7297652 DrawingsAsOne SIGNED.pdf

PDF 18 MB Posted Jul 15, 2024

Attached to: CP2006M Repairs to Central Heating Plant (CHP) Bldg 152
Solicitation number: N400857297652
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 19, 2024

This document appears to be a set of drawings related to a federal contract opportunity with the Department of the Navy Naval Facilities Engineering Command. The federal contract opportunity is for CP2006M Repairs to Central Heating Plant (CHP) Bldg 152. The opportunity is a solicitation that is restricted to General MACC contractors listed on the RFP cover letter. The scope of work and applicable drawings are provided in the attached documents. No additional details about the required products or services, response dates, award dates, pricing terms, or other key information are included in this specific document.

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File	Type	Posted
Amendment 0002 7297652.pdf	PDF	Aug 8, 2024
Amendment 0001 7297652.pdf	PDF	Jul 19, 2024
RFP 7297652.pdf	PDF	Jul 15, 2024
7297652 SpecsAsOne SIGNED.pdf	PDF	Jul 15, 2024

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MCAS CHERRY POINT, CHERRY POINT NORTH CAROLINA

FINAL DESIGN

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

SOUTHEAST

JUNE, 2024

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M A

E C

O R

P S

S T

A T

H E

R R

Y P

N C

AS NOTED

STANTEC

801 JONES FRANKLIN RD

SUITE 300

RALEIGH, NC

PHONE (919) 851-6866

:5 :5

C h e rr y P o in t_ R e p a ir B

E P

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REPAIR CENTRAL HEATING PLANT B152

WO: 7297652

ARCHITECT /

LANDSCAPE ARCHITECT OF

RECORD:

Stantec Architecture Inc.

801 Jones Franklin Road

Suite 300

Raleigh NC 27606

Office:(919) 865-7389

CIVIL ENGINEER OF

RECORD:

Stantec Consulting Services Inc.

801 Jones Franklin Road

Suite 300

Raleigh NC 27606

Office:(919) 865-7389

MECHANICAL / ELECTRICAL /

PLUMBING /

TELECOMMUNICATIONS

ENGINEERS OF RECORD:

Crenshaw Consulting Engineers

3516 Bush Street

Raleigh, NC 27609

Office: (757) 213-6887

STRUCTURAL ENGINEER OF

RECORD:

Kaydos-Daniels Engineers, PLLC

801 Jones Franklin Road

Suite 300

Raleigh NC 27606

Office:(919) 865-7389

DESIGN LEAD

MBF Architects PA

317 C Pollock Street

New Bern, NC 28560

Office:(252) 637-6373

S Y

M D

E S

C R

I O N

D A

T E

A P

P R

7/10/2024

NORTH

LOCATION

MAP

MARINE CORPS

AIR STATION

CHERRY POINT

ROOM

A-201

ROOM IDENTIFIER

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A-401 INTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET

REFERENCED FROM

EXTERIOR ELEVATION

INDICATOR

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A-301

WALL / PARTIAL

BUILDING SECTION

INDICATOR

SECTION NUMBER

SHEET WHERE DRAWN

GENERAL PROJECT SYMBOLS

A-301

BUILDING SECTION

INDICATOR

SECTION NUMBER

SHEET WHERE DRAWN

A-301

BUILDING

NEW WORK

KEYNOTE INDICATOR

KEYNOTE NUMBER

DEMOLITION

KEYNOTE INDICATOR

KEYNOTE NUMBER

A-901 PHOTOGRAPH

INDICATOR

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

PLAN

NORTH

TRUE NORTH

A-501

VIEW TITLE

SCALE: 1/8" = 1'-0" (A-101)

PLAN TITLE

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

NORTHW. MAIN ST.

R O

O S

E V

B152

(PROJECT

LOCATION)

A S T.

C S T.

6TH AVE.

HAUL

ROUTE

FONTANA BLVD.

C U

N N

H A

M B

MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

RIGID INSULATION

SECTION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

BRICK

GYPSUM BOARD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

BRICK

ELEVATION

PARGED BASE - PAINTED

GLAZED BLOCK

GLAZING

SPANDREL GLAZING / STEEL PANEL

CONCRETE FOUNDATION

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

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N G

E R

S Y

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E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M A

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O R

P S

S T

A T

H E

R R

Y P

N C

AS NOTED

STANTEC

801 JONES FRANKLIN RD

SUITE 300

RALEIGH, NC

PHONE (919) 851-6866

:5 :5

C h e rr y P o in t_ R e p a ir B

E P

Y A

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GI002

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ABBREVIATIONSVICINITY MAP

GENERAL PROJECT NOTES GOVERNING REGULATIONS

LOCATION MAP

1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION REQUIRED

BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH MATERIALS TO

MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.

2 FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR

BEGINNING DEMOLITION.

3 ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND INSTALLED

UNDER THE REQUIREMENTS OF THIS CONTRACT.

4 COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO

THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE

ESTABLISHED BY THE CONTRACTING OFFICER.

5 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE

PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE

PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF

THE MANUFACTURER LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF

THE SPECIFICATIONS.

6 OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY

REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER.

7 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL

REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL WORK

ROUTINE.

8 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST

BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL TO

COMMENCEMENT OF RELATED WORK.

BUILDING CODE:

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (20 JUNE 2016)

UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2016)

UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012)

ACCESSIBILITY CODE:

UNIFORM ACCESSIBILITY STANDARDS (UFAS)

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC) 2009

ELECTRICAL CODE:

NFPA 70, NATIONAL ELECTRIC CODE

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC) 2009

FIRE PREVENTION & LIFE SAFETY CODE:

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2009)

NFPA 101, LIFE SAFETY CODE

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING / WEATHERPROOF /

WORKING POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PL PROPERTY LINE

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RA RETURN AIR

RAD RETURN AIR DUCT

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REFR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL

CEILING

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

S Y

M D

E S

C R

I O N

D A

T E

A P

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M A

E C

O R

P S

S T

A T

H E

R R

Y P

N C

AS NOTED

STANTEC

801 JONES FRANKLIN RD

SUITE 300

RALEIGH, NC

PHONE (919) 851-6866

:5 :5

C h e rr y P o in t_ R e p a ir B

E P

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NO.

SHEET NO.

NAVFAC DWG. NO. SHEET TITLESHEET

MECHANICAL

73 M-001 12892501 MECHANICAL NOTES, LEGEND & ABBREVIATIONS

74 MD101 12892502 FIRST FLOOR PLAN - MECHANICAL DEMOLITION

75 MD102 12892503 SECOND FLOOR PLAN - MECHANICAL DEMOLITION

76 MD103 12892504 THIRD FLOOR PLAN - MECHANICAL DEMOLITION

77 M-101 12892505 FIRST FLOOR PLAN - MECHANICAL

78 M-102 12892506 SECOND FLOOR PLAN - MECHANICAL

79 M-103 12892507 THIRD FLOOR PLAN - MECHANICAL

80 M-104 12892508 BASEMENT PLAN - MECHANICAL

81 M-105 12892509 SITE PLAN - MECHANICAL

82 M-301 12892510 MECHANICAL SECTION VIEWS

83 M-302 12892511 MECHANICAL SECTION VIEWS

84 M-601 12892512 MECHANICAL SCHEDULES

85 M-701 12892513 RISER DIAGRAM - BOILER FEED WATER

86 M-702 12892514 STEAM SYSTEM PIPING SCHEMATIC DIAGRAM

87 M-703 12892515 PRV PIPING SCHEMATIC DIAGRAMS

88 M-704 12892516 MECHANICAL CONTROLS

ELECTRICAL

89 E-001 12892517 ELECTRICAL NOTES & LEGEND

90 ED101 12892518 BASEMENT PLAN - ELECTRICAL DEMOLITION

91 ED102 12892519 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION

92 E-101 12892520 BASEMENT PLAN - ELECTRICAL

93 E-102 12892521 FIRST FLOOR PLAN - ELECTRICAL

94 E-501 12892522 ELECTRICAL DETAILS

95 E-601 12892523 ELECTRICAL SCHEDULES

NO.

SHEET NO.

NAVFAC DWG. NO. SHEET TITLESHEET

GENERAL

1 GI001 12892429 COVER SHEET

2 GI002 12892430 MAPS, GOVERNING REGULATIONS, ABBREVIATIONS AND SYMBOLS

3 GI003 12892431 LIST OF SHEETS

CIVIL

4 VF001 12892432 SURVEY CONTROL POINTS, NOTES AND LEGEND

5 VF101 12892433 EXISTING CONDITIONS

6 C-001 12892434 CIVIL ABBREVIATIONS AND LEGEND

7 CD101 12892435 DEMOLITION PLAN

8 CS101 12892436 SITE PLAN

9 CG101 12892437 GRADING PLAN

10 CU101 12892438 UTILITY PLAN

11 CU201 12892439 SANITARY SEWER PROFILES

12 C-501 12892440 DETAILS

13 C-502 12892441 DETAILS

14 C-503 12892442 DETAILS

15 C-504 12892443 DETAILS

16 C-505 12892444 DETAILS

STRUCTURAL

17 S-001 12892445 COVER SHEET

18 S-002 12892446 STRUCTURAL NOTES

19 S-101 12892447 PARTIAL BASEMENT PLAN - AREA A

20 S-102 12892448 PARTIAL BASEMENT PLAN - AREA B

21 S-103 12892449 PARTIAL FIRST FLOOR PLAN - AREA B

22 S-201 12892450 SECTIONS

23 S-301 12892451 PICTURES

24 S-302 12892452 PCITURES

25 S-501 12892453 GENERAL CONSTRUCTION DETAILS

ARCHITECTURAL DEMOLITION

26 AD101 12892454 OVERALL DMOLITION PLAN - BASEMENT

27 AD102 12892455 OVERALL DEMOLITION PLAN - FIRST FLOOR

28 AD111 12892456 PARTIAL DEMOLITION PLAN - BASEMENT - AREA A

29 AD112 12892457 PARTIAL DEMOLITION PLAN - BASEMENT - AREA B

30 AD113 12892458 PARTIAL DEMOLITION PLAN - FIRST FLOOR - AREA A

31 AD114 12892459 PARTIAL DEMOLITION PLAN - FIRST FLOOR - AREA B

32 AD118 12892460 DEMOLITION PLAN - PENTHOUSE

33 AD119 12892461 DEMOLITION PLAN - PENTHOUSE ROOF

34 AD201 12892462 PARTIAL DEMOLITION ELEVATION - WEST AREA B

35 AD202 12892463 PARTIAL DEMOLITION ELEVATION - WEST AREA A

36 AD203 12892464 PARTIAL DEMOLITION ELEVATION - EAST AREA A

37 AD204 12892465 PARTIAL DEMOLITION ELEVATION - EAST AREA B

38 AD205 12892466 DEMOLITION ELEVATION - NORTH

39 AD206 12892467 DEMOLITION ELEVATION - SOUTH

ARCHITECURAL

40 AE101 12892468 OVERALL FLOOR PLAN - BASEMENT

41 AE102 12892469 OVERALL FLOOR PLAN - FIRST FLOOR

42 AE111 12892470 PARTIAL FLOOR PLAN - BASEMENT - AREA A

43 AE112 12892471 PARTIAL FLOOR PLAN - BASEMENT - AREA B

44 AE113 12892472 PARTIAL FLOOR PLAN - FIRST FLOOR - AREA A

45 AE114 12892473 PARTIAL FLOOR PLAN - FIRST FLOOR - AREA B

46 AE118 12892474 PARTIAL FLOOR PLAN - PENTHOUSE AND PLANT ROOF - AREA A

47 AE119 12892475 ROOF PLAN - PENTHOUSE ROOF

48 AE133 12892476 REFLECTED CEILING PLAN - PENTHOUSE

49 AE201 12892477 OVERALL EXTERIOR ELEVATIONS - EAST AND WEST

50 AE202 12892478 OVERALL EXTERIOR ELEVATIONS - SOUTH AND NORTH

51 AE211 12892479 PARTIAL EXTERIOR ELEVATION - WEST AREA A

52 AE212 12892480 PARTIAL EXTERIOR ELEVATION - WEST AREA B

53 AE213 12892481 PARTIAL EXTERIOR ELEVATION - EAST AREA A

54 AE214 12892482 PARTIAL EXTERIOR ELEVATION - EAST AREA B

55 AE215 12892483 PARTIAL EXTERIOR ELEVATION - NORTH

56 AE216 12892484 PARTIAL EXTERIOR ELEVATION - SOUTH

57 AE301 12892485 BUILDING SECTIONS - PENTHOUSE

58 AE311 12892486 WALL SECTIONS

59 AE501 12892487 SECTION DETAILS

60 AE502 12892488 MISCELLANEOUS DETAILS

61 AE601 12892489 DOOR, WINDOW AND LOUVER TYPES, SCHEDULES AND DETAILS

62 AE602 12892490 WINDOW AND LOUVER DETAILS

63 AE901 12892491 EXISTING CONDITIONS PHOTOGRAPHS

PLUMBING

64 P-001 12892492 PLUMBING COVER SHEET

65 P-101 12892493 FIRST FLOOR PLAN - OVERALL PLAN - PLUMBING

66 P-401 12892494 COMPRESSOR ROOM - DEMOLITION PLAN

67 P-402 12892495 DRYER ROOM - DEMOLITION PLAN

68 P-403 12892496 COMPRESSOR ROOM - NEW WORK PLAN

69 P-404 12892497 DRYER ROOM - NEW WORK PLAN

70 P-501 12892498 PLUMBING DETAILS AND SCHEDULES

71 P-701 12892499 COMPRESSOR PIPING - RISER DIAGRAMS

72 P-702 12892500 DRYER PIPING - RISER DIAGRAMS

S Y

M D

E S

C R

I O N

D A

T E

A P

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

VF001

S U

R V

E Y

C O

O L

P O

, N O

A N

D L

E G

E N

INV

RCP

PVC

UNK

FES

OEU

CHL

3SBW

CONC

BLDG

TYP

25.67'

12892432

INV=22.58'

G G

D D

T T

ASPHALT

CONC

C O

N C

ASPHALT

STAIRS

CONC

GRATE

ASPHALT

GRAVEL

CONC TYP

STAIRS

CONC GRATE

BLDG

CONC

STAIRS

72"CHL-3SBW

H L-

GATE

CALLBOX

CURB

WINDOW EL=25.86'

FFE=25.50' C

N C

72"CHL

12"WALL

6"WALL

HANDRAIL

N N

O C

H L-

GRATE

CONC

6"MTL PIPE

ENTERS BLDG

END UNDERGROUND

STAIRS

CONC

6"WALL

GRATE

CONC

8"GAS

6"WALL

CONC

72"CHL-3SBW

CONC

METAL

LID

VENT

PIPES

4"PVC

DRAIN

VAULT

FFE=28.14' CONC

ASPHALT

CURB

CONC

ASPHALT

STAIRS

CONC

GRATE

CONC

N K

CAN

OPY

X GATE

C O

N C

CONC

STAIRS

OIL/WATER

SEPARATOR

VENT

PIPES

GATE

MOTOR

72"C H

L-3SBW

72"C

L-3SBW

CONC

GRATE

6"WALL ASPHALT

CANOPY

METAL

COVER

METAL

COVER

CONC

GRATE

CONC

STAIRS

FFE=31.07'

CALLBOX

WALL

Y R

CENTRAL HEATING PLANT

BRICK BUILDING

SDSDSD

INV=21.74'

INV=20.95'

OEU

X X

CONC

X X

E E

G G

W W

E E

EEEEEEEE

X X

E E E

E E

EEE

X X

E E

X X

XXXXXXXXXXXXXX

23'

18'

26'

27'

EXPOSED STEAM LINE TOP=21.62'

EXPOSED STEAM LINE TOP=21.47'

E E E E

ABANDONED

18" RCP W/FES

18" RCP

SAN

8" UNK

INV=18.06'

TOP=23.94'

INV=17.29'

18" RCP

SAN

SAN INV=16.04'

INV=17.63'SIZE/TYPE UNK

OEU

8" MTL

OEU

INV=17.95'

INV=21.91'

15" RCPW/FES

12" RCP

INV=23.31'

INV=22.49'

TOP=24.84'

4" RCP

OEU

CB-PONDING

TOP=25.57'

INV=20.17'

2-8" RCP OEU

TOP=25.28'

(UNK MH FULL)

INV=19.56'

SD24" RCP-OEU

INV=20.09'

INV=19.76'

TOP=23.96'

12" RCP INV=23.10'

TOP=25.08'

TOP=24.04'

INV=22.10'

15" RCP

INV=23.17'

INV=21.27'

INV=21.07'

INV=21.37'

INV=21.39'

EXPOSED STEAM LINE TOP=21.89'

INV=21.55'

INV=21.48'

OEU

INV=21.64' - FES

INV=21.31' - FES

CALLBOX

2" PVC INV=21.04'-OEU

TOP=25.92'2" PVC INV=20.88'-OEU W

W W

METAL GRATE

INV=24.78'-2"MTL

INV=25.12'-2"MTL

72"CHL-3SBW

H L-

72"CHL-3SBW

GATE

HWINV=19.86'

VENT

X X

XXXX

SIZE/TYPE UNK-OEU

GRAVEL

INV=22.21'

PER RECORD

SPER RECORD

G G G G

PER RECORD

PER

R D

PER

R D

PER

R D

12" RCP-OEU

' 25

25'

STAIRS

CONC

HANDRAIL CONC

FILLED WITH CONC

INV=22.46'

TOP=24.97'

TYP 8"MTL VALVES FILLED WITH CONC

BOT INV=22.16'

TOP=24.89'

STANDING WATER

APPEARS ABANDONED

CONC FILLED PIPE INV=22.48'

STAIRS

C O

N C

SANSANSAN 8" MTL INV=19.79'

8" MTL

INV=20.48'

TOP=25.67'

INV=20.77' - 8" MTL

INV=21.65' - 4"MTL

WWWWW

WWWWWW

6" CIP

RIP-RAP

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

VF101

E X

N G

C O

N D

N S

A1 1" = 30'

EXISTING CONDITIONS

12892433

LOD LOD

CS CS

SAN

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

C-001

B B

R E

N S

A N

D L

E G

E N

12892434

2024-06-06

LOD LO

LODLODLOD

LOD

LOD LOD LOD LO

LOD

LOD LOD

LOD LOD LOD LOD LOD LOD

LODLODLODLODLOD

LOD

INV=22.58'

G G

D D

T T

ASPHALT

CONC

C O

N C

ASPHALT

STAIRS

CONC

GRATE

ASPHALT

GRAVEL

CONC TYP

STAIRS

CONC GRATE

BLDG

CONC

STAIRS

72"CHL-3SBW

H L-

GATE

CALLBOX

CURB

WINDOW EL=25.86'

FFE=25.50' C

N C

72"CHL

12"WALL

6"WALL

HANDRAIL

N N

O C

H L-

GRATE

CONC

6"MTL PIPE

ENTERS BLDG

END UNDERGROUND

STAIRS

CONC

6"WALL

GRATE

CONC

8"GAS

6"WALL

CONC

72"CHL-3SBW

CONC

METAL

LID

VENT

PIPES

4"PVC

DRAIN

VAULT

FFE=28.14' CONC

ASPHALT

CURB

CONC

ASPHALT

STAIRS

CONC

GRATE

CONC

N K

CAN

OPY

X GATE

C O

N C

CONC

STAIRS

OIL/WATER

SEPARATOR

VENT

PIPES

GATE

MOTOR

72"C H

L-3SBW

72"C

L-3SBW

CONC

GRATE

6"WALL ASPHALT

CANOPY

METAL

COVER

METAL

COVER

CONC

GRATE

CONC

STAIRS

FFE=31.07'

CALLBOX

WALL

Y R

CENTRAL HEATING PLANT

BRICK BUILDING

SDSDSD

INV=21.74'

INV=20.95'

OEU

X X

CONC

X X

E E

G G

W W

E E

EEEEEEEE

X X

E E E

E E

EEE

X X

E E

X X

XXXXXXXXXXXXXX

EXPOSED STEAM LINE TOP=21.62'

EXPOSED STEAM LINE TOP=21.47'

E E E E

ABANDONED

18" RCP W/FES

18" RCP

SAN

8" UNK

INV=18.06'

TOP=23.94'

INV=17.29'

18" RCP

SAN

SAN INV=16.04'

INV=17.63'SIZE/TYPE UNK

OEU

8" MTL

OEU

INV=17.95'

INV=21.91'

15" RCPW/FES

12" RCP

INV=23.31'

INV=22.49'

TOP=24.84'

4" RCP

OEU

CB-PONDING

TOP=25.57'

INV=20.17'

2-8" RCP OEU

TOP=25.28'

(UNK MH FULL)

INV=19.56'

SD24" RCP-OEU

INV=20.09'

INV=19.76'

TOP=23.96'

12" RCP INV=23.10'

TOP=25.08'

TOP=24.04'

INV=22.10'

15" RCP

INV=23.17'

INV=21.27'

INV=21.07'

INV=21.37'

INV=21.39'

EXPOSED STEAM LINE TOP=21.89'

INV=21.55'

INV=21.48'

OEU

INV=21.64' - FES

INV=21.31' - FES

CALLBOX

2" PVC INV=21.04'-OEU

TOP=25.92'2" PVC INV=20.88'-OEU W

W W

METAL GRATE

INV=24.78'-2"MTL

INV=25.12'-2"MTL

72"CHL-3SBW

H L-

72"CHL-3SBW

GATE

HWINV=19.86'

VENT

X X

XXXX

SIZE/TYPE UNK-OEU

GRAVEL

INV=22.21'

PER RECORD

SPER RECORD

G G G G

PER RECORD

PER

R D

PER

R D

PER

R D

12" RCP-OEU

STAIRS

CONC

HANDRAIL CONC

FILLED WITH CONC

INV=22.46'

TOP=24.97'

TYP 8"MTL VALVES FILLED WITH CONC

BOT INV=22.16'

TOP=24.89'

STANDING WATER

APPEARS ABANDONED

CONC FILLED PIPE INV=22.48'

STAIRS

C O

N C

SANSANSAN 8" MTL INV=19.79'

8" MTL

INV=20.48'

TOP=25.67'

INV=20.77' - 8" MTL

INV=21.65' - 4"MTL

WWWWW

WWWWWW

6" CIP

RIP-RAP

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

A1 1" = 30'

DEMOLITION PLAN

CD101

D E

M O

O N

12892435

D D

ASPHALT

CONC

C O

N C

ASPHALT

STAIRS

CONC

GRATE

ASPHALT

GRAVEL

CONC TYP

STAIRS

CONC GRATE

BLDG

STAIRS

72"CHL-3SBW

H L-

GATE

CALLBOX

CURB

C O

N C

72"CHL

12"WALL

6"WALL

HANDRAIL

N N

O C

H L-

GRATE

CONC

6"MTL PIPE

ENTERS BLDG

END UNDERGROUND

STAIRS

CONC

6"WALL

GRATE

CONC

8"GAS

6"WALL

CONC

72"CHL-3SBW

CONC

METAL

LID

VENT

PIPES

4"PVC

DRAIN

VAULT

CONC

ASPHALT

CURB

CONC

ASPHALT

STAIRS

CONC

GRATE

CONC

N K

X GATE

C O

N C

CONC

STAIRS

OIL/WATER

SEPARATOR

VENT

PIPES

GATE

MOTOR

72"C H

L-3SBW

72"C

L-3SBW

CONC

GRATE

6"WALL ASPHALT

METAL

COVER

METAL

COVER

CONC

GRATE

CONC

STAIRS

CALLBOX

WALL

Y R

X X

CONC

X X

XXXXXXXXXXXXXX

ABANDONED

EXPOSED STEAM LINE TOP=21.89'

CALLBOX

METAL GRATE

72"CHL-3SBW

H L-

72"CHL-3SBW

GATE

X X

XXXX

GRAVEL

PER RECORD

STAIRS

CONC

HANDRAIL

FILLED WITH CONC

STAIRS

C O

N C

RIP-RAP

LOD LO

LODLODLOD

LOD

LOD LOD LOD LO

LOD

LOD LOD

LOD LOD LOD LOD LOD LOD

LODLODLODLODLOD

LOD

CO MW 72"CHL-3SBW

72"CHL

X X X X

X X

D LOD LOD LOD LO

DLODLODLODLODLODLODLODLO

LODLOD

LODLODLO

D LOD LOD LOD LOD LOD LOD LOD LOD

LOD

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

NORTH

A1 1" = 30'

SITE PLAN

CS101

E P

A4 1" = 10'

JOINTING PLAN

30' 60'0

10' 20'0

12892436

INV=22.58'

G G

D D

T T

ASPHALT

CONC

C O

N C

ASPHALT

STAIRS

CONC

GRATE

ASPHALT

GRAVEL

CONC TYP

STAIRS

CONC GRATE

BLDG

STAIRS

72"CHL-3SBW

H L-

GATE

CALLBOX

CURB

WINDOW EL=25.86'

FFE=25.50' C

N C

72"CHL

12"WALL

6"WALL

HANDRAIL

N N

O C

H L-

GRATE

CONC

6"MTL PIPE

ENTERS BLDG

END UNDERGROUND

STAIRS

CONC

6"WALL

GRATE

CONC

8"GAS

6"WALL

CONC

72"CHL-3SBW

CONC

METAL

LID

VENT

PIPES

4"PVC

DRAIN

VAULT

FFE=28.14' CONC

ASPHALT

CURB

CONC

ASPHALT

STAIRS

CONC

GRATE

CONC

N K

CAN

OPY

X GATE

C O

N C

CONC

STAIRS

OIL/WATER

SEPARATOR

VENT

PIPES

GATE

MOTOR

72"C H

L-3SBW

72"C

L-3SBW

CONC

GRATE

6"WALL ASPHALT

CANOPY

METAL

COVER

METAL

COVER

CONC

GRATE

CONC

STAIRS

FFE=31.07'

CALLBOX

WALL

Y R

CENTRAL HEATING PLANT

BRICK BUILDING

SDSDSD

INV=21.74'

OEU

X X

CONC

X X

E E

G G

W W

E E

EEEEEEEE

X X

E E E

E E

EEE

X X

E E

X X

XXXXXXXXXXXXXX

23'

18'

26'

27'

EXPOSED STEAM LINE TOP=21.62'

EXPOSED STEAM LINE TOP=21.47'

E E E E

ABANDONED

18" RCP W/FES

18" RCP

8" UNK

INV=18.06'

TOP=23.94'

INV=17.29'

18" RCP

INV=16.04'

INV=17.63'SIZE/TYPE UNK

OEU

8" MTL

OEU

INV=17.95'

INV=21.91'

15" RCPW/FES

12" RCP

INV=23.31'

INV=22.49'

TOP=24.84'

4" RCP

OEU

CB-PONDING

TOP=25.57'

INV=20.17'

2-8" RCP OEU

TOP=25.28'

(UNK MH FULL)

INV=19.56'

SD24" RCP-OEU

INV=20.09'

INV=19.76'

TOP=23.96'

12" RCP INV=23.10'

TOP=25.08'

TOP=24.04'

INV=22.10'

15" RCP

INV=23.17'

INV=21.27'

INV=21.07'

INV=21.37'

INV=21.39'

EXPOSED STEAM LINE TOP=21.89'

INV=21.55'

INV=21.48'

OEU

INV=21.64' - FES

INV=21.31' - FES

CALLBOX

2" PVC INV=21.04'-OEU

TOP=25.92'2" PVC INV=20.88'-OEU W

W W

METAL GRATE

INV=24.78'-2"MTL

INV=25.12'-2"MTL

72"CHL-3SBW

H L-

72"CHL-3SBW

GATE

HWINV=19.86'

VENT

X X

XXXX

SIZE/TYPE UNK-OEU

GRAVEL

INV=22.21'

PER RECORD

SPER RECORD

G G G G

PER RECORD

PER

R D

PER

R D

PER

R D

12" RCP-OEU

' 25

25'

STAIRS

CONC

HANDRAIL

FILLED WITH CONC

INV=22.46'

TOP=24.97'

STAIRS

C O

N C

INV=19.79'S

INV=20.48'

TOP=25.67'

INV=20.77' - 8" MTL

INV=21.65' - 4"MTL

WWWWW

WWWWWW

6" CIP

RIP-RAPCS

C S

CS CS CS

C S

LOD LO

LODLODLOD

LOD

LOD LOD LOD LO

LOD

LOD LOD

MATCH

EXISTING

MATCH

EXISTING

LOD LOD LOD LOD LOD LOD

LODLODLODLODLOD

LOD

CSCSCS

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

A1 1" = 30'

GRADING, DRAINAGE, & EROSION CONTROL PLAN

CG101

G R

A D

12892437

INV=22.58'

G G

D D

T T

ASPHALT

CONC

C O

N C

ASPHALT

STAIRS

CONC

GRATE

ASPHALT

GRAVEL

CONC TYP

STAIRS

CONC GRATE

BLDG

STAIRS

72"CHL-3SBW

H L-

GATE

CALLBOX

CURB

WINDOW EL=25.86'

FFE=25.50' C

N C

72"CHL

12"WALL

6"WALL

HANDRAIL

N N

O C

H L-

GRATE

CONC

6"MTL PIPE

ENTERS BLDG

END UNDERGROUND

STAIRS

CONC

6"WALL

GRATE

CONC

8"GAS

6"WALL

CONC

72"CHL-3SBW

CONC

METAL

LID

VENT

PIPES

4"PVC

DRAIN

VAULT

FFE=28.14' CONC

ASPHALT

CURB

CONC

ASPHALT

STAIRS

CONC

GRATE

CONC

N K

CAN

OPY

X GATE

C O

N C

CONC

STAIRS

OIL/WATER

SEPARATOR

VENT

PIPES

GATE

MOTOR

72"C H

L-3SBW

72"C

L-3SBW

CONC

GRATE

6"WALL ASPHALT

CANOPY

METAL

COVER

METAL

COVER

CONC

GRATE

CONC

STAIRS

FFE=31.07'

CALLBOX

WALL

Y R

CENTRAL HEATING PLANT

BRICK BUILDING

SDSDSD

INV=21.74'

OEU

X X

CONC

X X

E E

G G

W W

E E

EEEEEEEE

X X

E E E

E E

EEE

X X

E E

X X

XXXXXXXXXXXXXX

EXPOSED STEAM LINE TOP=21.62'

EXPOSED STEAM LINE TOP=21.47'

E E E E

ABANDONED

18" RCP W/FES

18" RCP

8" UNK

INV=18.06'

TOP=23.94'

INV=17.29'

18" RCP

INV=16.04'

INV=17.63'SIZE/TYPE UNK

OEU

8" MTL

OEU

INV=17.95'

INV=21.91'

15" RCPW/FES

12" RCP

INV=23.31'

INV=22.49'

TOP=24.84'

4" RCP

OEU

CB-PONDING

TOP=25.57'

INV=20.17'

2-8" RCP OEU

TOP=25.28'

(UNK MH FULL)

INV=19.56'

SD24" RCP-OEU

INV=20.09'

INV=19.76'

TOP=23.96'

12" RCP INV=23.10'

TOP=25.08'

TOP=24.04'

INV=22.10'

15" RCP

INV=23.17'

INV=21.27'

INV=21.07'

INV=21.37'

INV=21.39'

EXPOSED STEAM LINE TOP=21.89'

INV=21.55'

INV=21.48'

OEU

INV=21.64' - FES

INV=21.31' - FES

CALLBOX

2" PVC INV=21.04'-OEU

TOP=25.92'2" PVC INV=20.88'-OEU W

W W

METAL GRATE

INV=24.78'-2"MTL

INV=25.12'-2"MTL

72"CHL-3SBW

H L-

72"CHL-3SBW

GATE

HWINV=19.86'

VENT

X X

XXXX

SIZE/TYPE UNK-OEU

GRAVEL

INV=22.21'

PER RECORD

SPER RECORD

G G G G

PER RECORD

PER

R D

PER

R D

PER

R D

12" RCP-OEU

STAIRS

CONC

HANDRAIL

FILLED WITH CONC

INV=22.46'

TOP=24.97'

STAIRS

C O

N C

INV=19.79'S

INV=20.48'

TOP=25.67'

INV=20.77' - 8" MTL

INV=21.65' - 4"MTL

WWWWW

WWWWWW

6" CIP

RIP-RAP

LOD LO

LODLODLOD

LOD

LOD LOD LOD LO

LOD

LOD LOD

SAN SAN SANLOD LOD LOD LOD LOD LOD

LODLODLODLODLOD

LOD

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

A1 1" = 30'

UTILITY PLAN

CU101

12892438

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

CU201

S A

A R

Y S

E W

E R

P R

B1 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE: 1"= 30'

SANITARY SEWER PROFILE (FROM STA. 0+00 TO 1+58.57)

B3 VERTICAL SCALE: 1" = 3' HORIZONTAL SCALE: 1"= 30'

SANITARY SEWER PROFILE (FROM STA. 0+00 TO 1+10.36)

12892439

CONCRETE PAVEMENT SECTION

SCALE: NOT TO SCALED1

CONCRETE SIDEWALK DETAIL

SCALE: NOT TO SCALEA1

ASPHALT PAVEMENT PATCHC2

CONCRETE SPLASH BLOCK DETAILB2

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

C-501

D E

12892440

COMPOST SOCK INLET PROTECTION

SCALE: NOT TO SCALEA1 COMPOST SOCK PERIMETER FENCE

SCALE: NOT TO SCALEA3

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

C-502

D E

12892441

SECURITY FENCE DETAIL

SCALE: NOT TO SCALEA1

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

NORTH

C-503

D E

12892442

CLEANOUT DETAIL

SCALE: NOT TO SCALEC1

SCALE: NOT TO SCALEA4 24" CONCRETE VALVE BOX COLLAR

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

30' 60'0

NORTH

C-504

D E

12892443

LONGITUDINAL

TRANSVERSE

DOWELED TRANSVERSE OR LONGITUDINAL

CONTRACTION JOINTS FOR

PLAIN CONCRETE PAVEMENTB1

CONSTRUCTION JOINTS FOR

PLAIN CONCRETE PAVEMENTSA2

LONGITUDINAL

EXPANSION JOINTS FOR PLAIN

CONCRETE PAVEMENTSA1

SPECIAL JOINT BETWEEN NEW AND EXISTING PAVEMENT TRANSVERSE AND

LONGITUDINAL

DOWELED JOINT BETWEEN NEW AND EXISTING

PAVEMENT

CONTRACTION JOINTS FOR

REINFORCED CONCRETE PAVEMENTA3

LONGITUDINAL

TRANSVERSE

TIED LONGITUDINAL LONGITUDINAL

SPECIAL JOINT BETWEEN NEW AND EXISTING PAVEMENT TRANSVERSE AND

LONGITUDINAL

h e

DOWELED JOINT BETWEEN NEW AND EXISTING

PAVEMENT

CONSTRUCTION JOINT FOR

REINFORCED CONCRETE PAVEMENTS

1 2 3 4 5

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

S S

L U

S E

O N

U N

S S

L U

S E

O N

UNCLASSIFIED//FOR OFFICIAL USE ONLY

N A

V A

S E

N G

E R

C O

M M

A N

CRLB ANFI JFM

R E

P A

T O

C E

A L

H E

N G

N T

B -1

A R

G R

O U

P H

E A

D Q

U A

R S

M A

E C

O R

P S

N C

H E

R R

Y P

T C

H E

R R

Y P

T, N

AS NOTED

NORTH

C-505

D E

EXPANSION JOINT FOR REINFORCED

CONCRETE PAVEMENTS

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

JOINT SEALANTSD1

12892444

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M A

E C

O R

P S

S T

A T

H E

R R

Y P

T N

AS NOTED

17 JUNE 2024

P M

C h e rr y P o in t_ R e p a ir

/R E

P A

S tr u c tu ra l_

.r v t

S-001

R E

P A

E N

T R

A L

H E

A T

N T

C O

V E

R S

H E

E T

AKW

12892445

LGG LGG

W O

S -0

SHEET INDEX

SHEET NO SHEET TITLE

S-001 COVER SHEET

S-002 STRUCTURAL NOTES

S-101 PARTIAL BASEMENT PLAN - AREA A

S-102 PARTIAL BASEMENT PLAN - AREA B

S-103 PARTIAL FIRST FLOOR PLAN - AREA B

S-201 SECTIONS

S-301 PICTURES

S-302 PICTURES

S-501 GENERAL CONSTRUCTION DETAILS

DESIGN CRITERIA

1. BUILDING CODES............................2021 IBC "INTERNATIONAL BUILDING CODE"

UFC 1-200-01, CHANGE 2, 12 JUNE 2023 "GENERAL BUILDING REQUIREMENTS"

UFC 3-301-01, CHANGE 2, 12 JUNE 2023 "STRUCTURAL ENGINEERING"

UFC 4-010-01, CHANGE 2, 22 JULY 2022 "MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS"

2. BUILDING RISK CATEGORY......................................................................................... IV

3. SUPERIMPOSED DEAD LOADS:

a) ROOF..................................................................................................... 15 PSF

b) MISCELLANEOUS................................................................................. 10 PSF

4. DESIGN LIVE LOADS:

a) ROOF...................................................................................................... 20 PSF

b) FLOOR (POWER PLANT)......................................................................200 PSF

c) STAIRS AND EXITS...............................................................................100 PSF

5.SNOW:

a) GROUND SNOW LOAD ....................................................................... 10 PSF

b) FLAT ROOF SNOW LOAD.................................................................... 12 PSF

c) SNOW EXPOSURE FACTOR, Ce .............................................................. 1.0

d) IMPORTANCE FACTOR, Is ....................................................................... 1.2

e) THERMAL FACTOR, Ct .............................................................................. 1.0

6. WIND

a) ULTIMATE WIND SPEED (RISK CAT. IV).......................................... 153 MPH

b) NOMINAL WIND SPEED..................................................................... 118 MPH

c) WIND EXPOSURE CATEGORY...................................................................... B

d) INTERNAL PRESSURE COEFFICIENT ..................................................... 0.18

e) ROOF COMPONENTS AND CLADDING ........... SEE TABLE ON SHEET S-001

f) WALL COMPONENTS AND CLADDING ........... SEE TABLE ON SHEET S-001

g) WIND BASE SHEAR (ULTIMATE)................................... EXISTING BUILDING

7. SEISMIC:

a) SITE CLASS .................................................................................................... D

b) IMPORTANCE FACTOR, Ie .......................................................................... 1.5

c) MAPPED SPECTRAL RESPONSE ACCELERATION, Ss ..................... 0.115 G

d) ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, S1 .. 0.055 G

e) SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS .......... 0.123 G

f) ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1. 0.088 G

g) SEISMIC RESPONSE COEFFICIENT, Cs ................................................. 0.061

i) SEISMIC DESIGN CATEGORY ...................................................................... C

j) BASIC SEISMIC FORCE RESISTING SYSTEM ...............EXISTING BUILDING

ParallelPAR.

CONT Continuous

Double Degree Demolish, Demolition

Centered Counter Sink

Depressed

Existing

Electric, Electrical

Each Face

Elevation Edge Nail

Equipment

Expansion Joint

Drawing

Diameter Diagonal Dimension

Drag Truss

Face of Steel (Studs)

Face Of

Far Side

Face of Masonry

Field Nail Floor, Flooring

Foundation

Face of Concrete

Existing

Exterior Expansion

Each Way

Finish, Finished

Finished Floor Finish Grade

Floor Joist

Future

Header Hanger

Height

Gusset

Heating/Ventilation/ Air Conditioning

Hold Down

Horizontal High Point

Grade Beam

Grade, Grading Glued Laminated Girder Truss

Footing

Each Side

Laminated Length, Angle

Include

Inside Diameter

Information

Interior Insulated

FTG

INT.

JST

LAM

JT. Joint Joist

H.P.

HORIZ

H.V.A.C

I.D.

INCL

INFO

INS

Inch

G.B.

FUT.

GLB

G.T.

HGR

HDR

GUSS.

Gauge

Equal

F.J.

FLR

F.N.

FND

F.S.

F.O.

F.O.C.

F.O.S.

F.O.M.

FT. Feet

EQ.

EQPT.

EXP.

E.W.

F.F.

F.G.

FIN

EXT.

EXIST'G

E.S.

DWG

DWL

D.T.

E.F.

E.J.

E.N.

ELV

ELEC

EA.

Dowel

Each

CSK

DBL

DEG

DEP

DEM

CTR'D

DIA

DIM

DIAG

Ditto

Pounds per Cubic Foot

Plate, Property Line

Precast Concrete

Pounds per Square Foot Pounds per Square Inch

Revision, Revised

Pressure Treated

R.,RAD.

Return

Rafters Roof

Required Reinforcement Reference

RFT.

RF.

REF.

RET.

REQ.

REINF.

REV.

Plywood Panel

Penetration

Radius

PLY.

PNL.

P.T.

P.S.I.

P.S.F.

PENT.

P.C.C.

P.C.F.

PL.

American Concrete Institute

Air Conditioning Anchor Bolt

Bottom Bottom of Footing

Above Finished Floor

American Society for Testing Materials

American Plywood Institute

Between

Blocking

Boundry Nail

Adjacent

Architect

Alternate Aluminum

Concrete Masonry Unit

Control Joint / Ceiling Joist

Connection Construction

Ceiling

Cast-in-Place

Concrete

Channel

ARCH.

C.J.

CLG

COL

CLR

CONC

CMU

C.I.P.

CONST

CONN

Column

Clear

A.S.T.M.

B.N.

BLW.

BETWN.

BLK.

BOTT

B.O.F.

BLKG

Beam

Below

Block

A/C A.B.

A.C.I.

AL.

ADJ.

ALT.

A.P.A.

A.F.F.

Long Leg Horizontal

Mount, Mounted, Mounting

Manufacture, Manufacturer

Long Leg Vertical

Opposite Hand, Overhead Outside Diameter

MaximumMAX

Number Nominal

Opening

On Center Not To Scale

Not In Contract

Near Side

North

O.D.

O.C.

N.T.S.

OPNG

O.H.

NOM

N.S.

N.I.C.

NO.

Minimum

Medium

Metal

Mezzanine

Miscellaneous Masonry Opening

Machine Bolt

Mechanical

MFR

MIN

MISC

M.O.

MTL

MT.

MECH

M.B.

MEZZ

MED

Long Pound

Live Load

Louver Masonry

Low Point

L.L.H.

L.P.

LVR

MAS

L.L.V.

L.L.

(E)

P PlateL

Unless Otherwise Noted Unless Noted Otherwise

Welded Wire Mesh Welded Wire Fabric WeightWT.

W.W.M.

W.W.F.

Vapor Barrier Vertical

Without

West Wood

Water Proof Working Point

With

W/O W.P.

W.PT.

WD.

V.B.

U.O.N.

VERT.

U.N.O.

Toe Nail

Typical Tube Steel Top of Wall

Top of Beam

Top of Steel Top of Parapet Top of Footing Top of Concrete

T.O.S.

T.S.

TYP.

T.O.W

T.N.

T.O.B.

T.O.P.

T.O.F.

T.O.C.

Sheet Metal Screw Specification(s)

Thick, Thickness

R.T. Roof Truss

S.S. Stainless Steel

Steel Structural

Stiffener Standard

Tongue & Groove Top & Bottom Symmetrical Suspended

Top of Curb

SYM

THK

T.C.

T&G T&B

STL.

STD.

STRUCT

STIFF.

SUSP.

South Schedule Section

Similar Sheet

Square

Separation

SHT.

SIM.

SPEC.

S.M.S.

SQ.

SEC.

SEP.

SCHED.

Room

Rough Sawn Rough Opening

R.S.

R.O.

RM.

International Building CodeIBC

Seismic Lateral Resisting SystemSLRS

GalvanizedGAL

Grade BeamGB

Masonry Control JointMCJ

Pre-Engineered Metal BuildingPEMB.

Powder Acuated FastenersP.A.F.

ZONE 45 5

2 ZONE 1

R O

O F

COMPONENTS & CLADDING NEW DESIGN WIND PRESSURE (ULTIMATE)

ZONE

EFFECTIVE WIND

AREA

(+) PRESSURE

(PSF)

(-) PRESSURE

(PSF)

1 10 21 -54

1 20 20 -52

1 50 19 -49

1 100 18 -47

2 10 -65

2 20 -60

2 50 -54

2 100 -50

3 10 -112

3 20 -102

3 50 -89

3 100 -79

4 10 39 -39

4 20 39 -39

4 50 36 -37

4 100 34 -36

4 500 28 -32

5 10 -72

5 20 -72

5 50 -64

5 100 -57

5 500 -43

W A

3 2

WALLS ROOF

COMPONENTS & CLADDING PRESSURE (PSF)

A A

S-XXX

GRID LINES - CENTER LINE

DETAIL NO.

SECTION NO.

SECTION

DETAIL BUBBLE

GRID NO.

GRID LINES - F.O. STUD/WALL

GRID NO.

SHEET NO. WHERE

SECTION IS SHOWN

SHEET NO. WHERE

DETAIL IS SHOWN

STEEL REINFORCING LISTS AND QUANTITIES AND LENGTH

OF ALL MATERIALS WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO ASSURE COMPLIANCE WITH THE PLANS.

THE CONTRACTING OFFICER WILL NOT REVIEW THESE ITEMS.

REPRODUCTION OF THESE STRUCTURAL DRAWINGS IS

PROHIBITED FOR THE PURPOSE OF PREPARING SHOP

DRAWINGS. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE

INDEPENDENTLY CREATED DRAWINGS BASED ON THE

INFORMATION SHOWN IN THE CONTRACT DOCUMENTS.

PRIOR TO FABRICATION SUBMIT AS A MINIMUM THE SHOP

DRAWINGS AND SUBMITTALS INDICATED IN THE SPECIFICATIONS

AND DEFERRED SUBMITTALS REQUIREMENTS TO THE

CONTRACTING OFFICER FOR REVIEW AND COMMENT:

REVIEW OF SHOP DRAWINGS BY THE CONTRACTING OFFICER

IS FOR THE PURPOSE OF GENERAL COMPLIANCE WITH THE

CONTRACT DOCUMENTS. ALL ERRORS IN DETAILING, FABRICATION,

AND CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING

COORDINATION WITH OTHER TRADES ARE THE RESPONSIBILITY OF

THE CONTRACTOR. SHOP DRAWING SUBMITTALS PROCESSED BY

THE ENGINEER DO NOT CONSTITUTE CHANGE ORDERS. ANY

PROPOSED CHANGES MUST BE SUBMITTED IN A LETTER OR DETAIL

TO THE CONTRACTING OFFICER FOR APPROVAL.

DESIGN BASIS: SYMBOLS:

SHOP DRAWINGS/SUBMITTALS:ABBREVIATIONS:

S Y

M D

E S

C R

O N

D A

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

S E

N G

E R

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

M A

E C

O R

P S

S T

A T

H E

R R

Y P

T N

AS NOTED

17 JUNE 2024

P M

C h e rr y P o in t_ R e p a ir

/R E

P A

S tr u c tu ra l_

.r v t

S-002

R E

P A

E N

T R

A L

H E

A T

N T

U C

T U

R A

L N

AKW

12892446

LGG LGG

W O

S -0

1.0.1

1.0.2

1.0.3

1.0.4

1.0.5

1.0.6

1.0.7

1.0.8

1.0.9

1.0.10

1.0.11

1.0.12

1.0.13

1.0.14

3.0.9

3.0.10

3.0.11

4.0.1

4.0.2

4.0.3

4.0.4

4.0.5

4.0.6

4.0.7

4.0.8

4.0.9

4.0.10

4.0.11

4.0.12

2.0.1

2.0.2

2.0.3

2.0.5

2.0.6

2.0.7

2.0.4

3.2.1

3.2.2

3.2.3

3.2.4

3.2.5

3.2.6

3.2.7

3.2.8

3.2.9

3.1

STRUCTURAL NOTES

DRAWINGS WILL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

NO PIPES OR DUCTS WILL BE PLACED IN STRUCTURAL MEMBERS UNLESS

SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER & CONTRACTING

OFFICER.

ALL REINFORCING BARS WILL BE PROVIDED WITH THE FOLLOWING CONCRETE

COVER:

SLAB ON GRADE REINFORCEMENT WILL BE POSITIONED AT MID-DEPTH.

SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING REBARS ARE

REQUIRED WHEN NOTED IN THE LIST OF REQUIRED SHOP DRAWINGS.

1 1/2" 3/4"

CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH:...................................................... 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

NO.6 THROUGH NO.18 BAR ........................................... 2"

NO.5 BAR, W31 OR D31 WIRE, AND SMALLER ......1 1/2"

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS, WALLS, JOISTS:

NO.14 AND NO.18 BAR

NO.11 BAR AND SMALLER

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS........... 3"

3.0.1 DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS WILL BE IN

ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES, ACI 315-LATEST ADOPTED EDITION.

3.0.2 ALL REINFORCING WILL BE ADEQUATELY SUPPORTED TO PREVENT

DISPLACEMENT BY CONCRETE PLACEMENT OR WORKERS.

3.0.3 ALL REINFORCING BARS EXCEPT BARS TO BE WELDED WILL CONFORM TO THE

"STANDARD SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR

CONCRETE REINFORCEMENT", ASTM A615 GRADE 60. BARS TO BE WELDED

WILL CONFORM TO ASTM A706.

3.0.4 WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH "STRUCTURAL

WELDING CODE-REINFORCING STEEL", AWS D1.4. REINFORCING STEEL TO BE

WELDED WILL HAVE A MAXIMUM CARBON EQUIVALENT (CE) OF 0.75. SPECIAL

INSPECTION IS REQUIRED. TESTING IS REQUIRED FOR ALL WELDS THICKER

THAN 5/16".

3.0.5 WHERE CONTINUOUS BARS ARE CALLED OUT IN FOOTINGS OR GRADE BEAMS,

SPLICES MAY BE USED. WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN

CONTINUOUS AT CONTRACTOR'S OPTION.

3.0.6 ALL REINFORCING BAR BENDS WILL BE MADE COLD.

3.0.7 UNLESS OTHERWISE SHOWN, WALL VERTICAL REINFORCING WILL BE

POSITIONED AT THE CENTER OF THE WALL.

3.0.8 DOWELS BETWEEN GRADE BEAMS AND WALLS WILL BE THE SAME GRADE, SIZE,

AND SPACING AS VERTICAL REINFORCING.

ALL COLUMN ENDS TO BE MILLED.

3.1.11 PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB ON GRADE AS SHOWN

ON PLANS UNLESS SPECIFIED OTHERWISE. LOCATION OF JOINTS NOT

SPECIFICALLY INDICATED WILL BE REVIEWED BY THE STRUCTURAL ENGINEER &

CONTRACTING OFFICER PRIOR TO PLACING REINFORCING STEEL.

3.1.12 NON-SHRINK GROUT WILL BE FROM A PRODUCT THAT SPECIFIES A MINIMUM

COMPRESSIVE STRENGTH AT 28 DAYS OF 7,000 psi PER ASTM C109. GROUTING

OF BASE PLATES PRIOR TO PLUMBING OF COLUMN IS NOT PERMITTED.

3.1.13 PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., WILL BE

FORMED WITH A 3/4" CHAMFER OR TOOLED EDGE, UNLESS OTHERWISE NOTED.

3.1.14 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT

TO FREEZING TEMPERATURES WHILE WET, WILL HAVE A WATER CEMENT RATIO

NOT EXCEEDING 0.45 BY WEIGHT AND WILL CONTAIN ENTRAINED AIR PER ACI

613. SUCH CONCRETE WILL INCLUDE EXTERIOR SLABS, PERIMETER

FOUNDATIONS, EXTERIOR CURBS, ETC.

3.1.1 CEMENT WILL CONFORM TO ASTM C150, TYPE II / V

3.1.2 AGGREGATES FOR NORMAL WEIGHT CONCRETE WILL CONFORM TO ASTM C33, 1

1/2" MAXIMUM SIZE.

3.1.3 ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER &

CONTRACTING OFFICER. ADMIXTURES USED TO INCREASE THE WORKABILITY

OF THE CONCRETE WILL NOT REDUCE THE STRENGTH OF CONCRETE. FLY ASH

(POZZOLAN) IF PERMITED BY SPECIFICATIONS WILL NOT EXCEED 25% FOR SLAB

ON GRADE AND 25% FOR ALL OTHER CONCRETE.

3.1.4 THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD

BATCH, WILL BE SUBMITTED TO THE ENGINEER OF RECORD & CONTRACTING

OFFICER FOR REVIEW PRIOR TO ORDERING CONCRETE.

3.1.5 READY-MIX CONCRETE WILL BE MIXED AND DELIVERED IN ACCORDANCE WITH

ASTM C94.

3.1.6 ALL REINFORCING BARS AND INSERTS WILL BE SECURED IN PLACE PRIOR TO

PLACING CONCRETE.

3.1.7 CONDUITS EMBEDDED HORIZONTALY IN THE SLAB WILL HAVE AN OUTSIDE

DIAMETER NO GREATER THAN 1/3 THE THICKNESS OF THE SLAB. CONDUIT WILL

NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3 1/2" THICK. EXCEPT FOR

LOCAL OFFSETS, MIN. CLEAR DISTANCE BETWEEN CONDUITS WILL BE 6".

3.1.8 NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE WILL BE

GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS WILL BE

REPAIRED PRIOR TO EMBEDMENT.

3.1.9 ALL CONCRETE WILL HAVE A MAXIMUM DRY DENSITY OF 150 pcf.

3.1.10 MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS.

SLAB ON GRADE

BEAMS, COLUMNS & ELEVATED SLABS

MIN. f'c

4,000 psi

FOUNDATIONS & ALL OTHER 4,000 psi

CHEMICAL ANCHOR SYSTEMS:

ALL ADHESIVE ANCHOR INSTALLATIONS WILL COMPLY WITH MANUFACTURER'S

WRITTEN INSTRUCTIONS AND SPECIFICATIONS, INCLUDING ANY ICC-ES

REPORTS.

ADHESIVE WILL ONLY BE APPLIED TO DRY SURFACES.

A. CONCRETE: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN

ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH PROVISIONS OF OF

ICC-ES AC308. ANCHOR SYSTEM SHOULD BE APPROVED FOR USE IN

CRACKED CONCRETE AND SEISMIC DESIGN CATEGORIES A-F PER

SECTION 2.0 OF THE ICC-ES EVALUATION SERVICES REPORT. ANCHOR

SYSTEM WILL BE INSTALLED PER REQUIREMENTS OF THE ICC-ES

EVALUATION SERVICES REPORT FOR SPECIFIC ANCHOR, AND AS

REQUIRED BY THE MANUFACTURER.

GROUT-FILLED MASONRY UNITS: USE ONLY ADHESIVE ANCHOR

SYSTEMS THAT HAVE BEEN ISSUED AN ICC-ES REPORT IN

ACCORDANCE WITH PROVISIONS OF ISS-ES AC58. ANCHOR SYSTEMS

WILL BE INSTALLED PER REQUIREMENTS OF ICC-ES EVALUATION

SERVICES REPORT FOR THE SPECIFIC ANCHOR, AND AS REQUIRED BY

THE MANUFACTURER.

ANCHOR RODS:

REINFORCEMENT BARS: ASTM A615 GRADE 60 STEEL.

THE FOLLOWING INSTRUCTIONS ARE MINIMUM REQUIREMENTS AND

DO NOT SUPERSEDE ANY INSTRUCTIONS OR REQUIREMENTS FROM

THE CONTRACTOR'S SELECTED MANUFACTURER. CONTRACTOR TO

SUBMIT SELECTED ANCHOR PRODUCT FOR REVIEW AND APPROVAL.

A. WIDE FLANGE

B. ANGLES AND CHANNELS

C. PLATES

D. HSS (RECTANGULAR)

E. ANCHOR BOLTS

ASTM F992 (Fy=50 ksi) ASTM A36 (Fy=36 ksi) ASTM A36 (Fy=36 ksi) ASTM A500 GRADE B (Fy=46 ksi)

ASTM F1554 GRADE 55 AT GRAVITY

COLUMN

THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS WHEN PROVIDED)

ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCY

FOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, SPECIFICATIONS

TAKE PRECEDENCE, HOWEVER THE MATTER WILL BE PROMPTLY SUBMITTED

TO THE SEOR FOR CLARIFICATION. ANY WORK PERFORMED BY THE

CONTRACTOR WITHOUT SUCH A CLARIFICATION WILL BE AT CONTRACTOR'S

OWN RISK AND EXPENSE.

EXAMINE THE STRUCTURAL DRAWINGS AND THE SPECIFICATIONS AND

NOTIFY THE ENGINEER & CONTRACTING OFFICER OF ANY DISCREPANCIES

IN ELEVATIONS, DIMENSIONS, AND SITE CONDITIONS INCLUDING ERRORS

BEFORE PROCEEDING WITH ANY WORK. OMISSIONS AND CONFLICTS

BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS (AND

SPECIFICATIONS) WILL BE RESOLVED IN WRITING WITH THE

ENGINEER/ARCHITECT & CONTRACTING OFFICER PRIOR TO START OF WORK.

THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND

THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES WILL INCLUDE,

BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY

THE ARCHITECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE

MEASURES.

TYPICAL DETAILS WILL BE USED WHENEVER APPLICABLE

WHETHER SPECIFICALLY REFERENCED OR NOT.

REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR

THE FOLLOWING:

ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION,

UNLESS OTHERWISE NOTED.

INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE

CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED

STRUCTURES, UTILITIES, ETC., AND IMMEDIATELY NOTIFY THE

ARCHITECT/ENGINEER & CONTRACTING OFFICER OF ANY SITE CONDITIONS

NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR

MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES,

ADVERSE SOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED

FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.

CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, WILL BE

SPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE

LOADS. PROVIDE SHORING AND BRACING WHERE CONSTRUCTION LOADING

EXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS OR THE

STRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOT

COMPLETE.

DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE

EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME

CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A

RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING

UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

THE CAD DRAWING FILES ARE THE PROPERTY OF NAVFAC AND WILL NOT

BE RELEASED TO THE CONTRACTOR OR SUBCONTRACTOR FOR THEIR

USE.

STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL

DRAWINGS BY: STANTEC

A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESS

OTHERWISE NOTED.

B. SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARING

PARTITIONS.

C. SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED

AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS,

ETC., EXCEPT AS SHOWN.

D.…

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File details come from the government source that posted it. Updated Jul 19, 2024.