 PSI (TYP.)

NOTES:

1. ZINC COAT ALL MATERIALS.

2. PROVIDE BROWN SLATS WHERE SPECIFIED.

3. FENCE MUST BE SET ON THE BIAS ON SLOPPED TERRAIN. POST SPACING MUST BE

SET TO MAINTAIN ONLY 2" CLEARANCE BETWEEN WIRE MESH AND FINISHED GRADE.

12"

WELDED GATE

FABRIC TIE

SWING GATE

POST CAP (TYP.)

BRACE

BAND (TYP.)

GATE

LATCH

(TYP.)

4" DIA. SCHEDULE

40 ZINC-COATED

END POST (TYP.)

CONCRETE

FOUNDATION

4,000 PSI (TYP.)

NOTES:

1. ZINC COAT ALL MATERIAL.

2. FINAL DESIGN PER FENCE MANUFACTURER.

3. PROVIDE MIN. 5' BETWEEN 3' GATE POST AND SLIDING GATE POST.

2" 9 GAUGE

ZINC-COATED

STEEL WIRE

MESH (TYP.)

16"

2" TUBE,

GALVANIZED

SCHEDULE 40 (TYP.)

C4

7' HEIGHT CHAIN LINK FENCE DETAIL

NOT TO SCALE

3'-0"

BOLLARD

TYPE 2

7' HIGH CHAIN

LINK FENCE

WITH BROWN

SLATS

DUMPSTER / RECYCLING

CONTAINERS (NIC)

CONCRETE PAD

SEE DETAIL

UTF-C-503/A1

CHAIN LINK SWING GATE

WITH BROWN SLATS (TYP.)

TRASH ENCLOSURE SWING GATE

STEEL SUPPORT POST (TYP.)

A2

7' HIGH, 3' WIDE CHAIN LINK GATE DETAIL

NOT TO SCALE

WELDED GATE

FABRIC TIE

SWING GATE

14'-0"

16"

POST CAP (TYP.)

BRACE

BAND (TYP.)

4" DIA. SCHEDULE

40 ZINC-COATED

END POST (TYP.)

CONCRETE

FOUNDATION

4,000 PSI (TYP.)

2" 9 GAUGE

ZINC-COATED

STEEL WIRE

MESH (TYP.)

2" TUBE,

GALVANIZED

SCHEDULE 40 (TYP.)

B2

NOT TO SCALE

GATE

LATCH

(TYP.)

NOTES:

1. ZINC COAT ALL MATERIAL.

2. FINAL DESIGN PER FENCE MANUFACTURER.

3. PROVIDE HEAVY DUTY HINGE/HARDWARE.

7' HIGH, 14' WIDE CHAIN LINK FENCE

SWING GATE DETAIL

NOTES:

1. ZINC COAT ALL MATERIALS.

2. FOOTING WIDTH TO BE FOUR TIMES THE POST WIDTH.

3. PROVIDE KNUCKLE SELVAGE FOR FENCE FABRIC.

4. FINAL DESIGN PER GATE MANUFACTURER.

5. PROVIDE BROWN SLATS.

6. PROVIDE HEAVY DUTY HINGE/HARDWARE.

6"

SEE UTF-C-504/C1

CONCRETE PAD

SEE DETAIL

UTF-C-503/A1

EXPANSION

JOINT

(TYP.)

C1

TRASH ENCLOSURE SWING GATE DETAIL

NOT TO SCALE

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-505

12810635

AS NOTED

KM MD JK

5'-0" OR PER PLAN

4" THICK, 4000 PSI CONCRETE FOR SIDEWALK

COMPACTED AGGREGATE, INDOT NO. 53,

BASE COURSE, 6" THICK

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

NOTE:

1. PROVIDE EXPANSION JOINTS, 1/2" WIDE PREMOLDED

BITUMINOUS MATERIAL AT 15' INTERVALS, AND AGAINST ALL

HARD SURFACES, CONTRACTION JOINTS SPACED AT EQUAL

INTERVALS, 5' MAXIMUM LENGTH, 1/4" BELOW SIDEWALK

SURFACE.

6x6 - W1.4xW1.4 WELDED WIRE

FABRIC (WWF)

COMPACTED AGGREGATE, INDOT NO. 53,

BASE COURSE, 10" THICK

HMA SURFACE COURSE 12.5 MM, 2" THICK

HMA INTERMEDIATE COURSE 25.0 MM, 4" THICK

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

C1

BITUMINOUS PAVEMENT DETAIL

NOT TO SCALE

B1

CONCRETE SIDEWALK DETAIL

NOT TO SCALE

COMPACTED AGGREGATE, INDOT NO. 53, BASE

COURSE, 24" THICK FOR TEST EQUIPMENT PAD

12" THICK FOR GRAVEL DRIVE

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

A1

NOT TO SCALE

5'-8"

3'-0"

6" 1'-0" 1'-0" 6"

3'-0"

CONCRETE

FOUNDATION

3/4" THICK A572 GRADE 50

EMBEDMENT PLATE

3/4" Ø STEEL HEADED

CONCRETE ANCHOR (TYP.)

A

UTF-C-505 UTF-C-505

PLAN

SECTION A-A

3'-0" THICK CONCRETE MAT

FOUNDATION (TYP)

PROVIDE A SMOOTH DOWEL

BARS @ 10" O.C.; GREASE &

PAPER WRAP ONE END

STAGING

FOUNDATION,

UTF-C-503/C1

THICKENED SLAB

AT JOINT,

UTF-C-503/C1

1" ISOLATION

JOINT WITH

SEALENT

B2

NOT TO SCALE

2' (TYP.)

6"

℄ CONCRETE CHANNEL FOR

FUTURE EMBEDDED RAIL

8" SLAB-ON-GROUND

TEST EQUIPMENT PAD, SUBSTATION,

AND GRAVEL DRIVE DETAIL

NON-WOVEN GEOTEXTILE

FABRIC

COMPACTED AGGREGATE INDOT

NO. 53 BASE COURSE, 6" THICK

PEDESTAL, UPENDER AND LTV CRADLE

AREA PAD DETAIL

A2

TYPICAL SECTION I HWY 486

NOT TO SCALE

A2

TYPICAL SECTION II HWY 486

NOT TO SCALE

COMPACTED FILL/SUBGRADE

12" INDOT NO. 53

BASE, UTF-C-505/A1

2.0 %

MEET EXISTING PER PLANS

MEET EXISTING PER PLANS

25'

COMPACTED FILL/SUBGRADE

12" INDOT NO. 53

BASE, UTF-C-505/A1

2.0 %

MEET EXISTING PER PLANS

MEET EXISTING PER PLANS

25'

2.0 %

6"

6"

COMPACTED

SUBGRADE

COMPACTED AGGREGATE

INDOT NO. 53 BASE

FINISHED GRADE

3/4" R

1-1/2" RADIUS

PAVEMENT SURFACE

(SEE PAVEMENT DETAIL)

(3) #3 BAR (CONT.)

#3 BAR - 18" O.C.

12"

3" (TYP.)

12" CONC. GUTTER

1/4" TO 1/2"

TACK COAT

C3

CONCRETE CURB & GUTTER DETAIL

NOT TO SCALE

2" ABOVE ADJACENT SURFACE

(VARIES DEPENDING

UPON SLOPE

OF ADJACENT SURFACE)

11 - # 6 EACH WAY AT EQUAL

SPACES (TOP & BOTTOM)

3 - # 6 AT EQUAL

SPACES (EACH FACE)

3'-0" X 3'-0" X 3/4" THICK EMBEDDED PLATE

SET TOP OF CONCRETE

SURFACE LEVEL (EACH WAY)

NOTES:

1. SEE DWG. UTF-C-003 FOR ADDITIONAL CONCRETE, REINFORCEMENT, EMBEDDED PLATE & HEADED CONCRETE ANCHOR REQUIREMENTS.

2. STUB CONDUITS 6" ABOVE GRADE W/ SCREW CAP.

3. COIL 11' OF GROUND WIRE ABOVE GRADE.

4. CONDUITS, GROUND AND ASSOCIATED CONCRETE PAD NOT REQUIRED AT THE 1 EMBED IMMEDIATELY ADJACENT TO THE EAST END OF

THE LAUNCH PIT.

℄ EMBEDDED PLATE

D1

DEPRESSED CURB DETAIL

NOT TO SCALE

SEE CONCRETE

CURB & GUTTER

DETAIL

PAVEMENT

GRADE

EXPANSION

JOINT (TYP.)

FINISHED

GRADE

12' (PER PLAN)

6'

6" CURB

FACE

4"

NOTE:

1. AGGREGATE WITHIN SUBSTATION FENCED ENCLOSURE MUST BE 3000

OHM-METERS MINIMUM. PROVIDE TEST DOCUMENTATION.

12"12"

C

L R

C

L R

# 5 AT 1'-3" EACH WAY FOR SLAB-ON-GROUND

4 - #5 CONTINUOUS

BARS AT EQUAL

SPACING

# 5 AT 12"

# 5 AT 12"

EACH WAY

(T & B)

# 5 AT 12"

EACH WAY

(T & B)

3"

2"

3'-0"

CONC PAD UTF-C-503/A1

6" 4"

4"

4"

(2) 2" POWER

CONDUITS

(2) 2" DATA

CONDUITS

GROUND/

1" CONDUIT

A4

CONCRETE CHANNELFOR FUTURE RAIL EMBEDMENT

NOT TO SCALE

B4

CDAS CAMERA POLE CONCRETE PAD W/ STEEL EMBED

NOT TO SCALE

6"

2'-10"

" Ø "VENT"

HOLE

C

L R

2" CLR

(TYP)

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-506

12810636

AS NOTED

KM MD JK

4.00

2.50 3.062 1.278 0.669 0.760 0.228 0.313 0.352

1.968 3.500 1.336 0.834 1.187 0.707 0.664

A

XX

Y

Y

C

D

B

N.T.S.

A

XX

Y

Y

1"

C

D

B

"A" "B" "C" "D"

DIMENSIONS (IN)

AREA

IN.

I(IN. )S(IN. )I(IN. ) S(IN. )

4 3 4

Y-Y AXIS

1.516 0.539

0.611 1.161

4.00

2.50 3.125 1.250 0.625 0.748 0.233 0.289 0.353

1.845 3.500 1.625 0.718 1.190 0.560 0.690

"A" "B" "C" "D"

DIMENSIONS (IN)

AREA

IN. I(IN. )S(IN. )I(IN. ) S(IN. )

4 3 4

Y-Y AXIS

1.549 0.551

0.500 1.190

12"

3"

6"

0.120" NOM.

(11 GAUGE)

1"

14"

7"

0.120" NOM.

(11 GAUGE)

I A

H

O L

C

T

O

C

TYPE 1 STEEL U-POST PROPERTIES

TYPE 2 STEEL U-POST PROPERTIES

TYPE 1 STEEL

U-POST

TYPE 2 STEEL

U-POST

V E

R T

I C

S

T

L

E N

G

I A

H

O L

C

T

O

C

TOP POST

U-POST

TYPE 1

SOIL ANCHOR PLATE

TYPE 2

SOIL ANCHOR PLATE

TYPE 1

ANCHOR POST

ASSEMBLY

TYPE 2

ANCHOR POST

ASSEMBLY

I A

H

O L

C

T

O

C

WEIGHT

LBS. / FT.

X-X AXIS

WEIGHT

LBS. / FT.

X-X AXIS

8TH HOLE FROM THE TOP

TYPE 1 SOIL ANCHOR PLATE

TYPE 1 STEEL U-POST

13TH HOLE FROM THE TOP

TYPE 2 SOIL ANCHOR PLATE

TYPE 2 STEEL U-POST

STEEL U-POST SIGN

SUPPORTS

7/16" DIA. HOLES

7/16" DIA.

HOLES

NOTES:

1. SURFACES ARE PRIMED WITH RUST & CORROSION RESISTANT, ZINC RICH

PRIMER W/5,000 HOUR SALT SPRAY PERFORMANCE.

2. WHERE ADJACENT TO ROLL-UP DOORS, ALIGN CENTER OF BOLLARD WITH

DOOR JAMB AND OFFSET 12" FROM BUILDING.

6"

3/4" THICK STEEL PLATE

W/4 1/2" DIA. X 6" LONG

ANCHOR BOLTS

CONCRETE

PAD

18"

STEEL SAFETY YELLOW

WALL THICKNESS MIN 0.432"

18"

YELLOW HDPE

BOLLARD COVER

CONCRETE TO BE RAISED FOR

PROPER WATER RUN OFF

6" STEEL PIPE FILLED w/ CONC &

EMBEDDED IN CONC BASE. PAINT

HIGH VISIBILITY YELLOW.

PITCH AWAY FROM BOLLARD

PROPOSED SURFACE PER PLAN

PROVIDE EXPANSION JOINT MATERIAL

BETWEEN CONCRETE FOUNDATION AND

OTHER CONCRETE SURFACES

4,000 PSI AIR ENTRAINED CONCRETE

6x6x6 WELDED WIRE FABRIC (WWF)

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT SPECIFICATION

NOTES:

1. BOLLARDS REQUIRED AS DEPICTED ON SITE PLAN DRAWINGS.

2. WHERE ADJACENT TO ROLL-UP DOORS, ALIGN CENTER WITH DOOR JAMB.

3. WHERE ADJACENT TO CONCRETE PADS FOR HVAC UNITS KEEP 3' CLEAR.

4" AZURE BLUE

PAINTED STRIPING

(TYP.) ACCESSIBLE

SYMBOL (54"W x 60"H)

4" AZURE BLUE

PAINTED

STRIPING @ 12"

O.C. (TYP.)

8'-0" 8'-0"

20'

5'-4"

4'-4 1/2"

4" AZURE BLUE

PAINTED

STRIPING (TYP.)

1'-2"

PARKING

RESERVED

ACCESSIBLE

VAN

1'-0"

1/4" x 1/2" LG. PIN HD. BOLTS

WITH NUTS & LOCK WASHERS

AZURE BLUE LETTERS

WHITE BACKGROUND

AZURE BLUE

R7-8

R7-8P

FIN. GRADE

A

B O

V E

G R

O U

N D

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT SPECIFICATION

12"

NOTE:

1. SEE STEEL POST DETAIL.

2. SET BACK 3' FROM EOP.

B2

ULTF BOUNDARY MARKER SIGN DETAIL

NOT TO SCALE

A3

BOLLARD, TYPE 2, CONCRETE EMBEDDED

C3

ACCESSIBLE PARKING SIGN

DETAILS (R7-8, R7-8P)

B3

ACCESSIBLE STALL MARKING

NOT TO SCALE

B4

STEEL POSTS, POST CLIPS, SPACING, ETC.

NOT TO SCALE

CURB

LINE/EOP

A2

BOLLARD, TYPE 1, SURFACE MOUNTED

NOT TO SCALE

#4 BARS @ 12" O.C.

EACH WAY (TYP.)

4,000 PSI CONCRETE

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT SPECIFICATION

CUT REINFORCEMENT

AT JOINT AS SHOWN

BACKER ROD

TWO COMPONENT POLYURETHANE

BASED ELASTOMERIC SEALANT

PROVIDE 1/2" DIA. SMOOTH BARS

(DOWELS) X 1'-6" LG. GREASE &

WRAP ONE END@ 12" O.C.

PROVIDE BUTYL ROD &

FILL WITH SEALANT

PROVIDE SMOOTH BARS

(DOWELS) GREASE & WRAP

ONE END @ 12" O.C.

2"

2"

3/16" SAW CUT

2"

1/2" EXPANSION JOINT

CONDUIT

SEE DUCT BANK SECTIONS

3"

3" 3"

3"

C1

DUCT BANK CONCRETE ENCASEMENT DETAIL

NOT TO SCALE

B1

TYPICAL CONTRACTION JOINT DETAIL

NOT TO SCALE

A1

TYPICAL ISOLATION JOINT DETAIL

NOT TO SCALE

NOTES:

1. PLACE SIGNS AT ALL CORNERS & EVERY 100' ALONG

FENCE LINE.

2. POST SIGNS ON CHAIN LINK FENCE USING THE GALVANIZED STEEL BRACKET

SIGN HOLDER. EACH BRACKET INCLUDES 3/4-INCH LONG STAINLESS STEEL

BOLT AND NYLON WASHER FOR USE WITH 3/8-INCH MOUNTING HOLES.

BOUNDARY

1'-6"

3" BLACK

LETTERS

WHITE

BACKGROUND

ULTF

MARKER

RESTRICTED

WARNING

AREA

KEEP OUT

AUTHORIZED

2'-0"

PERSONNEL

ONLY

3" BLACK

LETTERS

6"

GRADE

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT SPECIFICATION

ACCESSIBLE

PARKING

SIGN SEE DETAIL

UTF-C-506/C3

A4

NOT TO SCALE

2.5'2.5'

NOTES:

1. BOLLARDS TO BE INSTALLED WHERE FOUNDATIONS ARE ADJACENT

TO VEHICLE TRAFFIC AREAS AND/OR AS SHOWN ON PLANS

BOLLARD LAYOUT AT LIGHT

POLE FOUNDATIONS

BOLLARD TYPE 2

SEE DETAIL

UTF-C-506/A3

LIGHT POLE

FOUNDATION

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-507

12810637

AS NOTED

KM MD JK

NOTES:

1. CONCRETE MUST BE 4,000 PSI.

2. BUTT DIAMETER OF FLAG POLE SHALL BE 3" WHILE TOP DIAMETER IS 1 7/8".

C

L R

PLAN VIEW

0'-4"

LAP (MIN.)

ANCHOR BOLTS AND BASE PLATE AS

REQUIRED BY POLE MANUFACTURER

3/4" NON-SHRINK GROUT PACKED UNDER

POLE BASE TO ENSURE FULL CONTACT WITH

FOOTING AND PREVENT LOOSENING OF LEVELING

NUT. SLOPE TOP TO OUTSIDE EDGE OF FOOTING.

PROVIDE 3/8" WIDE x 3/8" DEEP CHANNEL

THROUGH GROUT FOR DRAINAGE FROM POLE

INTERIOR.

3~#3 TIES @ 3" O.C.

AT ANCHOR BOLTS

SLOPE AWAY

FROM BASE PLATE

#3 TIES @ 12" O.C. MAX.

36" DIAMETER CAST-IN

PLACE CONCRETE

FOUNDATION

#3 TIES

W/LAPPING

7~#8 VERTICALS

7~#8

VERTICALS

LEVELING NUT

AND WASHER

POLE BASE COVER

15'-0" HIGH FLAG POLE

A

L U

M I N

M

L

E

E

X P

O S

I G

H T

ANODIZED SPUN

ALUMINUM BALL, FLUSH SEAM

SINGLE SHEAVE TRUCK

CAST ALUMINUM REVOLVING

NON-FOULING TYPE

ONE (1) SET

OF HALYARDS

9" CAST ALUMINUM CLEAT WITH

1/4"-20NC FLAT HEAD STAINLESS

STEEL SELF DRILLING SCREWS

TWO (2) SNAP HOOKS,

WITH NEOPRENE COVERS

7' TAPERED ALUMINUM

POLE (15' EXPOSED)

FINISHED GRADE

A4

15' TAPERED ALUMINUM FLAG POLE

NOT TO SCALE

1.5' MIN.

EMBEDMENT

W A

I G

V

R

I E

S

M

I N

M

A X

24" DRAINAGE GRAVEL

NOTES:

1. RETAIN/COORDINATE W/ A MODULAR BLOCK MANUFACTURER AND PROVIDE DESIGN DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA, FOR THE WALL DESIGN AND

CONSTRUCTION. THE SITE CONTRACTOR MUST OBTAIN ADDITIONAL GEOTECHNICAL INFORMATION AS REQUIRED FOR

THE FINAL WALL DESIGN. SOIL BEARING CAPACITIES MUST NOT BE ASSUMED FOR WALLS GREATER THAN 4' IN HEIGHT.

COMPLETE WALL DESIGN MUST BE INCLUDED WITHIN THE BASE BID.

2. DECORATIVE FACE MUST BE GRAY COBBLE STONE.

3. MODULAR BLOCK DIMENSIONS AND WEIGHT WILL VARY WITH FINAL DESIGN. FULL BLOCK MUST WEIGH BETWEEN 1,200

LBS - 3,500 LBS.

C2

MECHANICALLY STABILIZED EARTH WALL

NOT TO SCALE

COMPACTED

AGGREGATE INDOT NO.

53 BASE 6" THICK

EXISTING UNDISTURBED SOIL /

COMPACTED STRUCTURAL FILL

12"

STRUCTURAL GEOGRID

REINFORCEMENT

AS REQUIRED

RETAINED SOIL

REINFORCED BACKFILL

DECORATIVE

FACE MODULAR

BLOCK WALL

4" PERF. PVC DISCHARGE

TO DAYLIGHT

FILTER FABRIC

2" PVC

WEEP HOLE

20' +/- OC

A2

FORCE MAIN DUAL CLEANOUT DETAIL

NOT TO SCALE

48" MIN.

NOTES:

1. ALL METALLIC FITTINGS / PIPING WITHIN MANHOLE MUST BE PAINTED, UNLESS

FACTORY COATED.

2. PROVIDE VENT PIPE FROM MANHOLE TO GRADE (SEE VENT DETAIL).

3. SANITARY SEWER PIPE TO MANHOLE SEAL MUST BE PURSUANT TO ASTM-923.

4. PROVIDE MANHOLE STEPS PURSUANT TO SPECIFICATION SECTION 33 30 00.

3" X 3" WYE

(TYP. OF 2)

STAINLESS STEEL PIPE

SUPPORT

(TYP. OF 2)

3" HDPE SANITARY FORCE MAIN

PLUG VALVE, FULL

PORT

(TYP. OF 2)

RESTRAINED FLANGE

ADAPTER (TYP.)

" PLUG VALVE WITH

THREADED FITTING

AND CAP SUITABLE OR

HOSE CONNECTION

(TYP. OF 2)

VALVE BOX,

SEE DETAIL

(TYP. OF 2)

POLYPROPYLENE

STEPS, 12" O.C.

FRAME AND COVER,

SEE DETAIL

FINISHED GRADE

(TYP.)

PRECAST

MANHOLE

3" BLIND FLANGE (FLG.)

TAPPED FOR PLUG VALVE

(TYP. OF 2)

1' X 1' X 6" SUMP

CLASS C CAST-IN-PLACE

CONCRETE BASE

6" MIN.

#4 @ 12" O.C. E.W.

8" MIN.

12" MIN.

24" MIN.

6" MIN.

M

I N

48" MIN.

12" (TYP.)

10" REINFORCED CONCRETE

LID TO SUPPORT H-25

VEHICULAR TRAFFIC

12"

DECORATIVE STONE

.5%

BACK FACE OF

RETAINING WALL

℄ UTILITY

TRENCH TYPE 3

SEE UTF-C-503/C4

℄ UTILITY

TRENCH TYPE 3

SEE UTF-C-503/C4

APPROX. SURFACE

OF ROCK

INV. 713.23

CONCRETE PIER

CONCRETE

COLUMN

INV. 713.37

4" PVC

EL. 719.0

A1

TRENCH DETAIL AT CROSSFLOW PIT WALL

NOT TO SCALE

SECTION A-A

.5%

10'-0"

INV. 713.23

4" PVC

℄ 2'-6" X 3'-0" BEAM

10'-0"

10'-0"

4" PVC

INV. 713.37

.5%

3'-0"

3'-0"

3'-0" 8"

8"

A U

T F

C

U T

F C

V A

R I E

S

℄ 2'-6" X 3'-0" BEAM

KEY MAP

SECTION A-A

SECTION B-B

SECTION C-C

SECTION B-B

SECTION C-C

SEE UTF-C-508/A4

FOR FRAME AND

COVER

INSTALLATION

REQUIREMENTS

SEE UTF-C-508/A4

FOR FRAME AND

COVER

INSTALLATION

REQUIREMENTS

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-508

12810638

AS NOTED

KM MD JK

12"

V A

R I A

B L

E

P

I

D

V

A

R

I

A

B

L

E

COMPACTED AGGREGATE, INDOT NO. 53, BASE

EXISTING MUST BE

SAWCUT FULL DEPTH

(BOTH SIDES)

EXISTING GROUND

PAVED

AREA

UNPAVED AREA/COMPACTED EARTH

TRAVEL AREA

12"

INITIAL BACKFILL

MATERIAL

COMPACTED FILL TO 95%

MODIFIED PROCTOR

DENSITY ASTM D-1557

EXISTING

PAVEMENT

PAVED

AREA

NON-PAVED AREA

18"

(WATER SYSTEM, SANITARY SEWER SYSTEM,

ELECTRIC/COMMUNICATION SYSTEMS)

NOTES:

1. PROVIDE WARNING TAPE AND DETECTION WIRE PER PROJECT SPECIFICATIONS.

2. SEE CONCRETE ENCASEMENT DETAIL FOR ELECTRIC/COMMUNICATION CONDUIT WITHIN

THIS TRENCH.

D

PAVED AREAS

SEE BITUMINOUS PAVEMENT

DETAIL REF. LTF-C-508/2

NON-PAVED AREAS

COMPACT TO 95% MODIFIED

PROCTOR DENSITY

(ASTM D-1557)

4" PLUS 1/2 PIPE DIA. MIN.

INITIAL BACKFILL MATERIAL

UNDISTURBED EARTH

(NOTE 2)

A P

P R

O V

X C

A V

A T

M

T

E R

I A

L S

E M

B E

D M

E N

T

Z O

N E

N

O T

E

B A

C K

F I L

L

Z

O N

E

FINISHED GRADE

PIPE

D.D.

NOTES:

1. PLACE EMBEDMENT ZONE BACKFILL BY HAND IN 6-INCH LIFTS ON BOTH

SIDES OF PIPE. COMPACT TO 95% MAX. DRY DENSITY IN ACCORDANCE

WITH ASTM D-1557.

2. IF UNSUITABLE SOIL MATERIALS ARE ENCOUNTERED, REMOVE AND REPLACE WITH

ADDITIONAL BEDDING AS DIRECTED BY CONTRACTING OFFICER.

MIN. MIN.

12" 12"

COMPACTED AGGREGATE, INDOT

NO. 53, BASE

SAWCUT 18" (TYP.)

FOR PAVEMENT

SWALE NO. 1

A B

3' 1'

'B'

UNDISTURBED

SOIL/COMPACTED FILL PER

PROJECT SPECIFICATIONS

B - MIN. DEPTH

MAX. SLOPE

FINISHED GRADE

'A'

NOTE:

1. SEE DRAINAGE & UTILITY PLANS FOR SWALE SIZE & LOCATION

G

R

O

U

R

F

A

C

E

B

U

I L

D

I

G

C

A

D

E

DOWNSPOUT (ALSO

LEADER OR CONDUCTOR)

WALL BRACKET

ELBOW

CONCRETE

SPLASH

BLOCK

3"

VEHICLE TRAVEL

AREA

L2

W1

L1

W2

D d50=24"

48" THICK W/ FILTER

FABRIC

OUTLET

SH #1 (HW #1)

W1 W2 D TH d50

(ft.) (ft.) (ft.) (ft.) (In.) (In.) (In.)

FLOW

HEAD WALL REF.

UTF-C-512

PLAN

3:1 3:1

SEE SITE PLAN FOR PIPE

ORIENTATION AND SIZE

SECTION B-B

L1 L2 PIPE SIZE

(In.)

TH

FILTER FABRIC

SH #2 (HW #2)

2.5 15

30"

9" 9"

NOTES:

1. SEWER CLEANOUTS REQUIRED AT ALL BENDS, CHANGES

IN SLOPE AND AT BUILDING EXIT UNLESS A MANHOLE IS

PROPOSED.

2. FRAME AND COVER MUST BE NEENAH FOUNDRY PATTERN

NO. R 1792 CL TYPICAL FOR ALL CLEANOUTS, VALVE BOXES

APPLICATIONS.

BRASS PLUG

GRADE

SEE PLAN FOR

MATERIAL

COMPACTED

AGGREGATE, INDOT

NO. 53, BASE

4000 PSI CONCRETE ON

COMPACTED SUBGRADE

COMPACTED SUBGRADE

PVC PIPE

TEE ELBOW

12"

CAST IRON COVER & CIRCULAR FRAME

SEE BITUMINOUS PAVEMENT DETAIL

3.75

11.25

C1

TYPICAL TRENCH, STORM SEWER SYSTEM

NOT TO SCALE

A1

UTILITY TRENCH AND BEDDING DETAIL

NOT TO SCALE

B3

SWALE DETAIL

NOT TO SCALE

C4

PREFORMED SCOUR HOLE

NOT TO SCALE

B4

ROOF DRAIN AND SPLASH BLOCK DETAIL

NOT TO SCALE

A4

SEWER CLEANOUT DETAIL

NOT TO SCALE

TOP SOIL, FERTILIZER

AND SEED / PER PLAN

TOP SOIL, FERTILIZER

AND SEED / PER PLAN

SH #3 (HW #3)

SH #4 (HW #6)

4 246 10 12 12 12 6

2.5 153.75 10 11.25 15 12 6

CASTING (TYP)

TO SUPPORT

BRICK SHIM

A

"TERMINAL" INLET DETAIL

SECTION B-B

1'-10"

5"

6"

SECTION A-A

B

A

VARIES

8"

1'-10"

"THROUGH" INLET DETAIL

6" PRECAST CONCRETE

B

COMPACTED AGGREGATE,

INDOT NO. 53, BASE

NOTES:

1.

2.

3.

5.

LADDER RUNGS, 12" O.C. AT OVER 4 FOOT DEPTHS.

6.

7.

PRECAST CONCRETE MUST BE 4000 PSI.

THE TOP OF GRATE TO INVERT.

INLET MUST NOT EXCEED A DEPTH OF 8'-0" MEASURED FROM

INLET FRAME AND GRATES MUST BE NEENAH FOUNDRY PATTERN

BOTTOMS MUST BE DISHED AND SLOPED TOWARDS THE OUTLET

PROVIDE 7/8" DIA. X 7" X 12" STEEL REINFORCED POLYPROPYLENE

NO. R 3430, GRATE TYPE C OR APPROVED EQUAL.

PIPE AT A RATE OF 2 INCHES PER FOOT.

INVERTS MUST BE ELIMINATED IN BOTTOM OF TERMINAL INLETS.

INLET MUST BE PRECAST CONCRETE.

MANUFACTURER FOR H-25 LOADING IN & WITHIN 20' OF PAVED AREAS.

PRECAST STRUCTURE REINFORCING MUST BE DESIGNED PER

8.

PER MANUFACTURER'S SPECIFICATION.

TWO COATS OF BITUMASTIC WATER PROOFING MUST BE APPLIED

4.

A3

TYPE "A" INLET

NOT TO SCALE

B B

SWALE NO. 2 3' 1'

SWALE NO. 3 3' 1'

SLOPE

4.7%

4.7%

1.0%

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-509

12810639

AS NOTED

JK MD KM

24" (MIN.) THICK

BIORETENTION

SOIL MEDIA

EXISTING SOIL SUBGRADE,

TILLED OR "RIPPED" 12"

DEEP BEFORE BACKFILLING

4" Ø SCHEDULE 40 PVC OR SDR 35

PERFORATED PIPE, 3/8" Ø HOLES, TWO

SIDES, FACING DOWN, 2" OFF BOTTOM

FILTER FABRIC

(SIDES ONLY)

3" THICK MULCH

SLOPE VARIES, SEE

GRADING PLAN (TYP.)

6" THICK SAND (ASTM C-33

FINE AGGREGATE)

6" THICK 3/8" Ø GRAVEL

(ASTM C-33 NO. 8)

6" THICK 3/4" Ø GRAVEL

(ASTM C-33 NO. 6 OR 67)

INVERTS (SEE DETAIL A3

ON THIS SHEET)

CLEANOUT/OBSERVATION

WELL

NOTE:

SAND AND GRAVEL MUST BE NATURAL, UNCRUSHED.

SEE LANDSCAPE PLAN FOR VEGETATION IN BIORETENTION BASIN.

THE PLANTING SOIL MUST BE A SANDY LOAM OR LOAMY SAND CONTAINING A MINIMUM OF 60 PERCENT SAND, BY VOLUME. THE CLAY

CONTENT MUST BE LESS THAN 10 PERCENT BY VOLUME. A SATURATED HYDRAULIC CONDUCTIVITY OF AT LEAST 2.0 FEET PER DAY (1.0 INCHES

PER HOUR) IS REQUIRED. THE SOIL MUST BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1 INCH IN DIAMETER AND

MUST BE FREE OF BRUSH OR SEEDS FROM NOXIOUS WEEDS, SUCH AS JOHNSON GRASS, MUGWORT, NUTSEDGE AND CANADIAN THISTLE.

PLACEMENT OF THE PLANTING SOIL MUST BE IN LIFTS OF 12 TO 18 INCHES, LOOSELY COMPACTED (RUBBER WHEELED HEAVY EQUIPMENT AND

MECHANICAL TAMPING DEVICES ARE NOT RECOMMENDED FOR COMPACTION). THE PH RANGE MUST BE BETWEEN 5.2 AND 8.0. ORGANIC

MATTER MUST BE BETWEEN 1.5 AND 5%. MAGNESIUM, PHOSPHORUS AND POTASSIUM MUST BE APPLIED AT MINIMUM RATES OF 35, 75 AND 85

LBS. PER ACRE.

THE MULCH LAYER MUST BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE SHREDDED HARDWOOD MULCH. THE MULCH LAYER MUST BE

FREE OF OTHER MATERIALS, SUCH AS WEED SEEDS, SOIL, ROOTS, ETC.

WIDTH VARIES, SEE PLAN VIEW

OUTLET CONTROL

STRUCTURE

THREADED PLUG

B1 BIORETENTION BASIN - TYPICAL SECTION

NOT TO SCALE

A3 OUTLET CONTROL STRUCTURE

NOT TO SCALE

COMPACTED SUBGRADE

P

R

O

G

A

D

E

TOP OF BERM EL. G

TOP OF BOX TRASH RACK

OVERFLOW WEIR

FOOTING

PROP. CONC.

PLAN VIEW

A

A

FRONT ELEVATION

H

SIDE ELEVATION

SEE PLAN

INV. A

4'-0"

4'-0"

TRASH RACK ASSEMBLY

ROOF MOUNT

TRASH RACK ASSEMBLY

SIDE MOUNT

ELEV. E

TRASH RACK

ORIFICE

INV. D

OUTFLOW PIPE SIZE

AND ORIENTATION

SEE PLAN

CONTROL STRUCTURE:

INDOT CATCH BASIN - TYPE "A" OR

APPROVED EQUAL

OVERFLOW WEIR

ELEV. E

TOP OF BOX TRASH RACK

CONTROL STRUCTURE:

INDOT CATCH BASIN - TYPE "A" OR

APPROVED EQUAL

THREADED

PLUG

INV. B

INV. C

4"Ø UNDERDRAIN

(SCHEDULE 40 PVC

OR SDR 35)

CLEANOUT/OBSERVATION WELL

BOTTOM OF BIORETENTION BASIN = ELEV. F

BOTTOM OF BIORETENTION BASIN = ELEV. F

ORIFICE IN CONTROL STRUCTURE

(10" OCS A; 6" OCS B)

INV. D

4" UNDERDRAIN

INV. C

4" UNDERDRAIN

INV. B

TRASH RACK ASSEMBLY

STRUCTURE A B C D E F G

OCS A 686.00 686.50 687.75 690.70 (10") 693.25 690.00 695.00

OCS B 708.00 708.50 710.75 712.90 (6") 715.70 712.00 717.00

ELEVATION/DIMENSION TABLE

H

2.55'

2.80'

NOTES:

1. TRASH RACK MUST BE CONSTRUCTED OF GLASS-REINFORCED HDPE AS MANUFACTURED BY

PLASTIC SOLUTIONS INC. OR APPROVED EQUAL.

2. GRID MATERIAL MUST NOT EXCEED 6" ON CENTER.

3. UV PROTECTION MUST MEET OR EXCEED ASTM D 2565-99.

4. LOAD RATING: 2030 LBS./SF

5. ANCHOR BOLTS MUST BE STAINLESS STEEL AND LOCATED PER MANUFACTURER'S

PRE-DRILLED HOLES.

NOTES:

1. PRECAST REINFORCED CONCRETE METER PIT; HS-25 RATED LOADING.

2. FIXED LADDER IN ACCORDANCE WITH OSHA STANDARDS 29 CFR. STEEL REINFORCED

POLYPROPYLENE LADDER RUNGS MUST BE INSTALLED.

3. LOCKABLE ACCESS HATCH W/FLUSH MOUNT LIFT HANDLE.

4. REMOTE METERING DEVICE MUST BE COMPATIBLE WITH EXISTING BASE METERING AND

REPORTING SYSTEM.

5. PROVIDE BACKFLOW PREVENTORS AT ALLBUILDINGS AND TAKEOFF POINTS.

6. PROVIDE SUPPORT VALVES, PIPING, METER AND STRAINER TO VAULT BASE AS REQUIRED.

7. FILL ANNULAR SPACE BETWEEN WALLS AND SLEEVES WITH RICH CEMENT MORTAR AND

ANNULAR SPACE BETWEEN PIPE AND SLEEVE WITH MASTIC.

8. ACCESS HATCH MUST BE PROVIDED IN THE DIMENSIONS INDICATED AND ADHERE TO THE FOLLOWING REQ:

8.1. HATCH MUST BE ALUMINUM DOUBLE LEAF HINGED DOORS REINFORCED TO SUPPORT AAHSTO HS-25

WHEEL LOAD WITH A MAXIMUM DEFLECTION OF 1/150TH OF THE SPAN.

8.2. COVER MUST BE

" ALUMINUM DIAMOND PATTERN.

8.3. FRAME MUST BE

" EXTRUDED ALUMINUM WITH ANCHOR TABS AROUND THE PERIMETER FOR

ANCHORING IN PLACE BY CASTING INTO THE PRECAST VAULT STRUCTURE.

8.4. LIFTING MECHANISMS: MANUFACTURER MUST PROVIDE THE REQUIRED NUMBER AND SIZE OF

COMPRESSION SPRING OPERATORS ENCLOSED IN TELESCOPIC TUBES TO PROVIDE SMOOTH, EASY, AND

CONTROLLED COVER OPERATION THROUGHOUT THE ENTIRE ARC OF OPENING AND TO ACT AS A CHECK

IN RETARDING DOWNWARD MOTION OF THE COVER WHEN CLOSING. SPRINGS AND SPRING TUBES MUST

BE TYPE 316 STAINLESS STEEL.

8.5. A REMOVABLE EXTERIOR TURN/LIFT HANDLE WITH A SPRING LOADED BALL DETENT SHALL BE PROVIDED

TO OPEN THE COVERS AND THE LATCH RELEASE MUST BE PROTECTED BY A FLUSH, GASKETED,

REMOVABLE SCREW PLUG.

8.6. HARDWARE:

8.6.1. HINGES: HEAVY FORGED TYPE 316 STAINLESS STEEL HINGES, EACH HAVING A MINIMUM

" DIA.

TYPE 316 STAINLESS STEEL PIN, MUST BE PROVIDED AND MUST PIVOT SO THE COVER DOES

NOT PROTRUDE INTO THE CHANNEL FRAME.

8.6.2. COVERS MUST BE EQUIPPED WITH A HOLD OPEN ARM THAT AUTOMATICALLY LOCKS THE COVERS

IN THE OPEN POSITION.

8.6.3. A TYPE 316 STAINLESS STEEL SNAP LOCK WITH FIXED HANDLE SHALL BE MOUNTED ON THE

UNDERSIDE OF THE COVER.

8.6.4. HARDWARE MUST BE TYPE 316 STAINLESS STEEL THROUGHOUT.

8.6.5. HARDWARE EXPOSED WHEN COVER IS CLOSED MUST BE TAMPER PROOF.

8.7. FINISHES: FACTORY FINISH MUST BE MILL FINISH ALUMINUM WITH BITUMINOUS COATING APPLIED TO

THE EXTERIOR OF THE FRAME.

PLAN

A

UTF-C-513 UTF-C-513

6" OS&Y FLANGED GATE VALVE

6" COMPOUND METER WITH INTEGRATED REMOTE REGISTER

6" OS&Y FLANGED GATE VALVE

6" DI

6" PLATE-TYPE STRAINER

3'x3' FRAME AND

ACCESS HATCH

HS-25 LOADING

6" DI

6" DI

1 1/2"Ø DIA. STEEL REINFORCED

POLYPROPYLENE LADDER RUNGS @

12" O.C. (TYP.)

PRECAST METER PIT

(10'x4'x6')

WATERPROOF

COMPOUND

(ALL SIDES)

12" COMPACTED

AGGREGATE, NO. 53,

BASE

10'-0"

11'-0"

6" (TYP)

8" DUCTILE IRON PIPE

SLEEVE OR SCH 40

STEEL WALL SLEEVE

(TYP.) SEE NOTE #7

UNDISTURBED

SOIL/COMPACTED

FILL PER

PROJECT

SPECIFICATIONS

12"x12" OPENING

THROUGH FLOOR

SECTION A-A

6" DI

F I

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-510

12810640

AS NOTED

KM MD JK

6" DI

6" GATE VALVE

C.I. VALVE BOX

M

I N

I M

U M

D E

P T

H

V

A R

I E

S

COMPACTED EARTH

TRAVEL AREA

12" TYPICAL

(VARIABLE)

36" MIN.

84" MAX.

CONNECTIONS AS SPECIFIED (1)

4-1/2"

(2) 2-1/2" TYP.

M

I N

M A

X

POROUS FILL

AROUND BARREL

POURED CONCRETE THRUST

BLOCK PER THRUST BLOCK

DETAIL

WATER MAIN

BEARING ON

UNDISTURBED

GROUND

POURED CONCRETE

THRUST BLOCK PER

THRUST BLOCK

DETAIL

TIE RODS (3/4" MIN.)

6" GRAVEL BEDDING

UNDER ALL VALVES

AND FITTINGS

BEARING ON

UNDISTURBED GROUND

1 CUBIC FOOT GRAVEL OR

BROKEN STONE DRAIN

CONSTRUCTION NOTES:

1. USE 2500 PSI CONCRETE FOR THRUST BLOCKS.

2. SIZE AND BEARING AREA FOR THRUST BLOCKS PER THRUST BLOCK DETAIL.

3. FINISH PAINTING MUST BE RED OR AS DIRECTED BY THE CONTRACTING OFFICER. STENCIL

ALUMINUM HYDRANT NUMBER TAG AND MAIN SIZE ON THE HYDRANT BARREL USING BLACK STENCIL

PAINT. HYDRANT NUMBER MUST BE PROVIDED BY THE CONTRACTING OFFICER.

4. SPECIAL HYDRANT ARRANGEMENTS OR SETTINGS MUST BE DETAILED BY CONTRACTOR SUBJECT TO

CONTRACTING OFFICER'S APPROVAL.

5. USE MECHANICAL JOINT CONNECTIONS AND FITTINGS.

6. PROVIDE BOLLARDS WHERE SHOWN ON PLANS AND AS PER DETAIL.

7. PROVIDE NFPA FLOW COLOR CODED RINGS.

EDGE OF

COMPACTED

EARTH TRAVEL

AREA

CI LID MARKED

"WATER"

HYDRANT TO HAVE BREAK

SECTION 4" ABOVE GRADE

DRAIN PORTS MUST BE FREE OF

CONCRETE OR OTHER

PERMANENT OBSTRUCTIONS

T

Y

P

EDGE OF PAVEMENT

NOTES:

1. USE WHERE SHOWN ON PLANS.

2. REFER TO FIRE HYDRANT DETAIL FOR HYDRANT INSTALLATION AND CONNECTION TO

FIRE MAIN.

3. REFER TO BOLLARD TYPE 2 DETAIL UTF-C-506/A3 FOR CONSTRUCTION.

3'-0"

8"

NOTES:

1. THRUST BLOCK BUILT AGAINST UNDISTURBED SOIL WITH ADEQUATE BACKING TO PREVENT MOVEMENT OF FITTING.

2. BEARING TABLE BASED ON 150 PSI OPERATING PRESSURE, 2500 PSF SOIL BEARING CAPACITY, AND A FACTOR OF SAFETY OF 1.5.

3. PIPE JOINTS AND BOLTS MUST BE ACCESSIBLE.

4. FELT WRAP AND TAPE FITTING FASTENER AREAS PRIOR TO THE CONCRETE THRUST BLOCK POUR TO ALLOW

FUTURE ACCESS TO THE FASTENERS AT THE JOINTS.

5. FOR THRUST BLOCKING ON VALVE, SEE VALVE DETAIL.

6. THRUST BLOCKING DETAILS ARE SHOWN FOR TYPICAL INSTALLATIONS. IN SOME CASES ADDITIONAL RESTRAINT MAY BE REQUIRED. FOR

UNSTABLE SOIL CONDITIONS, SUBMIT RFI TO CONTRACTING OFFICER FOR THRUST BLOCK DIMENSIONS.

7. USE 2500 PSI PORTLAND CEMENT CONCRETE FOR THRUST BLOCKS.

8. WHERE PIPES ARE INSTALLED PARALLEL TO EACH OTHER, USE RESTRAINED JOINTS WHERE THRUST BLOCKS CANNOT BE USED.

B

BA

dxe

C B

6" 5"

ACB

6" 7" e

A

B

8" 1'-3"

A

A d

A

B

8" 2'-0" d

B

1'-6"

C

R E

D U

C E

R S

AC

B

6"

12"

ACB

6"

Ad

2"-2.5"

B

E N

D S

8"

A

2'-6" d

B

B

E N

D S

8"

B

A

1'-9" d d

B

2'-6"

C

B

6"

B

A C d

1'-9" 1'-9"

T E

P

S

B E

N D

S

MINIMUM SIZE OF 2500 PSI CONCRETE THRUST BLOCKS FOR WATER MAINS

CB

5'-6" 2'-3"

A

5'-6"

V

E R

T I C

A L

B

E N

D

10" 1'-9"

10" 2'-6" 1'-9"10" 3'-6"10"

2'-6" 3'-6"8" 2'-3"

2'-6"

1'-3" 1'-3"

8"x6"

C

A

B

C

V

E R

T I C

A L

B

E N

D

9"8" 10" 7"

5'-6" 3'-7"

4'-9"

#4

REIN.

BAR

12" 3'-0"12" 4'-0"12"

2'-9" 4'-0"

2'-9" 3'-0"

12" 2'-0"

2'-3"10" d

2"-2.5"

6"

8"

10"

A1

WATER METER VAULT DETAIL

NOT TO SCALE

A2

FIRE HYDRANT BOLLARD LOCATION DETAIL

NOT TO SCALE

A5

FIRE HYDRANT

NOT TO SCALE

B3

THRUST BLOCKING

W W W

W

S A

N

S

A

N

SAN SAN SAN

W W

SAN SAN

S

HPA

H

P

A

H

P

A

E E

E E

E E

E E E E E E E

S

A

N

S

A

N

S

A

N

S

A

N

A A

A

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

C

C

C

C

C

C

C

C

A A A A A A A A A

W

E E

E E

E

E E E E E

E E E

C

C

HPAHPAHPAHPAHPAHPAHPA

E E

E

E

H P

A H

P A

H P

A H

P A

H P

A H

P A

E

S

P

F I

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-511

12810641

AS NOTED

KM MD JK

A

UTF-C-511 UTF-C-511

SECTION A-A

2'-0"

8" THICK 4000 PSI CONCRETE PAD

TOP FLUSH WITH FINISH GRADE

TROWEL EDGE

EXPANSION JOINT

FILLER MATERIAL

2'-0"

VALVE BOX

4"

6"x6" W2.9xW2.9

WELDED WIRE FABRIC

COMPACTED AGGREGATE,

INDOT NO. 53, BASE

SHUT

1 1/4" SQ.

BODY

6" DIAMETER

36"

4'

MINIMUM

5 1/8"

12" DIAMETER

STANDPIPE

(PAINTED BLACK)

STANDPIPE

(PAINTED RED)

STANDPIPE GROUND LINE

MARK

GROUND LINE OR

FINISHED GRADE

PADLOCK

DEPTH OF COVER

4'-0" MINIMUM

2'-0"

SQUARE

2' X 2' X 8" THICK

CONCRETE PAD

SEE VALVE BOX PAD

DETAIL

COMPACTED AGGREGATE,

INDOT NO. 53, BASE

WATER MAIN

COMPACTED AGGREGATE,

INDOT NO. 53, BASE

TOP OF WATER MAIN

FINISHED GRADE

VALVE BOX WITH COVER

(TO BE MARKED "WATER")

SET TOP FLUSH W/ GRADE SEE

VALVE BOX PAD DETAIL

12"

NOTES:

1. CONDUCT INSTALLATION OF TAPPING SLEEVE AND VALVE UNDER

"WET" CONDITIONS. MAINTAIN EXISTING MAINS IN SERVICE AT ALL TIMES

DURING TAPPING OR INSERTION.

2. CONCRETE THRUST BLOCK UNDER TAPPING VALVE MUST HAVE THE

SAME SOIL BEARING AREA AS A 45° ELBOW.

10" DIP WATER PIPE OR

8" PVC SANITARY

FORCE MAIN

PLAN

ELEVATION

MECHANICAL JOINT

TAPPING VALVE

THRUST BLOCK POURED

AGAINST UNDISTURBED

SOIL

MECHANICAL JOINT

TAPPING SLEEVE

THRUST BLOCK POURED

AGAINST UNDISTURBED SOIL

#4 REIN. BAR

MECHANICAL JOINT

TAPPING VALVE

NOTES:

1. REFER TO FIRE HYDRANT BOLLARD LOCATION DETAIL UTF-C-510/A2 FOR

BOLLARD SPACING FOR POST INDICATOR VALVE.

2. BOLLARDS SHALL BE TYPE 2 REFER TO DETAIL UTF-C-510/A2 AND

UTF-C-506/A3

UNDISTURBED SOIL/COMPACTED

FILL PER PROJECT

SPECIFICATIONS

UNDISTURBED SOIL/COMPACTED FILL PER

PROJECT SPECIFICATIONS

A2

VALVE BOX DETAIL

NOT TO SCALE

C3

VALVE BOX PAD DETAIL

NOT TO SCALE

C4

TAPPING SLEEVE AND VALVE DETAIL

NOT TO SCALE

A4

POST INDICATOR VALVE

NOT TO SCALE

SEE VALVE

BOX DETAIL

GATE OR BUTTERFLY

VALVE

NEW DUCTILE

IRON PIPE (TYP)

MECHANICAL JOINT

WITH MEGA-LUG

RETAINER GLANDS

VALVE BOX

M

I N

UNDISTURBED SOIL

A5

WATER VALVE INSTALLATION

NOT TO SCALE

NOTES:

1. FOR MAINS LARGER THAN 6", PROVIDE THRUST BLOCK UNDER

VALVE BODY (3 CU. FT. MINIMUM OR SOLID CONCRETE BLOCK)

8" DIP WATER PIPE

OR 3" HDPE SANITARY

FORCE MAIN

FIRE MAIN

NOTES:

1. STANCOR SE50 SUMP PUMP (0.5hp) PACKAGE OR EQUAL WITH

CHECK VALVE, ON-OFF FLOAT SWITCH, HIGH LEVEL FLOAT

SWITCH, OIL MINDER PROBE AND ASSOCIATED CONTROL SYSTEM.

INSTALL PER MANUFACTURER INSTRUCTIONS.

2. 20" X 20" X 8" MIN NEMA 3R ENCLOSURE TO HOUSE OIL MINDER

CONTROL SYSTEM. PROVIDE UL LISTED AND LABELED CONTROL

CABINET. PROVIDE CONTROLS SO OIL WILL NOT PUMP ON GRADE.

COORDINATE WITH OWNER REMOTE MONITORING LOCATION TO

RECEIVE OIL AND HIGH LEVEL ALARMS

3. DISCONNECT SWITCH 20/2/NF IN NEMA 3R ENCLOSURE.

4. (2) 1" PVC CONDUIT FOR PUMP POWER AND CONTROL CABLES.

PROVIDE LONG RADIUS BENDS TO ALLOW INSTALLATION OF

CABLES WITH PRE-INSTALLED CONNECTORS. SEAL END OF

CONDUIT AT CONTROL CABINET.

5. 1

" PVC SUMP PUMP DISCHARGE PIPING.

6. 2" CHECK VALVE SUPPLIED WITH SUMP PUMP. MOUNT VALVES IN

ACCESSIBLE LOCATION ABOVE PIT.

7. "HIGH LEVEL" FLOAT SWITCH. LOCATE PER MANUFACTURERS

INSTRUCTIONS. PROVIDE AUDIBLE AND VISUAL ALARMS.

8. "PUMP ON" FLOAT SWITCH. LOCATE PER MANUFACTURERS

INSTRUCTIONS.

9. OIL DETECTION PROBE. LOCATE PER MANUFACTURERS

INSTRUCTIONS. PROVIDE AUDIBLE AND VISUAL ALARMS.

10. MODIFY GRATING AS REQUIRED.

6" COMPACTED AGGREGATE, INDOT NO. 53, BASE

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

8" PVC PIPE GROUTED

THROUGH SUMP PIT

WALL AND TRENCH

DRAIN WALL

DRAINAGE TRENCH

SEE UTF-C-503/C4

INV 702.76 INV 703.10

GR 704.10 GR 704.10

2' X 2' SUMP PIT

SUMP PIT

COVER

INV. 716.14

2" SQUARE

WRENCH-NUT

TURN CLOCKWISE

TO OPEN

VALVE BOX MUST

NOT BEAR DIRECTLY

ON THE VALVE

COMPACTED

AGGREGATE, INDOT

NO. 53, BASE

C1

CROSS FLOW SUMP AND DRAINAGE TRENCH DETAIL

NOT TO SCALE

H

U

B

U

P

R

A I L

I N

G

D

T A

C H

A B

W

T

E R

S E

R V

I C

E

U

T F

C

C

S

E R

V I C

E

A

U

B

U

P

S

A N

I T

A R

Y

S E

R V

I C

E

S

T U

B

U

P

U

B

U

P

NOTES:

1. STUB UP HPA WITH HORIZONTAL GRAYLOC ANSI FLANGE SERIES 2GR 14 CONNECTORS OR

APPROVED EQUAL ON EACH END, 18" ABOVE FINISHED GRADE.

2. HPA PIPE MUST BE 2" SCH XXS ASTM A106, GRADE C.

3. STUB UP 1" BLACK STEEL SERVICE AIR 18" ABOVE FINISHED GRADE WITH HORIZONTAL

LOCK-OUT / TAG-OUT VALVE.

4. STUB UP SANITARY SEWER PIPE 18" ABOVE FINISHED GRADE WITH THREADED CAP.

A1

LAUNCH PIT UTILITY STUB-UP AREA DETAIL

NOT TO SCALE

SEE UTF-C-508/A4 FOR

FRAME AND COVER

INSTALLATION

REQUIREMENTS

H

U

B

M

E

C p w w o r k i n g g b n a d a x e s h p d B

L D

G U

T F

C d

Y O

M

E

U

T F

C

O

T T

E D

T u e s d a y

A p r i l

E

R p a t e l d

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

C I V

I T

E

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-512

12810642

AS NOTED

KM MD JK

L

'D' DIA.

HOLE

27"

'W'

18"

12"

'C'

'B'

'A'

'H'

HDPE 'D' 'A' 'B' 'C' 'H' 'L' 'W'

12" 21" 30" 32" 12" 74" 48" 108"

15" 24" 30" 32" 12" 74" 48" 108"

18" 27" 30" 32" 12" 74" 48" 108"

24" 34" 30" 32" 12" 74" 48" 108"

30" 42" 36" 39" 9" 84" 72" 152"

36" 48" 42" 39" 9" 90" 72" 152"

42" 54" 42" 36" 12" 90" 96"…