1629197dwgVol1_Sheet136-149_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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T u e s d a y

A p r i l p m

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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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

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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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

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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

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T I O

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A I L

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UTF-C-515

12810645

AS NOTED

KM MD JK

CHART 1

200FT

100 FT

100 FT

50 FT

FINE GRAINED SOILSCOARSE GRAINED SOILS

LENGTH OF STONE REQUIRED

>5%

2% TO 5%

0 TO 2%

PERCENT SLOPE OF ROADWAY

SEE CHART 1

2-1/2" CLEAN STONE

6" MIN.

PROFILE

EXISTING GROUND

PLAN VIEW

SEE CHART 1

NOTE:

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND ROADWAY

EXISTING

GROUND

PAVED

ROADWAY

PAVED

ROADWAY

ENTIRE ENTRANCE STABILIZED WITH FILTER FABRIC & 6"

INDOT NO. 53 BASE COURSE

(MAX. SIDE

SLOPE TYP.)

MAINTAIN STOCK PILE SURFACE IN

ACCORDANCE WITH TEMPORARY

STABILIZATION NOTES

CONSTRUCT FILTER SOCK AROUND

PERIMETER OF STOCKPILE (SEE DETAIL

ON THIS SHEET)

M

A X

12"

MIN.

POLYETHYLENE

6 MIL THK.

STOCKPILE COVER

NOTES:

1. PLACE SANDBAGS AROUND BASE OF PERIMETER AND USE ROPES WITH STAKES

TO SECURE COVER TO STOCKPILE.

2. SPACE ROPES 30' ON CENTER OVER STOCKPILE.

3. ANY SEAMS ARE MUST BE STAPLED, TAPED AND WEIGHTED DOWN BY

SANDBAGS OVER ENTIRE LENGTH OF SEAM.

C1

STABILIZED CONSTRUCTION ENTRANCE

NOT TO SCALE

A4

TEMPORARY STOCKPILE DETAIL

NOT TO SCALE

NOTES:

1. FILTER SOCKS MUST BE IN

ACCORDANCE WITH THE INDIANA

STORM WATER QUALITY MANUAL,

LATEST EDITION.

2. FILTER SOCKS MUST BE A

MINIMUM 24" DIAMETER,

MANUFACTURED FOR THE

PURPOSE OF TEMPORARY

SEDIMENT CONTROL AND

INSTALLED ACCORDING TO THE

MANUFACTURERS

SPECIFICATIONS.

3. FILTER SOCKS MUST BE SIZED TO

PROVIDE SEDIMENT CONTROL FOR

AN AREA 100' ABOVE THE SOCK

WITH MAXIMUM A SLOPE OF 3:1.

4. REMOVE ACCUMULATED

SEDIMENT WHEN IT REACHES ONE

HALF THE SOCK HEIGHT.

5. STAPLES MAY BE USED IN

CONJUNCTION WITH THE

HARDWOOD STAKES FOR

ADDITIONAL ANCHORING. STAPLES

MUST BE INSTALLED PER THE

MANUFACTURE SPECIFICATIONS.

6. FILTER SOCK FILL MATERIAL MUST

BE IN ACCORDANCE WITH INDIANA

STORM WATER QUALITY MANUAL,

LATEST EDITION.

7. MULTIPLE FILTER SOCKS MUST BE

JOINED PER THE MANUFACTURER

SPECIFICATIONS.

2"x2" HARDWOOD

STAKE

24" DIAMETER FILTER SOCK

FILTER SOCK ABUTMENT JOINT

S

U

R

F

A

W

D

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E

C

T

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P

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C

A

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FLOW

M I N

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U M

24" DIAMETER

FILTER SOCK

2"x2" HARDWOOD

STAKE TO EXTEND

6" ABOVE TOP

OF FILTER SOCK

WOOD STAKE TO ONLY

PENETRATE NETTING,

NOT FILL MATERIAL

SOIL SURFACE

FLOW

M I N

I M

U M

24" DIAMETER

FILTER SOCK

2"x2" HARDWOOD STAKE

TO EXTEND

6" ABOVE TOP OF

FILTER SOCK

WOOD STAKE TO

ONLY

PENETRATE

NETTING,

NOT FILL MATERIAL

SOIL SURFACE

24" DIAMETER

FILTER SOCK

2"x2" HARDWOOD STAKE

TO EXTEND 6" ABOVE

TOP OF FILTER SOCK

WOOD STAKE TO ONLY

PENETRATE NETTING,

NOT FILL MATERIAL

M I N

I M

U M

SOIL SURFACE

2"x2" HARDWOOD STAKE

TO ONLY PENETRATE NETTING,

NOT FILL MATERIAL

6"

FLO

W

M I N

I M

U M

24" DIAMETER

FILTER SOCK

2"x2" HARDWOOD STAKE

TO EXTEND 6" ABOVE

TOP OF FILTER SOCK

WOOD STAKE TO ONLY

PENETRATE NETTING,

NOT FILL MATERIAL

SOIL SURFACE

A2

FILTER SOCK DETAIL

NOT TO SCALE

STAKE DETAIL (NO TRENCH) STAKE DETAIL OPTIONAL TRENCH

STAKE DETAIL (FRONT VIEW)

COMMON STAKE ABUTMENT JOINT

STAKE DETAIL (SIDE VIEW)

OPTIONAL OVERLAPPING JOINT

ANCHOR DETAIL (PLAN VIEW)

OPTIONAL OVERLAPPING JOINT

FILTER SOCK STAKE INSTALLATION PLAN

FILTER SOCK JOINT DETAIL

1. MOBILIZATION 28 DAYS

2. PROVIDE PERIMETER SILT FENCING AND STABILIZED CONSTRUCTION 10 DAYS

ENTERANCE

3. CLEAR AND GRUB REMAINING BRUSH AND TREE ROOTS 10 DAYS

4. STOCKPILE TOPSOIL AND SURROUND WITH SILT FENCING 3 DAYS

5. ROUGH GRADE PORTIONS OF STORMWATER MANAGEMENT AREAS A AND B15 DAYS

FOR USE DURING CONSTRUCTION

6. PROVIDE STORMWATER DISCHARGE FROM STORMWATER MANAGEMENT 21 DAYS

AREA B TO FIRST CREEK TRIBUTARY WITH INLET PROTECTION AT OUTLET

STRUCTURE

7. PROVIDE TEMPORARY SOIL STABILIZATION 3 DAYS

8. CONSTRUCT LAUNCH PIT SLURRY WALLS 90 DAYS

9. REMOVE SOILS/ROCK FROM INTERIOR OF LAUNCH PIT AND INSTALL 220 DAYS

ROCK ANCHORS

10. CONSTRUCT RETAINING WALLS 45 DAYS

11. COMPLETE ROUGH GRADING THROUGHOUT SITE 45 DAYS

12. PROVIDE TEMPORARY STABILIZATION 5 DAYS

13. CONSTRUCT WEATHER TOWER FOUNDATIONS 15 DAYS

14. RELOCATE HIGHWAY 486 AND PROVIDE ACCESS TO COMPLETED TEST 45 DAYS

EQUIPMENT PAD

15. CONSTRUCT PERIMETER FENCING 21 DAYS

16. CONSTRUCT LAUNCH PIT CAP, PLATFORM AND CROSSFLOW AREAS 60 DAYS

17. CONSTRUCT CRANE PAD 45 DAYS

18. CONSTRUCT BELOW GRADE SITE UTILITIES AND CONDUITS 120 DAYS

19. CONSTRUCT SANITARY SEWER FORCE MAIN TO HIGHWAY 331 CONNECTION20 DAYS

20. CONSTRUCT SITE LIGHT AND CAMERA POLE FOUNDATIONS 15 DAYS

21. CONSTRUCT OPERATIONS SUPPORT BUILDING 290 DAYS

22. CONSTRUCT WATER TREATMENT BUILDING 310 DAYS

23. CONSTRUCT WAREHOUSE 190 DAYS

24. CONSTRUCT MECHANICAL AND ELECTRICAL BUILDING 175 DAYS

25. CONSTRUCT ELECTRIC SUBSTATION INFRASTRUCTURE 75 DAYS

26. CONSTRUCT WASTE STAGING AREA AND DUMPSTER ENCLOSURE 20 DAYS

27. CONSTRUCT SITE CURBING AND PAVEMENT BASE COURSES 30 DAYS

28. COMPLETE WATER PROCESSING APPURTENANCE CONNECTIONS IN THE30 DAYS

LAUNCH PIT

29. CONSTRUCT ALL REMAINING ABOVE GROUND UTILITIES 45 DAYS

30. FINALIZE SUBSTATION CONSTRUCTION, COORDINATE CONNECTION WITH60 DAYS

DUKE ENERGY AND PERFORM TESTING

31. CONSTRUCT FINAL PAVEMENT COURSE 10 DAYS

32. FINE GRADE, LANDSCAPE AND PERMANENTLY STABILIZE ALL DISTURBED 20 DAYS

AREAS

33. CONSTRUCT STORMWATER MANAGEMENT BASIN BIORETENTION

SYSTEM (PIPING, GRAVEL, MEDIA ETC.). TILL BOTTOM PRIOR TO

CONSTRUCTION. MUST BE DONE WITHIN 60 DAYS OF PROJECT

COMPLETION.

34. REMOVE ALL TEMPORARY SOIL EROSION MEASURES UPON PERMANENT3 DAYS

STABILIZATION

35. DEMOBILIZE 5 DAYS

NOTES:

1. THE NUMBER OF DAYS INDICATED ARE ESTIMATED AND ARE NOT CUMULATIVE.

2. SOME TASKS SHOWN MUST BE PERFORMED CONCURRENT.

3. SUBMIT A COMPLETE SCHEDULE PRIOR TO CONSTRUCTION AND UPDATE IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS.

L

E

N

G

I

D

2 EACH DUMP STRAPS

EXPANSION RESTRAINT

(1/4" NYLON ROPE, 2"

FLAT WASHERS)

1" REBAR FOR BAG

REMOVAL FROM INLET

NOTES:

1. PORE OPENING MUST BE BETWEEN 200 & 70 SIEVE.

DUMP

STRAP

SILTSACK ®

BAG DETAIL

SECTION

C3

INLET PROTECTION DETAIL

NOT TO SCALE

DUMP STRAP

DEPTH = D

B4

ULTF GENERAL SEQUENCE OF SITE CONSTRUCTION

P A

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M E

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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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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ID

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P-

UN

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RW

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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

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D

E T

A I L

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UTF-C-516

12810646

AS SHOWN

JK MD KM

A2

TYPICAL LANDING PLATFORM - PLAN VIEW

SCALE: NTS

76"

24"

LADDER

A1

ELEVATION VIEW

SCALE: NTS

C4

LADDER WITH HAND RAILS AND GATE

SCALE: NTS

C4

TYPICAL LANDING PLATFORM

SCALE: NTS

TOP OF PIT CAP

EL. 715.00

A4

LANDING PLATFORM

SCALE: NTS

ALUMINUM

PIPE SCHEDULE 40

GUARD RAIL

LADDER WITH

GRAB RAILS

LANDING PLATFORM

MOUNTED TO PIT WALL

(TYP.)

LANDING

PLATFORM

PIT WALL

PIT WALL

BOTTOM OF PIT

EL. 598.00'

WALL FIXING

BRACKET (TYP.)

1-5/8" ROUND KNEERAIL TUBE,

ALUMINUM 2 No. 12x2' STAINLESS STEEL

SELF TAPPING SCREWS PER POST

2" ROUND HANDRAIL TUBE, ALUMINUM 2

No. 10x5/8"' STAINLESS STEEL SELF

TAPPING SCREWS PER POST

M

I N

R E

M O

V A

B L

E

S

E C

T I O

N

PIT CAP

E Q

U A

L

S

P A

C I N

G

M

A X

C

E N

T E

R S

PIT WALL

WALL FIXING

BRACKET

FLOOR MOUNT

BRACKET

PIT BOTTOM

PIT WALL

1/2" THICK MESH TO

PLATFORM SURFACE,

RIBBED FINISH ALUMINUM

LADDER RUNG

B2

LADDER ENTRY PLATFORM

SCALE: NTS

C2

SIDE ELEVATION

SCALE: NTS

1. THE LADDER ENTRY SHALL BE EQUIPPED

WITH SELF CLOSING SAFETY GATE AND

HAND RAILS.

2. LADDER AND LANDING PLATFORMS SHALL BE

SECURELY FASTENED TO THE PIT CAP, PIT

WALLS, AND PIT PLATFORM PER

MANUFACTURERS RECOMMENDATIONS,

3. LADDER MUST BE EQUIPPED WITH A HANDS

FREE FALL ARREST SYSTEM.

4. IF REQUIRED, THE LADDER MUST BE CUT TO

LENGTH OR SPLICED PER MANUFACTURERS

REQUIREMENTS.

5. ALL PARTS OF THE LADDER ENTRY RAILINGS,

GATES, SUPPORTS ETC. MORE THAN 10"

ABOVE THE PIT CAP MUST BE REMOVABLE.

NO PERMANENTLY ATTACHED PORTION OF

THE LADDER SYSTEM SHALL EXTEND MORE

THAN 10" ABOVE PIT CAP. THIS PORTION OF

THE LADDER MAY REQUIRE CUSTOM DESIGN

BY THE MANUFACTURER.

HAND RAILS

SELF CLOSING GATE

LADDER ENTRY PLATFORM

FIXED LADDER

FIXING BRACKET (TYP.)

GENERAL SHEET NOTES

LANDING

M

A X

R E

M O

V A

B L

E

NOTES:

1. LADDER/PLATFORM ARRANGEMENT PER ELEVATION VIEW

R E

M O

V A

B L

E

S E

C T

I O

N

CENETERLINE OF LADDER

SYSTEM FOR INSTALLATION

LOCATION

ELEV 691.0

ELEV 639.0

E V

A T

I O

N

10+00 11+00 12+00

B E

G I N

N I N

G

L

L

STATION

PROPOSED GRADE

NORTH SIDE

PROPOSED GRADE

SOUTH SIDE

10+50 11+50

TW 715.50

EXISTING GRADE

X

18" HIGH x 46" LONG

CONCRETE BLOCK

WALL

12+50

15+34

E N

D

O

F

W

A L

L

13+00 13+50 14+00 14+50 15+00

E L

E V

A T

I O

N

M A

T C

H L

I N

E

A

TW 717.00

X

M A

T C

H L

I N

E

A

STATION

700 700

PROPOSED GRADE

SOUTH SIDE

PROPOSED GRADE

NORTH SIDE

N: 1327157.9313

E: 3014540.3501

TW 717.00

X

TW 717.00

X

S E

E

S

T O

R M

W A

T E

R

B

A S

I N

D E

T A

I L

LAYOUT PLANTS IN PREPARED BEDS AS SHOWN

ON PLANS; SPACING AS SPECIFIED, PER

SCHEDULE STAGGERED ROWS

NOTES:

PLANTS MUST BE PLANTED WITH TRIANGULAR

SPACING

MULCH-SHREDDED HARDWOOD MULCH; MULCH,

3" DEPTH

PLANTING MIX AS SPECIFIED, FOR STORMWATER

DETENTION BASIN

SOIL LEVEL OF PLANTS IN POTS SHALL MATCH

FINISH GRADE

FINISH

GRADE

GENERAL NOTES

LAYOUT PLANTS IN PREPARED BEDS AS

SHOWN.

SPACING AS SPECIFIED PER SCHEDULE WITH

STAGGERED ROWS.

TRIANGLUAR PLANT SPACING DIAGRAM

PLAN VIEW

S P

A C

I N

G

SPACING

E L

E V

A T

I O

N

10+00 11+00 12+00 12+16

B E

G I N

N I N

G

O

F

W

A L

L

E N

D

O

F

W

A L

L

STATION

PROPOSED GRADE

SOUTH SIDE

PROPOSED GRADE

NORTH SIDE

10+50 11+50

TW 712.5

X

X

TW 720.00

EXISTING GRADE

XTW 718.50

18" HIGH x 46" LONG

CONCRETE BLOCK

WALL

N: 1326719.7761

E: 3015051.6346

THICKENED EDGES

ALL AROUND

(4) 1/2" DIA. BOLTS

WITH 6" MIN.

EMBEDMENT

C

L

C

L

C

L

BASE PLATE

1/2"x8"x8"

SEE CONCRETE

PAD DETAIL

UTF-C-503/A1

C

L

C

L

C

L

HSS 3x3x1/4 VERTICAL

POST (TYP.)

M

I N

O

R

M

A X

Q

U I R

R

E Q

U I P

M E

N T

M O

U N

T I N

G

1'-0"

T

Y P

PLAN

C

L

PROVIDE ADDITIONAL FRAMING

AS REQUIRED FOR ADDITIONAL

ENCLOSURE

1'-0"

4'-0"

HSS 2

X 2

X

HORIZONTAL BRACE

1/4" CLOSURE PLATE (TYP.)

1/4"x58"x48" PLATE WELDED TO HSS FRAME

ELECTRIC / COMMUNICATIONS

CABINET / ENCLOSURE. ADJUST

HEIGHT AS REQUIRED TO

ACCOMMODATE MOUNTING

HSS SUPPORT FRAME WITH 1/4"

THK PLATE FOR CABINET /

ENCLOSURE MOUNTING

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

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M E

T

V

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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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-517

12810647

AS NOTED

KM MD JK

A4

PERENNIAL & GROUND COVER PLANTING DETAIL

NOT TO SCALE

D2

MECHANICALLY STABALIZED EARTH WALL - SOUTH

SCALE: 1"=10'

B1

MECHANICALLY STABALIZED EARTH WALL - NORTH

SCALE: 1"=10'

A1

EQUIPMENT SUPPORT FRAME

NOT TO SCALE

S

D

D

D

700 700

C-519

C1

A-A

C

A

B B

3+46

0+00

1+00 2+00 3+00

1+61

0+00

1+00

0+50

1+50

R10'

R50'

R50'

R5'

R5'

BOTTOM OF BASIN = 690.00

R10'

R25'

R35'

R25'

R35'

R10'

R10'

UD UD UD UD UD UD

UD UD UD UD UD

UD UD UD

UD UD

UD

140CLEANOUT (TYP)

4" Ø PVC UNDERDRAIN (TYP)

10'(TYP)

COMPOSITE OUTLET STRUCTURE

10'(TYP)

10' (TYP)

0+50

1+50

2+50

SD

SD

SD

SD

SD

SD

SD

W

W

W W W W

SAN SAN SAN SAN SAN SAN SAN

S

D

S

D

W

D

S

W W W W

W

W

W

W

W

W

W W

S

D

S

D

S

D

D

S D

S D

S D

SD SD SD SD SD

S

D

D

D

S

A

N

S

A

N

S

A

N

S

W

W

W

CB

S

D

S

D

S

D

S

D

W

W

CO

CO

SD SD

CO CO

D

W

C

X X

XXXX

X X

X

X X X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

C

A

B B

C-520

C1

A-A

4+56

0+00

1+00 2+00 3+00 4+000+50

1+50

2+50 3+50 4+50

0+00

0+83

BOTTOM OF BASIN = 690.00

UD UDUD UD

UD UD UD UD UD UD UD

UD UD UD UD UD UD

N

N

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

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-518

12810648

AS SHOWN

MP MP KM

A1

ELEVATION VIEW - SOUTH BASIN

SCALE: 1"=20'

20' 40'0

A1

ELEVATION VIEW - NORTH BASIN

SCALE: 1"=20'

20' 40'0

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75

EXISTING GROUND

BOTTOM OF BASIN

EL = 690.00

WIDTH VARIES

SEE PLAN VIEW

BIORETENTION MEDIA

SEE B1/C-509

6' BERM

TOP OF BERM

EL = 695.00

PROPOSED GRADE

3:1 MAX (TYP)

STATION

0+00 0+50 1+00 1+50 2+00 2+25

EXISTING GROUND

BOTTOM OF BASIN

EL = 690.00

WIDTH VARIES

SEE PLAN VIEW

BIORETENTION MEDIA

SEE B1/C-509

6' BERM

TOP OF BERM

EL = 695.00

PROPOSED GRADE

3:1 MAX (TYP)

POINT TABLE

POINT #

NORTHING

1327223.4078

1327248.7262

1327255.1982

1327287.8436

1327287.3199

1327264.5084

1327251.3881

1327234.6578

1327228.8750

1327208.5397

1327204.4313

1327204.4313

1327236.8725

1327262.1909

1327266.7213

1327299.3668

1327298.0575

1327275.2460

1327266.0618

1327254.7825

1327243.5805

EASTING

3014640.5858

3014692.1551

3014702.1296

3014741.3027

3014754.6874

3014778.0731

3014802.6140

3014881.5096

3014885.3922

3014881.7071

3014876.7872

3014644.9929

3014633.9752

3014685.5445

3014692.5266

3014731.6998

3014765.1613

3014788.5470

3014805.7257

3014858.9156

3014911.7410

DESCRIPTION

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 690

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

POINT TABLE

POINT #

NORTHING

1327240.0540

1327228.4884

1327197.6481

1327189.4313

1327189.4313

1327214.4313

1327224.4313

1327234.4313

1327244.4313

1327254.4313

1327264.4313

1327280.3632

1327264.4313

1327254.4313

1327244.4313

1327234.4313

1327234.4313

1327224.4313

1327224.4313

1327214.4313

EASTING

3014928.3712

3014936.1365

3014930.5477

3014920.7080

3014644.9929

3014644.9929

3014665.3612

3014685.7296

3014706.0979

3014716.9611

3014728.9095

3014747.8990

3014763.8309

3014773.8309

3014783.8309

3014783.8309

3014834.3719

3014834.3719

3014875.9312

3014875.9312

DESCRIPTION

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

ELEV. 695

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

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

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-519

12810649

AS SHOWN

MP MP KM

C1

NORTH BASIN - SECTION A-A

SCALE: AS SHOWN

A1

NORTH BASIN - SECTION B-B

SCALE: AS SHOWN

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25

EXISTING GROUND

BOTTOM OF BASIN

EL = 712.00

WIDTH VARIES

SEE PLAN VIEW

BIORETENTION MEDIA

SEE B1/C-509

PROPOSED GRADE

3:1 MAX (TYP)

STATION

0+00 0+50 1+00 1+25

EXISTING GROUND

BOTTOM OF BASIN

EL = 712.00

WIDTH VARIES

SEE PLAN VIEW

BIORETENTION MEDIA

SEE B1/C-509

PROPOSED GRADE

3:1 MAX (TYP)

6' BERM

TOP OF BERM

EL = 717.00

POINT TABLE

POINT #

NORTHING

1326736.1597

1326736.1508

1326719.7114

1326712.7775

1326702.3881

1326702.3465

1326705.3465

1326733.1597

1326751.1597

1326751.1848

1326754.4428

1326742.9161

1326740.9732

1326731.5278

1326697.6599

1326687.3881

1326687.3465

1326678.2420

1326681.4206

1326718.6018

EASTING

3014567.2957

3014860.8313

3014864.0630

3014859.7978

3014784.4236

3014567.2967

3014564.2960

3014564.2958

3014567.2957

3014859.7230

3014955.1898

3014957.4558

3014984.7228

3014986.1469

3014861.4045

3014784.4264

3014567.2997

3014552.1310

3014543.6490

3014549.2959

DESCRIPTION

ELEV. 712

ELEV. 712

ELEV. 712

ELEV. 712

ELEV. 712

ELEV. 712

ELEV. 712

ELEV. 712

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

ELEV. 717

POINT TABLE

POINT #

NORTHING

1326733.1596

1326709.2304

1326719.2304

1326729.2304

1326709.2505

1326719.2538

1326729.2570

1326709.2706

1326719.2752

1326729.2836

1326719.2836

EASTING

3014549.2958

3014574.3003

3014574.2984

3014574.2964

3014679.3631

3014696.3775

3014713.3918

3014784.4260

3014808.5662

3014852.4872

3014852.4891

DESCRIPTION

ELEV. 717

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

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

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-520

12810650

AS SHOWN

MP MP KM

C1

SOUTH BASIN - SECTION A-A

SCALE: AS SHOWN

A1

SOUTH BASIN - SECTION B-B

SCALE: AS SHOWN

6'-0" 6"

T

R E

A D

C X

C X

EL 725.50

EL 719.00

D O

W N

" BRACING RODS

(TYP) @ BOTTOM OF

C12X25

EL 719.25

C12X25

C12X25 (+4)

10 TREADS @ 11" = 9'-2"

6'-0"

LANDING

PLATFORM

C

X

MC8X20

EL 725.45

DOWN

GRATING TO EXTEND TO

WITHIN

" OF PLATFORM

AT EL 725.50

B

C

K

O

F

C H

A N

N E

L

W8X31

BRACKETS

S P

A N

" BRACING RODS

(TYP) @ BOTTOM OF

C12X25

G R

T G

C12X25

TOP OF GRATING

EL 725.50

6'-0"

10 TREADS @ 11" = 9'-2"

LANDING PLATFORM

EL 719.25

L 4X4X

ANGLE POSTS

(TYP)

HANDRAIL

(TYP)

C-524

D3

C12

L

3 1

X

3 1

X

C12

9"

4'-9"

D

E

S

R

I S

E R

SEE DETAIL C2,

UTF-C-525

EL PER

LP-CG401

1'-0"

EL 719.00

R

I S

E R

TOP OF PLATFORM

EL 725.50

10 TREADS @ 11" = 9'-2"

HANDRAIL

(TYP)

C-524

D1

C12

SEE DETAIL C2,

UTF-C-525

1'-0"

F I

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

C 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

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-521

12810651

AS NOTED

TJB CS CHC

N

4'0 2' 8' 4'0 2' 8'

C-521

4'0 2' 8' 4'0 2' 8'

C3

METAL STAIRS TYPE 2 FRAMING PLAN

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

A1

4'0 2' 8'

C1

METAL STAIRS TYPE 1 FRAMING PLAN

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

4'0 2' 8'

4'0 2' 8'

A3

METAIL STAIRS TYPE 2

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

4'0 2' 8'

A1

METAL STAIRS TYPE 1

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

1. RAILING SYSTEM TO BE ASTM A500, GRADE C, HSS

1.900X0.188, HOT DIP GALVANIZED PER ASTM A123.

2. GRATING SHALL BE 1

" DEEP, HEAVY DUTY WELDED

STEEL BAR SERRATED.

3. FOR DETAILS, SEE SHEETS UTF-C-524, UTF-C-525 AND

UTF-C-526.

4. HANDRAIL POSTS SHALL BE SPACED @ 6'-0" MAXIMUM.

5. STAIRS SHALL BE ANCHORED TO THE CONCRETE SLAB

AT THE BASES OF ALL POSTS AND AS SHOWN IN

TYPICAL STAIR ANCHOR DETAIL. WHERE CONCRETE

SLAB IS NOT PRESENT, REFER TO DETAIL C2,

UTF-C-525.

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.

GENERAL SHEET NOTES

C-521

A3

C-524

C2

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

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

DLB

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

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

DLB

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

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

DLB

MC8X20 (-1.5)

6'-0"

E

A D

EL 725.25

(TOP OF GRATING)

C

X

C

X

EL 719.20

LANDING PLATFORM

D O

W N

" BRACING RODS

(TYP.) @ BOTTOM OF

C12X25

SPAN

GRTG

C

X

C

X

C12X25

12 TREADS @ 11" = 11'-0"

4'-0"

LANDING

PLATFORM

12 TREADS @ 11" = 11'-0"

C12X25

W8X31

BRACKETS

EL 719.00

TOP OF GRATING

EL 711.64

EL 704.27

EL 719.00

C

K

O

F

C H

A N

N E

L

C12X25 C12X25

DOWN DOWN

" BRACING RODS

(TYP) @ BOTTOM OF

C12X25

TOP OF GRATING

EL 725.25

S

E R

10 TREADS @ 11" = 9'-2"

6'-0"

LANDING PLATFORM

HANDRAIL WITH GUARD

(BOTH SIDES)

EL 719.20

L4X4X

ANGLE POSTS

(TYP)

C12

L

X

X

D

E

S

1'-1"

ANCHOR TO

CONCRETE SLAB (TYP)

ANCHOR TO

CONCRETE SLAB (TYP)

1'-0"

TOP OF GRATING

EL 711.64

12 TREADS @ 11" = 11'-0"

4'-0"

LANDING

PLATFORM

12 TREADS @ 11" = 11'-0"

S

E R

S

E R

L4X4X

ANGLE POSTS

(TYP.)

EL 704.27

HANDRAIL WITH GUARD

(OPEN SIDE)

E Q

E Q

L3

X3

X

BRACING

(ONE SIDE)

C12

C12

TOP OF PLATFORM

EL 719.00

PROVIDE SPLICE IN HANDRAIL

BELOW EL 720.00 AS SHOWN. WELD

INSIDE SLEEVE ON ONE SIDE ONLY

EL 720.00

ANCHOR TO

CONCRETE SLAB (TYP)

ANCHOR TO

CONCRETE SLAB (TYP)

1'-0"

1'-0"

F I

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

C 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

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-522

12810652

AS NOTED

TJB CS CHC

N

4'0 2' 8'

C1

METAL STAIRS TYPE 3 FRAMING PLAN (EAST SHOWN, WEST SIM.)

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

C3

METAL STAIRS TYPE 4 FRAMING PLAN (NORTH SHOWN, SOUTH SIM.)

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

C-522

A1

4'0 2' 8'

4'0 2' 8'

A1

METAL STAIRS TYPE 3 (EAST SHOWN, WEST SIM.)

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

4'0 2' 8'

A3

METAL STAIRS TYPE 4 (NORTH SHOWN, SOUTH SIM.)

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

C3

C-524

C-524

B3

C-524

B1

C-522

A3

8'-5 1/2"

X

W

X

B

R K

T

C12X25

8'-5 1/2" 2'-10"

19'-9"

EL 719.00

1'-0"

ACCESS HATCH IN

GRATING W/ 3'-9" X

3'-0" CLEAR OPENING

MC8X20

MC8X20

MC8X20

MC8X20

MC8X20

W x

W x

B

R K

T

W x

W x

B

R K

T

EL 718.50

HINGE (TYP)

ACCESS HATCH IN

GRATING W/ 3'-0" X

2'-2" CLEAR OPENING

9" WIDE PIECE OF GRATING

FOR STILLING WELL ACCESS.

SEE LAUNCH PIT PUMP PLANS

3"

6'-0"

EL 719.00

(MAX) (TYP)

3" MAX OPENING

BETWEEN RAILINGS

1'-0"

C12X25

" THICK P

PIPE SLEEVE WELDED

TO BOTTOM POST

L

M

A X

" Ø HOLE FOR

" Ø SAFETY PIN

F I

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

C 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

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

DLB

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-523

12810653

AS NOTED

TJB CS CHC

N

C1

WATER TREATMENT SYSTEM MAINTAINANCE PLATFORM FRAMING PLAN (TOS -1 1/2")

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

4'0 2' 8'

C-523

A1

D3

C-526

B1

C-526

C4

C-526

A1

SECTION

SCALE:1" = 1'-0"

A4

C-523

A4

SECTION

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

2'0 1' 4'0 1' 2'6"

B1(SIM)

C-526

" GRATING

MC8

C12

(MAX)

L 3

X 3

X

C12

T

Y P

TOP OF

PLATFORM

" THICK P

L

L 3

X 3

X

WELD

3 SIDES

(MAX)

GRATING

L 2

X2

X

C12

W8

3"

(MIN)

P 6X2

X

L

CONCRETE

WALL

HANDRAIL

6"

" GRATING

C12

MC8

C12

" THICK P

L

WELD 3

SIDES

W8 BRACKET

(TYP)

(MAX)

(MAX)

" THICK P

L

(MAX)

10"

10"

(MAX)

LANDING PLATFORM

L 3

X 3

X

" GRATING

G

CJP

L 2

X2

X

" O HOLE FOR

" O BOLT

(TYP)

WELD 3 SIDES

8"

3"1'-0"

(MAX)

(MAX)

(TYP)

T

Y P

C12

C12

W8 BRACKET

(TYP)

C12

8"

VARIES (LANDING)

" GRATING

L 2

X2

X

G

CJP

4"

3"

4"

(MAX)

1'-0"

(MAX)

1"

C12

C12

L 2

X2

X

(SYMMETRICAL)

(MAX)

1"

L 3

X 3

X

F I

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

C 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

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-524

12810654

AS NOTED

TJB CA CHC

C2

METAL STAIRS TYPE 2 SECTION

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

B3

METAL STAIRS TYPE 4 SECTION

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

D1

METAL STAIRS TYPE 1 DETAIL

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

D3

METAL STAIRS TYPE 2 DETAIL

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

C3

METAL STAIRS TYPE 3 SECTION

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

B1

METAL STAIRS TYPE 4 SECTION

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

2'0 1' 4'

2'0 1' 4' 2'0 1' 4'

2'0 1' 4'

2'0 1' 4'2'0 1' 4'

D2

C-524

D4

C-524

C4

C-524

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

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

C12

" O X2" SLOTTED

HOLE (TYP)

6"

2"

(TYP)

1" GROUT

L6X6X

" Ø ANCHOR BOLTS

W/ 6" MIN EMBEDMENT

(TYP)

C12

L6X6X

2"

GUARD EXTENSION

(OPEN SIDE ONLY)

3"

C12

TOP OF ASPHALT

PAVEMENT

#5 @ 12" MAX EW, EF

#5 @ 12" MAX

1'-6"

C12X25

1"

(TYP)

(TYP)

L 2

X2

X

WITH (2)

" O BOLTS

(TYP)

1"

(TYP)

" GRATING

(TYP)

T

Y P

NOSING LINE (NTS)

TREAD

R I S

E R

C12

C12

WEB &

FLANGES

" THICK P

L

" Ø HOLE FOR

" Ø

ANCHOR BOLT W/ 6"

MIN EMBEDMENT

(TYP)

(TYP)

T

Y P

L4X4X

" THICK P

L

" O HOLE

(TYP)

L4X4X

(TYP)

" THICK P

L

" O HOLE

(TYP)

CONCRETE WALL

W8X31

Q

U I R

E D

" 2

M I N

" THICK P

C

L

T

Y P

10"

(TYP)

1'-1"

" Ø HOLE FOR

" Ø

ANCHOR BOLTS W/ 8"

MIN EMBEDMENT

(TYP)

L

W8

" THICK P

T

Y P

(TYP)

1'-1"

" Ø HOLE FOR

" Ø

ANCHOR BOLTS W/ 8"

MIN EMBEDMENT

(TYP)

L

W8

" THICK P

C

L

10"

(TYP)

" O HOLES

(TYP)

L

W8

C W8 BEAM & W8 BRKT

L

C C12 BEAM

L

F I

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

C 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

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-525

12810655

AS NOTED

TJB CA CHC

B1

TYPICAL STAIR ANCHOR DETAIL

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

2'0 1' 4'

C1

STAIRS HANDRAIL DETAIL

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

2'0 1' 4'

C2

GRADE BEAM FOUNDATION DETAIL @ ASPHALT PAVEMENT

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

2'0 1' 4'

C3

TYPICAL STAIR TREAD DETAIL

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

2'0 1' 4'

A1

POST BASE PLATE - PLAN

SCALE: 3"=1'-0"

A2

POST CAP PLATE - PLAN

SCALE: 3"=1'-0"

6"0 3" 1'6"0 3" 1'

B4

W8 HORIZONTAL BRACKET ELEVATION

SCALE: 3"=1'-0"

D4

W8 HORIZONTAL BRACKET PLAN

SCALE: 3"=1'-0"

6"0 3" 1'

6"0 3" 1'

B2

C-525

A3

W8 ANGLE BRACKET SECTION @ BOTTOM

SCALE: 3"=1'-0"

6"0 3" 1'

A4

W8 ANGLE BRACKET SECTION @ TOP

SCALE: 3"=1'-0"

6"0 3" 1'

W8

EL 719.00

L 3X3X

(TYP)

" O HOLE

(TYP)

(TYP)

3"

1'-0" (MAX)

1"

(MAX)

T

Y P

C12

W8 BRKT

MC8 (TYP)

T

Y P

L 3

X 3

X

(TYP)

" GRATING

W8

EL 718.50

EL 719.00

6'-0"

(MAX)

(MAX)

W8

L 3

X 3

X

MC8

COPE FLANGE

(MAX)

W8

(TYP)

C12

" GRATING

L 2

"X2

"X

(TYP)

1"

(MAX)

3"

1'-0" (MAX)

L 3

X 3

X

(TYP)

L 2

X2

X

(TYP)

(TYP)

" GRATING

3"

1'-0" (MAX)

T

Y P

1" (MAX)

(TYP)

(MAX)

C12

C12

EL 719.00

6'-9"

(MAX)

W8 BRKT

C12

C12

T

Y P

T

Y P

MC8

" (MAX)

L 3

X 3

X

(TYP)

L 3

X 3

X

(TYP)

T

Y P

MC8

C

L

EL 719.00

" GRATING

" O HOLE FOR

" O ANCHOR BOLT W/

6" EMBEDMENT (TYP)

8" O OPENING

FOR 6" O PIPE

C12

9"

F I

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

C 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

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-526

12810656

AS NOTED

TJB CA CHC

B4

SECTION

SCALE: 3"=1'-0"

6"0 3" 1'

D5

SECTION

SCALE: 3"=1'-0"

6"0 3" 1'

A1

SECTION

SCALE: 3"=1'-0"

6"0 3" 1'

A4

SECTION

SCALE: 3"=1'-0"

6"0 3" 1'

B1

MAINTAINANCE PLATFORM SECTION

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

2'0 1' 4'

C4

MAINTAINANCE PLATFORM SECTION

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

2'0 1' 4'

A1

C-526

D5

C-526

B4

C-526

A4

C-526

A3

C-525

D3

MAINTAINANCE PLATFORM SECTION

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

2'0 1' 4'

A4

C-525

A4

C-525

L3X3X

" THICK P

L

" O HOLES

(TYP)

(TYP)

T

Y P

SEE DETAIL C2,

UTF-C-525 (TYP)

TOP OF ASPHALT PAVEMENT

ELEVATION VARIES

W6X15

C

L

BOTTOM OF TRAY

EL 724.12 (TYP) CABLE TRAY CLAMP

(TYP)

7" DEEP X 24" WIDE

CABLE TRAY

(TYP)

5'-6"

3"

(CLR)

6"

(TYP)

M

A X

M

A X

M

A X

C

L

CABLE TRAY CLAMP

(TYP)

L5X3X

CONCRETE WALL

7" DEEP X 24" WIDE

CABLE TRAY

(TYP)

4'-8" OPENING

C

L

6"

(TYP)

9"

(TYP)

3"

(CLR)

5'-6"

BOTTOM OF TRAY

EL 724.12 (TYP)

" O HOLE FOR

" O

ANCHOR BOLTS W/ 6"

MIN EMBEDMENT (TYP)

W6X15

BOTTOM OF TRAY

EL 727.25

BOTTOM OF TRAY

EL 728.25

C

L

2'-8"

W12X26

L3X3X

POST

(TYP)

6"

(TYP)

2"

(TYP)

T

Y P

1'-2"

(TYP)

C W12X26 &

W6X15

L

C

L

" O HOLE

(TYP)

W6X15

BOTTOM OF TRAY

EL 727.25

L3X3X

POST

(TYP)

3'-2"

3"

(TYP)

L3X3X

" THICK P

L

" O HOLES

(TYP)

(TYP)

T

Y P

C PLATE AND

W6X15

L

F I

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

C d

Y O

M

E

B

L D

G U

T F

C

O

T T

E D

T h u r s d a y

A p r i l

E

R

L o p a t o K

P

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-527

12810657

AS NOTED

TJB CA CHC

C5

CABLE TRAY BASE PLATE

SCALE: 3"=1'-0"

6"0 3" 1'

B5

C-527

C5

C-527

A1

C-527

C1

CABLE TRAY SECTION (SYMMETRICAL)

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

2'0 1' 4'

B1

CABLE TRAY SECTION (SYMMETRICAL)

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

2'0 1' 4'

A1

SECTION (SYMMETRICAL)

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

2'0 1' 4'

C3

CABLE TRAY SECTION

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

2'0 1' 4'

B3

SECTION

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

2'0 1' 4'

B3

C-527

A3

SECTION

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

2'0 1' 4'

B5

CABLE TRAY CAP PLATE

SCALE: 3"=1'-0"

6"0 3" 1'

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

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

5'-0"

1'-6" 6'-6"

FINAL GRADE

6" COMPATED AGGREGATE

NO. 53, BASE

GUY ANCHOR FOUNDATION

COORDINATE #201, 202, 203, 204

(UTF-C-102)

TO WEATHER TOWER

FOUNDATION

" Ø ASTM F1554 GRADE 55 S1

ANCHOR BOLT W/ EYE NUT

5'-0"

" Ø ASTM F1554 GRADE 55 ANCHOR

BOLT W/ EYE NUT SET VERTICAL FOR

TURNING BLOCK (36" MIN EMBEDMENT)

TO WEATHER

TOWER

FOUNDATION

WINCH AND TURNING BLOCK

ANCHOR FOUNDATION

COORDINATE #223 (UTF-C-102)

R

Ø

WT7X79.5

" Ø HOLE FOR 1

" Ø ASTM

F1554 GRADE 55 S1 ANCHOR

BOLT W/ 18" MIN EMBEDMENT

2"

1'-2"

F

C

H O

R

F

O U

N D

A T

I O

N S

8'-0"

7 #5 @ 9" TOP AND BTM

FOR ANCHOR FOUNDATIONS

11 #5 @ 9" TOP AND BTM

FOR TOWER FOUNDATIONS

11 #5 @ 9" U BARS

TOP AND BTM

F

W

U

N D

A T

I O

N

F

C

H O

R

F

O U

N D

A T

I O

N S

L A

P

5 #5 EF

EQUALLY

SPACED

F

W

U

N D

A T

I O

N

FINAL GRADE

CONDUITS

SEE UTF-C-513

8'-0" (SQUARE)

M

I N

(4) 1

" Ø ASTM F1554 GRADE 55

S1 ANCHOR BOLTS FOR TOWER

BASE P W/ 18" MIN EMBEDMENT

L

T O

W E

S

E

P

L

Y

H

E R

S

WEATHER TOWER FOUNDATION

COORDINATE #221

(UTF-C-102)

2'-0"

F I

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

C 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

C O

N S

T R

U C

T I O

N

D

E T

A I L

S

UTF-C-528

12810658

AS NOTED

TJB CS CHC

N

C2

C-528

C2

GUY ANCHOR FOUNDATION SECTION

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

C1

GUY ANCHOR FOUNDATION PLAN (G1 SHOWN)

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

0 2' 4'1'

0 2' 4'1'

A1

WINCH AND TURNING BLOCK ANCHOR FOUNDATION PLAN

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

C-528

B4

B2

WINCH ANCHOR DETAIL - ELEVATION

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

B2

C-528

C4

REINFORCEMENT DETAIL - PLAN

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

0 2' 4'1'

0 2' 4'1'

A4

TOWER FOUNDATION ELEVATION

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

B4

REINFORCEMENT DETAIL - ELEVATION

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

0 2' 4'1'

0 2' 4'1'

A2

C-528

1' 2'0 6"

A2

WINCH ANCHOR DETAIL - PLAN

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

1' 2'0 6"

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

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

2020-05-13T13:10:49-0400

2020-05-13T13:11:01-0400

2020-05-13T13:11:01-0400

2020-05-13T13:11:02-0400

2020-05-13T13:11:02-0400

2020-05-13T13:11:33-0400

2020-05-13T13:12:00-0400

2020-05-13T13:12:26-0400

2020-05-13T13:12:26-0400

2020-05-13T13:12:51-0400

2020-05-13T13:12:51-0400

2020-05-13T13:13:16-0400

2020-05-13T13:13:44-0400

2020-05-13T13:14:11-0400