Attachment B - CEP200_209_1637041_Drawings.pdf
PDF 14 MB Posted
- Solicitation number
- N4008525R2622
About this file
This file is a comprehensive set of architectural and engineering drawings for a renovation project at Naval Station Norfolk, specifically targeting Buildings CEP-200 and CEP-209. The project involves office renovations for the NAVSEA FMB (Fleet Maintenance Battalion) offices, with work phased across multiple stages and including both interior and systems upgrades. The renovation scope includes demolition and replacement of flooring, walls, ceilings, electrical systems, telecommunications infrastructure, mechanical systems, and fire protection elements across approximately 13,000 square feet of office space.
Key project details include installation of new temporary modular trailers to support operational continuity during renovations, hazardous materials (asbestos) abatement, systems furniture reconfiguration, and comprehensive upgrades to electrical, mechanical, and telecommunications systems. The project will be executed in four distinct phases: initial trailer site improvements, renovation of specific office areas in Buildings CEP-209 and CEP-200, and final trailer removal and site restoration. The estimated project budget is implied by the extensive renovation work, with the Naval Facilities Engineering Command Mid-Atlantic managing the project at the Naval Station Norfolk location in Virginia.
View the file
Other files
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
Text version
NAVAL STATION - NORFOLK, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
MID-ATLANTIC
DESIGN AND CONSTRUCTION
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
/1
/2
:2 :4
A
M
C R e v it
L o c a l M o d e ls \C
E P
.2
A
R s a ra h
.g ilp in
.r v t
GI001
B U
IL
D
IN
G
S C
E P
-2
C
E P
-2
C O
V E
R S
H E
E T
ALP
12,902,236
SLG SLG
5/6/24
NAVSEA
F M
B O
F F
IC
E
R E
N O
V A
TI
O
N
SLG
1637041
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
JOHN MILLER, P.E.
ALP
M
ID
L A
N T
P W
D N
O R
F O
L K
G I0
BUILDINGS CEP-200 & CEP-209
FMB OFFICE RENOVATION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
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
PORTSMOUTH
U.S. ARMY CRANEY
ISLAND DISPOSAL AREA
NANSEMOND RIVER
WESTERN BRANCH
CRANEY
ISLAND NAVY
DEPOT
PROJECT SITE
NORTH
ROOM
A1
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
A1
A-301
WALL / PARTIAL
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
GENERAL PROJECT SYMBOLS
A1
A-301
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
A1
A-301
BUILDING
KEYNOTE INDICATOR
KEYNOTE NUMBER
A-901 PHOTOGRAPH
INDICATOR
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
PLAN
NORTH
TRUE NORTH
A-501
A1
A1
A1
A1
SCALE: 1/8" = 1'-0"
PLAN TITLE
A1
VIEW TITLE
SCALE: 1/8" = 1'-0" (A-101)
ADMIRAL TAUSSIG BLVD GATE 2
GATE 1
GATE 5
CEP-200
CEP-209
CEP-156 CEP-201
CD-1
H A
M P
T O
N B
LV
D
CD-2
CEP-58
CEP-57
CEP-198
CEP-
CEP-178
Z-312
ADMIRAL TAUSSIG BLVD
Z-309
COLD STORAGE ROAD
ESCORT AVENUE
A AVENUE
3RD STREET
V
IR
G
IN
I A A
V E
N U
E
V
IR
G
IN
I A A
V E
N U
E
V
IR
G
IN
I A A
V E
N U
E
2N D
S
TR
E E
T
2N D
S
TR
E E
T
2N D
S
TR
E E
T
PROJECT SITE
TRAILER SITE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
/1
/2
:2 :4
A
M
C R e v it
L o c a l M o d e ls \C
E P
.2
A
R s a ra h
.g ilp in
.r v t
GI002
B U
IL
D
IN
G
S C
E P
-2
C
E P
-2
LI
S
T O
F S
H E
E T
S , V
IC
IN
IT
Y
L
O C
A
TI
O N
M A
P S
, G O
V E
R N
IN
G
R E
G U
LA
TI
O N
S , A
N D
G E
N E
R A
L P
R O
JT
E
C T
N O
TE
S
ALP
12,902,237
SLG SLG
5/6/24
NAVSEA
F M
B O
F F
IC
E
R E
N O
V A
TI
O
N
SLG
1637041
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
JOHN MILLER, P.E.
ALP
M
ID
L A
N T
P W
D N
O R
F O
L K
G I0
LIST OF SHEETS
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
39 FP101 12,902,274 BLDG CEP-200 - PARTIAL FLOOR PLAN - NEW WORK
40 FP102 12,902,275 BLDG CEP-209 - PARTIAL FLOOR PLAN - NEW WORK
PLUMBING
41 P-001 12,902,276 PLUMBING LEGEND, ABREVIATIONS AND NOTES
42 PL101 12,902,277 PARTIAL FIRST FLOOR PLAN - PLUMBING - BLDG CEP-209
MECHANICAL
43 M-001 12,902,278 MECHANICAL LEGEND, ABREVIATIONS AND NOTES
44 MD101 12,902,279 PARTIAL FIRST FLOOR PLAN - DEMOLITION - BLDG CEP-200
45 MD102 12,902,280 PARTIAL FIRST FLOOR PLAN - DEMOLITION - BLDG CEP-209
46 MH101 12,902,281 PARTIAL FIRST FLOOR PLAN - DUCTWORK - BLDG CEP-200
47 MH102 12,902,282 PARTIAL FIRST FLOOR PLAN - DUCTWORK - BLDG CEP-209
48 MI501 12,902,283 MECHANICAL DETAILS
49 MI601 12,902,284 MECHANICAL SCHEDULES
ELECTRICAL
50 E-001 12,902,285 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
51 ED101 12,902,286 BLDG CEP-200 - PARTIAL LIGHTING PLAN - DEMOLITION
52 ED102 12,902,287 BLDG CEP-200 - PARTIAL POWER PLAN - DEMOLITION
53 ED103 12,902,288 BLDG CEP-209 - PARTIAL LIGHTING PLAN - DEMOLITION
54 ED104 12,902,289 BLDG CEP-209 - PARTIAL POWER PLAN - DEMOLITION
55 EL101 12,902,290 BLDG CEP-200 - PARTIAL LIGHTING PLAN - NEW WORK
56 EL102 12,902,291 BLDG CEP-209 - PARTIAL LIGHTING PLAN - NEW WORK
57 EL501 12,902,292 LIGHTING DIAGRAMS AND DETAILS
58 EL601 12,902,293 LUMINAIRE SCHEDULE
59 EP101 12,902,294 BLDG CEP-200 - PARTIAL POWER PLAN
60 EP102 12,902,295 BLDG CEP-209 - PARTIAL POWER PLAN - NEW WORK
61 EP401 12,902,296 ENLARGED PLANS
62 EP501 12,902,297 ELECTRICAL DETAILS
63 EP601 12,902,298 POWER RISER DIAGRAM
64 EP701 12,902,299 EXISTING PANELBOARD SCHEDULES
65 EP702 12,902,300 PANELBOARD SCHEDULES
66 ES101 12,902,301 ELECTRICAL SITE PLAN
67 ES501 12,902,302 ELECTRICAL SITE DETAILS
68 ES502 12,902,303 ELECTRICAL SITE DETAILS
69 ES503 12,902,304 ELECTRICAL SITE DETAILS
TELECOMMUNICATIONS
70 T-001 12,902,305 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
71 TD101 12,902,306 BLDG CEP-200 - PARTIAL TELECOMMUNICATIONS PLAN - DEMOLITION
72 TD102 12,902,307 BLDG CEP-209 - PARTIAL TELECOMMUNICATIONS PLAN - DEMOLITION
73 TT101 12,902,308 BLDG CEP-200 - PARTIAL TELECOMMUNICATIONS PLAN - NEW WORK
74 TT102 12,902,309 BLDG CEP-209 - PARTIAL TELECOMMUNICATIONS PLAN - NEW WORK
75 TT501 12,902,310 TELECOMMUNICATIONS DETAILS
76 TT502 12,902,311 EXISTING TELECOMMUNICATIONS EQUIPMENT SCHEMATIC
77 TT601 12,902,312 AUDIOVISUAL RISER DIAGRAMS
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
GENERAL
1 GI001 12,902,236 COVER SHEET
2 GI002 12,902,237 LIST OF SHEETS, VICINITY & LOCATION MAPS, GOVERNING REGULATIONS, AND GENERAL PROJTECT
NOTES
3 GI003 12,902,238 PHASING PLAN
HAZARDOUS MATERIALS
4 HM101 12,902,239 BLDG CEP-200 - HAZARDOUS MATERIALS ABATEMENT PLAN
CIVIL
5 C001 12,902,240 CIVIL GENERAL NOTES, ABBREVIATIONS AND LEGENDS
6 C101 12,902,241 EXISTING SITE CONDITIONS AND DEMOLITION PLAN
7 C102 12,902,242 UTILITY AND SITE LAYOUT
8 C501 12,902,243 KEYPLAN, DEMOLITION AND NEW WORK KEYNOTES
ARCHITECTURAL
9 A-001 12,902,244 ARCHITECTURAL NOTES AND SYMBOLS
10 A-002 12,902,245 OVERALL FACILITY PLANS - BLDGS CEP-200 & CEP-209 - 1ST FLOOR - EXISTING
11 AD101 12,902,246 BLDG CEP-200 - PARTIAL FLOOR PLAN - DEMOLITION
12 AD102 12,902,247 BLDG CEP-209 - PARTIAL FLOOR PLAN - DEMOLITION
13 AD111 12,902,248 BLDG CEP-200 - PARTIAL REFLECTED CEILING PLAN - DEMOLITION
14 AD112 12,902,249 BLDG CEP-209 - PARTIAL REFLECTED CEILING PLAN - DEMOLITION
15 AE101 12,902,250 BLDG CEP 200 - PARTIAL FLOOR PLAN - NEW
16 AE102 12,902,251 BLDG CEP 209 - PARTIAL FLOOR PLAN - NEW
17 AE103 12,902,252 BLDG CEP 200 ROOF PLAN - NEW
18 AE104 12,902,253 BLDG CEP 209 ROOF PLAN - NEW
19 AE111 12,902,254 BLDG CEP 200 - PARTIAL FLOOR PLAN REFLECTED CEILING PLAN - NEW
20 AE112 12,902,255 BLDG CEP 209 - PARTIAL FLOOR PLAN REFLECTED CEILING PLAN - NEW
21 AE121 12,902,256 TRAILER GENERAL NOTES
22 AE122 12,902,257 TEMPORARY TRAILER FLOOR PLAN - NEW
23 AE123 12,902,258 ENLARGED TRAILER PLANS - NEW
24 AE401 12,902,259 ENLARGED FLOOR PLANS
25 AE510 12,902,260 DOOR SCHEDULE, DOOR & FRAME TYPES
26 AE511 12,902,261 CASEWORK DETAILS
27 AE601 12,902,262 PARTITION TYPES
28 AG601 12,902,263 SIGNAGE SCHEDULES AND DETAILS
INTERIORS
29 IF101 12,902,264 CEP 200 - ROOM D16 FURNITURE PLAN
30 IF102 12,902,265 CEP 209 - ROOM D13 FURNITURE PLAN
31 IF103 12,902,266 CEP 209 - ROOM 120 FURNITURE PLAN
32 IN101 12,902,267 CEP 200 - ROOM D16 FINISH PLAN
33 IN102 12,902,268 CEP 209 - ROOM D13 FINISH PLAN
34 IN103 12,902,269 CEP 209 - ROOM 120 FINISH PLAN
35 IN601 12,902,270 FIRST FLOOR INTERIOR FINISH SCHEDULE
FIRE PROTECTION
36 FD101 12,902,271 BLDG CEP-200 - PARTIAL FLOOR PLAN - DEMOLITION
37 FD102 12,902,272 BLDG CEP-209 - PARTIAL FLOOR PLAN - DEMOLITION
38 FP001 12,902,273 FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES
VICINITY MAP
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
NORTH
GOVERNING REGULATIONS GENERAL SHEET NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
CEP-200
CEP-209
CEP-156
CEP-198
CEP-161
CEP-178
Z-312
ADMIRAL TAUSSIG BLVD
Z-309
COLD STORAGE ROAD
ESCORT AVENUE
A AVENUE
3RD STREET
V
IR
G
IN
IA
A
V E
N U
E
V
IR
G
IN
IA
A
V E
N U
E
V
IR
G
IN
IA
A
V E
N U
E
2N D
S T
R E
E T
2N D
S
TR
E
ET
2N D
S T
R E
E T
PHASE I
PHASE II
PHASE III
PHASE IV
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
/1
/2
:2 :4
A
M
C R e v it
L o c a l M o d e ls \C
E P
.2
A
R s a ra h
.g ilp in
.r v t
GI003
B U
IL
D
IN
G
S C
E P
-2
C
E P
-2
P H
A S
IN
G
P
LA
N
ALP
12,902,238
SLG SLG
5/6/24
NAVSEA
F M
B O
F F
IC
E
R E
N O
V A
TI
O
N
SLG
1637041
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
JOHN MILLER, P.E.
ALP
M
ID
L A
N T
P W
D N
O R
F O
L K
G I0
SCALE: 1" = 10'-0"
A1
PHASING PLAN
PHASE DESCRIPTIONS
PHASE I
TRAILER SITE IMPROVEMENTS AND
DELIVERY/INSTALLATION OF TEMPORARY TRAILERS
INSTALLATION OF 2 CONNEX BOXES FOR CUSTOMER
USE. (COMMAND TO INDICATE LOCATION)
PHASE II
CEP-209 OFFICE RENOVATION (ROOM 120)
PHASE III
CEP-200 OFFICE RENOVATION (ROOM D16) &
CEP-209 OFFICE RENOVATION (ROOM D13)
PHASE IV
REMOVAL OF TEMPORARY TRAILERS AND SITE
RESTORATION
GENERAL SHEET NOTES
A THE BUILDING WILL REMAIN OCCUPIED AT ALL PHASES OF CONSTRUCTION.
PROVIDE TEMPORARY DUSTPROOF BARRIERS BETWEEN CONSTRUCTION
AREA AND ADJACENT OCCUPIED AREAS. CONDUCT SELECTIVE DEMOLITION
TO MINIMIZE DISRUPTION OF THE BUILDING OPERATIONS.
B PERFORM SELECTIVE DEMOLITION IN A MANNER AND USING EQUIPMENT THAT
WILL MINIMIZE NOISE AND VIBRATIONS IN THE EXISTING BUILDING, INCLUDING
BUT NOT LIMITED TO PROPER SHORING AND SEPARATION.
C COORDINATE ANY TEMPORARY DISRUPTIONS IN SERVICE WITH CONTRACTING
OFFICER. ALL UTILITY OUTAGES EFFECTING THE OCCUPIED PORTIONS OF THE
EXISTING BUILDING MUST BE PLANNED AND EXECUTED AFTER NORMAL
BUSINESS HOURS.
D MAINTAIN BUILDING OCCUPANT LIFE SAFETY PER NFPA 101 AT ALL TIMES.
PROVIDE CODE COMPLIANT LIFE SAFETY EGRESS PATHWAYS. THESE
PATHWAYS MUST BE KEPT CLEAR AND FREE OF DEBRIS AT ALL TIMES.
E PROVIDE TEMPORARY ENCLOSURES AS REQUIRED TO MAINTAIN THE EXISTING
BUILDING IN A WEATHERTITE CONDITION. PRIOR TO BEGINNING WORK,
PROTECT ALL WALLS, CEILINGS, FLOORS AND OHER EXISTING FINISH WORK
TO REMAIN.
F UNLESS OTHERWISDE NOTED, FURNITURE AND FIXTURES THAT THE
COMMAND WISHES TO KEEP WILL BE REMOVED BY THE COMMAND PRIOR TO
THE START OF EACH PHASE. COORDINATE SCHEDULING OF PHASING AND
PREPATION WITH THE CONTRACTING OFFICER.
G DEVELOP AND SUBMIT A DETAILED CONSTRUCTION PHASING PLAN FOR
REVIEW AND APPROVAL PER SPECIFICATION 01 14 00 – WORK RESTRICTIONS.
THE PLAN MUST ADDRESS HAZMAT ABATEMENT, DEMOLITION AND NEW WORK.
IDENTIFY LIFE SAFETY EGRESS PATHWAYS, OCCUPANT & CONTRACTOR
ENTRANCES AND EXITS, DEVELOP AND SUBMIT A “WORK AREA SCHEDULE” AS
PART OF, OR AS AN APPENDIX, TO THE PHASING PLAN.
H ALL WORK PERTINENT TO A SPECIFIC PHASE MUST BE COMPLETED PRIOR TO
COMMENCING WORK ON THE NEXT PHASE.
I AIR DISTRIBUTION SYSTEMS SERVING THE SEPARATED PHASES MUST BE KEPT
SEPARATE AT ALL TIMES TO PREVENT THE MIGRATION OF HAZMAT, DUST, AND
DEBRIS TO UN-RENOVATED SPACES.
J REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.
K REFER TO CIVIL, GEOTECHNICAL, STRUCTURAL, ARCHITECTURAL, FIRE
PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATION DRAWINGS FOR ADDITIONAL PHASING INFORMATION.
NORTH
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
A
C
7 8 9
OFFICE
D16A
OPEN OFFICE
D16
OFFICE
D16B
336'-0 1/2" ±
'-5
10'-8 1/2" ±
'-0
/8
'-7
/4
5'-8 5/8" ± 3'-4" ± 5'-3" ±
14'-3 5/8" ± 9'-10 3/4" ± 31'-6 1/4" ±
56'-6 3/8" ±
'-4
/8
6' -0
'-5
/4
'-9
/8
'-8
/8
10'-2" ±
20'-5 7/8" ±
3' -4
/8
TYPE 1 LAYERED ACM
FLOORING
TYPE 2 LAYERED ACM
FLOORING
RESILIENT WALLBASE
AND ACM MASTIC
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
/1
/2
:2 :4
A
M
C R e v it
L o c a l M o d e ls \C
E P
.2
A
R s a ra h
.g ilp in
.r v t
HM101
B U
IL
D
IN
G
S C
E P
-2
C
E P
-2
B
LD
G C
E P
-2
H
A Z
A R
D O
U S
M A
TE
R
IA
LS
A B
A
TE
M E
N T
P
LA
N
ALP
12,902,239
SLG SLG
5/6/24
NAVSEA
F M
B O
F F
IC
E
R E
N O
V A
TI
O
N
SLG
1637041
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
JOHN MILLER, P.E.
ALP
M
ID
L A
N T
P W
D N
O R
F O
L K
H M
PLAN
NORTH
BUILDING CEP-209
D16
AREA OF WORK
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
BLDG CEP-200 - HAZARDOUS MATERIAL ABATEMENT
A THE WORK WILL REQUIRE REMOVAL OF ASBESTOS-CONTAINING MATERIALS
(ACMS) AS INDICATED, AND IN ACCORDANCE TO SPECIFICATION SECTION 02 82
00 - ASBESTOS REMEDIATION. DESTRUCTIVE ACTIVITIES SUCH AS BREAKING
INTO WALLS, CEILINGS, AND FLOORS WAS NOT PERFORMED IN ORDER TO
LOCATE ACMS, OR OTHER HAZARDOUS MATERIALS. IF SUSPECT MATERIALS
ARE UNCOVERED DURING THE WORK, IMMEDIATELY NOTIFY THE
CONTRACTING OFFICER AND STOP WORK UNTIL THE MATERIAL(S) IN
QUESTION ARE PROPERLY IDENTIFIED AND ADDRESSED.
B A HAZARDOUS MATERIALS INSPECTION SURVEY WAS NOT PERFORMED FOR
THIS PROJECT. HOWEVER, THE RECORD DRAWINGS FOR BUILDING CEP-200
INDICATE THAT VINYL ASBESTOS FLOOR TILE (VAT) AND ASBESTOS
CONTAMINATED FLOORING MASTIC WAS INSTALLED THROUGHOUT IN ROOMS
D16, D16A, AND D16B. IT IS ASSUMED THAT THIS FLOOR TILE AND ASSOCIATED
MASTIC ADEHSIVE ARE STILL IN PLACE AND ENCAPSULATED BELOW THE
EXISTING FLOOR FINISHES IN THESE SPACES. AS A RESULT, ALL FLOORING
DEMOLITION IN THESE SPACES MUST BE ASSUMED TO INCLUDE
MULTI-LAYERED FLOORING COMPLETE TO CONCRETE SUBSTRATE, AND MUST
ALL BE TREATED AS ACM AND ABATED ACCORDINGLY.
C FOR BIDDING PURPOSES, ASSUME THE WORK WILL INCLUDE THE FOLLWING
QUANTITIES OF ACM ABATEMENT:
-1800 SF OF TYPE 1 MULTI-LAYERED FLOORING, INCLUDING NON-ACM CARPET,
NON-ACM CARPET ADHESIVE, VAT AND ACM MASTIC ADHESIVE.
-160 SF OF TYPE 2 MULTI-LAYERED FLOORING, INCLUDING: NON-ACM VINYL
TILE, NON-ACM VINYL TILE ADHESIVE, VAT, AND ACM MASTIC ADHESIVE.
-310 LF OF NON-ACM RESLIENT WALL BASE AND ACM MASTIC ADHESIVE.
D ALL TEMPORARY ENCLOSURES REQUIRED TO PERFORM THE HAZMAT
ABATEMENT WORK MUST NOT DISRUPT BUILDING EGRESS REQUIREMENTS
WITHIN THE SPACES IMPACTED.
E DEMOLITION WORK IS NOT LIMITED TO THE WORK SHOWN ON THIS DRAWING.
REFER TO ARCHITECTURAL, INTERIOR, FIRE PROTECTION, PLUMBING,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
F EXISTING FURNITURE, FIXTURES, AND EQUIPMENT (FFE) NOT SHOWN FOR
CLARITY. REFER TO DRAWING AD101 FOR WORK ASSOICATED WITH FFE
DEMOLITION IN THESE SPACES.
1 REMOVE TYPE 1 LAYERED ACM FLOORING COMPLETE TO CONCRETE
SUBSTRATE.
2 REMOVE TYPE 2 LAYERED ACM FLOORING COMPLETE TO CONCRETE
SUBSTRATE
3 REMOVE RESILIENT WALLBASE AND ACM MASTIC COMPLETE TO GWB
SHEATHING.
HAZARDOUS MATERIAL LEGEND
GENERAL SHEET NOTES
KEY PLAN
HAZARDOUS MATERIAL KEYNOTES#
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
N
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
LA
N
T
BU
IL
DI
NG
S
CE
P-
CE
P-
C-001
LEGENDSCIVIL ABBREVIATIONS:CIVIL GENERAL NOTES
EROSION AND SEDIMENT CONTROL NOTES
AutoCAD SHX Text
DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 25 AUGUST 2020
AutoCAD SHX Text
CHK
AutoCAD SHX Text
SATISFACTORY TO DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
A/E INFO
AutoCAD SHX Text
OF
AutoCAD SHX Text
EPROJECT NO.
AutoCAD SHX Text
PM/DM
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
CHIEF ENG/ARCH
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
MIDLANT PWD NORFOLK
AutoCAD SHX Text
NAVAL STATION - NORFOLK, VA
AutoCAD SHX Text
NAVAL STATION NORFOLK
AutoCAD SHX Text
NORFOLK, VA
AutoCAD SHX Text
NAVSEA
AutoCAD SHX Text 5/6/24
AutoCAD SHX Text
SLG
AutoCAD SHX Text
JOHN MILLER, P.E.
AutoCAD SHX Text 1637041
AutoCAD SHX Text N/A
AutoCAD SHX Text
AutoCAD SHX Text
CIVIL GENERAL NOTES, ABBREVIATIONS AND LEGENDS
AutoCAD SHX Text
LLP
AutoCAD SHX Text
LLP
AutoCAD SHX Text
WHW
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12,902,240
AutoCAD SHX Text
AutoCAD SHX Text
WHW
AutoCAD SHX Text W
AutoCAD SHX Text
UE
AutoCAD SHX Text X
AutoCAD SHX Text E
AutoCAD SHX Text
UT
AutoCAD SHX Text
OVERHEAD ELECTRICAL TYP.
AutoCAD SHX Text
TREE / VEGETATION
AutoCAD SHX Text
SANITARY SEWER, TYP.
AutoCAD SHX Text
SANITARY MANHOLE
AutoCAD SHX Text
DROP INLET (DI)
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BITUMINOUS CONCRETE PAVEMENT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
NEW
AutoCAD SHX Text
WATER, TYP.
AutoCAD SHX Text
TEMPORARY BENCH MARK
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
UNDERGROUND ELECTRICAL, TYP.
AutoCAD SHX Text
CURB
AutoCAD SHX Text
CURB DROP INLET
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 T
AutoCAD SHX Text
TELEPHONE PEDESTAL
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 D
AutoCAD SHX Text
TELEPHONE MANHOLE
AutoCAD SHX Text T
AutoCAD SHX Text
TBM XX
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
STM
AutoCAD SHX Text
GAS
AutoCAD SHX Text
DITCH CENTERLINE, TYP.
AutoCAD SHX Text
SITE VEGETATION, TYP.
AutoCAD SHX Text
SD
AutoCAD SHX Text
OR
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
APPROX
AutoCAD SHX Text
AVE
AutoCAD SHX Text
CL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
DI
AutoCAD SHX Text
DIA
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
EX
AutoCAD SHX Text
FG
AutoCAD SHX Text
MAX
AutoCAD SHX Text
MEG
AutoCAD SHX Text
MH
AutoCAD SHX Text
MIN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SD
AutoCAD SHX Text
SF
AutoCAD SHX Text
TBM
AutoCAD SHX Text
TYP
AutoCAD SHX Text W
AutoCAD SHX Text
WV
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
HP
AutoCAD SHX Text
HIGH POINT
AutoCAD SHX Text
UG
AutoCAD SHX Text
UNDERGROUND
AutoCAD SHX Text
CI
AutoCAD SHX Text
CURB INLET OR
AutoCAD SHX Text
TP
AutoCAD SHX Text
TREE PROTECTION
AutoCAD SHX Text
PC
AutoCAD SHX Text
POINT OF CONNECTION
AutoCAD SHX Text
PT
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
SW
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
COMM
AutoCAD SHX Text
COMMUNICATION
AutoCAD SHX Text
MON
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
FM
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TC
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text
FC
AutoCAD SHX Text
FACE OF CURB
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BC
AutoCAD SHX Text
BOTTOM OF CURB
AutoCAD SHX Text
UNO
AutoCAD SHX Text
UNLESS NOTED OTHERWISE
AutoCAD SHX Text
FF
AutoCAD SHX Text
FINISHED FLOOR
AutoCAD SHX Text
RAD
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
RD
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
GAL
AutoCAD SHX Text
GALLON
AutoCAD SHX Text
BOC
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
DS
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
OE
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
HH
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
UF
AutoCAD SHX Text
UNDERGROUND FUEL, TYP.
AutoCAD SHX Text
FA
AutoCAD SHX Text
FIRE ALARM
AutoCAD SHX Text
AC
AutoCAD SHX Text
ACRE
AutoCAD SHX Text
CF
AutoCAD SHX Text
CUBIC FEET
AutoCAD SHX Text
OP
AutoCAD SHX Text
OUTLET PROTECTION
AutoCAD SHX Text
ES
AutoCAD SHX Text
EMERGENCY SPILLWAY
AutoCAD SHX Text
INV
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
IP
AutoCAD SHX Text
LP
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
LOW POINT
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
TE
AutoCAD SHX Text
THICKENED-EDGE
AutoCAD SHX Text x
AutoCAD SHX Text W
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text x
AutoCAD SHX Text
SEWER CLEANOUT
AutoCAD SHX Text
CO
AutoCAD SHX Text C.O.
AutoCAD SHX Text W
AutoCAD SHX Text
UGE
AutoCAD SHX Text
UT
AutoCAD SHX Text
CONTOUR
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text x
AutoCAD SHX Text 9.25
AutoCAD SHX Text 10.15
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
1. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY NAVFAC MIDLANT CODE PRW21B6 IN DECEMBER 2023 AND THE TOPOGRAPHIC SURVEY WAS PERFORMED BY NAVFAC MIDLANT CODE PRW21B6 IN DECEMBER 2023 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. 2. 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 THE CONTRACTOR. 3. 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). 4. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION DEVICES ARE IN-PLACE. SOIL EROSION NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION DEVICES ARE IN-PLACE. SOIL EROSION DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO SILT FENCE, INLET PROTECTION AND TREE PROTECTION. 5. WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO NEW CONSTRUCTION OR DEMOLITION WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO NEW CONSTRUCTION OR DEMOLITION REQUIRED BY THESE DOCUMENTS, THE CONTRACTOR SHALL REPAIR THE DAMAGED ITEM(S) WITH NEW MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE, AND COLOR AT NO COST TO THE GOVERNMENT. 6. 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. 7. 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. 8. ALL GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE TOPSOILED, SEEDED, AND GRASS ALL GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE TOPSOILED, SEEDED, AND GRASS ESTABLISHED UNLESS OTHERWISE NOTED. 9. SAWCUT PAVEMENT/SIDEWALKS FULL DEPTH ALONG STRAIGHT LINES PRIOR TO REMOVAL. SAWCUT PAVEMENT/SIDEWALKS FULL DEPTH ALONG STRAIGHT LINES PRIOR TO REMOVAL. 10. RESTORE SURFACES DISTURBED DURING THE COURSE OF WORK TO MATCH EXISTING CONDITIONS. RESTORE SURFACES DISTURBED DURING THE COURSE OF WORK TO MATCH EXISTING CONDITIONS. 11. ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM GOVERNMENT PROPERTY, UNLESS OTHERWISE SPECIFIED. DISPOSITION OF THE ITEMS/MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.
AutoCAD SHX Text
PARKING STRIPE
AutoCAD SHX Text
AutoCAD SHX Text
MINOR CONTOUR
AutoCAD SHX Text
MAJOR CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
OHE
AutoCAD SHX Text
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL 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 4VAC25-840 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS FIRST STEP IN ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS FIRST STEP IN CONSTRUCTION. 3. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 4. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM ERODING 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 AT A MINIMUM EVERY TWO (2) WEEKS AND REQUIRED AFTER EVERY RAINFALL EVENT. ALL INSPECTION AND MAINTENANCE ACTIVITIES SHALL BE DOCUMENTED AND AVAILABLE FOR REVIEW AT THE PLAN REVIEWING AUTHORITIES REQUEST. 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF 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 PLAN APPROVING AUTHORITY SHALL DETERMINE WHEN THIS FACT IS ACCOMPLISHED AND ALL TEMPORARY MEASURES AND DEVICES CAN BE REMOVED. 6. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR 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. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL CONTROL MEASURES THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION FROM OCCURRING.
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
LA
N
T
BU
IL
DI
NG
S
CE
P-
CE
P-
C-101
GENERAL SHEET NOTES
DEMOLITION LEGEND
GRAPHIC SCALE
DEMOLITION KEYNOTES
EXISTING SITE CONDITIONS AND DEMOLITION PLAN
EROSION & SEDIMENT CONTROL LEGEND
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 E
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text
BLDG. CEP156
AutoCAD SHX Text D
AutoCAD SHX Text
COLD STORAGE ROAD
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text 10" D.I.
AutoCAD SHX Text 12" D.I.
AutoCAD SHX Text 12" D.I.
AutoCAD SHX Text 6" D.I.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 25 AUGUST 2020
AutoCAD SHX Text
CHK
AutoCAD SHX Text
SATISFACTORY TO DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
A/E INFO
AutoCAD SHX Text
OF
AutoCAD SHX Text
EPROJECT NO.
AutoCAD SHX Text
PM/DM
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
CHIEF ENG/ARCH
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
MIDLANT PWD NORFOLK
AutoCAD SHX Text
NAVAL STATION - NORFOLK, VA
AutoCAD SHX Text
NAVAL STATION NORFOLK
AutoCAD SHX Text
NORFOLK, VA
AutoCAD SHX Text
NAVSEA
AutoCAD SHX Text 5/6/24
AutoCAD SHX Text
SLG
AutoCAD SHX Text
JOHN MILLER, P.E.
AutoCAD SHX Text 1637041
AutoCAD SHX Text N/A
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING SITE CONDITIONS AND DEMOLITION PLAN
AutoCAD SHX Text
LLP
AutoCAD SHX Text
LLP
AutoCAD SHX Text
WHW
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12,902,241
AutoCAD SHX Text
AutoCAD SHX Text
WHW
AutoCAD SHX Text
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGENDS. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGENDS. 2. FOR BIDDING PURPOSE, ASSUME 6" THICK ASPHALT.FOR BIDDING PURPOSE, ASSUME 6" THICK ASPHALT.
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text
1. SAW CUT AND REMOVE ASPHALT PAVEMENT SAW CUT AND REMOVE ASPHALT PAVEMENT (APPROXIMATE 70 SQFT).
AutoCAD SHX Text
DEMOLITION ASPHALT PAVEMENT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
PROVIDE SILT FENCE
AutoCAD SHX Text
PROVIDE SILT FENCE
PROVIDE SILT FENCE
T
A
IL
E R
A
T R
A
IL
E R
B
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
LA
N
T
BU
IL
DI
NG
S
CE
P-
CE
P-
C-102
GENERAL SHEET NOTES
UTILITY & SITE LAYOUT KEYNOTES
GRAPHIC SCALE
UTILITY AND SITE LAYOUT PLAN
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 E
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text
BLDG. CEP156
AutoCAD SHX Text D
AutoCAD SHX Text
COLD STORAGE ROAD
AutoCAD SHX Text W
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text 10" D.I.
AutoCAD SHX Text 12" D.I.
AutoCAD SHX Text 12" D.I.
AutoCAD SHX Text 6" D.I.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 25 AUGUST 2020
AutoCAD SHX Text
CHK
AutoCAD SHX Text
SATISFACTORY TO DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
A/E INFO
AutoCAD SHX Text
OF
AutoCAD SHX Text
EPROJECT NO.
AutoCAD SHX Text
PM/DM
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
CHIEF ENG/ARCH
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
MIDLANT PWD NORFOLK
AutoCAD SHX Text
NAVAL STATION - NORFOLK, VA
AutoCAD SHX Text
NAVAL STATION NORFOLK
AutoCAD SHX Text
NORFOLK, VA
AutoCAD SHX Text
NAVSEA
AutoCAD SHX Text 5/6/24
AutoCAD SHX Text
SLG
AutoCAD SHX Text
JOHN MILLER, P.E.
AutoCAD SHX Text 1637041
AutoCAD SHX Text N/A
AutoCAD SHX Text
AutoCAD SHX Text
UTILITY AND SITE LAYOUT PLAN
AutoCAD SHX Text
LLP
AutoCAD SHX Text
LLP
AutoCAD SHX Text
WHW
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12,902,242
AutoCAD SHX Text
AutoCAD SHX Text
WHW
AutoCAD SHX Text
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGENDS. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGENDS. 2. FINISHED FLOOR ELEVATION FOR TEMPORARY MODULAR FINISHED FLOOR ELEVATION FOR TEMPORARY MODULAR TEMPORARY MODULAR BUILDING MUST BE AT LEAST 1FT ABOVE EXISTING GROUND ELEVATION. 3. EXISTING INV. ELEVATIONS APPROXIMATELY 4FT BELOW TOP OF EXISTING INV. ELEVATIONS APPROXIMATELY 4FT BELOW TOP OF SAN. MANHOLE.
AutoCAD SHX Text
1. TEMPORARY MODULAR BUILDING. SEE GENERAL SHEET NOTE TEMPORARY MODULAR BUILDING. SEE GENERAL SHEET NOTE NO. 2 ABOVE. 2. PROVIDE PARKING STRIPING. PROVIDE PARKING STRIPING. 3. PROVIDE ASPHALT PAVEMENT PATCH. PROVIDE ASPHALT PAVEMENT PATCH. 4. PROVIDE 5' WIDE CONCRETE SIDEWALK. PROVIDE 5' WIDE CONCRETE SIDEWALK. 5. PROVIDE PAINTED ISLAND. PROVIDE PAINTED ISLAND. 6. PROVIDE 1 1/2 " PVC WATER LINE. PROVIDE 1 1/2 " PVC WATER LINE. 7. CONNECT NEW WATER LINE TO EX. 10" D.I. WATER PIPE. CONNECT NEW WATER LINE TO EX. 10" D.I. WATER PIPE. 8. PROVIDE WATER WATER VALVE. PROVIDE WATER WATER VALVE. 9. PROVIDE 1" WATER METER. PROVIDE 1" WATER METER. 10. PROVIDE 6" PVC SANITARY SEWER PIPE AND CONNECT TO EX. PROVIDE 6" PVC SANITARY SEWER PIPE AND CONNECT TO EX. AT MIN 1% SLOPE.
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
SEE GENERAL SHEET NOTE NO. 3
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
LA
N
T
BU
IL
DI
NG
S
CE
P-
CE
P-
C-501
CONCRETE SIDEWALK DETAILSA1 UTILITY BITUMINOUS PAVEMENT PATCHA2 PIPE TRENCH WIDTH DETAILA4
WATER SERVICE INSTALLATION DETAILB1
4" SOLID WHITE STRIPE PAINTED ISLAND
PAVEMENT MARKINGD4
SILT FENCE DETAILB2
AutoCAD SHX Text
DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 25 AUGUST 2020
AutoCAD SHX Text
CHK
AutoCAD SHX Text
SATISFACTORY TO DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
A/E INFO
AutoCAD SHX Text
OF
AutoCAD SHX Text
EPROJECT NO.
AutoCAD SHX Text
PM/DM
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
CHIEF ENG/ARCH
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
MIDLANT PWD NORFOLK
AutoCAD SHX Text
NAVAL STATION - NORFOLK, VA
AutoCAD SHX Text
NAVAL STATION NORFOLK
AutoCAD SHX Text
NORFOLK, VA
AutoCAD SHX Text
NAVSEA
AutoCAD SHX Text 5/6/24
AutoCAD SHX Text
SLG
AutoCAD SHX Text
JOHN MILLER, P.E.
AutoCAD SHX Text 1637041
AutoCAD SHX Text N/A
AutoCAD SHX Text
AutoCAD SHX Text
KEYPLAN, DEMOLTION AND NEW WORK KEYNOTES
AutoCAD SHX Text
LLP
AutoCAD SHX Text
LLP
AutoCAD SHX Text
WHW
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 12,902,243
AutoCAD SHX Text
AutoCAD SHX Text
WHW
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
BITUMINOUS JOINT
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
PREFORMED
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
4" COMPACTED
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
VDOT #21A AGGREGATE
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text 12"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
MATCH EXIST. PAVEMENT SECTION,
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
SAW CUT
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
EDGE
AutoCAD SHX Text
MATCH EXIST.
AutoCAD SHX Text
COMPACTED AGGREGATE
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
TACK
AutoCAD SHX Text
COAT
AutoCAD SHX Text
TRENCH WIDTH
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
FOR NON-PLASTIC PIPES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text A
AutoCAD SHX Text
DETECTION
AutoCAD SHX Text
THICKNESS
AutoCAD SHX Text D
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text 12"
AutoCAD SHX Text O.D.
AutoCAD SHX Text A
AutoCAD SHX Text
WIRE
AutoCAD SHX Text
IDENTIFICATION
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
TAPE
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
FOR PLASTIC PIPES
AutoCAD SHX Text
SMALLER THAN 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text
PIPE DIA.
AutoCAD SHX Text "D"
AutoCAD SHX Text "A"
AutoCAD SHX Text
IN ACCORDANCE WITH
AutoCAD SHX Text
6" BELOW TOP OF SUBGRADE
AutoCAD SHX Text
12" BELOW FINISHED GRADE
AutoCAD SHX Text
IN UNPAVED AREAS.
AutoCAD SHX Text
IN PAVED AREAS.
AutoCAD SHX Text
THE SPECIFICATIONS.
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDE BEDDING
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text A
AutoCAD SHX Text
EMBEDMENT
AutoCAD SHX Text
SPRINGLINE
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
FINAL
AutoCAD SHX Text
DETECTION
AutoCAD SHX Text
PIPE ZONE
AutoCAD SHX Text 6" - 12"
AutoCAD SHX Text
COVER
AutoCAD SHX Text D
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text O.D.
AutoCAD SHX Text A
AutoCAD SHX Text
WIRE
AutoCAD SHX Text
IDENTIFICATION
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
TAPE
AutoCAD SHX Text
6" TO 15"
AutoCAD SHX Text 8"
AutoCAD SHX Text
16" TO 21"
AutoCAD SHX Text 10"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
VALVE BOX
AutoCAD SHX Text
1 1/2" SERVICE LINE
AutoCAD SHX Text
CONCRETE BLOCK
AutoCAD SHX Text
(CURB STOP)
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
GROUND WAY
AutoCAD SHX Text
CORPORATION STOP
AutoCAD SHX Text
36" MINIMUM
AutoCAD SHX Text
LID MUST BE VISIBLE
AutoCAD SHX Text
& NOT MORE THAN
AutoCAD SHX Text
1" ABOVE GROUND
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
YELLOW OR WHITE (SEE PLAN)
AutoCAD SHX Text 45%%D
AutoCAD SHX Text 2'
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
4" WIDE SOLID PAINTED STRIPES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
( PERSPECTIVE VIEW )
AutoCAD SHX Text
( FRONT ELEVATION )
AutoCAD SHX Text
DRAINAGEWAY INSTALLATION
AutoCAD SHX Text
POINTS A SHOULD BE HIGHER THAN POINT B.
AutoCAD SHX Text A
AutoCAD SHX Text
FLOW
AutoCAD SHX Text B
AutoCAD SHX Text
3' MAX
AutoCAD SHX Text A
AutoCAD SHX Text
UPSLOPE ALONG THE LINE
AutoCAD SHX Text
SHEET FLOW INSTALLATION
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
3. STAPLE FILTER MATERIAL
AutoCAD SHX Text
IT INTO THE TRENCH.
AutoCAD SHX Text
TO STAKES AND EXTEND
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
MAX.
AutoCAD SHX Text 6'
AutoCAD SHX Text
4. BACKFILL AND COMPACT
AutoCAD SHX Text
THE EXCAVATED SOIL.
AutoCAD SHX Text
OF STAKES.
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
2. EXCAVATE A 4" X 4" TRENCH
AutoCAD SHX Text
(WITHOUT WIRE SUPPORT)
AutoCAD SHX Text 3.05-2
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
1. SET THE STAKES.
AutoCAD SHX Text
SF
NOT TO SCALE
DOOR NUMBER
(REFER TO DOOR SCHEDULE)
DOOR TAG
ARCHITECTURAL SYMBOLS
WINDOW TYPE LETTER
WINDOW TYPE TAG
SPECIALITY ITEM NUMBER
SPECIALITY ITEM TAG
PARTITION TYPE DESIGNATION
(REFER TO PARTITION SCHEDULE)
PARTITION TYPE TAG
PARTITION IN PLAN
ROOM
A1
A-301
ROOM TAG
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
A-401 INTERIOR ELEVATION
TAG
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
EXTERIOR ELEVATION
TAG
ELEVATION NUMBER
DIRECTION OF VIEW
SHEET WHERE DRAWN
A1
A-301
WALL / PARTIAL
BUILDING SECTION
TAG
SECTION NUMBER
SHEET WHERE DRAWN
A1
A-301
BUILDING SECTION
TAG
SECTION NUMBER
SHEET WHERE DRAWN
A1
A-301
BUILDING
KEYNOTE TAG
KEYNOTE NUMBER
A-901 PHOTOGRAPH TAG
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
A-501
A1
A1
A1
B
A1
MATERIALS LEGEND
CONCRETE MASONRY UNIT
CAST-IN-PLACE CONCRETE
STEEL
BATT/LOOSE FILL INSULATION
RIGID INSULATION
WOOD - ROUGH
WOOD BLOCKING
EIFS - PAINTED
CMU - PAINTED
SECTION ELEVATION
CMU - PAINTED - ACCENT
GLAZED BLOCK
GLAZING
SPANDREL GLAZING / STEEL PANEL
CONCRETE FOUNDATION
EARTH / COMPACT FILL
POROUS FILL / GRAVEL
ALUMINUM
BRICK
GYPSUM BOARD
PLYWOOD
SAND / MORTAR / PLASTER
ACOUSTICAL TILE CEILING
CERAMIC TILE
FINISHED WOOD
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
/1
/2
:2 :2
A
M
C R e v it
L o c a l M o d e ls \C
E P
.2
A
R s a ra h
.g ilp in
.r v t
A-001
B U
IL
D
IN
G
S C
E P
-2
C
E P
-2
A R
C H
IT
E
C
TU
R A
L N
O
TE
S A
N D
S Y
M B
O
LS
ALP
12,902,244
SLG SLG
5/6/24
NAVSEA
F M
B O
F F
IC
E
R E
N O
V A
TI
O
N
SLG
1637041
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
JOHN MILLER, P.E.
ALP
M
ID
L A
N T
P W
D N
O R
F O
L K
A -0
A ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE
UNLESS OTHERWISE NOTED.
B ALL MATERIALS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS
SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT.
C ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND
SECTIONS MUST BE CONTINUOUS UNLESS SPECIFICALLY NOTED OTHERWISE.
D VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH
THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±". ALL
DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTING OFFICER IN WRITING.
E DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INDICATED
ON THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL
NECESSARY DEMOLITION WORK FOR THESE ITEMS. REFER TO PLUMBING,
MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL
INFORMATION.
F DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE OF
MASONRY OR FACE OF EXISTING SURFACES UNLESS OTHERWISE NOTED.
G STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND
AT ONCE, REPORT TO THE ARCHITECT ANY ERRORS AND INCONSISTENCIES
OR OMISSIONS DISCOVERED. ANY CONSTRUCTION ACTIVITY PERFORMED
KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION
IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT,
THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR SUCH PERFORMANCE
AND WILL BEAR THE AMOUNT OF THE COST OF THE CONSTRUCTION.
SIM SIMILAR
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
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
GA GAUGE
GALV GALVANIZED
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
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
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
ARCHITECTURAL ABBREVIATIONS
GENERAL SHEET NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
UP
AREA OF WORK
OFFICE D16
AREA OF WORK
OFFICE 120
OFFICE D13
BUILDING 209
BUILDING 200
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
/1
/2
:2 :2
A
M
C R e v it
L o c a l M o d e ls \C
E P
.2
A
R s a ra h
.g ilp in
.r v t
A-002
B U
IL
D
IN
G
S C
E P
-2
C
E P
-2
O V
E R
A
LL
F A
C
IL
IT
Y
P
LA
N S
B
LD
G
S C
E P
-2
C
E P
-2
1S
T
FL
O O
R
E X
IS
TI
N G
ALP
12,902,245
SLG SLG
5/6/24
NAVSEA
F M
B O
F F
IC
E
R E
N O
V A
TI
O
N
SLG
1637041
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
JOHN MILLER, P.E.
ALP
M
ID
L A
N T
P W
D N
O R
F O
L K
A -0
PLAN
NORTH
SCALE: 1" = 30'-0"
OVERALL FACILITY PLANS - BLDG CEP-200 & CEP-209 - 1ST FLOOR - EXISTING
GENERAL SHEET NOTES
CEP-209
CEP-200
PLAN
NOR…
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 .