01_B6FXNG-FINAL-DRAWINGS.pdf

PDF 2 MB Posted Jul 16, 2019

Attached to: Repair Exterior Leaks-Griffin Terrace
Solicitation number: N40080-19-R-0117
Issued by: Department of the Navy Naval Facilities Engineering Command

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Final drawings

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File	Type	Posted
N40080-19-R-0117-A0004.pdf	PDF	Aug 16, 2019
Amendment_0003-RFI_Responses.pdf	PDF	Aug 13, 2019
Amendment_0002-Updated_Wage_Determination.pdf	PDF	Jul 30, 2019
Amendment_0001-Repair_Exterior_Stair_Leaks-Griffin_Terrace.pdf	PDF	Jul 17, 2019
BB6FXNG_Repair_Exterior_Leaks-RFP.pdf	PDF	Jul 16, 2019
02_B6FXNG-FINAL-SPECS.pdf	PDF	Jul 16, 2019

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X SHEET NOTE

X X

EXTERIOR ELEVATION

DETAIL / ENLARGED PLAN

FURNITURE / EQUIPMENT

REVISION CLOUD REFERENCE

X CEILING HEIGHT

X DOOR REFERENCE

SYMBOLS

X X

SECTION / DETAIL

X PARTITION TYPE

X INTERIOR ELEVATION(S)

X X

COLUMN GRID

# ROOM REFERENCE

NAME

X WINDOW REFERENCE

NORTH ARROW

SPOT ELEVATION

ACOUS

ADDL

AFF

AFG

AMP

ANOD

BETW

BLDG

BOT

BRK

BTU

CAB

CEM

CER TILE

CLG

CLST

CMU

COL

CONC

CONF

CONSTR

CONT

CUB

DBL

DEG

DEMO

DET

DIA

DIM

DWG

DWR

ELEC

ELEV

ENAM

ENGR

ENTR

EQL SP

EQUIP

EST

EWC

EXP

EXP JT

EXIST

EXT

FEC

FIN

FIN FL

FLR

FLOUR

FOF

FT (')

FWC

GALV

GENL

GFI

GFRC

GOV

GSA

GYP

H / HT

HDF

HDWD

HDWR

HNDRL

HORIZ

IGU

IN (")

INCL

INSTL

INSUL

INTR

JAN

KPL

LAV

LBL

LHR

LTG

LVL

MAINT

MAS

MAT

MAX

ABBREVIATIONS

ACOUSTIC

ADDITIONAL

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ALUMINUM

AMPERE

ANODIZED

BASE

BOARD

BETWEEN

BUILDING

BEAM

BOTTOM

BRICK

BRITISH THERMAL UNIT

CABINET

CEMENT

CERAMIC TILE

CORNER GUARD

CONTROL JOINT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONFERENCE

CONSTRUCTION

CONTINUOUS

CERAMIC TILE

CUBIC

CUBILE

DEPTH

DOUBLE

DEGREE

DEMOLITION

DETAIL

DIAMETER

DIMENSION

DOWN

DOOR

DRAWING

DRAWER

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

ENAMEL

ENGINEER

ENTRANCE

ELECTRICAL PANEL

EQUAL

EQUALLY SPACED

EQUIPMENT

ESTIMATE

ELECTRIC WATER COOLER

EXPANSION

EXPANSION JOINT

EXISTING

EXTERIOR

FIRE ALARM

FIRE EXTINGUISHER CABINET

FLOOR DRAIN

FINISH

FINSIH FLOOR

FLOOR (ING)

FLOURESCENT

FACE OF FINISH

FEET

FABRIC WALL COVERING

GAGE

GALVANIZED

GRAB BAR

GENERAL

GROUND FAULT INTERUPT

GLASS FIBER REINFORCED CONCRETE

GLASS

GOVERNMENT

GENERAL SERVICES ADMINISTRATION

GYPSUM

HEIGHT

HOSE BIB

HIGH DENSITY FIBER BOARD

HARDWOOD

HARDWARE

HOLLOW METAL

HANDRAIL

HORIZONTAL

HERTZ

INSIDE DIAMETER

INSULATED GLAZING UNIT

INCHES

INCLUDING

INSTALLATION

INSULATION

INTERIOR

JANITOR

JANITOR'S CLOSET

JOINT

KICK PLATE

LENGTH

LAVATORY

LABEL

LINEAR FOOT

LEFT HAND

LEFT HAND REVERSE

LIGHT

LIGHTING

LEVEL

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

MDF

MECH

MET / MTL

MIN

MISC

MLDG

MLWK

MTD

MUL

NIC

NOM

NTS

OFF

OPNG

OPP

PAF

PERIM

PLAM

PLAS

PLYWD

PNL

PREFIN

PRELIM

PROJ

PTD

PTN

QTY

QUAL

RAD

RCP

REC

RECD

RECPT

REF

REQD

RESIL

RHR

RLG

RVS

SAT

SECT

SHT

SHV

SIM

SPEC

SQ FT / SF

SQ IN

SST

STC

STD

STOR

STRUCT

SURF

SUSP

SUSP CLG

SYMM

SYS

TECH

TEL

TEMP

TER

TFF

THK

THRES

THRU

TK BD

TOT

TYP

UNFIN

UNIF

UNO

UPS

UTIL

VERT

VEST

VIF

VIN

VNR

VOL

VWC

W/ W/O W/W W

WDW

WGL

WSCT

MEDIUM DEINSITY FIBER BOARD

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MOLDING

MILLWORK

MASONRY OPENING

MOUNTED

MULLION

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPENING

OPPOSITE

POWDER ACTUATED FASTENER

PERIMETER

PLATE

PLASTIC LAMINATE

PLASTER

PLYWOOD

PANEL

PAIR

PREFINISHED

PRELIMINARY

PROJECT

PAINTED

PARTITION

QUARRY TILE

QUANTITY

QUALITY

RISER

RETURN AIR

RADIUS

REFLECTED CEILING PLAN

RECESSED

RECEIVED

RECEPTACLE

REFERENCE

REQUIRED

RESILIENT

RIGHT HAND

RIGHT HAND REVERSE

RAILING

ROOM

ROUGH OPENING

RIGHT

REVERSE

SUPPLY AIR

SUSPENDED ACOUSTIC TILE

SOLID CORE

SECTION

SHEET

SHELVES (ING)

SIMILAR

SPACE (ING)

SPECIFICATION

SQUARE

SQUARE FOOT

SQUARE INCH

STAINLESS STEEL

SOUND TRANSMISSION COEFFICIENT

STANDARD

STORAGE

STRUCTURAL

SURFACE

SUSPENDED

SUSPENDED CEILING

SYMMETRICAL

SYSTEM

THERMOSTAT

TERRA COTTA

TECHNICAL

TELEPHONE

TEMPORARY

TERRAZZO

TOP OF FINISH

THICKNESS

THRESHOLD

THROUGH

TACK BOARD

TOTAL

TELEVISION

TYPICAL

UNFINISHED

UNIFORM

UNLESS NOTED OTHERWISE

UNITERRUPTIBLE POWER SUPPLY

UTILITY

VOLT

VINYL BASE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL

VENEER

VOLUME

VINYL TILE

VINYL WALL COVERING

WITH

WITHOUT

WALL TO WALL

WIDTH

WATER CLOSET

WOOD

WINDOW

WIRE GLASS

WALL HUNG

WAINSCOT

WATTS

LOCATION MAP

SCALE : 1" = 500'-0"

MELVILLE TERRACE

GATE 8

GATE 1

COOPER RD

G G

G E

S T

R R

BALTIMORE BLVD

BROWNSON RD

MARYLAND AVE

E R

R D

H O

R D

R N

COLLEGE CREEK

RANDALL ST

INSPECTION STATION

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

As indicated

AK AK CL

C. LUDWIG

R R

- W

O O

G R

1380117 / B6FXNG

13107655

G-001

N A L

MELVILLE TERRACE - WATERPROOFING REPAIR

U.S. NAVAL ACADEMY

DRAWING INDEX

SHEET NO. NAVFAC SHEET TITLE

G-001 1 13107655 TITLE SHEET

A-101 2 13107656 LOCATION PLAN

A-102 3 13107657 TERRACE PLAN

A-103 4 13107658 PHASING PLAN

A-104 5 13107659 MICHELSON & CHAUVENET STAIR WORK

A-105 6 13107661 BASEMENT PLAN - FOR REFERENCE ONLY

A-301 7 13107660 SECTIONS

A-302 8 13107662 SECTIONS

A-502 9 13107664 DETAILS

A-501 10 13107663 DETAILS

A-503 11 13107665 DETAILS

TERRACE DECK WATERPROOFING REMOVAL & REPLACEMENT FOR ENTIRE

ROOF BENEATH PAVERS ON PEDESTALS & GRANITE STAIRS. NON-FRIABLE,

CEMENTITIOUS ASBESTOS BOARD IS EXPECTED TO BE CONTAINED IN THE

EXISTING ROOFING. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR

SHALL PROVIDE LAB TESTING OF NO LESS THAN FOUR (4) SAMPLES FROM

DISCRETE LOCATIONS APPROVED BY THE CONTRACTING OFFICER TO

DETERMINE THE PRESENCE, EXTENT AND CONDITION OF ASBESTOS

CONTAINING MATERIAL (ACM). FOLLOWING TESTING, THE CONTRACTOR SHALL

FOLLOW GOVERNMENT DIRECTION FOR REMOVAL PROCEDURES DEFINED IN

SPECIFICATIONS FOR EITHER CATEGORY I OR CATEGORY II ACM REMOVAL.

PROJECT BIDDING SHALL INCLUDE CATEGORY I ACM REMOVAL & DISPOSAL FOR

ENTIRE ROOF IN ACCORDANCE WITH FEDERAL, STATE & LOCAL REGULATIONS.

PROJECT SUMMARY

L KBO

O N E

C H

B E

M O

T W

ALK

SOLEY WALK

X X

X X X X

X X

RICKOVER HALL

NIMITZ LIBRARY

MICHELSON HALL

MAURY HALL

MAHAN HALL

MARYLAND AVE

MELVILLE

TERRACE

A-102

SAMPSON HALL

CHAUVENET HALL

H O

R D

ISHERWOOD

TERRACE

A-104

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1" = 50'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

N P

1380117 / B6FXNG

13107656

A-101

N A L

. INFORMATION SHOWN ON THESE DRAWINGS PERTAINING TO

EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE

BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND

MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR

DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR

DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO

FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD

CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE

NEW WORK AS INDICATED, THE CONTRACT OFFICER SHALL

IMMEDIATELY BE NOTIFIED IN WRITING AND CONTRACTOR SHALL

AWAIT DIRECTION BEFORE PROCEEDING WITH THE WORK.

GENERAL NOTES

PLAN NORTH TRUE NORTH

. ALL WORK IS NEW UNLESS INDICATED AS EXISTING.2

. WHERE INDICATED; "REMOVE AND REPLACE" SHALL MEAN TO

REMOVE THE EXISTING AND PROVIDE NEW. "REMOVE AND

REINSTALL" SHALL MEAN TO REMOVE THE EXISTING AND TO PUT

BACK.

. PRIOR TO PERFORMING THE WORK THE CONTRACTOR SHALL

MAKE EXPLORATORY INVESTIGATIONS AND SHALL REMOVE

COMPONENTS AS REQUIRED TO FULLY UNDERSTAND THE WORK.

REMOVALS SHALL BE REINSTALLED OR TEMPORARILY

WATERPROOFED. THE QUALITY CONTROL MANAGER SHALL

PREPARE, FOR APPROVAL, A WORK PLAN BASED ON THE

CONTRACT DOCUMENTS AS MODIFIED BY DISCOVERIES. THE

WORK PLAN SHALL INCLUDE SHOP DRAWINGS FOR ALL EDGE

CONDITIONS AND SHEET METAL FABRICATIONS.

. REMOVE AND REPLACE WATERPROOFING WITHIN AREA OF

WORK.

. FLUID APPLIED WATERPROOFING SHALL BE A COMPLETE

MANUFACTURED SYSTEM INCLUDING PRIMER, REINFORCING

FABRIC, FLEXIBLE FLASHING, AND PROTECTION BOARD.

. RUBBERIZED ASPHALT WATERPROOFING SHALL BE A COMPLETE

MANUFACTURED SYSTEM INCLUDING PRIMER, REINFORCING

SHEET, PROTECTION COURSE, INSULATION, DRAINAGE COURSE,

AND FILTER FABRICS.

. REPLACEMENT PLANTINGS SHALL MATCH EXISTING. PRIOR TO

REMOVAL PROVIDE, FOR APPROVAL, A SURVEY AND

REPLACEMENT PLANTING PLAN PREPARED BY A REGISTERED

LANDSCAPE ARCHITECT.

AREA OF WORK

APPROX. 16,500 SF

3 4

2 2 2

RD RD

A-301

A-302

A-503

A-501

A-502

TYP.

A-501

SIM

EXISTING LIGHT COLORED PAVER TO BE REMOVED AND

REINSTALLED. ALLOW 10% REPLACEMENT OF

DETERIORATED PAVERS

LEGEND

EXISTING DARK COLORED PAVER TO BE REMOVED AND

REINSTALLED. ALLOW 10% REPLACEMENT OF

DETERIORATED PAVERS

EXISTING LIGHT COLORED PAVER TO BE REMOVED AND

REPLACED WITH NEW TO MATCH EXISTING LIGHT

COLORED PAVERS ON UPPER DECK.

RD MAINTAIN ACCESS PANELS TO ROOF DRAINS

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1/8" = 1'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

1380117 / B6FXNG

13107657

A-102

N A L

SHEET NOTESSHEET NOTES

1 REMOVE AND REINSTALL RAISED GRANITE PAVERS.

2 REMOVE, STORE, AND REINSTALL EXISTING METAL HANDRAIL.

3 REMOVE, STORE, AND REINSTALL EXISTING CONCRETE PAVERS.

4 REMOVE, STORE, CLEAN, AND REINSTALL EXISTING METAL

GUARD RAILINGS. PROVIDE NEW FASTENERS.

5 REMOVE AND REPLACE PLANTER FILL AND PLANTINGS.

6 REMOVE, STORE, AND REINSTALL STAIR TREADS. REPLACE

WATERPROOFING BENEATH TREADS.

7 REMOVE, STORE, AND REINSTALL EXISTING POLE MOUNTED

LIGHTING FIXTURE.

8 EXISTING RAILING TO REMAIN.

9 RESET PAVERS AS NECESSARY AT TOP OF STAIRS FLUSH WITH

TOP TREAD.

AREA OF WORK

RD RD

PHASE 1 PHASE 2

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1/8" = 1'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

1380117 / B6FXNG

13107658

A-103

N A L

. PERFORM WORK IN PHASING SUCH THAT CIRCULATION IS

MAINTAINED ACROSS TERRACE WITH BARRIERS LOCATED AT

DASHED LINES

GENERAL NOTES

. PHASING DOES NOT HAVE TO BE IN NUMERICAL ORDER2

MICHELSON HALL

CHAUVENET HALL

58' - 6"

7' - 0"

58' - 6"

8' - 8"

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1" = 30'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

W O

R K

1380117 / B6FXNG

13107659

A-104

N A L

. REMOVE AND REBED TREADS OUT OF FLUSH BY MORE THAN 3/8"1

GENERAL NOTES

IN INDICATED HATCHED AREAS:

. REMOVE EXISTING SEALANT IN CONTACT WITH TREADS/RISERS &

RESEAL ALL VERTICAL & HORIZONTAL JOINTS

. QUANTITY IS APPROX. 3,000 SF & 1,600 LF OF NOSING TOTAL FOR

MICHELSON/CHAUVENET STAIRS (4)

. RESET PAVERS AS NECESSARY AT TOP OF STAIRS FLUSH WITH

TOP TREAD, SHOWN IN DASHED AREAS

. DO NOT PERFORM WORK ON ANY TWO STAIRS (OF 7)

CONCURRENTLY BUT WORK SHOULD HAPPEN CONCURRENTLY

WITH MELVILLE TERRACE

B . QUANTITY IS APPROX. 800 SF & 700 LF OF NOSING TOTAL FOR

RADFORD STAIRS (3)

MICHELSON HALL

G49

CORRIDOR G

CHILLER PLANT

C O

R R

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1/8" = 1'-0"

AK AK CL

C. LUDWIG

Approver

R R

- W

O O

G R

C E

O N

1380117 / B6FXNG

13107661

A-105

N A L

1/8" = 1'-0"1 BASEMENT PLAN - FOR REFERENCE

UTILITY

TUNNEL

CHILLER

PLANT

CHILLER

PLANT

CORRIDOR

PRE-CAST PLANKS

(REMOVABLE

ACCESS PANEL IN

PLANTER)

STRUCTURAL

CONCRETE

A-502

O.H.

A-501

A-502

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1/4" = 1'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

N S

1380117 / B6FXNG

13107660

A-301

N A L

. RESET PAVERS AT STAIR LANDINGS WITH SLOPE FOR POSITIVE

DRAINAGE.

GENERAL NOTES

1/4" = 1'-0"1 SECTION 1

. PROVIDE REPLACEMENT PAVERS WHERE INDICATED.2

-MATCH EXISTING DIMENSIONS, COLOR, TEXTURE AND

APPEARANCE.

-PROVIDE SHOP DRAWING AND MIX DESIGN SIGNED AND

SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE

STATE OF MARYLAND

-MINIMUM LIVE LOAD FOR PAVERS SHALL BE 100 PSF.

-PROVIDE CONCRETE MIX RESISTANT TO DE-ICING SALT.

-AIR ENTRAINED, 5-8% AIR CONTENT.

-MAXIMUM WATER/CEMENT RATIO OF 0.4.

-MINIMUM COMPRESSIVE STRENGTH 5,000 PSI.

-PROVIDE RANGE OF SAMPLE PAVERS FOR APPROVAL OF

APPEARANCE, MINIMUM SAMPLE SIZE 12"x12".

UTILITY

TUNNEL

CHILLER

PLANT

CHILLER

PLANT

CORRIDOR

SIMILAR

A-501

A-502

CHILLER

PLANT

CORRIDORMEN'S HEADSOLID MECHANICS LAB

EXISTING TO REMAIN WATERPROOFING MEMBRANE

A-501

CHILLER

PLANT

MICHELSON

WATERPROOFING MEMBRANE EXISTING TOREMAIN

A-501

A-503

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1/4" = 1'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

N S

1380117 / B6FXNG

13107662

A-302

N A L

1/4" = 1'-0"4 SECTION 4

1/4" = 1'-0"2 SECTION 2

1/4" = 1'-0"3 SECTION 3

. RESET PAVERS AT STAIR LANDINGS WITH SLOPE FOR POSITIVE

DRAINAGE.

GENERAL NOTES

. PROVIDE REPLACEMENT PAVERS WHERE INDICATED.2

-MATCH EXISTING DIMENSIONS, COLOR, TEXTURE AND

APPEARANCE.

-PROVIDE SHOP DRAWING AND MIX DESIGN SIGNED AND

SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE

STATE OF MARYLAND

-MINIMUM LIVE LOAD FOR PAVERS SHALL BE 100 PSF.

-PROVIDE CONCRETE MIX RESISTANT TO DE-ICING SALT.

-AIR ENTRAINED, 5-8% AIR CONTENT.

-MAXIMUM WATER/CEMENT RATIO OF 0.4.

-MINIMUM COMPRESSIVE STRENGTH 5,000 PSI.

-PROVIDE RANGE OF SAMPLE PAVERS FOR APPROVAL OF

APPEARANCE, MINIMUM SAMPLE SIZE 12"x12".

REINSTALL EXISTING CONCRETE

PAVERS ON MIN. 1" NON-SHRINK

GROUT

EXISTING METAL FLASHING

REINSTALL EXISTING CONCRETE

PEDESTALS, MODIFY HEIGHT AND

SHIM AS REQUIRED, SET

PEDESTALS ON NEW PREFAB BASE

NEW WATERPROOFING MEMBRANE

REMOVE EXISTING ROOFING TO

CONCRETE, INCLUDING ASBESTOS

PROTECTION BOARD

NEW ADHERED MEMBRANE

FLASHING

WATERPROOFING

MEMBRANE SYSTEM

REMOVE TREADS AND

EXISTING GROUT, REINSTALL

GRANITE STAIR TREADS ON

GROUT BED (TYP.)

ALIGN

A-503

SEAL JOINTS BETWEEN

PAVERS ON LANDINGS

NEW WATERPROOFING

MEMBRANE SYSTEM

EXISITNG CONCRETE

STRUCTURAL DECK

REMOVE TREADS AND

EXISTING GROUT, REINSTALL

GRANITE STAIR TREADS ON

GROUT BED (TYP.)

NEW LEAD COATED COPPER

FLASHING, TYP AT ALL RISERS

NEW BACKER ROD & SEALANT

REINSTALL EXISTING PAVERS,

SHIM TO MAKE LEVEL

EXISTING METAL FLASHING,

INSPECT & REPAIR

EXISTING GRANITE STAIR

TREADS

NEW WATERPROOFING

MEMBRANE

PREFAB. PAD

SEALANT & BACKER ROD

NEW EXPANSION JOINT

ASSEMBLY & FILLER

A-503

EXISTING RAILING

REPLACE DAMAGED STAINLESS

STEEL DOWELS

REMOVE EXISTING MEMBRANE

AND INSTALL NEW

WATERPROOFING MEMBRANE

SYSTEM

EXISITNG CONCRETE

STRUCTURAL DECK

SEALANT

12" TYP

1" TYP

NEW LEAD COATED COPPER

FLASHING, TYP AT ALL RISERS

SEAL JOINTS BETWEEN

ADJACENT TREADS 1/8" SLOPE

REMOVE TREADS AND

EXISTING GROUT, REINSTALL

GRANITE STAIR TREADS ON

GROUT BED (TYP.)

REINSTALL EXISTING

CONCRETE PAVERS

METAL FLASHING

NEW WATERPROOFING

MEMBRANE

EXISTING CONCRETE

STRUCTURE

WATERPROOFING MEMBRANE

STRIP FLASHING

EXISTING LIGHTWEIGHT

CONCRETE, REMOVE EXISTING

ROOFING & ASBESTOS

PROTECTION BOARD

A-503

REINSTALL EXISTING

CONCRETE PAVERS

LEVEL

NEW BASE FLASHING &

WP MEMBRANE

NEW PREFORMED,

PREFINISHED JOINT FILLER

EXISITNG WALL PANEL

EXISTING FLASHING

A-503

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1 1/2" = 1'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

1380117 / B6FXNG

13107663

A-501

N A L

1 1/2" = 1'-0"3 DETAIL - TOP OF STAIR

1 1/2" = 1'-0"2 DETAIL - STAIR & LANDING

1 1/2" = 1'-0"4 DETAIL - EXISTING STAIR

1 1/2" = 1'-0"1 DETAIL - STAIR AT GRADE

1 1/2" = 1'-0"5 DETAIL - TRANSITION

1 1/2" = 1'-0"6 DETAIL - EXTERIOR WALL

REMOVE EXISTING & INSTALL

NEW WATERPROOFING

MEMBRANE SYSTEM

EXISITNG PRE-CAST

CONCRETE PANELS, REMOVE

& REINSTALL AS NECESSARY

NEW ADHERED MEMBRANE

BASE FLASHING

A-503

REINSTALL EXISTING CONCRETE

PAVERS ON MIN. 1" NON-SHRINK

GROUT

REINSTALL EXISTING CONCRETE

PEDESTALS, MODIFY HEIGHT AND

SHIM AS REQUIRED, SET

PEDESTALS ON NEW PREFAB BASE

WATERPROOFING

MEMBRANE SYSTEM

ADHERED MEMBRANE

FLASHING

REMOVABLE RIGID

INSULATION

LANDSCAPING, REPLACE WITH

SAME SPECIES AT SAME

DENSITY

8" SOIL FILL

4" GRAVEL

FILTER FABRIC

A-503

DRAINAGE BOARD

SLOPE

REMOVABLE (UNADHERED)

RIGID INSULATION

A-503

EXISTING METAL FLASHING

SLOPEROOT BARRIER

A-503

EXISITNG CONCRETE

STRUCTURAL DECK

REINSTALL EXISTNG

GRANITE

REINSTALL EXISTING PAVERS,

SHIM TO MAKE LEVEL

WATERPROOFING

MEMBRANE

ADHERED MEMBRANE

FLASHING, VERTICAL

SURFACES

NEW GROUT BED

REPLACE EXISTING

GALVANIZED ANCHORS

WITH STAINLESS STEEL

EYE ROD ANCHOR WITH

1/2"∅ DOWEL AT 24"

O.C.

REINSTALL EXISTING 1/2"∅ X

5" STAINLESS STEEL DOWELS

AT 24" O.C.

RAILING, REMOVE &

REINSTALL

REMOVE EXISTING ROOFING &

ASBESTOS PROTECTION BOARD

REMOVE, STORE &

REINSTALL EXISTING

CONCRETE PAVERS

PROVIDE DRAINAGE DOME AND

FLASHING CLAMP. PROVIDE PIPING

TO FIRST JOINT

EXISTING

CONCRETE

STRUCTURAL DECK

REMOVE, STORE & REINSTALL

EXISTING CONCRETE

PEDESTALS, MODIFY HEIGHT

AND SHIM AS REQUIRED, SET

ON BED OF NON-SHRINK

GROUT 1" MIN.

A-503

ACCESS PANEL

NEW WATERPROOFING

MEMBRANE EXISTING LIGHTWEIGHT

CONCRETE FILL, PATCH & REPAIR

AS NECESSARY

SLOTTED CAST IRON OR

PVC DRAIN COVER

GRAVEL INFILL

PROVIDE NEW DRAIN DOME

AND PIPE TO FIRST JOINT.

ROOF DRAIN

FLASHING

SLOTTED OR PERFORATED

CAST IRON DRAIN EXTENSION

SLOPE

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

1 1/2" = 1'-0"

AK AK CL

C. LUDWIG

R R

- W

O O

G R

1380117 / B6FXNG

13107664

A-502

N A L

1 1/2" = 1'-0"2 DETAIL - GAURDRAIL

1 1/2" = 1'-0"1 DETAIL - PLANTER WALL

1 1/2" = 1'-0"3 DETAIL - GRANITE PANELS AT RAILING

1 1/2" = 1'-0"4 DETAIL - TYPICAL DRAIN

1 1/2" = 1'-0"5 DETAIL - PLANTER DRAIN

EXISITNG CONCRETE

STRUCTURAL DECK

EXISITNG CONCRETE

WALL PANEL

REINSTALL EXISTING CONCRETE

PAVERS AND PEDESTALS

BACKER ROD AND SEALANT

REPLACE EXISTING EXP

JOINT

EXISTING METAL FLASHING

ADHERED MEMBRANE

FLASHING

WATERPROOFING

MEMBRANE

A-503

REINSTALL EXISTING

CONCRETE PAVERS

NEW WATERPROOFING

MEMBRANE SYSTEM

EXISTING METAL FLASHING

A-503

NEW EXPANSION JOINT

ASSEMBLY & FILLER

EXISTING

COUNTERFLASHING

NEW CONTINUOUS

CLIP

MEMBRANE FLASHING

EXISTING STRUCTURE

NEW CONTINUOUS CLIP

WATERPROOFING

MEMBRANE

REMOVE EXISTING

MEMBRANE

ROOFING, CANT

STRIP & ASBESTOS

PROTECTION BOARD

INORGANIC FIBER

PAD

MEMBRANE FLASHING

SEPARATION SHEET

PROTECTION SHEET

EXISTING

COUNTERFLASHING

EXISTING SLOPED

LIGHTWEIGHT

CONCRETE, PATCH

& REPAIR

8" M

PROVIDE ROOF DRAIN

AND PIPE TO FIRST JOINT

STRAINER DOME

EXISTING WD. NAILER, REPLACE AS

NECESSARY

MEMBRANE SYSTEM

NEW ROOF DRAIN,

FLASHING AND CAP

SHEET

ROOT BARRIER MEMBRANE WHERE

VEGETATIVE ROOF IS INSTALLED

Fi le

P at h:

Pl ot D at e:

O F

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

C O

M M

DES DRW CHK

SATISFACTORY-TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

O R

T U

S N

A C

- A

N N

S, M D

N A

V A

S E

N G

E R

C O

M M

A N

D , W

A S

N D

1 2 3 4 5

C R

0N D

O R

K_ R

D O

C S\

N G

G rif fin

T er ra ce

R ep ai r\F

\P ha se

\D es ig n\

D ra w in gs \B

G .rv t 4/

As indicated

AK AK CL

C. LUDWIG

R R

- W

O O

G R

1380117 / B6FXNG

13107665

A-503

N A L

1 1/2" = 1'-0"2 DETAIL - MICHELSON

1 1/2" = 1'-0"3 DETAIL - EXPANSION JOINT

3" = 1'-0"1 ENLARGED DETAIL - LAP

3" = 1'-0"4 ENLARGED DETAIL - BASE LAP

3" = 1'-0"5 ENLARGED DETAIL - DRAIN

Sheets

G-001 - TITLE SHEET

A-101 - LOCATION PLAN

A-102 - TERRACE PLAN

A-103 - PHASING PLAN

A-104 - MICHELSON & CHAUVENET STAIR WORK

A-105 - BASEMENT PLAN - FOR REFERENCE ONLY

A-301 - SECTIONS

A-302 - SECTIONS

A-501 - DETAILS

A-502 - DETAILS

A-503 - DETAILS

2019-05-21T13:26:19-0400

2019-05-21T13:26:38-0400

2019-05-21T13:26:40-0400

2019-05-21T13:26:45-0400

2019-05-21T13:26:48-0400

2019-05-21T13:26:49-0400

2019-05-21T13:26:54-0400

2019-05-21T13:30:11-0400

2019-05-21T13:30:29-0400

2019-05-21T13:30:30-0400

2019-05-21T13:30:31-0400

2019-05-21T13:30:32-0400

2019-05-21T13:30:33-0400

2019-05-21T13:30:44-0400

2019-05-21T13:31:03-0400

2019-05-21T13:31:04-0400

2019-05-21T13:31:05-0400

2019-05-21T13:31:06-0400

2019-05-21T13:31:07-0400

2019-05-21T13:31:08-0400

File details come from the government source that posted it.