Amendment 10 - Geotech- Structural dwgs.pdf

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EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P-

- M

U

LT

I-M

IS

SI

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D O

C K

#1KEY PLAN

GRAPHIC SCALE 1604959

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C

AP

IT

AL

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EN

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O R

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AV

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YA

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KI

TT

ER

Y, M

AI

N E

AS SHOWN

PLAN

NORTH

DRY DOCK DRILLED SHAFTS - PLAN

SCALE: 1"=30'-0"

1" = 30' 30' 0 30' 60'

D R

Y D

O C

K D

R

IL

LE

D

S H

AF

TS

P

LA

N

67.00'

DD1W ENTRANCE

STRUCTURE

405.36'

BERTH 1

EXISTING

DD1E101.00'

SOUTH CLOSURE WALL

CL DD1W

CL CENTER WALL

CL DD1N

EXISTING

PUMPWELL

6'-6" DIA DRILLED SHAFT (TYP)

BY101

39.00' 15.75'

.5

0'

.0

0'

.0 0'

1.17'

2.50'

A

B

C

D

E

F

G

H

J

K

0.511.522.533.544.555.566.577.588.599.51010.51111.51212.51313.51414.515.51616.51717.5181920

34 SPACES @ 13.75' = 467.50'

EA

EC

ED

EE

.5

0'

.5 0'

.2

5'

4.

4.

12.31'

28.32'

PUMPWELL AND UTILITY ENCLOSURE

DRILLED SHAFTS (SEE BY102)

.0

0'

.0

0'

8.

.0 0'

14.00'

.0

0'

EB

.7

6'

.5

0'

.5

0'

.7

5'

OUTER EXTENT

OF PIT (TYP, 4)

'A'

'D' 'C'

'C'

'D'

'B'

'A'

'B'

REFERENCE DRAWINGS:

WORK THIS DRAWING WITH BY102, BY501, YS506 THRU YS508,

AND YS528

M

.7

5'

20.38'

7'-0" DIA DRILLED SHAFT (TYP)

31.75'

9'-0" DIA DRILLED SHAFT (TYP)

.5

0'

7.13' 13.25'

2.

12823081

6'-0" DIA DRILLED SHAFT (TYP)

N13 .0

0'

18.34'

COLUMN NUMBER

ROW DESIGNATION

DEMONSTRATION SHAFT

WITH BDSLT (NOTE 2)

APPROXIMATE EXTENTS

OF ROCK AT BASE OF

EXCAVATION

APPROXIMATE EXTENTS

OF P-310 BLASTING OPTION

ROCK EXCAVATION

LEGEND:

A

NOTES:

1. ONLY PERMANENT DRILLED SHAFTS ARE SHOWN IN THE

LAYOUT BELOW, ANY LEVELING SHAFTS USED FOR

PRECAST FLOAT-IN MONOLITH PLACEMENT TO BE

DESIGNED AND LOCATION DETERMINED BY THE

CONTRACTOR.

2. PERFORM BDSLT ON IDENTIFIED DEMONSTRATION SHAFTS

IN ACCORDANCE WITH SPECIFICATION SECTION 31 63 26.01.

DEMONSTRATION SHAFTS SHALL BE INSTALLED PRIOR TO

INSTALLATION OF OTHER DRY DOCK SHAFTS. TEST SHAFTS

SHALL BE TESTED TO CONFIRM THE DESIGN UPLIFT

CAPACITY OF 2500 KIPS. MAXIMUM TESTING LOAD SHALL BE

1.33 TIMES THE DESIGN UPLIFT CAPACITY OR 3325 KIPS.

3. SEE BE101 AND BE103 FOR BASIS OF ROCK EXTENTS

SHOWN HERE. 1

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/1

8/

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dw g, B

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, 1 2/

/2

:4

7:

P M

FE

W X

W X

W X

W X

W X

W X

W X

(T Y

P

99' - 0"

PS301

C2

PS301

C3

D2

PS401

W X

W18X35

W

W

W

W

W

J K

12" PRECAST

LOAD - BEARING

SHEAR WALLS

(TYP.)

REFER TO PS501 FOR

ADDITIONAL INFORMATION

4" HOUSEKEEPING

PADS TYP.

8" CMU WALLS TO

UNDERSIDE OF DECK

REFER TO

HANDRAIL REFER

TO TYPICAL

DETAILS

OPEN OPEN OPEN

O P

E N

OH DOOR OPENING.

SEE ARCH. FOR

OPENING SIZE AND

LOCATION (TYP.)

1' - 0"

1' - 2" EDGE OF DECK

5' - 8 1/2" 24' - 10"

16' - 1 3/4"

7 1/2" EDGE OF DECK

O F

D E

C K

E D

G E

7 5/8" EDGE OF DECK

PS201

A2

PS201

B3

ROOF ACCESS LADDER

REFER TO TYPICAL DETAILS

18' - 8 3/4" 6' - 7 5/8"

PS401

B2 17' - 3"

3' - 9 1/4" 19' - 0 5/8"

W X

W

21' - 0"

W

0"

22' - 9 3/4"3' - 1 1/4"

W18X35

/8

/8

/4

/8

97' - 0"

/C2 PS504

MECH. UNIT HUNG BELOW

REFER TO MECH. DWGS

WT. = 500#

3' - 8 1/2"

PS201

A4

1' - 10" +/-

ELEC. UNIT ON PAD

REFER TO ELEC. DWGS

WT. = 30,000#

ELEC. UNIT ON PAD

REFER TO ELEC. DWGS

WT. = 30,000#

PS201

C3

(2) ELEC. UNITS ON PAD

REFER TO ELEC. DWGS

WT. = 2,500# EACH1 1/4" x 3/16" W-7-4 SS GRATING WITH

L1-1/2x1-1/2x1/4" WELDED ANGLE FRAME.

FRAME TO HAVE A CLEAR OPENING OF 20" x

30" AND 1/2" DIA. HEADED STUDS WITHIN 6" OF

EACH CORNER. COORDINATE LOCATION WITH

MECH. DWGS. (TYP. 2 LOCS.)

NOTES:

1. DENOTES 6" CONCRETE SLAB ON 1 1/2", 18 GA. COMPOSITE GALVANIZED METAL DECK SPAN WITH 6x6-W2.9xW2.9 WWF

2. GROUND LEVEL = ELEV. 12'-0"

3. T.O. CONCRETE SLAB = ELEV. 24'-8"

4. T.O.S. ELEVATION = ELEV. 24'-2" (TYP. U.N.O.)

5. W10 = W10X12 (TYP. U.N.O.)

6. BEAMS EQUALLY SPACED UNLESS NOTED OTHERWISE IN PLAN.

J K

PS201

B3

PS201

A4

A5

PS503

W8X10 W8X10

PUMP RAIL SUPPORTS

WITH INTERMEDIATE GUIDE

BAR. SEE DETAIL A5/PS503

UNDER SLAB HOIST BEAM

FOR DRAINAGE PUMPS.

T.O.S. ELEV. = 8'-11 1/4" +/-

SEE SECTION FOR

SUPPORT INFO AND PARTIAL

GROUND FLOOR LEVEL PLAN

FOR CONFIGURATION

PS401

C2

SEE NOTE 4

STEEL FLOOR HATCH

REFER TO YS104

C3

PS501

6" CONCRETE HOUSKEEPING

PAD. REFER TO SIMILAR

DETAIL /C2 PS503

STEEL HATCH

REFER TO YS103

PS402

B5

12" THICK PRECAST

CONC. PANELS

97' - 0"

PS201

C3

REFER TO FOR PARTIAL

PLAN OF LOWER STAIR ENCLOSURE

/C2 PS401

PS301

B5

PS301

B5

PS401

C4

/C3 PS502

(4) REMOVABLE PLATES

1/2" DIAMOND PL

W/ REINF. ANGLES,

SEE PS402

NOTES:

1. INDICATES 1/2" THICK S.S. DIAMOND PLATE (REMOVABLE BY HOIST)

2. COORDINATE REQUIRED HOIST CHAIN LENGTHS WITH RESPECTIVE TRADE DRAWINGS.

3. GROUND LEVEL T.O.C. = ELEV. 12'-0"

4. SEE SHEET YS104 FOR SIZE AND LOCATION OF ADDITIONAL GROUND FLOOR OPENINGS.

J

8' - 8"

2' - 6" R

7' - 6"

2' - 9"

20' - 0"

/8

22' - 9 5/8" 9' - 9" +/-

2' - 0"

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

HOUSEKEEPING

PAD FOR MECH.

REFER TO TYP.

DETAILS

3' - 0"

4' - 0"

1' - 0"

EQ

EQ

33' - 9 1/2"

2' - 9"

6" CONCRETE

HOUSKEEPING PAD.

REFER TO SIMILAR

DETAIL /C2 PS503

KEY PLAN

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

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DRAWFORM REVISION: 07 AUG 2018

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LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

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P u b lic

D o c u m e n ts

L o c a l_ R e v it F i le s\ D

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PS101

ST LO MJS

12823415

452 1056

PLAN NORTH

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

EQUIPMENT PLATFORM

FRAMING PLAN

4' 0' 4' 8' 12' 16'

1/8" = 1'-0"

PLAN NORTH

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

GROUND LEVEL FLOOR PLAN

PLAN NORTH

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

PARTIAL GROUND LEVEL FLOOR

PLAN

A m e n d m e n t

-1

-2

V

M G

CMU PARTITION WALL TO

UNDERSIDE OF DECK

SEE ARCH. DRAWINGS

FOR LOCATIONS.

NOTES:

STEEL DECK

SEE PLAN

L4x4x1/4 x 2'-0" LONG

CENTERED AND WELDED TO

BOTTOM BEAM FLANGE.

EACH SIDE.

STEEL BEAM

SEE PLAN

1. PROVIDE 1" MINIMUM GAP BETWEEN MASONRY WALL AND STRUCTURE ALL AROUND. FILL GAP WITH FIRE-SAFING AS SPECIFIED.

2. REINFORCE ALL MASONRY PARTITON WALLS PER PARTITON WALL REINFORCING SCHEDULE UNLESS NOTED OTHERWISE ON PLANS OR

DETAILS.

3. PARTITON WALL BRACING MAY BE ELIMINATED ONLY WHERE INTERSECTING PARTITION WALLS ARE A MAXIMUM OF 10 FEET APART. ALL

WALLS NOT MEETING THIS CRITERIA SHALL BE BRACED.

4. REFER TO ARCHITECTURAL DRAWINGS FOR TOP OF WALL BRACING ON ALL MASONRY WALLS THAT DO NOT EXTEND TO UNDERSIDE OF

FLOOR OR ROOF STRUCTURE.

5. INTENT IS FOR BOND BEAM TO BE PLACE AT AN ELEVATION SO IT MAY BE CONTINOUS THROUGHOUT, TYP.

M

IN

T

Y P

CMU PARTITION WALL TO

UNDERSIDE OF DECK

SEE ARCH. DRAWINGS FOR

LOCATIONS.

STEEL DECK

SEE PLAN

M

IN

T

Y P

. STEEL BEAM

OR TRUSS

SEE PLAN

BOND BEAM

REINFORCED

WITH (2) #5 CONT.

CUT CMU AT

ANGLE TO

CONFORM TO

ROOF SLOPE

WHERE OCCURS

3/16

TYP.

L2x2x1/4 AT 5'-0" O.C.

- ALTERNATE

L3x3x1/4 AT 5'-0" O.C.

CONT. L4x4x1/4 EVERY OTHER FRAME

3/16

BOND BEAM

REINFORCED

WITH (2) #5 CONT.

FOUNDATION

DOWELS TO

MATCH VERTICALS-TYP.

(3) #5 VERT. BARS 8'-0"<OPNG<12'-0"

(2) #5 VERT. BARS 4'-0"<OPNG<8'-0"

REINFORCE

CELLS WITH

(1) #5 VERT. BAR

0'-0"<OPNG<4'-0"

NOTES:

1. FULLY GROUT ALL REINFORCED CELLS -TYPICAL.

2. MATCH VERTICAL REINFORCING SIZE AND QUANTITY WHERE

BARS LARGER THAN #5 ARE SPECIFIED ON PLANS AND

DETAILS.

WALL OPENING: SEE PLAN

NOTES:

1. FULLY GROUT ALL REINFORCED CELLS -TYPICAL.

2. MATCH VERTICAL REINFORCING SIZE AND QUANTITY WHERE

BARS LARGER THAN #5 ARE SPECIFIED ON PLANS AND DETAILS.

3. DETAIL APPLIES AT BOTH INSIDE AND OUTSIDE CORNERS.

REINFORCE CELLS WITH (1) #5 BAR

CONTINUOUS. FOUNDATION DOWELS

TO MATCH VERTICALS

EPOXY GROUTED W/

9" EMB. MIN. - TYP.

ALL REINFORCED CELLS

SHALL BE FULLY GROUTED-TYP.

STEEL BEAM

SEE PLAN

PARTIAL WALL SECTION PARTIAL WALL SECTION AT WALL OPENING

MASONRY WALL.

GROUT SOLID

AS INDICATED

MASONRY WALL.

GROUT SOLID TO

FOUNDATION LEVEL

NOTES:

U.N.O.

TYP.

(2) HEADED STUDS

3/4" NON-SHRINK GROUT

PARTIAL BEAM BEARING WALL ELEVATION

MASON IN POCKET

AFTER BEAM ERECTIONANGLE WALL

ANCHORS

SEE DETAIL

BEARING

PLATE

6"x8"x1/2"

B. PLATE

BEAM: SEE PLAN

BEAM: SEE PLAN

MASONRY

WALL

5"

3/167 1/2"6"

U.N.O.

USE L 2 1/2 x 2 1/2 x 1/4

WHEN WALL

WIDTH IS 8"

ANGLE WALL ANCHORS

WELD OR BOLT L4x4x3/8 x 3" LG.

LONG TYPICAL TOP & BOTTOM,

BOTH SIDES

U

N D

E R

O

V E

R

3' - 9 1/2" +/-

NOTE:

TYP. EACH WAY

AT CORNER

M

IN

0' - 0 1/2" GAP MAX NO GAP TYP.

EQ

EQ

3/8" DIA S.S. EXP.

ANCHOR, MIN. 3" EMB. TYP.

L2-1/2X2-1/2X3/16 x 4"

LONG @ 32" MAX O.C., TYP

NOTE:

1. COORDINATE DETAIL WITH UNREINFORCED CMU SPANNING TO DECK IN CENTER WALL

MAX. UNREINFORCED HEIGHT = 15'-3"

BOND BEAM LINTEL SCHEDULE

WALL

THICKNESS

(NON-LOADBEARING MASONRY PARTITION WALLS ONLY)

UP TO 4'-0"

8" BEARING EACH END

4'-0" TO 8'-0"

8" BEARING EACH END

8"

8" HIGH BOND BEAM

W/ (2) #5 BARS

8" HIGH BOND BEAM

W/ (2) #5 BARS

NOTES:

1. LINTELS NOT SHOWN ON STRUCTURAL PLANS

2. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION.

3. FOR SPECIAL CONDITIONS SEE ARCHITECTURAL SCHEDULES OR SECTIONS.

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APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C L A S S

IF

IE

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UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

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U se rs

P u b lic

D o c u m e n ts

L o c a l_ R e v it F i le s\ D

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PS504

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12823426

463 1056

SCALE: N.T.S. C2

TYPICAL INTERIOR NON-BEARING

CMU PARTITION WALL TO

UNDERSIDE OF METAL DECK

BRACING DETAIL

SCALE: N.T.S. C4

TYPICAL MASONRY DETAIL AT JAMBS

AND OPENINGS

SCALE: N.T.S. C5

TYPICAL MASONRY REINFORCING

DETAIL AT CORNER

SCALE: N.T.S. A5

TYPICAL BEAM BEARING ON

MASONRY WALL DETAILS

SCALE: 1 1/2" = 1'-0" B4

TYPICAL CMU WALL BRACING

DETAIL, UNDERSIDE OF CONCRETE

SLAB

SCALE: N.T.S. B5

TYPICAL LINTEL SCHEDULE

A m e n d m e n t

-1

-2

V

M

C D

E

3' - 1 1/8" 11' - 7 1/4"

/2

/4

SEE DETAIL

FOR BASE PLATE

/A3 US400

SEE DETAIL

FOR BASE PLATE

/A4 US400

T.O.C. FIN. FLR.

ELEV. = 12'-0"

HSS6X6X3/8

TYP. (4) LOCATIONS

MAX. TYP.

8' - 0" O.C.

CONCRETE WALL MOUNTED PIPE SUPPORT

REFER TO DETAILS ON US512

T.O.C. ELEV. = 9.70'

C X

.7

S T

R

IN

G E

R

C X

.7

S T

R

IN

G E

R

C8X11.5

US400

B5

GUARD RAIL TYP.

STAIRS UP

US400

B5

6" EQUIPMENT PAD.

COORDINATE

LOCATION WITH MEP

DRAWINGS. REFER

TO DETAIL

US200

C3

8' - 10 1/8"

/A2 US501

D2

US513

23' - 0" 15' - 0"

PIPING TO BE SUPPORTED,

REFER TO MEP DWGS. TYP.

C8X11.5

C8X11.5

3' - 0"

/4

C.6 C

C12X20.7

C X

.7

C X

.5

4' - 9 7/8"9 3/8"

T.O.C. FIN. FLR.

ELEV. = 12' - 0"

HSS3X3X5/16 W/

1/2" BASE PL.

AND (2) 3/4" DIA.

EXP. ANCHORS

T.O.C. ELEV. = 9.70'

US400

B5

C12X20.7

INDICATES SPAN OF GRATING

L4x4x5/16 W/ 1/2" DIA.

EXP. ANCHORS @

3'-0" O.C.

C D E

C12X20.7

C12X20.7

C12X20.7

C12X20.7 C12X20.7 STRINGER

C12X20.7 STRINGER

C X

.5

C X

.5

H S

S

X X

/8

C X

.5

C X

.5

H S

S

X X

/8

C X

.5

L4X 4X5/1

BR

A C E B

R A C E

A2

US400

US400

B5

L4X 4X5/16

B4

US400

INTERMEDIATE LANDING

T.O.S. ELEV. = 22' - 9"

T.O.S. ELEV.

= 24' - 10"

L3X3X1/4 BRACE TYP.

23' - 0" 15' - 0"

3' - 1 1/8" 11' - 7 1/4"

EQ EQ

(+4")

(+4")

2' - 0" TYP.

16' - 6"

DENOTES 1 1/2"X3/16" 19-W-4

GALVANIZED SERRATED GRATING

C.6

HSS COLUMN

SEE PLAN

HSS SEE PLAN

1/4" CAP PL. TYP.

BRACING, SEE PLAN

(TYP.)

1/4 3

TYP.

STRINGERS,

SEE PLAN (TYP.)

1/4 6

BEAM

SEE PLAN

1/4

GUARDRAILS TO BE

WELDED TO TOP

FLANGE OF STRINGERS

(TYP.)

SEE PLAN

PROVIDE 5/16" SHEAR

TAB FOR WELDED BRACE

CONNECTION TYP.

CLR

3' - 0"

GALV STRINGER

SEE PLAN

CONCRETE SLAB

3/8" GALV END PL.

WELD AND GRIND

FLUSH (TYP.)

GALV L3x3x1/4 x 6" LONG

W/ (2) 3/4" DIA.

GALV EXP. BOLTS

COORD.

REQUIRMENTS W/

ARCH. DWGS. TYP.

/2

1" 1"

HSS COLUMN SEE PLAN

3/4" THICK GALV.

BASE PL. W/ (4)

1/2" DIA. EXP.

BOLTS W/ 3 1/4"

MIN. EMBEDMENT

1/4

TYP.

EDGE OF CONCRETE

MIN. 3/4" NON-SHRINK GROUT

US400

HSS COLUMN SEE PLAN

3/4" THICK GALV.

BASE PL. W/ (4)

1/2" DIA. EXP.

BOLTS W/ 3 1/4"

MIN. EMBEDMENT

1 1/4"

7 1/4"

/4 " 1

1/4

TYP.

EDGE OF CONCRETE

MIN. 3/4" NON-SHRINK GROUT

US400

SECOND FLOOR

EL 25.00

C

C12 STRINGER

SEE PLAN

C12 SEE PLAN

C8 SEE PLAN

SERRATED GRATING TREAD, TYP.

5/16" SHEAR TAB W/ (2)

3/4" DIA. BOLTS IN

SHORT SLOTTED

HORIZ. HOLES TYP.

HSS COL.

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APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SHEET

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EPROJECT NO.:

PM/DM

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CHIEF ENG/ARCH

FIRE PROTECTION

A

B

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D

1 2 3 4 5

1 2 3 4 5

A

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DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

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LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

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US400

ST LO MJS

12823552

589 1056

SCALE: 1/4" = 1'-0" US101 C2

PARTIAL PLAN AT EXTERIOR

PLATFORM

SCALE: 1/4" = 1'-0" US101 C5

PARTIAL PLAN AT EXTERIOR STAIR

SCALE: 1/4" = 1'-0" US102 B3

PARTIAL PLAN AT EXTERIOR STAIR

4' 0' 4' 8'

1/4" = 1'-0"SCALE: 1/2" = 1'-0" US400 A2

SECTION AT WALKWAY

SCALE: 3/4" = 1'-0" US400 B5

GROUND LEVEL CONNECTION AT

STAIR STRINGER

SCALE: 1 1/2" = 1'-0" A3

COLUMN BASE PLATE DETAIL

SCALE: 1 1/2" = 1'-0" A4

COLUMN BASE PLATE DETAIL

NOTES:

1. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED

2. STAIR LANDING AND STEPS SHALL BE SERRATED GRATING

3. T.O.S. AT INTERMEDIATE LANDING ELEVATION = 22' - 7 1/2" (TYP. U.N.O.)

NOTE:

1. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED

2. SEE A3/US401, B3/US501 AND A5/US401 FOR CHANNEL CONNECTIONS

NOTE:

1. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED

2. STAIR LANDING AND STEPS SHALL BE SERRATED GALVANIZED GRATING TYP.

3. SEE A3/US401, B3/US401, AND A5/US401 FOR CHANNEL CONNECTIONS

SCALE: 3/4" = 1'-0" US400 B4

SECTION AT INTERMEDIATE STAIR

A m e n d m e n t

-1

-2

V

M G

1. CONCRETE CONSTRUCTION AND DETAILING SHALL CONFORM TO THE LATEST EDITION OF ACI 318 OR

ACI 350, AS APPLICABLE, AND ACI 301.

2. CONCRETE MIX DESIGN AND STRENGTH SHALL BE PER THE FOLLOWING TABLE:

CONCRETE:

* WITHIN THE CENTER WALL PRECAST MONOLITHS, NON-MARINE STRUCTURAL CONCRETE SHALL BE

USED AS INFILL WITHIN THE FOLLOWING LIMITS:

MONOLITH B1: BETWEEN ELEVATIONS -31.50 AND -16.50;

MONOLITHS B2-B5: BETWEEN EL. -31.50 AND EL. -5.28;

MONOLITH B6: BETWEEN EL. -27.00 AND EL. -5.28;

MONOLITHS B7 - B9: NON-MARINE STRUCTURAL CONCRETE SHALL NOT BE USED.

WITHIN THE CLOSURE PLACEMENTS BETWEEN CENTER WALL MONOLITHS, ONLY MARINE CONCRETE

SHALL BE USED.

3. EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER OR THE GEOMETRY OF THE EXISTING

ADJACENT CORNERS, UNLESS OTHERWISE NOTED.

4. CONCRETE PLACED IN-THE-DRY SHALL BE MOIST CURED FOR A PERIOD OF 7-DAYS. CURING

SHALL BEGIN IMMEDIATELY AFTER FINISHING CONCRETE PLACEMENT. FOLLOWING THE 7-DAY

MOIST CURE, APPLY AN APPROVED CONCRETE CURING COMPOUND FOR AN ADDITIONAL 14 DAYS.

TOTAL CURING PERIOD SHALL BE 21 DAYS. CONCRETE CAN BE PLACED OVER OR AGAINST

PREVIOUSLY PLACED IN-THE-DRY CONCRETE AT ANY TIME DURING THE INTIAL CURING PERIOD.

5. REVIEW DRAWINGS FROM OTHER DISCIPLINES AND COORDINATE OPENINGS AND EMBEDDED

ITEMS SUCH AS SLEEVES, ANCHORS, INSERTS, CONDUITS, ETC. THAT WILL BE INCORPORATED

INTO THE CONCRETE WORK.

6. THE FABRICATOR IS FULLY RESPONSIBLE FOR THE DESIGN OF THE PRECAST CONCRETE LIFTING DEVICES AND METHODS WHICH SHALL BE IN ACCORDANCE WITH ACI, AISC AND AWS STANDARDS.

7. THE USE OF POWDER-ACTUATED TOOLS ON CONCRETE MEMBERS WILL NOT BE PERMITTED.

8. CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL BE SHOWN ON

THE CONTRACTOR'S CONCRETE LIFT DRAWINGS FOR APPROVAL. CONSTRUCTION JOINTS SHALL

NOT BE PROVIDED WHERE THE STRENGTH OF THE STRUCTURAL MEMBER IS IMPAIRED.

9. CONSTRUCTION JOINTS SHALL BE CLEANED OF SURFACE LAITANCE, INFERIOR CONCRETE,

EXPOSED LOOSE AGGREGATE, CURING COMPOUND AND OTHER FOREIGN MATERIALS BEFORE

PLACING FRESH CONCRETE AGAINST THE SURFACE OF THE JOINT. FOR CONCRETE PLACED IN-

THE-DRY, CONSTRUCTION JOINTS SHALL BE FLUSHED WITH FRESH WATER AND ALLOWED TO

DRY TO A SURFACE DRY CONDITION PRIOR TO PLACING CONCRETE.

10. FINISHED CONCRETE SURFACES ON DECK SHALL POSITIVELY DRAIN TO DRAIN LOCATIONS

WITHOUT PONDING. DEFICIENT AREAS WILL BE REJECTED. REWORK SHALL INCLUDE SAW

CUTTING AND MINIMUM REPLACEMENT OF TOP 3” OF CONCRETE.

11. CONCRETE PLACEMENT PLAN SHALL CLEARLY OUTLINE ANTICIPATED LIFT PLACEMENT FOR EACH

PLACEMENT LOCATION. PROVIDE CALCULATIONS, SIGNED AND STAMPED BY A LICENSED

ENGINEER, INDICATING FORMWORK IS DESIGNED FOR ANTICIPATED LIFT HEIGHT.

12. THIS PROJECT REQUIRES A SPECIALIZED MIX DESIGN, BATCHING AND PLACEMENT TECHNIQUES, TEMPERATURE INSTRUMENTATION, MONITORING AND CONCRETE TEMPERATURE CONTROLS.

13. CONCRETE TEMPERATURES SHALL BE CONTROLLED TO MEET THE REQUIREMENTS IN

SPECIFICATION 03 31 29, PARAGRAPH 1.8.7.

LOCATION / ELEMENT

14. CLOSURE PLACEMENTS SHOULD BE COMPLETED WHEN TEMPERATURES DUE TO HEAT OF HYDRATION OF

ADJACENT CONCRETE SECTIONS HAVE COMPLETELY DISSIPATED.

15. SURFACE PREPARATION SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS.

CONCRETE SURFACES SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 0.25 INCH.

16. CONCRETE ELEVATIONS ARE IN FEET, USING NAVD88 DATUM.

17. CONCRETE DIMENSIONS ARE IN FEET AND INCHES.

18. PROVIDE TOOLED EDGES FOR CONSTRUCTION, CONTRACTION AND EXPANSION JOINTS ON SURFACES

WHERE FLOAT OR STEEL TROWEL FINISH IS REQUIRED.

19. CONCRETE SURFACES EXPOSED TO THE FLOW OF WATER MUST BE SMOOTH AND FREE FROM SPALLS, HONEYCOMBS AND/OR POCKETS.

20. WATERSTOPS SHALL BE TYPE A AND CONTINUOUS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

WATERSTOP JOINTS AT SPLICES AND CORNERS SHALL BE BONDED. A CONTINUOUS TYPE A WATERSTOP SHALL BE PROVIDED IN EACH VERTICAL CONSTRUCTION JOINT BELOW EL 12.0, UNLESS OTHERWISE NOTED ON THE DRAWINGS. TWO CONTINUOUS TYPE C OR E WATERSTOPS SHALL BE PROVIDED IN EACH EXPANSION

JOINT AND CONTRACTION JOINT AS SHOWN ON THE DRAWINGS.

21. PROVIDE V-GROOVE JOINTS AS DETAILED ON DRAWING YS502 AT CONTRACTION JOINTS, CONSTRUCTION

JOINTS AND CONTROL JOINTS PERMANENTLY EXPOSED TO VIEW.

22. FLOORS AND SLABS SHALL HAVE A U4 FINISH AND GUTTER INVERTS SHALL HAVE A U3 FINISH, UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

23. FOR CONCRETE PLACED IN-THE-DRY, SAMPLING OF FRESH CONCRETE SHALL BE PERFORMED AT THE POINT OF PLACEMENT. IF THE CONCRETE AT THE POINT OF PLACEMENT DOES NOT HAVE THE REQUIRED SLUMP AND TEMPERATURE, THE CONCRETE WILL BE REJECTED AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER. RE-TEMPERING OF THE CONCRETE WITH WATER TO ACHIEVE THE REQUIRED SLUMP WILL NOT BE PERMITTED. ADDITION OF WATER-REDUCING ADMIXTURE FOR RE-MIXING CONCRETE AT THE POINT OF

PLACEMENT WILL BE PERMITTED ONLY UPON APPROVAL OF THE CONTRACTING OFFICER.

24. ADDITIONAL CONCRETE CYLINDERS WILL BE REQUIRED FOR ALL DRY DOCK FLOOR, WALL, CURB AND ENTRANCE STRUCTURE CONCRETE PLACEMENTS FOR FUTURE RADCON TESTING. SAMPLE CONTAINERS WILL BE PROVIDED BY THE GOVERNMENT. THE QUANTITY OF SAMPLES FOR RADCON TESTING WILL NOT

EXCEED 10 SAMPLES PER CONCRETE PLACEMENT.

25. CONCRETE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONCRETE TOLERANCES IN THE CONTRACT SPECIFICATIONS, PCI MNL-135, ACI 117 AND THE FOLLOWING TOLERANCES FOR THE INDIVIDUAL CONCRETE ELEMENTS AND THE ENTIRE DRY DOCK COMPLEX AS A COHERENT WHOLE. THE FOLLOWING TOLERANCES ARE APPLICABLE TO THE PRIMARY CONTROL SURFACES, INCLUDING THE TOP OF THE DRY DOCK FLOOR TOPPING SLAB, INSIDE FACE OF DRY DOCK WALLS AND TOP FACE OF DRY DOCK WALLS AND

ENTRANCE STRUCTURE:

A. OVERALL PLAN DIMENSIONS OF PRECAST FLOOR MONOLITHS: 1/2-IN

B. HORIZONTAL DIMENSIONS AND LOCATION OF PRECAST STARTER WALLS: 1/4-IN

C. OVERALL PLAN DIMENSIONS OF PRECAST CENTER WALL MONOLITHS: 1/2-IN

D. HORIZONTAL DIMENSIONS AND LOCATION OF EXTERIOR FACES OF PRECAST CENTER WALL: 1/4-IN

E. HORIZONTAL DIMENSIONS AND LOCATION OF OPENINGS IN PRECAST FLOOR MONOLITHS FOR

6-FT AND 9-FT DIA DRILLED SHAFT CONNECTIONS: 1/2-IN

F. HORIZONTAL LOCATION OF VERTICAL REINFORCEMENT IN DRILLED SHAFTS: 1/2-IN

G. HORIZONTAL LOCATION OF PRECAST MONOLITHS AFTER SET-DOWN AND LEVELING: 1-IN

H. TOP ELEVATIONS OF PRECAST MONOLITHS: 1/2-IN

I. TOP ELEVATION OF PRECAST MONOLITHS AFTER SET-DOWN AND LEVELING: 1-IN

J. ELEVATION OF TOPPING SLAB: 1/4-IN

26. ALL STEEL SHAPES, PLATES AND HARDWARE THAT ARE REMOVABLE AND NOT EMBEDDED IN CONCRETE SHALL BE HOT-DIPPED GALVANIZED. ALL EXPOSED STEEL SHAPES, PLATES AND HARDWARE THAT ARE EMBEDDED IN CONCRETE AND NOT REMOVABLE SHALL BE STAINLESS STEEL. ALL STEEL SHAPES, PLATES

AND HARDWARE THAT ARE NOT EXPOSED OR ARE USED FOR TEMPORARY FEATURES DURING

CONSTRUCTION SHALL BE SHOP-PRIMED ONLY.

ADDITIONAL NOTES FOR TREMIE CONCRETE:

MIX DESIGN 28-DAY STRENGTH, PSI

DRILLED SHAFTS MARINE CONCRETE 6,000

DRY DOCK FLOOR SLABS, WALLS* AND

REMOVABLE CONCRETE COVERS

MARINE CONCRETE 6,000

ENTRANCE STRUCTURE MARINE CONCRETE 6,000

CONNECTION BETWEEN CENTER

WALL AND EXISTING PUMPWELL AND

UTILITY ENCLOSURE

MARINE CONCRETE 6,000

CONCRETE BACKFILL NON-MARINE BACKFILL

CONCRETE

3,000

BERTH 1 AND BERTH 11

CONNECTING DECK SLABS MARINE CONCRETE 6,000

SECANT PILES, SUPPORT OF

EXCAVATION

NON-MARINE STRUCTURAL

CONCRETE

6,000

1. TREMIE CONCRETE SHALL MEET THE REQUIREMENTS IN SPECIFICATION SECTION 03 31 29

MARINE CONCRETE AND HAVE A 28-DAY STRENGTH OF 6,000 PSI. CONTRACTOR TO

FOLLOW THE RECOMMENDATIONS IN THE GUIDE TO TREMIE CONCRETE FOR DEEP

FOUNDATIONS BY THE DEEP FOUNDATION INSTITUTE/EUROPEAN FEDERATION OF

FOUNDATION CONTRACTORS.

2. SAMPLING OF FRESH TREMIE CONCRETE SHALL BE PERFORMED AT THE POINT OF

PLACEMENT. IF THE CONCRETE AT THE POINT OF PLACEMENT DOES NOT HAVE THE

REQUIRED SLUMP FLOW, THE CONCRETE WILL BE REJECTED AT NO ADDITIONAL COST TO

THE CONTRACTING OFFICER. RE-TEMPERING OF THE CONCRETE WITH WATER TO ACHIEVE

THE REQUIRED SLUMP FLOW WILL NOT BE PERMITTED. ADDITION OF WATER-REDUCING

ADMIXTURE FOR RE-MIXING CONCRETE AT THE POINT OF PLACEMENT WILL BE PERMITTED

ONLY UPON APPROVAL OF THE CONTRACTING OFFICER.

3. TREMIE CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UNTIL THE

PLACEMENT REACHES THE TOP OF THE PLACEMENT.

4. TREMIE CONCRETE SHALL BE PLACED UNIFORMLY ACROSS THE WIDTH OF THE

PLACEMENT.

5. IF MULTIPLE TREMIE PIPES ARE USED, CONCRETE SHALL BE FED ALTERNATELY INTO

ADJACENT TREMIE PIPES SUCH THAT A 2-FOOT MAXIMUM DIFFERENTIAL IS MAINTAINED

ACROSS THE ENTIRE CONCRETE PLACEMENT AND THAT ALL OF THE TREMIE PIPES REMAIN

ALWAYS IMMERSED AT THE SAME DEPTH BELOW AT LEAST 5-FEET OF FRESH CONCRETE.

6. THE NUMBER OF TREMIE PIPES USED FOR EACH PLACEMENT SHALL BE ADJUSTED TO LIMIT

THE HORIZONTAL DISTANCE OF CONCRETE TRAVEL AND TO ENSURE UNIFORMLY LEVEL

UPWARD FLOW OF CONCRETE (MAINTAIN 2-FOOT MAXIMUM DIFFERENTIAL ACROSS THE

ENTIRE CONCRETE PLACEMENT) AND CONCRETE FLOW AROUND EMBEDMENTS. THE

MAXIMUM HORIZONTAL DISTANCE OF CONCRETE TRAVEL SHALL NOT EXCEED 10 FEET.

7. DRILLED SHAFT CONCRETE PLACEMENT RATE SHALL NOT EXCEED 10-FEET OF CONCRETE

RISE PER MINUTE.

8. UNDER NO CIRCUMSTANCES SHALL THE TREMIE PIPES BE RAISED OR LOWERED TO

CONTROL OR CHANGE THE CONCRETE PLACEMENT RATE.

9. EMPLOY MEANS TO PREVENT WATER FROM GETTING INTO THE TREMIE PIPE PRIOR TO

INITIATION OF CONCRETE PLACEMENT, TO AVOID WATER CONTAMINATION OF THE

CONCRETE.

10. PROVIDE NECESSARY MEASURES TO PREVENT POTENTIAL WASH-OUT OF FRESH

CONCRETE DUE TO HYDRAULIC GRADIENTS.

11. TREMIE CONCRETE SHALL NOT BE VIBRATED.

12. TREMIE CONCRETE PLACEMENT SHALL BE COMPLETED IN SUCH A MANNER AND WITHIN

SUCH TIME THAT THE CONCRETE ABOVE THE BASE OF THE TREMIE PIPE REMAINS

WORKABLE UNTIL CONCRETING IS COMPLETE.

13. THE TREMIE PIPES SHALL BE LOWERED TO THE BOTTOM OF THE PLACEMENT THEN RAISED

4 INCHES ABOVE THE BOTTOM OF THE PLACEMENT PRIOR TO BEGINNING TREMIE

CONCRETE DELIVERY.

14. AFTER CONCRETE PLACEMENT HAS STARTED, THE TREMIE PIPES SHALL ALWAYS REMAIN

IMMERSED BELOW AT LEAST 5-FEET OF FRESH CONCRETE.

15. SINCE THE TOP OF THE TREMIE CONCRETE PLACEMENT MAY NOT BE OF THE SPECIFIED

PROPERTIES AND REQUIRED QUALITY, AT LEAST 36" OF TREMIE CONCRETE SHALL BE

PLACED ABOVE THE TOP OF THE PLACEMENT NEAT LINE SHOWN ON THE DRAWINGS. IF

THE DEPTH OF POOR QUALITY CONCRETE AT THE TOP OF TREMIE CONCRETE PLACEMENTS

CAN BE CONSISTENTLY SHOWN BY THE CONTRACTOR THAT IT IS LESS THAN 36" IN SIMILAR

TRIAL PLACEMENTS USING THE APPROVED TREMIE CONCRETE MIX, THE GOVERNMENT MAY

CONSIDER REDUCING THE REQUIRED DEPTH OF OVERPOURING.

16. PRIOR TO PLACING CONCRETE ON TOP OF A PREVIOUSLY PLACED TREMIE CONCRETE LIFT, REMOVE THE TREMIE CONCRETE PLACED PREVIOUSLY DOWN TO THE NEAT LINE FOR THE

PREVIOUS PLACEMENT SHOWN ON THE DRAWINGS. SHOULD CONCRETE LAITANCE BE

OBSERVED AT THE PREVIOUS PLACEMENT NEAT LINE, REMOVE CONCRETE LAITANCE

EXPOSING CONCRETE MEETING THE SPECIFIED REQUIREMENTS. REMOVAL SHALL BE

COMPLETED USING EQUIPMENT AND METHODS THAT DO NOT DISTURB OR DAMAGE THE

CONCRETE OR REINFORCEMENT TO REMAIN.

17. DEFECTS SHALL BE REMOVED AT NO ADDITIONAL COST AND IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS AND THE METHOD APPROVED BY THE CONTRACTING OFFICER.

SECANT PILES UNDER UTILITY

ENCLOSURE MARINE CONCRETE 6,000

PRECAST MONOLITHS:

1. CONTRACTOR SHALL CONSIDER THE RECOMMENDATIONS OF ACI 357.2R-10, REPORT

ON FLOATING AND FLOAT-IN CONCRETE STRUCTURES IN THE CONTRACTOR'S DESIGN

DETAILS FOR FLOATING IN AND FOR SETTING DOWN OF THE PRECAST MONOLITHS.

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PM/DM

BRANCH MANAGER

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A

B

C

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1 2 3 4 5

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DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

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IF

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LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

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12823194 231 1056

AM

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1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A706, GRADE 60 UNLESS NOTED

OTHERWISE. GRADE 75 REINFORCING STEEL SHALL CONFORM TO ASTM A615. EPOXY-COATED

REINFORCING STEEL SHALL CONFORM TO ASTM A775.

2. REINFORCING STEEL SHALL BE FULLY SUPPORTED ON APPROVED PLASTIC CHAIRS AND/OR

COATED STEEL. WHERE REINFORCING STEEL IS IN CONTACT WITH FORMS, SUPPORTS SHALL BE

PLASTIC OR STAINLESS STEEL.

3. HOOKS SHALL BE STANDARD 90 DEGREE HOOKS UNLESS INDICATED OTHERWISE.

4. SPLICING OF REINFORCING STEEL OVER 20 FEET IS PERMITTED. STAGGER SPLICES ONE SPLICE

LENGTH MINIMUM. UNLESS OTHERWISE NOTED, NO MORE THAN 50 PERCENT OF THE

REINFORCING STEEL SHALL BE SPLICED AT EACH LOCATION.

5. BAR DEVELOPMENT AND LAP SPLICE LENGTHS FOR UNCOATED REINFORCING BARS SHALL BE AS

FOLLOWS:

REINFORCING STEEL:

BAR

DESIGNATION

#3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18

OTHER BAR

"TOP" BAR

"TOP" BAR

OTHER BAR

LENGTHS ARE IN INCHES.

"TOP" BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST DIRECTLY

BELOW THE BARS.

TABLE VALUES ARE BASED ON BAR SPACING OF 6 INCHES AND CONCRETE COVER OF 3 INCHES.

OTHERWISE, THE PROVISIONS OF ACI 318 SHALL BE USED.

6. WELDING OF REINFORCEMENT IS NOT ALLOWED FOR ASTM A615 BARS.

7. WELDING OF REINFORCING, WHEN APPROVED BY THE CONTRACTING OFFICER, FOR THE ASTM

A706 BARS SHALL BE IN ACCORDANCE WITH AWS D1.4.

8. LAP SPLICES SHALL NOT BE USED IN LOCATIONS OF MAXIMUM MOMENTS, UNLESS OTHERWISE

PERMITTED ON THE DRAWINGS. LAP SPLICES SHALL NOT BE PERMITTED IN DRILLED SHAFTS.

9. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED IN COMPRESSION, SPLICE LENGTH SHALL BE

THE LARGER OF: DEVELOPMENT LENGTH OF LARGER BAR OR SPLICE LENGTH OF SMALLER BAR.

10. MECHANICAL COUPLERS SHALL BE DESIGNED FOR 125 PERCENT OF YIELD STRENGTH OF

REINFORCING STEEL FY 80 KSI.

11. BAR DEVELOPMENT AND LAP SPLICE LENGTHS FOR EPOXY COATED BARS WITH COVER LESS

THAN 3 TIMES THE BAR DIAMETER OR CLEAR SPACING LESS THAN 6 TIMES THE BAR DIAMETER SHALL BE 1.5 TIMES LONGER THAN THE VALUES IN THE ABOVE TABLE AND 1.2 TIMES LONGER FOR

ALL OTHER EPOXY COATED BARS.

12. PER THE CONTRACTOR'S MEANS AND METHODS, BUNDLED BARS SHALL BE ARRANGED WITHIN

THE BUNDLE TO FACILITATE CONCRETE PLACEMENT AND CONSOLIDATION IN CONGESTED

AREAS.

1. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO THE LATEST EDITION OF ACI

318, OR ACI 350, AS APPLICABLE, AND ACI 117 UNLESS OTHERWISE NOTED.

2. SUBMIT DETAILED REINFORCING DRAWINGS INCLUDING BAR AND BENDING SCHEDULES TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF REINFORCING

STEEL.

GENERAL NOTES FOR REINFORCEMENT:

REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS, EXCEPT AS OTHERWISE

NOTED OR SHOWN ON THE DRAWINGS.

CONCRETE COVER FOR REINFORCEMENT:

DRILLED SHAFTS:

BOTTOM OF FOUNDATIONS AND FOOTINGS:

BACKFILLED SURFACES AND SURFACES SUBJECT TO SUBMERGENCE:

#18 BARS AND SMALLER

EXTERIOR BEAMS AND COLUMNS NOT SUBJECT TO SUBMERGENCE:

EXTERIOR WALLS AND SLABS NOT SUBJECT TO SUBMERGENCE:

#11 BARS AND SMALLER

#14 BARS

#18 BARS

INTERIOR BEAMS AND COLUMNS:

INTERIOR WALLS AND SLABS:

#11 BARS AND SMALLER

#14 AND #18 BARS

6" 6"

6" 3"

3" 3 1/2" 4 1/2" 1 1/2"

1 1/2" 2 1/2"

BAR DEVELOPMENT LENGTH LAP SPICE LENGTH

WHERE,

LAP SPLICE NOT PERMITTED

LAP SPLICE NOT PERMITTED

1. MATERIALS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. WELDED CONSTRUCTION SHALL BE USED.

3. EXPOSED STEEL (NON-STAINLESS) SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH

THE SPECIFICATIONS.

4. STEEL (NON-STAINLESS) SURFACES EMBEDDED IN CONCRETE SHALL NOT BE PAINTED.

5. ALUMINUM SURFACES IN CONTACT WITH STEEL OR CONCRETE SHALL BE PAINTED WITH ONE

COAT OF ZINC CHROMATE PRIMER, UNLESS OTHERWISE RECOMMENDED BY THE ALUMINUM

PRODUCT MANUFACTURER.

6. STEEL PIPE RAILINGS AND LADDERS SHALL BE GALVANIZED AND SHALL CONFORM TO OSHA

STANDARDS. IN ADDITION, RAILINGS SHALL COMPLY TO THE REQUIREMENTS OF THE

AMERICANS WITH DISABILITIES ACT (ADA) LATEST EDITION.

7. GRATINGS AND NON-EMBEDDED FRAMES SHALL BE GALVANIZED AFTER FABRICATION. FRAMES

OR SUPPORTS EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. PROVIDE DIELECTRIC

ISOLATION BETWEEN DISSIMILAR METALS, INCLUDING THROUGH THICKNESS OF PARTS.

8. SHEARED EDGES SHALL BE GROUND SMOOTH.

9. WELDS SHALL BE 3/16" CONTINUOUS FILLET WELDS, E70XX ELECTRODE, UNLESS OTHERWISE

SHOWN ON THE DRAWINGS.

10. CORNERS OF FRAMES SHALL BE MITERED AND WELDED IN ACCORDANCE WITH APPROVED

SHOP PRACTICE. GRIND WELDS SMOOTH ON BEARING AND EXPOSED SURFACES.

11. FURNISH EXPANSION ANCHORS AND CONNECTION BOLTS WHERE SUCH ARE REQUIRED.

DIAMETER OF HOLES FOR ANCHORS AND BOLTS SHALL BE 1/16" LARGER THAN DIAMETER OF

ANCHORS/BOLTS INDICATED.

12. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE B8 CLASS 2 STAINLESS STEEL, UNLESS

OTHERWISE SPECIFIED ON THE DRAWINGS.

13. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125, GRADE A325.

14. STEEL PIPE RAILINGS SHALL CONFORM TO ASTM A53, SCHEDULE 40 AND 80 AS SHOWN ON THE

DRAWINGS.

15. EXPOSED STEEL EMBEDMENTS SHALL BE STAINLESS STEEL.

16. STAINLESS STEEL SHALL MEET THE REQUIREMENTS OF SPECIFICATION SECTION 05 12 00 AND 05 50 13.

17. STEEL COMPONENTS CAPABLE OF CATCHING AND RETAINING WATER MUST HAVE A 1/4" MIN.

DRAIN HOLE AT THE LOWEST POINT.

18. PROVIDE AN OSHA COMPLIANT PERSONAL FALL ARREST SYSTEM ON ALL LADDERS TALLER

THAN 24 FEET.

MISCELLANEOUS METALS:

1. MOORING HARDWARE SHALL BE IN ACCORDANCE WITH SPECIFICATION

SECTION 05 30 00.01 "MOORING HARDWARE".

2. MOORING HARDWARE SHALL HAVE THE FOLLOWING MINIMUM WORKING

CAPACITIES:

A. CLEATS: 20 TONS (0 TO 180 DEGREES HORIZONTAL & 0 TO 45

DEGREES VERTICAL)

3. FITTINGS SHALL BE CAST STEEL ASTM A-27, GRADE 65-35, HOT-DIPPED

GALVANIZED, AND COATED IN ACCORDANCE WITH THE SPECIFICATIONS.

4. BOLT POCKETS SHALL BE FILLED WITH POLYURETHANE SEALANT.

5. GROUT FOR ANNULUS AND GROUT BED SHALL BE NON-SHRINK, NON-METALLIC

HIGH PERFORMANCE CEMENTITIOUS GROUT HAVING A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 7,500 PSI. GROUT SHALL CONFORM TO ASTM

C-1107, GRADE C.

6. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GR. B8. NUTS SHALL

CONFORM TO A194, GR. 8. WASHERS SHALL BE 304 STAINLESS STEEL

CONFORMING TO ASTM A276. DIELECTRIC ISOLATION WASHERS/SLEEVES

SHALL BE USED BETWEEN DISSIMILAR METALS.

7. ANCHOR BOLT TESTING SHALL BE COMPLETED BY AN INDEPENDENT TESTING

AGENCY. SUBMIT EXPERIENCE AND QUALIFICATIONS FOR THE ANCHOR BOLT

TESTING PERSONNEL. ONE ANCHOR BOLT FROM EACH MOORING FITTING

BATCH SHALL BE TESTED IN TENSION UTILIZING THE INCREMENTAL LOAD

APPLICATION TEST IN ACCORDANCE WITH ASTM E488 TENSION TESTING.

PROOF LOAD SHALL BE MAINTAINED FOR A MINIMUM OF 10 MINUTES.

8. TESTED ANCHOR BOLTS SHALL BE TESTED TO 90% OF THE ANCHOR BOLT YIELD

STRENGTH. ANCHOR BOLTS THAT FAIL TESTING SHALL BE REMOVED AND

REINSTALLED AT NO COST TO THE CONTRACTING OFFICER. FAILURE IS

CONSIDERED ONE OF THE FOLLOWING:

A. FAILURE TO REACH PROOF LOAD OF 90% YIELD STRENGTH.

B. A PERMANENT SET REMAINS AFTER LOAD IS RELEASED.

C. DISPLACEMENT GREATER THAN ELASTIC STRETCH OF THE

MATERIAL UNDER REQUIRED LOAD.

9. AFTER AN ANCHOR BOLT TEST FAILURE THE NEXT 5 ANCHOR BOLTS OR MORE

SHALL BE TESTED. SUBMIT TESTING REPORTS TO THE CONTRACTING OFFICER

WITHIN 24 HOURS OF TEST COMPLETION.

MOORING HARDWARE:

FIBERGLASS REINFORCED PLASTIC (FRP) GRATING:

1. FRP GRATING SHALL MEET THE FOLLOWING REQUIREMENTS:

A. ONE-PIECE MOLDED CONSTRUCTION COMPOSED OF CONTINUOUS ROVING FIBERLASS REINFORCEMENT AND ISOPHTHALIC

POLYESTER RESIN WITH A 65% TO 35% RESIN TO GLASS RATIO;

B. MINIMUM FLEXURAL STRENGTH OF 30,000 PSI PER ASTM D790;

C. MINIMUM SHEAR STRENGTH OF 4,500 PSI PER ASTM D2344;

D. MINIMUM TENSILE STRENGTH OF 30,000 PSI PER ASTM D638;

E. MINIMUM LOAD CAPACITY OF 600 PSF UNIFORM LOAD AND 2,000 PLF CONCENTRATED LINE LOAD;

F. FLAME SPREAD RATING OF 25 OR LESS PER ASTM E84 TUNNEL TEST AND AN EXTENT OF BURN RATE OF LESS THAN OR EQUAL

TO 10 MILLIMETERS PER ASTM D635 WHEN TESTED FOR A BURN TIME OF LESS THAN 30 SECONDS;

G. UV, CORROSION AND IMPACT RESISTANT; NON-CONDUCTIVE; AND FREE OF INTERLAMINAR VOIDS, POROSITY, DRY SPOTS, CRACKS, FIBER ORIENTATION IRREGULARITIES, UNREINFORCED AREAS AND EXPOSED GLASS FIBERS;

H. ALL CUT OR SANDED SURFACES ARE SEALED WITH RESIN PRIOR TO INSTALLATION;

I. GRATING BAR INTERSECTIONS ARE PROVIDED WITH A MINIMUM FILLET RADIUS OF 1/16 INCH;

J. TOP LAYER OF REINFORCEMENT IS NO MORE THAN 1/8 INCH BELOW THE TOP SURFACE OF THE GRATING;

K. TOPS AND BOTTOMS OF BEARING AND CROSS BARS ARE IN THE SAME PLANE; AND

L. GRATING BARS ARE PROVIDED WITH A NON-SLIP, GRIT SURFACE.

2. GRATING PANELS SHALL BE PROVIDED OF UNIFORM LENGTH, SIZED TO MINIMIZE THE NUMBER OF PANELS, WITH A MAXIMUM PANEL

WEIGHT OF 50 POUNDS.

3. GRATING PANELS SHALL BE FASTENED TO SS THREADED STUDS WELDED TO SS SUPPORT ANGLES WITH A MINIMUM OF (4) TYPE M, STAINLESS STEEL, HOLD-DOWN CLIPS PER PANEL.

4. GRATING PANELS SHALL BE SPACED WITH A 3/8 INCH MAXIMUM GAP BETWEEN ADJACENT PANELS.

5. GRATING PANELS SHALL BE PROVIDED IN A GRAY COLOR.

6. CONTRACTOR SHALL SUBMIT PRODUCT DATA AND TEST REPORTS SHOWING THE FRP GRATING MEETS THE ABOVE REQUIREMENTS.

7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE FRP GRATING PANEL DETAILS, LAYOUT, FASTENERS, COLOR, NON-

SLIP SURFACE, ETC.

8. CONTRACTOR SHALL HANDLE ALL MATERIALS TO PREVENT ABRASION, CRACKING, CHIPPING, TWISTING, OTHER DEFORMATIONS AND

OTHER TYPES OF DAMAGE.

9. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND TAKE ALL FIELD MEASUREMENTS NECESSARY FOR PROPER SIZING AND FIT- UP BEFORE FABRICATION. INCLUDE ALL MATERIALS AND PARTS NECESSARY TO COMPLETE EACH ITEM, EVEN THOUGH SUCH WORK IS NOT DEFINITELY SHOWN OR SPECIFIED. PERFORM CUTTING, DRILLING, AND FITTING REQUIRED FOR INSTALLING GRATINGS IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. SET GRATING UNITS AND SUPPORT ANGLES ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATION; MEASURED FROM ESTABLISHED LINES AND LEVELS; AND FREE OF RACK AND WOBBLE. COMPLY WITH RECOMMENDATIONS OF BAR GRATING STANDARDS, INCLUDING INSTALLATION CLEARANCES AND STANDARD ANCHORING DETAILS.

KI

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IN

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IN

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C O

M M

A N

D

M

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A N

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

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IT

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IN

G C

O M

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AN

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AP

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#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

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UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

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A M

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Y-003

DAM NJD ZRM

12823195 232 1056

AM

EN

DM

E N T

1 2 /1

8/

VM

FE

A3

YS322

A3

YS327

A3

YS328

ST

A

5+

.3

CENTER WALLCL

5 + 00 4 + 50 4 + 00

6'-0" DIA OPENING

FOR PUMP SHAFT (YS514,TYP)

CL

DD1N ENTRANCE

STRUCTURE

M

AT

C H

LI

N

E (S

EE

Y

S1

PRECAST

CONCRETE

MONOLITH B9

D D

1N E

N

TR

AN

C

E

ST

R U

C

TU

R E

EXISTING DD1W ENTRANCE

STRUCTURE (P-310)

49' - 0"

FLOOR

ACCESS DOOR

CJ AND WS

TYPE A (TYP)

FIXED LADDER

(YS519)

A3

YS323

D D

1W E

N

TR

AN

C

E

ST

R U

C

TU

R E

(P -3

UP

8' - 0" 1' - 6"

5' - 9" 1' - 6" 20' - 0" 1' - 6"

13' - 10 3/8" 10' - 6" 10' - 6" 10' - 6" 10' - 4 5/8" 7 5/8"

FIXED LADDER

(YS519)

FIXED LADDER

(YS519)

YS522

A2

YS522

B4

YS519

A3

UT-100.1

BOLTED COVER

PLATE SUBJECT TO

RIVER PRESSURE

(YS514)

1'-4" DIA

OPENING

FOR PUMP

SHAFT (TYP)

CL

YS514

B2

YS519

A4

EL -3.00

12%

SLOPE

PRECAST

CONCRETE

MONOLITH B8

3' - 0" 4' - 0" 49' - 0" 6' - 0" 49' - 0" 6' - 0"

1'

6"

7'

0"

1'

6" 1'

6"

1'

0"

1'

6" 5'

2"

2'

4" 7'

6"

3'

0"

8"

" 3'

0"

25' - 6 3/8"

2" DEEP X

4" WIDE,

GUTTER

(TYP)

HANDRAIL

(YS518, TYP)

HANDRAIL

(YS518, TYP)

PROVIDE ANTI-SKID

SAFETY COATING

ON RAMP (TYP)

5'

0" 5'

0"

31' - 0"

2' - 8 1/2"

3'

0"

9'

0"

7'

1/

4"

/4

3'

0"

WATER CHAMBER BELOW

3'

6" 3'

6"

6'

0"

27' - 3"

6' - 11 5/8" 23' - 4 3/4"

6'

3/

4" 7'

0"

CJ AND WS

TYPE A (TYP)

CJ AND WS TYPE A,

ALL AROUND (TYP)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512) 8' - 0"

8' - 0"

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

(T

YP

EQ

(T Y P

EQ

CJ

9' - 6" 4' - 6" 4' - 9" 4' - 6"

2' - 6"

6' - 3"

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

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A N

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-A

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A N

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

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EN

G

IN

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IN

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O M

M

AN

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AP

IT

AL

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#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

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P M

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YS107

DAM NJD ZRM

12823199 267 1056

PLAN NORTH

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

PLAN EL -3.00

8' 0 8' 16' 1/8" = 1'-0"

NOTES:

1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

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E N T

1 2 /1

8/

VM

A3

YS324

A3

YS329

A2

YS331

M

AT

C H

LI

N

E (S

EE

Y

S1

M

AT

C H

LI

N

E (S

EE

Y

S1

COLUMN

3'-0" x 3'-0"

(TYP)

CENTER

WALL

CL

3 + 504 + 00 3 + 00

PRECAST

CONCRETE

MONOLITH B7

49' - 0"49' - 0"

CONCRETE COVER

(4 EQUAL PANELS,

YS511)

A3

YS330

ELECTRICAL

UTILITY TUNNEL

MECHANICAL

UTILITY TUNNEL

FIXED

LADDER

(YS519, TYP)

ST

A

2+

.3

ST

A

3+

.8

STEEL FLOOR HATCH

& FIXED LADDER

BELOW (YS519)

M08

M08M08M08

M08 M08

12% SLOPE

EL -5.28

6' - 0" 49' - 0" 6' - 0" 49' - 0" 6' - 0"

PRECAST

CONCRETE

MONOLITH B6

18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4"25' - 6 3/8"

3'

0"

3'

0"

2'

0"

2'

0"

9'

6"

9'

6"

PRECAST

CONCRETE

MONOLITH B8

PRECAST

CONCRETE

MONOLITH B5

EL -5.28

19' - 0" 8' - 9" 8' - 9" 8' - 9" 8' - 9"

6" 6"

2" DEEP X 4" WIDE,

GUTTER (TYP)

ELECTRICAL MANHOLE

AC-523

(7'-8" DEEP)

HANDRAIL

(YS518, TYP)

HANDRAIL

(YS518, TYP)

5' - 10" 8' - 0"

6'

0" 2'

0"

8"

5'

0"

6"

6'

0"

6"

FLOOR ACCESS

DOOR (YS519)

2' - 10" 3' - 0"

CJ AND WS

TYPE A (TYP)

CJ AND WS

TYPE A (TYP)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512) CJ AND TYPE A,

CONTINUOUS ALL

AROUND (TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND (TYP)

(T

YP

EQ

(T Y P

EQ

(T Y P

EQ

(T Y P

EQ

3' - 0"

3'

0" 3'

6"

3'

0" 1

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

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AI

N E

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N A

V A

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A N

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-A

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A N

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

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#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

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7:

P M

C

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R

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O N

C R

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E

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LA

N S

SH

EE

T

O F

YS108

DAM NJD ZRM

12823200 268 1056

PLAN NORTH

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

PLAN EL -5.28

8' 0 8' 16' 1/8" = 1'-0"

NOTES:

1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

1 2 /1

8/

A2

YS332

A3

YS325

COLUMN

3'-0" x 3'-0" (TYP)

CENTER WALLCL

M

AT

C H

LI

N

E (S

EE

Y

S1

M

AT

C H

LI

N

E (S

EE

Y

S1

2 + 50 2 + 00 1 + 50

49' - 0"

PRECAST

CONCRETE

MONOLITH B5

6' - 0"

18' - 4"18' - 4"

(TYP)

ELECTRICAL

UTILITY TUNNEL

MECHANICAL

UTILITY TUNNEL

FIXED LADDER

(YS519, TYP)

DD1N SW STAIR

SLOPE

SLOPE

ELECTRICAL

MANHOLE AC-522

(7'-8" DEEP)

18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4"

EL -5.28

EL -5.28

6' - 0" 49' - 0" 6' - 0" 49' - 0"

2'

0" 5'

6"

5'

6" 2'

0"

M08 M08

2" DEEP X 4" WIDE,

GUTTER (TYP)

7' - 6" 8' - 0"

2'

0" 6'

0"

FLOOR ACCESS

DOOR (YS519)

PRECAST

CONCRETE

MONOLITH B4

PRECAST

CONCRETE

MONOLITH B3

CJ AND WS

TYPE A (TYP)

CJ AND WS

TYPE A (TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND (TYP)

EXCEL BRACING

WALL ANCHORS @

8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

(T

YP

EQ

(T Y P

EQ

DD1W NW STAIR

3'

6" 3'

0"

3' - 0"

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

S

TA

TI

O

N N

O R

FO

LK

, V

IR

G

IN

IA

P-

M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t

/1 7/

: 0

5:

P M

C

EN

TE

R

W

AL

L

- C

O N

C R

ET

E

- P

LA

N S

SH

EE

T

O F

YS109

DAM NJD ZRM

12823201 269 1056

8' 0 8' 16' 1/8" = 1'-0"

PLAN NORTH

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

PLAN EL -5.28

NOTES:

1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

1 2 /1

8/

A2

YS333

A3

YS326

CENTER WALLCL

ST

A

0+

.0

0 + 00

M

AT

C H

LI

N

E (S

EE

Y

S1

1 + 00

HEAD END WALL

49' - 0"

PRECAST

CONCRETE

MONOLITH B2

A3

YS334

1" EXPANSION JOINT

ELECTRICAL

UTILITY TUNNEL

MECHANICAL

UTILITY TUNNEL

18' - 4" CONNECTING STRUCTURE

TO EXISTING PUMPWELL

FIXED

LADDER

(YS519, TYP)

A3

YS335

DD1N SE STAIR

DN

UP

UP

1/ 8"

/8

M08

M08

M08

ELECTRICAL

MANHOLE

AC-524 (7'-8"

DEEP)

FIXED

LADDER

(YS519, TYP)

EL -5.28

EL -5.28

EL -8.28

EL -8.28

18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 16' - 3"

2'

0" 5'

6"

5'

6" 2'

0"

5'

8"

5'

4"

6'

5" 4'

7"

6' - 0" 49' - 0" 6' - 0" 40' - 4" 18' - 8"

PRECAST

CONCRETE

MONOLITH B1

5' - 7 1/2" 8' - 1 1/4" 22' - 3 1/4"

7'

1/

2" 7'

6"

EL -15.95

EL -22.96

EL -2.62

2" DEEP X 4" WIDE,

GUTTER (TYP)

M08

PROVIDE ANTI-SKID

SAFETY COATING

ON RAMP (TYP)

1/ 8"

21' - 7 3/4"

18' - 7 1

/4"

4' - 2" 5' - 2"

2'

0" 6'

0"

FLOOR ACCESS

DOOR (YS519)

1" EXPANSION JOINT

EXCEL BRACING

WALL ANCHORS @

8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

1" EXPANSION

JOINT BELOW

2'

1/

2" 3'

0"

7'

1/

2"

FILLING CULVERT

GATE SLOT

1" EXPANSION JOINT WITH

EXISTING ENTRANCE STRUCTURE

20' - 8"

CJ AND WS

TYPE A (TYP)

CJ AND WS

TYPE A (TYP)

(T

YP

EQ

(T Y P

EQ

DD1W NE STAIR

CJ (TYP) 3'

6" 3'

0"

3' - 0"

/8

8" 9'

7/ 8"

4' - 6"

2' - 5 3/4"

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

S

TA

TI

O

N N

O R

FO

LK

, V

IR

G

IN

IA

P-

M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t

/1 7/

: 1

6:

P M

C

EN

TE

R

W

AL

L

- C

O N

C R

ET

E

- P

LA

N S

SH

EE

T

O F

YS110

DAM NJD ZRM

12823202 270 1056

8' 0 8' 16' 1/8" = 1'-0"

PLAN NORTH

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

PLAN EL -5.28

NOTES:

1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

1 2 /1

8/

VM

YS336

0 + 00

T/ CURB

EL 13.00

T/ WALL

EL 12.00

CONNECTING

STRUCTURE

TO EXISTING

PUMPWELL

CURB

1' - 0"

UP

CL CENTER

WALL

CJ

2'

9"

NORTH DOCKWALL

4'

3"

1'

0"

SCUPPER

(YS503, TYP)

HEAVY DUTY

FLOOR

ACCESS DOOR

(YS519)

10' - 0"

EL 9.70

WATER LEVEL

MARKER BOARD

(YS505)

EL 9.70

WATER LEVEL

MARKER BOARD

(YS505)

EL -15.95

5' - 8"

C U

R B

1'

0"

1" EXPANSION

JOINT WITH

WS TYPE E

4'

8"

4'

8"

3'

7/

8"

2' - 6"

11' - 11 5

/8"

3' - 5 3/4" 3' - 1"

2' - 6" 21' - 2 3/4"

2'

3'

1"

WINCH AND

CONCRETE PAD

(YS504)

DD1NCL

1" EXPANSION

JOINT

WINCH

CONTROLLER

8' - 9"

/2

FIXED LADDER

(YS519, TYP)

HEAVY DUTY

FLOOR ACCESS

DOOR (YS519)

A3

YS336

0 + 00

CL CENTER

WALL

EL 2.09

NORTH DOCKWELL

FIXED LADDER

(YS519, TYP)

EL -8.28

EL -8.28

M08

UT-100.3

SHIPS LADDER

2' - 0" 6' - 0" 2' - 0"

EL -2.62

EL -5.28

EL -8.28

EL -8.28

EL -3.61

10' - 0"

4' - 0" 3' - 0"

WATER LEVEL

MARKER

BOARD (YS505)

HANDRAIL

(YS523, TYP)

1" EXPANSION

JOINT WITH WS

TYPE E

FIXED LADDER

(YS519, TYP)

SLOPE

/4

5'

0"

/2

1" EXPANSION

JOINT WITH

WS TYPE E

2'

0" 6'

0"

2'

0"

UP

UP

DN

UP

4' - 0" 3' - 1"

DN

EL -18.20

3'-0 x 3'-0"

COLUMN (TYP)

EL -18.20

EL -5.28

GUTTER

EL -8.28

WATER LEVEL

MARKER BOARD

(YS505)

EL -15.95

CJ

FLOOR

ACCESS DOOR

(YS519, SIM)

FLOOR

ACCESS DOOR

(YS519, SIM)

SHIPS LADDER

ELECTRICAL

MANHOLE TC-6

ELECTRICAL

MANHOLE

AC-521

ELECTRICAL

MANHOLE TC-6

3'

0"

WS TYPE E

1" EXPANSION JOINT

WITH WS TYPE C, ALL

AROUND CULVERT

CONNECTIONS

1' - 4 1/2" 3' - 0"

1' - 4 1/2"

2'

1/

4"

3'

0"

/8

6'

5" 2'

3/ 4"

2'

6" 1'

1/

2"

2' - 8 1/4" 2' - 6" 9 3/4"

4' - 6"2

/8

8" 9'

7/ 8"2

A3

YS336

0 + 00

PRECAST

CONCRETE

SLAB A1

CL CENTER

WALL

5'-0" x 6'-0"

DRAINAGE/

DEWATERING

CULVERT

FROM DD1E

T/ TOPPING SLAB

EL -36.43

PRECAST

CONCRETE

MONOLITH B1

6'-0" DIA

DRILLED SHAFT

1" EXPANSION JOINT

WITH WS TYPE E, ALL

AROUND CULVERTCJ

CJ

WATER LEVEL

MARKER BOARD

(YS505)

T/ FLOOR

EL -36.43

NORTH

DOCKWALL

WS TYPE A

(TYP)

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

S

TA

TI

O

N N

O R

FO

LK

, V

IR

G

IN

IA

P-

M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t

/1 7/

: 2

0:

P M

D D

1N H

EA

D

E N

D W

AL

L

- C O

N C

R

ET

E

- P

LA

N

S

YS117

DAM NJD ZRM

12823209 277 1056

PLAN NORTH

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

PLAN EL 12.00

PLAN NORTH

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

PLAN EL 2.09

PLAN NORTH

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

PLAN EL -36.43 8' 0 8' 16'

1/8" = 1'-0"

NOTES:

1. THE SCUPPERS WITH INLINE CHECK VALVES AROUND

DD1W AND THE SCUPPERS WITHOUT INLINE CHECK VALVES

AROUND DD1N.

2. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

1 2 /1

8/

VM

YS340

A3

YS338

CENTER WALLCL

EXISTING PUMPWELL

DD1W EXISTING DD1E

EL -15.95

EL -3.00

EL -8.28

0 + 00

1" EXPANSION

JOINT

A3

YS341

A3

YS342

A3

YS339

SEE UTILITY

ENCLOSURE

DRAWINGS

(TYP)

EL -22.96

DD1N

2' - 0" 6' - 0" 2' - 0"

EL -8.28

HEAD END WALL

3'-0" DIA DRILLED SHAFT

/2

SAWCUT 12' -7 1/2"

OPENING

IN EXISTING WALL

2' - 6"

M08

M08

UT-100.3

UT-100.2

10' - 3" 22' - 4 1/8" 5' - 2 1/8"

10' - 5" 10' - 6" 17' - 8" 13' - 0"

UTILITY ENCLOSURE

SLAB ABOVE

ENCASE EXISTING

ANCHOR IN CONCRETE

WALL (TYP)

M08

M08

M08

STEEL FLOOR

HATCH FOR

MANHOLE BELOW

4'

0"

/8

1' - 6"

3'-0" DIA DRILLED SHAFT

2'-6" DIA DRILLED SHAFT

2'-0" DIA DRILLED SHAFT

3'-0" DIA

DRILLED

SHAFT

2'-6" DIA DRILLED

SHAFT

10' - 6"

10' - 6"

BOTTOM SLAB OF

ELECTRICAL MANHOLE

EL -8.28

EL -8.28

2'

0"

/8

5' - 0"

4' - 9"

14' - 3" 30' - 1 1/4"

NON-MARINE

BACKFILL CONCRETE

ABOVE SECANT PILES

EL -8.28

TYPE C WS (TYP)

/8

3/ 8"

5'

1/

8" 8'

6"

/2

(T Y P

1'

6"

1'

6"

1'

3/

8"

3'

4" 5'

8"

5' - 0" 8' - 8" 2' - 0"

2'

7/

8"

B5

YS340

1" EXPANSION

JOINT

DRAINAGE/FILLING CULVERT

SLUICE GATE SLOT

1" EXPANSION JOINT WITH DOUBLE WS, TYPE C, ALL

AROUND CULVERT AND TUNNEL CONNECTIONS,

REMOVE…