Attchment_B_1782194_Dwgs.pdf

PDF 8 MB Posted Aug 6, 2026

Attached to: SP-91 Secure Rooms 119B and 119C
Solicitation number: N4008526R0251
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 6, 2026

This is a comprehensive set of construction design drawings for the SP-91 Secure Room renovation project at Naval Station Norfolk, Virginia, dated July 21, 2026 (final). The project involves the renovation of rooms 119B and 119C within an existing building to create secure conference and server room spaces.

The scope of work encompasses structural modifications including a new exterior concrete landing and egress ramp with shallow spread footings and stem walls; light gauge steel framing for interior partitions with acoustic insulation rated for fire protection (ranging from 50 to 1 hour STC ratings); demolition and installation of doors and windows with specific security and sound attenuation requirements; mechanical systems including mini-split HVAC units with ceiling cassette indoor units and associated ductwork; fire alarm and suppression system modifications with new sprinkler installation to NFPA 13 light hazard standards; electrical work including new lighting fixtures (LED troffers and exit signs), receptacles, panelboards, and control systems; telecommunications infrastructure with CAT6 STP cabling for SIPR classified data; and special security systems including electronic locks, access control card readers, and motion detection. The design includes 49 drawing sheets covering civil, structural, architectural, mechanical, electrical, fire protection, and telecommunications disciplines with detailed schedules, specifications, and installation details for all building systems and components.

View the file

Other files

File	Type	Posted
General Reqs SP-91 REV2.pdf	PDF	Aug 20, 2026
N4008526R0251 Amendment_0002.pdf	PDF	Aug 20, 2026
Attachment_K_ Site Visit SP-91Site Visit SP-91.pdf	PDF	Aug 20, 2026
Attachment_I_Acknowledgment_of_Amendments.pdf	PDF	Aug 6, 2026
General Reqs SP-91 REV1.pdf	PDF	Aug 6, 2026
Attachment_H_BID Schedule.pdf	PDF	Aug 6, 2026
Attachment_F_Pre_Proposal_Inquiry_(PPI)_Form.xlsx	XLSX spreadsheet	Aug 6, 2026
Attachment_C_General Decision Number VA20260160REV2.pdf	PDF	Aug 6, 2026
Attachment_A_1782194_Specs.pdf	PDF	Aug 6, 2026
General Reqs SP-91.pdf	PDF	Aug 6, 2026
N4008526R0251 Amendment_0001.pdf	PDF	Aug 6, 2026
Attachment_J_Additional Clauses and Provisions.pdf	PDF	Aug 6, 2026
Attachment_G_PIEE_Vendor_Access_Instructions.pdf	PDF	Aug 6, 2026
Attachment_E_ODP.xlsx	XLSX spreadsheet	Aug 6, 2026
Attachment_D_SECNAV 5512 Fillable AA_2027_ML.pdf	PDF	Aug 6, 2026

Show all 15

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

WILLOUGHBY BAY

NAVAL SUPPORT

ACTIVITY

U.S. NAVAL STATION

SEWELLS POINT

NORFOLK

U.S. NAVAL

AIR STATION

CHESAPEAKE BAY

LITTLE CREEK

U.S. NAVAL

AMPHIBIOUS BASE

VA BEACH

OCEANA

NAVAL AIR

STATION

CHESAPEAKE

SOUTHERN BRANCH

EASTERN BRANCH

ST. JULIEN'S CREEK

U.S. NAVAL ANNEX

ELIZABETH RIVER

58 460

PORTSMOUTH

U.S. ARMY CRANEY

ISLAND DISPOSAL AREA

NANSEMOND RIVER

WESTERN BRANCH

CRANEY

ISLAND NAVY

DEPOT

PROJECT SITE

PLAN

NORTH

PLAN

NORTH

WILLOUGHBY BAY

GATE 4

PROJECT

SITE

7TH AVE

A STREET

8TH AVE

LUMBER LN

9TH AVE

10TH AVE

B STREET

LUMBER LN

10TH AVE

12TH AVE

GATE 10

RIDGEWELL AVE

DUVALL ST

RIPPARD AVE

ATWOOD AVE

COLEMAN AVE

PHILLIP AVE

MASON CREEK RD

BAY AVE

E D STREET

BELLINGER BLVD

NAVAL STATION - NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MID-ATLANTIC

RESIDENT OFFICER IN CHARGE OF CONSTRUCTION

NORFOLK, VIRGINIA

07/21/2026 - FINAL

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.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:3 7:

M C

:\R ev it

L oc al

F ile s\

4- A-

_r ic ha rd

.c or bi n1

.rv t

GI001

-9

C U

R E

R O

O M

C O

S H

SLG

12950303

KAS KAS

06/29/2026

ABP/RLC

1782194

N/A

N O

, V

O N

N O

J. MILLER, PE

AMANDA PILLO, R.A.

G I0

COMNAVSAFECOM

SP-91 SECURE ROOM 119B AND 119C

LOCATION MAPVICINITY MAP

DOOR NUMBER

(REFER TO DOOR SCHEDULE)

DOOR TAG

GENERAL PROJECT SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

SPECIALITY ITEM NUMBER

SPECIALITY ITEM TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE

INDICATOR

PARTITION IN PLAN

A1 A-301

- - - - - - - - - - - - - - - - - - - - - - - - - - - - A-401 INTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

EXTERIOR ELEVATION

INDICATOR

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1 A-301

WALL / PARTIAL

BUILDING SECTION

INDICATOR

SECTION NUMBER

SHEET WHERE DRAWN

A1 A-301

BUILDING SECTION

INDICATORA1

A-301

BUILDING

234B

ROOM

101 ROOM IDENTIFIER

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL

INDICATOR

ROOM NAME

ROOM NUMBER

A-901 PHOTOGRAPH

INDICATOR

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A-501

VIEW NUMBERSHEET

BACK-REFERENCE

VIEW BACK-REFERENCE

ENLARGED PLAN NUMBERSHEET

BACK-REFERENCE

VIEW BACK-REFERENCE

KEYNOTE INDICATOR

KEYNOTE NUMBER

PLAN NUMBER

A1 SCALE: 1/8" = 1'-0"

PLAN TITLE A1A1

A-101

ENLARGED PLAN

SCALE: 1/4" = 1'-0" A1 DETAIL/SECT/ELEV

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

A-101

SECTION NUMBER

SHEET WHERE DRAWN

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.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:5 1:

M C

:\R ev it

L oc al

F ile s\

4- A-

_r ic ha rd

.c or bi n1

.rv t

GI002

-9

C U

R E

R O

O M

O F

SLG

12950304

KAS KAS

06/29/2026

ABP/RLC

1782194

N/A

N O

, V

O N

N O

J. MILLER, PE

AMANDA PILLO, R.A.

G I0

COMNAVSAFECOM

LIST OF SHEETS

SHEET NO.

NAVFAC DWG. NO. SHEET TITLENO. SHEET

GENERAL

1 GI001 12950303 COVER SHEET

2 GI002 12950304 LIST OF SHEETS

3 GI003 12950305 BUILDING CODE ANALYSIS

4 GI101 12950306 FIRST FLOOR PLAN - LIFE SAFETY

CIVIL

5 C-001 12950307 CIVIL GENERAL NOTES

6 CD101 12950308 EXISTING CONDITIONS & CIVIL DEMOLITION PLAN

7 CS101 12950309 CIVIL SITE PLAN

8 C-501 12950310 CIVIL DETAILS & PARTIAL PLAN VIEW

9 C-502 12950311 EROSION & SEDIMENT CONTROL DETAILS

STRUCTURAL

10 S-001 12950312 STRUCTURAL SYMBOLS, LEGENDS, ABBREVAITIONS AND NOTES

11 S-101 12950313 FOUNDATION AND WALL PLAN - RAMP & LANDING

12 S-501 12950314 DETAILS - CONCRETE RAMP & LANDING

13 S-502 12950315 DETAILS - EXTERIOR DOOR FRAMING DETAILS

ARCHITECTURE

14 A-001 12950316 ARCHITECTURAL NOTES AND SYMBOLS

15 AD401 12950317 ENLARGED FIRST FLOOR PLAN - DEMO

16 AD402 12950318 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN - DEMO

18 AE401 12950320 ENLARGED FIRST FLOOR PLAN

18 AD901 12950319 PHOTOGRAPHS

19 AE402 12950321 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN

20 AE403 12950322 RAMP PLAN, ELEVATIONS, SECTION, AND DETAIL

21 AE510 12950323 INTERIOR PARTITION TYPE SCHEDULE AND DETAILS

22 AE601 12950324 DOOR SCHEDULE AND DETAILS

23 AE602 12950325 WINDOW SCHEDULE AND DETAILS

INTERIORS

24 AG401 12950326 SIGNAGE PLAN, TYPICAL SIGNAGE DETAILS, SIGNAGE SCHEDULE

25 AG502 12950327 TYPICAL SIGNAGE DOORWAY LOCATIONS

FIRE PROTECTION

26 FD401 12950328 FIRE ALARM AND FIRE SUPPRESSION DEMO NOTES

27 FA401 12950329 ENLARGED FIRST FLOOR PLAN - FIRE ALARM

28 FX401 12950330 ENLARGED FIRST FLOOR PLAN - FIRE SUPPRESSION

MECHANICAL

29 M-001 12950331 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

30 MD401 12950332 ENLARGED MECHANICAL FLOOR PLAN - DEMOLITION

31 MH401 12950333 ENLARGED FIRST FLOOR PLAN - DUCTWORK

32 MI501 12905334 MECHANICAL DETAILS

33 MI601 12905335 MECHANICAL SCHEDULES

ELECTRICAL

34 E-001 12950336 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

35 ED401 12950337 ENLARGED FIRST FLOOR LIGHTING PLAN - DEMOLITION

37 ED402 12950338 ENLARGED FIRST FLOOR POWER PLAN - DEMOLITION

37 ED701 12905339 PANEL SCHEDULE - DEMOLITION

38 EL401 12905340 ENLARGED FIRST FLOOR PLAN - LIGHTING

39 EL501 12905341 LIGHTING DIAGRAMS AND DETAILS

40 EL502 12905342 LUMINAIRE SCHEDULE

41 EP401 12905343 ENLARGED FIRST FLOOR PLAN - POWER

42 EP701 12905344 PANELBOARD SCHEDULES

TELECOMMUNICATIONS

43 T-001 12950345 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

44 TN401 12950346 ENLARGED FIRST FLOOR PLAN - TELECOMMUNICATIONS

45 TN501 12950347 TYPICAL TELECOMMUNICATIONS OUTLET DETAILS

46 TN601 12950348 SIPR DATA TELECOMMUNICATIONS RISER DIAGRAM

47 TY101 12950349 PARTIAL FIRST FLOOR PLAN - SPECIAL SYSTEMS

48 TY401 12950350 ENLARGED SECURE ROOM ENLARGED PLAN

49 TY501 12950351 SPECIAL SYSTEMS DETAILS

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:

ARCHITECTURAL BARRIERS ACT ACCESSIBLITY STANDARD (ABAAS) 2006

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) 2014

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

GENERAL NOTES

GOVERNING REGULATIONS

APPLICABLE CODES, STANDARD, AND DESIGN CRITERIA

STANDARD TITLE REVISION DATE NOTES

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS 18 OCTOBER 2019 --

UFC 3-600-01* FIRE PROTECTION ENGINEERING FOR FACILITIES -- --

IBC INTERNATIONAL BUILDING CODE 2024 APPLICABLE CHAPTERS PER UFC

1-200-01; MEANS OF EGRESS

SHALL BE BASED UPON THE LIFE

SAFETY CODE

NFPA 13 STNANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS

2025 --

--NFPA 72 NATIONAL FIRE ALARM SIGNALING CODE 2025

NFPA 101 LIFE SAFETY CODE (LSC) 2024

* UFC 3-600-01 GENERALLY REQUIRES CONSTRUCTION ISSUES TO COMPLY WITH IBC CRITERIA AND LIFE SAFETY/EGRESS ISSUES TO MEET THE REQUIREMENTS OF LSC. CONFLICTS BETWEEN THE IBC AND LSC RELATED TO FIRE RESISTANCE ARE REQUIRED TO COMPLY WITH LSC

CRITERIA AND APPLICABLE PROVISIONS OF THE UFC CODE (UFC 3-600-01 § 2-1.1).

OCCUPANCY CLASSIFICATIONS

BUSINESS

LSC

DESCRIPTION OF USE

IBC

BUSINESS

USE AND OCCUPANCY CLASSIFICATIONS

OCCUPANT LOAD FACTOR

(FT2/PER PERSON)

USE

BUSINESS

INCIDENTAL ASSEMBLY 15

APPLICABLE OCCUPANT LOAD FACTORS

OFFICE, SERVER

ROOM , CLERK ROOM

CONFERENCE

SECURE ROOM

BUSINESS

ASSEMBLY

STORAGE

CONTRACT AREA TOTAL

1,295

-- 12,976 -- 66

AREA OCCUPANCY APPROX. AREA (SF) OCCUPANT LOAD

FACTOR

OCCUPANT LOAD

FIRST FLOOR

NUMBER OF EXITS AND CAPACITY

FLOOR LEVEL

FIRST FLOOR

REQUIRED

EXIT CAPACITY

AVAILABLE

EXIT CAPACITY

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

17.4" 4 - 34" WIDE DOORS 2 3

CALCULATED OCCUPANT LOADS PER LSC

COMMON PATH OF TRAVEL

SPRINKLERED BUSINESS OCCUPANCIES (LSC 28.2.5)

100 FEET 56'-0"

DEAD END PATH OF TRAVEL

SPRINKLERED BUSINESS OCCUPANCIES (LSC 28.2.5.1.3)

50 FEET N/A

TOTAL TRAVEL DISTANCE

SPRINKLERED BUSINESS OCCUPANCIES (LSC 28.2.6.2)

400 FEET 72'-6"

LIFE SAFETY ANALYSIS FOR CONTRACT AREA

COMMON PATH, DEAD END, & TOTAL TRAVEL DISTANCE ANALYSIS FOR RESIDENTIAL USE

REQUIRED ACTUALTRAVEL DISTANCE REQUIREMENT

INCIDENTAL STORAGE 500

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.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:1 3:

M C

:\R ev it

L oc al

F ile s\

4- F-

_r ic ha rd

.c or bi n1

.rv t

GI003

-9

C U

R E

R O

O M

G C

O D

HPN

12950305

MWB DMH

ABP/RLC

1782194

N O

, V

O N

N O

J. MILLER, PE

R O

N O

G I0

COMNAVSAFECOM

ROOM / ZONE AREA

OCCUPANCY,

ALLOWABLE AREA PER

OCCUPANT

OCCUPANCY LOAD (PEOPLE)

OCCUPANCY, TYPE

A - ASSEMBLY

B - BUSINESS

S - STORAGE

1500 SF

B 15

N: EXIT NUMBER

W: NET EXIT WIDTH (INCHES)

C: CAPACITY (PEOPLE)

P: EXIT WIDTH PER PERSON

A: ACTUAL EGRESS (PEOPLE)

SYMBOL DESCRIPTION

AREA NOT IN CONTRACT

COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

TD = X'-XX"

W C

P A

CPT = X'-XX"

TD1

72' - 6"

CP1

56' - 0"

SERVER ROOM

119C

OFFICE

119D SECURE ROOM

119E

CONFERENCE

119B

CLERK ROOM

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.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:1 3:

M C

:\R ev it

L oc al

F ile s\

4- F-

_r ic ha rd

.c or bi n1

.rv t

GI101

-9

C U

R E

R O

O M

R P

HPN

12950306

MWB DMH

ABP/RLC

1782194

N O

, V

O N

N O

J. MILLER, PE

R O

N O

G I1

COMNAVSAFECOM

TRAVEL DISTANCE SUMMARY

ID ACTUAL MAXIMUM

CP1 56' - 0" 100'

TD1 72' - 6" 400'

OCCUPANCY TABLE SUMMARY

USE

OCCUPIED

AREA

OCCUPANT LOAD

FACTOR (SF PER

OCCUPANT)

OCCUPANT

LOAD

BUSINESS 1195 SF 150 11

STORAGE 512 SF 500 2

ASSEMBLY 791 SF 15 53

TOTAL 66

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

LIFE SAFETY LEGEND

SCALE: 1/4" = 1'-0"1 FIRST FLOOR PLAN - LIFE SAFETY

SURVEY CONTROL POINTS

EROSION AND SEDIMENT CONTROL GENERAL NOTES

CIVIL ABBREVIATIONS CIVIL LEGEND

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

K D

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

-9

R O

O M

C-001

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text

COMMUNICATION, TYP.

AutoCAD SHX Text

TREE / VEGETATION

AutoCAD SHX Text

SANITARY SEWER, TYP.

AutoCAD SHX Text

STORM SEWER, TYP.

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BITUMINOUS CONCRETE PAVEMENT (NEW)

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

NEW

AutoCAD SHX Text

WATER, TYP.

AutoCAD SHX Text

TEMPORARY BENCH MARK (CONTROL POINTS)

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

UNDERGROUND ELECTRICAL, TYP.

AutoCAD SHX Text

CURB

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

UNDERGROUND TELEPHONE, TYP.

AutoCAD SHX Text

NATURAL GAS, TYP.

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

UNDERGROUND STEAMLINE, TYP.

AutoCAD SHX Text

OVERHEAD ELECTRICAL, TYP.

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

SEWER CLEANOUT

AutoCAD SHX Text D

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text T

AutoCAD SHX Text

TBM XX

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

SAN

AutoCAD SHX Text

STM

AutoCAD SHX Text

GAS

AutoCAD SHX Text

DITCH CENTERLINE, TYP.

AutoCAD SHX Text

SITE VEGETATION, TYP.

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

AVE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

DIA

AutoCAD SHX Text E

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MEG

AutoCAD SHX Text

MIN

AutoCAD SHX Text

TBM

AutoCAD SHX Text

TYP

AutoCAD SHX Text W

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

WATER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

CURB INLET OR

AutoCAD SHX Text

TREE PROTECTION

AutoCAD SHX Text

POINT OF CONNECTION

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text A/C

AutoCAD SHX Text

ASBESTOS CEMENT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text C/O

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text W/

AutoCAD SHX Text

WITH

AutoCAD SHX Text S/W

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMMUNICATION

AutoCAD SHX Text

MON

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

BOTTOM OF CURB

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

RAD

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MISCALLENOUS SITE FEATURE / BOLLARD

AutoCAD SHX Text

XFR

AutoCAD SHX Text

AST

AutoCAD SHX Text

ABOVE GROUND STORAGE TANK

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

ORN

AutoCAD SHX Text

ORNAMENTAL

AutoCAD SHX Text

AST

AutoCAD SHX Text

ABOVEGROUND STORAGE TANK

AutoCAD SHX Text

XFR

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text (N.F.)

AutoCAD SHX Text

NOT FOUND

AutoCAD SHX Text

REQ'D

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

COMB.

AutoCAD SHX Text

COMBINATION

AutoCAD SHX Text

BOC

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

DOWN SPOUT (STORMWATER)

AutoCAD SHX Text

FDC

AutoCAD SHX Text

FIRE DEPARTMENT CONNECTION

AutoCAD SHX Text

ABDN

AutoCAD SHX Text

ABANDON

AutoCAD SHX Text

AFFF

AutoCAD SHX Text

AQUEOUS FILM FORMING FOAM

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

SSCO

AutoCAD SHX Text

SANITARY SEWER CLEANOUT

AutoCAD SHX Text

CLF

AutoCAD SHX Text

SWM

AutoCAD SHX Text

STORM WATER MANAGEMENT

AutoCAD SHX Text

PED.

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

GEN

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PVMT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

OWWO

AutoCAD SHX Text

OILY-WASTE WASTE-OIL

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

UST

AutoCAD SHX Text

UNDERGROUND STORAGE TANK

AutoCAD SHX Text M

AutoCAD SHX Text

METER

AutoCAD SHX Text

UNDERGROUND FUEL, TYP.

AutoCAD SHX Text

FIRE ALARM

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text W

AutoCAD SHX Text

ACRE

AutoCAD SHX Text

CUBIC FEET

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

EMERGENCY SPILLWAY

AutoCAD SHX Text

INV

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

COND.

AutoCAD SHX Text

CONDUIT

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

RCP

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

STRC.

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNKNOWN

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

PAVEMENT MARKINGS, TYP.

AutoCAD SHX Text

STD.

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

DCJ

AutoCAD SHX Text

DOWELED CONSTRUCTION JOINT

AutoCAD SHX Text

THICKENED-EDGE

AutoCAD SHX Text

REFERENCE TIES 1. SIDEWALK SW 2. SIDEWALK SW 3. LIGHT POLE

AutoCAD SHX Text

= 9.0 FT = 15.0 FT = 13.0 FT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TYPE OF MARK: ALUMINUM DISC. ALUMINUM DISC.

AutoCAD SHX Text REFERENCE DATA: HORIZONTAL DATUM: NAD83 (2011) EPOCH 2010.00 SPC VA SOUTH (ZONE 4502) VERTICAL DATUM: NAVD 1988 UNITS = U.S. FEET

AutoCAD SHX Text

NORF 18 ELEVATION = 12.16 N: 3,511,750.65 E: 12,131,812.65

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

SWITCH PAD (ELECTRICAL)

AutoCAD SHX Text

1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, SILT FENCE AND CONSTRUCTION ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, SILT FENCE AND CONSTRUCTION ENTRANCE (IF APPLICABLE) SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE ANY CLEARING OPERATIONS BEGIN. ANY CLEARING OPERATIONS BEGIN. CLEARING OPERATIONS BEGIN. 3. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS. ANY ADDITIONAL MEASURES DEEMED REQUIRED BY THE CONTRACTING OFFICER SHALL BECOME PART OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROPERTY. ALL FIELD CHANGES MUST BE APPROVED BY THE CONTRACTING OFFICER. 4. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 5. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM ERODING ONTO ADJACENT THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM ERODING ONTO ADJACENT PROPERTY, STREETS, DRAINAGE SYSTEMS, AND WATERWAYS. ALL DEVICES SHALL BE CLEANED OF MUD, DEBRIS, AND OTHER ERODED MATERIAL DURING THE SITE CLEARING AND DEVELOPMENT. INSPECTION OF DEVICES SHALL BE CONDUCTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS OR AT LEAST ONCE EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. ALL INSPECTION AND MAINTENANCE ACTIVITIES SHALL BE DOCUMENTED AND AVAILABLE FOR REVIEW AT THE CONTRACTING OFFICER'S REQUEST. 6. TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN SEVEN (7) DAYS AFTER REACHING FINAL TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN SEVEN (7) DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN FOURTEEN (14) DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. 7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF THE CLEARING AND EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF THE CLEARING AND CONSTRUCTION OPERATIONS AND AT A MAXIMUM FOR THE SPECIFIED TIME FOR EACH MEASURE AS IDENTIFIED IN THE VESC HANDBOOK, OR WHEN FULL STABILIZATION HAS OCCURRED FOR THE ENTIRE SITE. A FINAL INSPECTION BY THE CONTRACTING OFFICER SHALL DETERMINE WHEN THIS FACT IS ACCOMPLISHED AND ALL TEMPORARY MEASURES AND DEVICES CAN BE REMOVED. 8. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR POLLUTANTS, INCLUDING THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR POLLUTANTS, INCLUDING BUT NOT LIMITED TO USING WATER OR CHEMICALS, LIMITING THE NUMBER OF VEHICLES ALLOWED ONSITE, MINIMIZING THE OPERATING SPEED OF ALL VEHICLES, ETC. ALSO, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DAILY SWEEPING SHOULD SEDIMENT ACCUMULATE ON PAVED SURFACES.

AutoCAD SHX Text

MINOR CONTOUR

AutoCAD SHX Text

MAJOR CONTOUR

AutoCAD SHX Text

AutoCAD SHX Text 7.51

AutoCAD SHX Text A. GENERAL GENERAL B. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY NAVFAC MIDLANT CODE PRW21B6 IN MAY 2026 AND THE TOPOGRAPHIC SURVEY WAS PERFORMED BY NAVFAC MIDLANT CODE PRW21B6 IN MAY 2026 AND AMENDED WITH HISTORICAL DATA WHICH HAS NOT BEEN FIELD VERIFIED. ALL EXISTING CONDITIONS INCLUDING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND NOTIFY THE CONTRACTING OFFICER OF ANY DEVIATIONS WHICH WILL IMPACT THE PROPOSED WORK. C. UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS AND SURFACE OBSERVATIONS UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS AND SURFACE OBSERVATIONS AND DOES NOT GUARANTEE THE EXISTENCE/NON-EXISTENCE, SIZE, TYPE OR LOCATION OF UNDERGROUND UTILITIES. LOCATION OF ALL UTILITIES IS THE RESPONSIBILITY OF THIS CONTRACTOR. D. COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" (SECTION COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" (SECTION 56-265.14 ET. SEQ., CODE OF VIRGINIA, 1950, AMENDED). E. ALL GRADE TRANSITIONS SHALL BE SMOOTH AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES UNLESS ALL GRADE TRANSITIONS SHALL BE SMOOTH AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES UNLESS OTHERWISE NOTED. SUBBASE DRAINAGE SHALL NOT BE RESTRICTED OR IMPEDED. F. ALL DISTURBED AND FINAL PAVED AREAS SHALL BE GRADED TO PROMOTE POSITIVE DRAINAGE. ALL DISTURBED AND FINAL PAVED AREAS SHALL BE GRADED TO PROMOTE POSITIVE DRAINAGE. G. ALL PAVEMENT PATCHES AND REPLACEMENT CURB SHALL BE FLUSH WITH ABUTTING FACILITIES. ALL PAVEMENT PATCHES AND REPLACEMENT CURB SHALL BE FLUSH WITH ABUTTING FACILITIES. H. SAWCUT PAVEMENT/SIDEWALKS FULL DEPTH ALONG STRAIGHT LINES PRIOR TO REMOVAL. SAWCUT PAVEMENT/SIDEWALKS FULL DEPTH ALONG STRAIGHT LINES PRIOR TO REMOVAL. I. RESTORE SURFACES DISTURBED DURING THE COURSE OF WORK TO MATCH EXISTING CONDITIONS. RESTORE SURFACES DISTURBED DURING THE COURSE OF WORK TO MATCH EXISTING CONDITIONS. J. REFERENCE BENCHMARK DETAILS FOR HORIZONTAL AND VERTICAL DATUMS. REFERENCE BENCHMARK DETAILS FOR HORIZONTAL AND VERTICAL DATUMS. K. REMOVE FREE WATER PRIOR TO STARTING FILL PLACEMENT. REMOVE FREE WATER PRIOR TO STARTING FILL PLACEMENT. L. PLUG OR CAP ALL ENDS OR OPENINGS OF THE WATER MAIN BEING ABANDONED. PLUG OR CAP ALL ENDS OR OPENINGS OF THE WATER MAIN BEING ABANDONED. M. PETROLEUM-CONTAMINATED SOIL OR GROUNDWATER ARE NOT ANTICIPATED ON THIS SITE, BUT IF PETROLEUM-CONTAMINATED SOIL OR GROUNDWATER ARE NOT ANTICIPATED ON THIS SITE, BUT IF ENCOUNTERED, COORDINATE DISPOSAL WITH NAVFAC MIDLANT ENVIRONMENTAL SERVICES (EV SERVICES) HAZMAT/WASTE DISPOSAL DEPARTMENT. ALL MATERIAL/WASTE TAKEN OFFSITE FOR DISPOSAL MUST HAVE A WASTE DETERMINATION PROFILE (BASED ON LABORATORY ANALYSIS) THAT HAS BEEN REVIEWED BY EV SERVICES HAZMAT/WASTE DISPOSAL. N. THE CONTRACTOR MUST COORDINATE THE WORK OF ALL TRADE. VERIFY ALL FIELD CONDITIONS, QUANTITIES THE CONTRACTOR MUST COORDINATE THE WORK OF ALL TRADE. VERIFY ALL FIELD CONDITIONS, QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. REFER TO CIVIL SITE PLANS SHEETS CS101 - CS107 FOR SPECIFIC INFORMATION. ANY DISCREPANCY MUST BE PROMPTLY BROUGHT TO ATTENTION OF THE CONTRACTING OFFICER.

AutoCAD SHX Text

ZZ.ZZ

AutoCAD SHX Text

PWD NORFOLK

AutoCAD SHX Text

NAVAL STATION NORFOLK

AutoCAD SHX Text

NAVAL SUPPORT ACTIVITY

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

COMNAVSAFECOM

AutoCAD SHX Text 06/29/26

AutoCAD SHX Text

ABP/RLC

AutoCAD SHX Text

J. MILLER, P.E.

AutoCAD SHX Text N/A

AutoCAD SHX Text 1782194

AutoCAD SHX Text N/A

AutoCAD SHX Text

CIVIL GENERAL NOTES

AutoCAD SHX Text

CEV

AutoCAD SHX Text

CEV

AutoCAD SHX Text

WHW

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12950307

AutoCAD SHX Text

W. WHITHAM. P.E.

AutoCAD SHX Text

LANDSCAPING AREA

AutoCAD SHX Text

"A" STREET

AutoCAD SHX Text

BLDG SP-367

AutoCAD SHX Text

BLDG SP-250

AutoCAD SHX Text

BLDG SP-12

AutoCAD SHX Text

BLDG SP-40

AutoCAD SHX Text

"A" STREET

AutoCAD SHX Text

FIFTH AVE

AutoCAD SHX Text

PARK CRESCENT

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

K D

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

-9

R O

O M

CD101

GENERAL SHEET NOTES

GRAPHIC SCALE

KEYNOTES

EXISTING CONDITIONS & CIVIL DEMOLITION PLAN

EROSION & SEDIMENTATION LEGEND

40'0' 1"=20'

20'10'

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text

XFR

AutoCAD SHX Text

XFR

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text

SP91

AutoCAD SHX Text

SP400

AutoCAD SHX Text

TWELFTH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PWD NORFOLK

AutoCAD SHX Text

NAVAL STATION NORFOLK

AutoCAD SHX Text

NAVAL SUPPORT ACTIVITY

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

COMNAVSAFECOM

AutoCAD SHX Text 06/29/26

AutoCAD SHX Text

ABP/RLC

AutoCAD SHX Text

J. MILLER, P.E.

AutoCAD SHX Text N/A

AutoCAD SHX Text 1782194

AutoCAD SHX Text N/A

AutoCAD SHX Text

EXISTING CONDITIONS & CIVIL DEMOLITION PLAN

AutoCAD SHX Text

CEV

AutoCAD SHX Text

CEV

AutoCAD SHX Text

WHW

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12950308

AutoCAD SHX Text

W. WHITHAM. P.E.

AutoCAD SHX Text

1. REMOVE TREES, BUSHES, AND GROUND COVER. GRADE REMOVE TREES, BUSHES, AND GROUND COVER. GRADE DISTURBED AREAS TO NEW GRADES. 2. REMOVE EXISTING CURB AND CURB & GUTTER. REMOVE TO REMOVE EXISTING CURB AND CURB & GUTTER. REMOVE TO THE NEAREST EXISTING JOINT. 3. REMOVE EXISTING CONCRETE SIDEWALK, REMOVE TO THE REMOVE EXISTING CONCRETE SIDEWALK, REMOVE TO THE NEAREST EXISTING JOINT. 4. PROVIDE EROSION AND SEDIMENT CONTROLS. PROVIDE EROSION AND SEDIMENT CONTROLS. 5. PROVIDE SILT FENCE AS SHOWN. PROVIDE SILT FENCE AS SHOWN.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1" = 20'-0"

AutoCAD SHX Text

PROVIDE INLET PROTECTION

AutoCAD SHX Text A. ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS. B. PROVIDE EROSION & SEDIMENT CONTROLS IN ACCORDANCE PROVIDE EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH PLANS & DETAILS. REFER TO SHEETS C-001 AND C-502 FOR NOTES AND DETAILS. C. UTILITY MANHOLES AND COVERS SHALL MATCH TO EXISTING UTILITY MANHOLES AND COVERS SHALL MATCH TO EXISTING FINAL GRADES UNLESS OTHERWISE NOTED. D. SAWCUT PAVEMENT WHEN MATCHING TO EXISTING PAVEMENT. SAWCUT PAVEMENT WHEN MATCHING TO EXISTING PAVEMENT. E. DIMENSIONS SHOWN ARE ROUNDED UP TO THE NEAREST FOOT. DIMENSIONS SHOWN ARE ROUNDED UP TO THE NEAREST FOOT. F. REFER TO THE STRUCTURAL PLANS FOR THE RAMP REFER TO THE STRUCTURAL PLANS FOR THE RAMP INFORMATION AND DETAILS

AutoCAD SHX Text

SPOT ELEVATION (TYP)

AutoCAD SHX Text

PROVIDE SILT FENCE

AutoCAD SHX Text

"A" STREET

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

K D

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

-9

R O

O M

CS101

GENERAL SHEET NOTES

GRAPHIC SCALE

KEYNOTES

CIVIL SITE PLAN

EROSION & SEDIMENTATION LEGEND

40'0' 1"=20'

20'10'

A5 S-501

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text

XFR

AutoCAD SHX Text

XFR

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text

SP91

AutoCAD SHX Text

SP400

AutoCAD SHX Text

TWELFTH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PWD NORFOLK

AutoCAD SHX Text

NAVAL STATION NORFOLK

AutoCAD SHX Text

NAVAL SUPPORT ACTIVITY

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

COMNAVSAFECOM

AutoCAD SHX Text 06/29/26

AutoCAD SHX Text

ABP/RLC

AutoCAD SHX Text

J. MILLER, P.E.

AutoCAD SHX Text N/A

AutoCAD SHX Text 1782194

AutoCAD SHX Text N/A

AutoCAD SHX Text

CIVIL SITE PLAN

AutoCAD SHX Text

CEV

AutoCAD SHX Text

CEV

AutoCAD SHX Text

WHW

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12950309

AutoCAD SHX Text

W. WHITHAM, P.E.

AutoCAD SHX Text

1. PROVIDE VDOT CG-2 CURB. REFER TO SHEET C-501 FOR PROVIDE VDOT CG-2 CURB. REFER TO SHEET C-501 FOR PARTIAL PLAN VIEW. MATCH TO EXISTING GRADE. 2. PROVIDE A TYPICAL 4" THICK CONCRETE SIDEWALK. WIDTH MAY PROVIDE A TYPICAL 4" THICK CONCRETE SIDEWALK. WIDTH MAY VARY AND SHOWN ON THE PLANS, THIS SHEET. 3. PROVIDE ACCESSIBLE CONCRETE RAMP AND DOOR LANDING. PROVIDE ACCESSIBLE CONCRETE RAMP AND DOOR LANDING. REFER TO PARTIAL PLAN VIEW ON SHEET C-501 FOR MORE INFORMATION. 4. PROVIDE TYPICAL CONCRETE RAMP, REFER TO STRUCTURAL PROVIDE TYPICAL CONCRETE RAMP, REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION AND DETAILS. 5. PROVIDE GRASS AREA AND GRADE TO DRAIN AND MATCH TO PROVIDE GRASS AREA AND GRADE TO DRAIN AND MATCH TO EXISTING GRADES AS NECESSARY.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1" = 20'-0"

AutoCAD SHX Text

PROVIDE INLET PROTECTION

AutoCAD SHX Text A. ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS. B. PROVIDE EROSION & SEDIMENT CONTROLS IN ACCORDANCE PROVIDE EROSION & SEDIMENT CONTROLS IN ACCORDANCE WITH PLANS & DETAILS. REFER TO SHEETS C-001 AND C-503 FOR NOTES AND DETAILS. C. UTILITY MANHOLES AND COVERS SHALL MATCH TO EXISTING UTILITY MANHOLES AND COVERS SHALL MATCH TO EXISTING FINAL GRADES UNLESS OTHERWISE NOTED. D. SAWCUT PAVEMENT WHEN MATCHING TO EXISTING PAVEMENT. SAWCUT PAVEMENT WHEN MATCHING TO EXISTING PAVEMENT. E. DIMENSIONS SHOWN ARE ROUNDED UP TO THE NEAREST FOOT. DIMENSIONS SHOWN ARE ROUNDED UP TO THE NEAREST FOOT. F. REFER TO THE STRUCTURAL PLANS FOR THE RAMP REFER TO THE STRUCTURAL PLANS FOR THE RAMP INFORMATION AND DETAILS

AutoCAD SHX Text

SPOT ELEVATION (TYP)

AutoCAD SHX Text

PROVIDE SILT FENCE

AutoCAD SHX Text

"A" STREET

AutoCAD SHX Text

"A" STREET

AutoCAD SHX Text

AutoCAD SHX Text F.F.E. = 13.80= 13.80

AutoCAD SHX Text

AutoCAD SHX Text 11.60

AutoCAD SHX Text 11.61

AutoCAD SHX Text 11.68

AutoCAD SHX Text 11.69

AutoCAD SHX Text 11.55

AutoCAD SHX Text 11.56

AutoCAD SHX Text

AutoCAD SHX Text 11.55

TC=12.05

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

K D

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

-9

R O

O M

C-501

GRAPHIC SCALE

PARTIAL PLAN VIEW

10'0' 1"=5'

TYPICAL CONCRETE SIDEWALK

TYPICAL GRASS AREA

TYPICAL NEW CURB AND GUTTER INSTALLATION DETAIL (MATCHING TO PAVEMENT)

KEYNOTES

TYPICAL DETECTABLE WARNING SURFACE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PWD NORFOLK

AutoCAD SHX Text

NAVAL STATION NORFOLK

AutoCAD SHX Text

NAVAL SUPPORT ACTIVITY

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

COMNAVSAFECOM

AutoCAD SHX Text 06/29/26

AutoCAD SHX Text

ABP/RLC

AutoCAD SHX Text

J. MILLER, P.E.

AutoCAD SHX Text N/A

AutoCAD SHX Text 1782194

AutoCAD SHX Text N/A

AutoCAD SHX Text

CIVIL DETAILS & PARTIAL PLAN VIEW

AutoCAD SHX Text

CEV

AutoCAD SHX Text

CEV

AutoCAD SHX Text

WHW

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12950310

AutoCAD SHX Text

W. WHITHAM. P.E.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1" = 5'-0"

AutoCAD SHX Text NOTES: 1. CONCRETE SHALL BE VDOT CLASS A3 (3000 PSI), 3-1/2" SLUMP (MAX.). CONCRETE SHALL BE VDOT CLASS A3 (3000 PSI), 3-1/2" SLUMP (MAX.). 2. COMPACT SUBGRADE AND BASE TO 95% OF MAXIMUM DRY DENSITY (3" MIN.). COMPACT SUBGRADE AND BASE TO 95% OF MAXIMUM DRY DENSITY (3" MIN.). 3. FINISH SHALL BE MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAFFIC UNLESS OTHERWISE DIRECTED. FINISH SHALL BE MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAFFIC UNLESS OTHERWISE DIRECTED. 4. 2" SMOOTH FINISH BORDER AROUND EACH SIDEWALK PANEL OR MATCH EXISTING BORDER. 2" SMOOTH FINISH BORDER AROUND EACH SIDEWALK PANEL OR MATCH EXISTING BORDER. 5. REFER TO CONCRETE JOINTS DETAIL THIS SHEET FOR SURFACE, CONTRACTION, AND EXPANSION JOINTS. REFER TO CONCRETE JOINTS DETAIL THIS SHEET FOR SURFACE, CONTRACTION, AND EXPANSION JOINTS. 6. ALL EXISTING EDGES SHALL BE SAWCUT. ALL EXISTING EDGES SHALL BE SAWCUT. 7. CROSS SLOPE OF PLANTING STRIP SHALL BE 2% (TYP.) AND 4:1 (MAX.).CROSS SLOPE OF PLANTING STRIP SHALL BE 2% (TYP.) AND 4:1 (MAX.).

AutoCAD SHX Text 2%

AutoCAD SHX Text

VARIES

AutoCAD SHX Text NOMINAL JOINT SPACING: WEAKENED PLANE JOINT AT 5' EXPANSION JOINT AT 25' (5W) OR AS INDICATED EXPANSION JOINT AT STRUCTURES, OBSTRUCTION, OR AS DIRECTED BY THE INSPECTOR.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONTRACTION JOINT REFER TO DETAIL THIS SHEET

AutoCAD SHX Text

EXPANSION JOINT REFER TO DETAIL THIS SHEET

AutoCAD SHX Text

SURFACE JOINT (TYP)

AutoCAD SHX Text

TYP CONCRETE SIDEWALK CLASS A3 CONCRETE

AutoCAD SHX Text

21A AGGREGATE (TYP)

AutoCAD SHX Text

COMPACT SUBGRADE & AGGREGATE TO 95% OF MAX. DRY DENSITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

4" MIN TOP SOIL CLASS B

AutoCAD SHX Text

BACK FILL WITH SELECT FILL MATERIAL

AutoCAD SHX Text

GENERAL SITE FILL MATERIAL

AutoCAD SHX Text NOTES: 1. TOPSOIL SHALL CONFORM TO VDOT RBS SECTIONS 244.02(B) AND 602. TOPSOIL SHALL CONFORM TO VDOT RBS SECTIONS 244.02(B) AND 602. 2. SELECT FILL MATERIAL SHALL CONFORM TO VDOT RBS SECTION 207 SELECT FILL MATERIAL SHALL CONFORM TO VDOT RBS SECTION 207 3. ADJUST ALL UTILITY MANHOLES, BOXES AND FIXTURES TO NEW GRADE.ADJUST ALL UTILITY MANHOLES, BOXES AND FIXTURES TO NEW GRADE.

AutoCAD SHX Text

TIFWAY 419 BERMUDA GRASS SOD (TYP)

AutoCAD SHX Text

EX OR NEW 4" SIDEWALK

AutoCAD SHX Text

GRADE TO DRAIN

AutoCAD SHX Text

MATCH TO EXISTING GRADE OF FEATURE

AutoCAD SHX Text

BITUMINOUS CONCRETE OVERLAY

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SAW CUT AT NEAREST JOINT (TYP)

AutoCAD SHX Text

NEW CURB & GUTTER OR EDGE OF PAVEMENT

AutoCAD SHX Text

EX BITUMINOUS OVER CONC PAVEMENT

AutoCAD SHX Text

MATCH EXISTING PAVEMENT SECTION

AutoCAD SHX Text

DO NOT UNDERMINE EXISTING BASE STONE

AutoCAD SHX Text

VDOT 21A AGGREGATE BASE- 95% COMPACTION

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text NEW CURB & GUTTER SPECIFICATIONS 1 VDOT SM-9.5D BITUMINOUS MIX (4000 PSI), MATCH EXISTING SECTION AND GRADES VDOT SM-9.5D BITUMINOUS MIX (4000 PSI), MATCH EXISTING SECTION AND GRADES 2 REFER TO NEW BITUMINOUS PAVEMENT DETAIL, (THIS SHEET) AS NECESSARY TO MATCH EXISTING GRADES. REFER TO NEW BITUMINOUS PAVEMENT DETAIL, (THIS SHEET) AS NECESSARY TO MATCH EXISTING GRADES. 3 VDOT CG-2 AND/OR CG-6 CURB & GUTTER. VDOT CG-2 AND/OR CG-6 CURB & GUTTER. 4 VDOT 21A AGGREGATE BASE MATERIAL. COMPACTED TO 98%. AS REQUIRED TO MATCH EXISTING GRADES. RE-COMPACT EXISTING GRADES TO A VDOT 21A AGGREGATE BASE MATERIAL. COMPACTED TO 98%. AS REQUIRED TO MATCH EXISTING GRADES. RE-COMPACT EXISTING GRADES TO A DEPTH OF MINIMUM 6". IN ACCORDANCE WITH ASTMD1557

AutoCAD SHX Text

1. PROVIDE EXPANSION JOINT. PROVIDE EXPANSION JOINT. 2. PROVIDE CONTRACTION JOINT. PROVIDE CONTRACTION JOINT. 3. PROVIDE DETECTABLE WARNING SURFACE REFER PROVIDE DETECTABLE WARNING SURFACE REFER TO DETAIL THIS SHEET. 4. PROVIDE VDOT CG-2 RETAINING CURB. PROVIDE VDOT CG-2 RETAINING CURB. 5. TRANSITION CURB TO MATCH EXISTING GRADE. TRANSITION CURB TO MATCH EXISTING GRADE. MATCH TO THE NEAREST EXISTING JOINT.

AutoCAD SHX Text 3/16"

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 1 5/8"

AutoCAD SHX Text 2 3/8"

AutoCAD SHX Text 5/8"

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text 7/16"

AutoCAD SHX Text 7/8"

AutoCAD SHX Text 1 7/16"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW.

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 12.39

AutoCAD SHX Text

MG (12.51)

AutoCAD SHX Text 12.22

AutoCAD SHX Text 11.69

AutoCAD SHX Text 12.18

AutoCAD SHX Text 1:12

AutoCAD SHX Text 1:50

AutoCAD SHX Text

ELEVATIONS SHOWN IS FOR THE SIDEWALK

AutoCAD SHX Text 11.61

AutoCAD SHX Text 11.77

AutoCAD SHX Text

TC-=12.27

AutoCAD SHX Text 11.81

AutoCAD SHX Text

TC=12.31

AutoCAD SHX Text 11.56

AutoCAD SHX Text 11.71

AutoCAD SHX Text

TC=12.21

AutoCAD SHX Text 11.63

AutoCAD SHX Text

TC=12.13

AutoCAD SHX Text 12.21

AutoCAD SHX Text

TC=12.21

AutoCAD SHX Text 12.13

AutoCAD SHX Text

TC=12.13

AutoCAD SHX Text 13.70

AutoCAD SHX Text 13.80

AutoCAD SHX Text 13.70

AutoCAD SHX Text 12.30

AutoCAD SHX Text 12.31

AutoCAD SHX Text

TC=12.31

AutoCAD SHX Text 12.19

TC=12.19

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

K D

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

-9

R O

O M

C-502

INLET PROTECTIONIP

SILT FENCE DETAILSF

AutoCAD SHX Text

PWD NORFOLK

AutoCAD SHX Text

NAVAL STATION NORFOLK

AutoCAD SHX Text

NAVAL SUPPORT ACTIVITY

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

COMNAVSAFECOM

AutoCAD SHX Text 06/29/26

AutoCAD SHX Text

ABP/RLC

AutoCAD SHX Text

J. MILLER, P.E.

AutoCAD SHX Text N/A

AutoCAD SHX Text 1782194

AutoCAD SHX Text N/A

AutoCAD SHX Text

EROSION & SEDIMENT CONTROL DETAILS

AutoCAD SHX Text

CEV

AutoCAD SHX Text

CEV

AutoCAD SHX Text

WHW

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12950311

AutoCAD SHX Text

W. WHITHAM. P.E.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SEDIMENT

AutoCAD SHX Text

RUNOFF WATER

AutoCAD SHX Text

WITH SEDIMENT

AutoCAD SHX Text

18" MIN.

AutoCAD SHX Text

WIRE MESH

AutoCAD SHX Text

FILTERED

AutoCAD SHX Text

WATER

AutoCAD SHX Text

GRAVEL (12"MIN. DEPTH)

AutoCAD SHX Text

PLAN VIEW SYMBOL

AutoCAD SHX Text

2. STAPLE WIRE FENCING TO THE POSTS.

AutoCAD SHX Text

4. BACKFILL AND COMPACT THE

AutoCAD SHX Text

EXCAVATED SOIL.

AutoCAD SHX Text

EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

AutoCAD SHX Text

3. ATTACH THE FILTER FABRIC TO THE WIRE

AutoCAD SHX Text

FENCE AND EXTEND IT INTO THE TRENCH.

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 4"

AutoCAD SHX Text

1. SET POSTS AND EXCAVATE A 4"X4"

AutoCAD SHX Text

TRENCH UPSLOPE ALONG THE LINE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

OF POSTS.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PLAN VIEW SYMBOL

W12X26

TOF X' - X"

FRAMING SIZE

EXISTING FRAMING SIZE

TOP OF FOUNDATION

COLUMN GRID MARK

TOC X' - X" TOP OF CONCRETE

TOS X' - X" TOP OF STEEL

X" TOP OF SLAB

SPOT ELEVATION

COMPACTED SUBGRADE / COMMON EARTH

NO.57 STONE

COMPACTED POROUS BACKFILL

CONCRETE

METAL

MASONRY VENEER

WORKING POINT

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.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\

4- S-

_a nd re w

.d .b ut le r2 .rv t

S-001

-9

C U

R E

R O

O M

U C

, L

D S, A

O N

D N

BSH

12950312

ADB ADB

06/29/2026

ABP/RLC

1782194

N/A

N O

, V

O N

N O

J. MILLER, PE

AMANDA PILLO, R.A.

S-

COMNAVSAFECOM

GENERAL STRUCTURAL NOTES

PLAN LEGEND

DESIGN CRITERIA NOTES

1. THE STRUCTURAL WORK TO BE PERFORMED UNDER THIS CONTRACT HAS

BEEN DESIGNED TO THE APPLICABLE DESIGN STANDARD AND/OR CRITERIA

OF THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. ACI 318-19, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”

B. AISI 100-16, "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS"

C. ASCE 7-22, “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES”

D. INTERNATIONAL BUILDING CODE 2024

E. INTERNATIONAL EXISTING BUILDING CODE 2024

F. UFC 1-200-01 (01 SEPTEMBER 2022, CH4 17 JUNE 2024), “DOD BUILDING CODE”

G. UFC 3-301-01 (11 APRIL 2023, CH5 JANUARY 2026), "STRUCTURAL

ENGINEERING"

H. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF

THESE STANDARDS AT THE CONTRACT AWARD DATE, UNLESS OTHERWISE

NOTED.

2. THE LATERAL LOAD RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS

PRIMARILY OF SHALLOW CONCRETE SPREAD FOOTINGS WITH CONCRETE

STEM WALLS, AND CONCRETE SLAB(S). THESE ELEMENTS PROVIDE FOR THE

LATERAL STRENGTH AND STABILITY OF THE COMPLETED STRUCTURE.

3. LIVE LOADS USED IN THE DESIGN OF THESE STRUCTURES ARE AS FOLLOWS:

A. SP-91 BUILDING

- LANDING AND RAMP = 100 PSF

- HANDRAIL AND GUARD SYSTEM = 200 LB (POINT LOAD)

1. GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:

A. PROVISION OF AN EXTERIOR CONCRETE LANDING AND EGRESS RAMP

WHICH INCLUDES SHALLOW SPREAD FOOTINGS, FOUNDATION WALLS,

AND SLAB.

B. PROVISION OF STRUCTURAL STEEL FRAMING TO INCLUDE JAMBS AND

HEADER FOR (1) EXTERIOR EGRESS DOOR.

STRUCTURAL ABBREVIATIONS

ARCH ARCHITECT, -URAL

B.P. BASE PLATE

BLDG BUILDING

BOD BOTTOM OF DECK

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRCG BRACING

C CHANNEL

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DEMO DEMOLISH

DOR DESIGNER OF RECORD

DIA (OR) Ø DIAMETER

DIM(S) DIMENSION(S)

DWGS DRAWINGS

E, EXIST EXISTING

E.W. EACH WAY

EA EACH

EF EACH FACE

EL, ELEV ELEVATION

EQ, EQUIV EQUAL, EQUIVALENT

EXP EXPANSION

F'C COMPRESSIVE STRESS

FDN FOUNDATION

FF EL FINISHED FLOOR ELEVATION

FOS FACE OF SLAB

FS FAR SIDE

FY ALLOWABLE YIELD STRESS

GA GAUGE

HDG, GALV HOT DIPPED GALVANIZED

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SHAPES

IAW IN ACCORDANCE WITH

INFO INFORMATION

INT INTERIOR

JT JOINT

KSI KILOPOUNDS (KIPS) PER SQUARE INCH

L ANGLE

LB, LBS POUNDS

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

MATL MATERIAL

MAX MAXIMUM

MD METAL DECK

MFR MANUFACTURER

MIN MINIMUM

MOS MID-DEPTH OF SLAB

MPH MILES PER HOUR

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OPH OPPOSITE HAND

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RE, REF REFERENCE

REINF REINFORCE, -MENT

REQD REQUIRED

SF SQUARE FEET

SIM SIMILAR

SPA SPACING

SPEC CONTRACT SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

T&B TOP & BOTTOM

THK THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING/FOUNDATION

TOS TOP OF STEEL

TS THICKENED SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/, W/O WITH, WITHOUT

~ , APPROX APPROXIMATELY

STRUCTURAL SYMBOLS

STRUCTURAL GENERAL SCOPE OF WORK

CAST-IN-PLACE CONCRETE NOTES

1. CONCRETE WORK MUST CONFORM TO THE REQUIREMENTS OF ACI 301-20,

"SPECIFICATION FOR STRUCTURAL CONCRETE". MIXING OPERATIONS, ETC.

MUST CONFORM TO ASTM C94. CONCRETE MUST BE MECHANICALLY

VIBRATED IN ACCORDANCE WITH ASTM 309R.

2. CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28 DAY

COMPRESSIVE STRENGTH (UNLESS OTHERWISE NOTED):

A. ELEVATED SLAB, WALLS, & FOOTINGS 4,000 PSI, 4 1/2" WITH AIR

B. SLUMP ±1/2" (MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS)

3. CONCRETE EXPOSED TO FREEZE/THAW CYCLE MUST HAVE 6% (±1 1/2%)

ENTRAINED AIR.

4. ALL EMBEDDED ITEMS MUST BE PROPERLY LOCATED, POSITIONED, AND

SECURED PRIOR TO PLACEMENT OF CONCRETE OR GROUT. NO "WET

SETTING" IS ALLOWED. DO NOT FIELD BEND BAR PARTIALLY EMBEDDED IN

HARDENED CONCRETE UNLESS INDICATED OR APPROVED BY THE

CONTRACTING OFFICER.

5. EXPOSED EXTERIOR CONCRETE MUST HAVE A BROOMED FINISH.

6. FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT

LEAST 70% OF ITS 28 DAY COMPRESSIVE STRENGTH. CONTRACTOR TO

PROVIDE ALL SHORING AND RESHORING.

7. EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE

CHAMFERED 3/4" UNLESS OTHERWISE NOTED.

8. SLOPE EXTERIOR SLAB(S) TO DRAIN. COORDINATE WITH CIVIL DRAWINGS AT

LOCATIONS WHERE STRUCTURAL WORK REQUIRES DEMOLITION OF EXISTING

SITE ELEMENTS (SIDEWALKS, ETC) AND AT WORK COMPLETION, PATCHING OF

THOSE ELEMENTS TO MATCH ADJACENT.

9. WALKWAYS, AND OTHER EXTERIOR ELEMENTS ARE NOT INDICATED ON THE

STRUCTURAL DRAWINGS. SEE THE CIVIL / SITE PLAN FOR LOCATIONS,

DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS.

1. REINFORCING MATERIALS MUST BE AS FOLLOWS:

A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED

2. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER

MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFORCING, AS

WELL AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE

WITH RECOMMENDATIONS IN ACI 318:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:

I. #6 AND LARGER BARS = 2”

I. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"

3. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION

AND DELIVERY OF REINFORCING STEEL.

4. LAP CONTINUOUS REINFORCING STEEL A MINIMUM OF EITHER 12" OR 36 X

DIAMETER OF THE BAR, WHICHEVER IS GREATER.

5. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION.

PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN

POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS MUST BE PROVIDED

FOR ALL REINFORCING STEEL TO INSURE MINIMUM CONCRETE COVER. BAR

SUPPORTS MUST BE PLASTIC TIPPED OR STAINLESS STEEL.

6. PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE

REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”.

REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE, CLAY,

OR FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND. REMOVE LOOSE

RUST PRIOR TO PLACEMENT.

7. ALL REINFORCING STEEL, DOWELS, ANCHORS RODS, AND OTHER HARDWARE

TO BE SET IN CONCRETE MUST BE TIED IN PLACE PRIOR TO THE PLACEMENT

OF CONCRETE TO PREVENT DISPLACEMENT BEYOND PERMITTED

TOLERANCES.

8. ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.

9. ALL REINFORCING STEEL MUST BE GALVANIZED IN ACCORDANCE WITH ASTM

A767/A767M AND THE PROJECT SPECIFICATIONS.

REINFORCING STEEL NOTES

1 THE STRUCTURAL DRAWINGS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 6, 2026.