1576521_SP-254_DWGS_1of2.pdf
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- Attached to
- 8A MACC, DB/DBB General Construction - HR AOR Federal contract opportunity
- Solicitation number
- N4008522R2627
About this file
This document provides details for a federal contract opportunity solicitation. The solicitation is for an indefinite delivery/indefinite quantity multiple award construction contract to provide design-build and design-bid-build general construction services primarily in the Hampton Roads Area of Responsibility. Services will include demolition, repair, replacement, modification, new construction, and renovation of buildings, systems and infrastructure for various facilities such as administrative, industrial, warehouses, hangars, maintenance, communications, schools, personnel support, recreational, food services, lodging, medical, training areas, roads, and parking lots. The contractor shall provide all labor, supervision, engineering, design, materials, equipment, tools, parts, supplies, and transportation to perform services outlined in task order plans and specifications. The solicitation number is N4008522R2627 and was issued by the Department of the Navy Naval Facilities Engineering Command for construction projects requiring management of multiple task orders concurrently across the Hampton Roads area of responsibility.
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Text version
NAVAL STATION - NORFOLK, VIRGINIA
NAVAL FACILITIES ENGINEERING COMMAND MID-ATLANTIC
PUBLIC WORKS DEPARTMENT NORFOLK
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
10/14/2021 FINAL
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
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DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
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NG
IN
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C O
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AS NOTED
UNCLASSIFIED
UNCLASSIFIED
UN
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PW
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FO
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G-001
B U
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12,820,950
SAR SAR
02/15/21
MICHAEL COMPTON, CNATTU
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SEBASTIAN A. RAMOS, R.A.
1576521
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S. M. SWEENEY, P.E.
BUILDING SP-254
EXTERIOR REPAIRS & ROOF RENOVATION
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
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
NORTH
ROOM
101 A1
A-201
ROOM IDENTIFIER
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
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
NEW WORK
KEYNOTE INDICATOR
KEYNOTE NUMBER
DEMOLITION
KEYNOTE INDICATOR
KEYNOTE NUMBER
PLAN
NORTH
TRUE NORTH
A-501
A1 VIEW TITLE
SCALE: 1/8" = 1'-0" (A-101)
PLAN TITLE
SCALE: 1/8" = 1'-0"
HAZARDOUS
MATERIAL KEYNOTE
INDICATOR
KEYNOTE NUMBER
NORTH
PARKING
PARKING
SP-256
SP-364
SP-384
SP-366
SP-362
SP-250
SP-254
SP-383
A STREET
PROJECT SITE
BELLINGER BLVD
PARKING
PARKING
PARKING
SP-381
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
EP
AR
TM
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N
AV
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IN
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IN
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DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
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NG
IN
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C O
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AN
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AV
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N
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FO
LK
, V A
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
UN
CL
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SI
FI
ED
PW
D
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FO
LK
G-002
B U
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IN
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SH
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LAB
12,820,951
SAR SAR
02/15/21
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SEBASTIAN A. RAMOS, R.A.
1576521
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NA
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ON
S. M. SWEENEY, P.E.
LIST OF SHEETS CONTINUED
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
ARCHITECTURAL
43 A-001 12,820,992 ARCHITECTURAL NOTES AND SYMBOLS
44 AD101 12,820,993 FIRST FLOOR PLAN - DEMOLITION
45 AD102 12,820,994 FIRST FLOOR PLAN - DEMOLITION - KEYNOTES
46 AD103 12,820,995 FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION
47 AD104 12,820,996 SECOND FLOOR PLAN - DEMOLITION
48 AD105 12,820,997 SECOND FLOOR REFLECTED CEILING PLAN - DEMOLITION
49 AD106 12,820,998 ROOF PLAN - DEMOLITION
50 AD201 12,820,999 NORTH AND EAST EXTERIOR ELEVATIONS - DEMOLITION
51 AD202 12,821,000 SOUTH AND WEST EXTERIOR ELEVATIONS - DEMOLITION
52 AD203 12,821,001 EXTERIOR ELEVATIONS - DEMOLITION
53 AD301 12,821,002 WALL SECTIONS - DEMOLITION
54 AD302 12,821,003 WALL SECTIONS - DEMOLITION
55 AD501 12,821,004 ROOF DETAILS - DEMOLITION
56 AD502 12,821,005 ROOF DETAILS - DEMOLITION
57 AD503 12,821,006 ROOF DETAILS - DEMOLITION
58 A-101 12,821,007 FIRST FLOOR PLAN - NEW WORK
59 A-102 12,821,008 FIRST FLOOR REFLECTED CEILING PLAN - NEW WORK
60 A-103 12,821,009 SECOND FLOOR PLAN - NEW WORK
61 A-104 12,821,010 SECOND FLOOR REFLECTED CEILING PLAN - NEW WORK
62 A-105 12,821,011 ROOF PLAN - NEW WORK
63 A-201 12,821,012 NORTH AND EAST EXTERIOR ELEVATIONS - NEW WORK
64 A-202 12,821,013 SOUTH AND WEST EXTERIOR ELEVATIONS - NEW WORK
65 A-203 12,821,014 EXTERIOR ELEVATIONS - NEW WORK
66 A-301 12,821,015 WALL SECTIONS - NEW WORK
67 A-302 12,821,016 WALL SECTIONS - NEW WORK
68 A-401 12,821,017 ENLARGED PLANS - ENTRY CANOPY AND RAMP - NEW WORK
69 A-402 12,821,018 ENLARGED PLANS - ENTRY CANOPY AND DETAILS - NEW WORK
70 A-403 12,821,019 ENTRY CANOPY DETAILS - NEW WORK
71 A-404 12,821,020 ENTRY CANOPY DETAILS - NEW WORK
72 A-501 12,821,021 WALL DETAILS - NEW WORK
73 A-502 12,821,022 WALL DETAILS - NEW WORK
74 A-503 12,821,023 WALL DETAILS - NEW WORK
75 A-504 12,821,024 ROOF DETAILS - NEW WORK
76 A-505 12,821,025 ROOF DETAILS - NEW WORK
77 A-506 12,821,026 ROOF DETAILS - NEW WORK
78 A-507 12,821,027 PLAN DETAILS - NEW WORK
79 A-508 12,821,028 PLAN DETAILS - NEW WORK
80 A-509 12,821,029 MISCELLANEOUS DETAILS - NEW WORK
81 A-601 12,821,030 DOOR SCHEDULE AND DETAILS
82 A-602 12,821,031 INTERIOR AND EXTERIOR FINISH SCHEDULES
FIRE PROTECTION
83 FX101 12,821,032 SECOND FLOOR PLAN - FIRE SUPPRESSION DEMO/NEW WORK
ELECTRICAL
84 E-001 12,821,033 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
85 ED101 12,821,034 FIRST FLOOR PLAN - DEMOLITION
86 ED102 12,821,035 SECOND FLOOR - DEMOLITION
87 ED501 12,821,036 ELECTRICAL DETAILS - DEMOLITION - ELEVATION
88 E-101 12,821,037 FIRST FLOOR PLAN - POWER NEW WORK
89 E-102 12,821,038 SECOND FLOOR PLAN - POWER NEW WORK
90 E-501 12,821,039 ELECTRICAL DETAILS
91 E-502 12,821,040 LIGHTING DETAILS
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
GENERAL
1 G-001 12,820,950 COVER SHEET
2 G-002 12,820,951 LIST OF SHEETS
3 G-003 12,820,952 PHASING PLANS
HAZARDOUS MATERIAL
4 HM101 12,820,953 HAZARDOUS MATERIALS PLANS
CIVIL
5 C-001 12,820,954 CIVIL LEGEND SYMBOLS, LINE TYPES & ABBREVIATIONS
6 CD101 12,820,955 CIVIL DEMOLITION PLAN - SP-254
7 C-101 12,820,956 CIVIL SITE PLAN - SP-254
8 C-501 12,820,957 CIVIL DETAILS
9 C-502 12,820,958 VDOT CG-12 CURB RAMP DETAILS
10 C-503 12,820,959 EROSION & SEDIMENT CONTROL DETAILS
STRUCTURAL
11 S-001 12,820,960 STRUCTURAL NOTES - FOUNDATION
12 S-002 12,820,961 STRUCTURAL NOTES - STEEL, FALL PROTECTION
13 S-003 12,820,962 STRUCTURAL NOTES - CONCRETE, MASONRY
14 S-004 12,820,963 STRUCTURAL NOTES - ANCHORS
15 SD101 12,820,964 FOUNDATION PLAN - DEMOLITION
16 SD102 12,820,965 FIRST FLOOR PLAN - DEMOLITION
17 SD103 12,820,966 SECOND FLOOR PLAN - DEMOLITION
18 SD104 12,820,967 ROOF PLAN - DEMOLITION
19 SD301 12,820,968 WALL SECTIONS - DEMOLITION
20 SD302 12,820,969 WALL SECTIONS - DEMOLITION
21 SD401 12,820,970 ENLARGED ROOF PLAN - EQUIPMENT ROOMS DEMOLITION
22 S-101 12,820,971 FOUNDATION PLAN
23 S-102 12,820,972 FIRST FLOOR PLAN
24 S-103 12,820,973 SECOND FLOOR PLAN
25 S-104 12,820,974 ROOF PLAN
26 S-301 12,820,975 WALL SECTIONS
27 S-302 12,820,976 WALL SECTIONS
28 S-401 12,820,977 ENLARGED ROOF PLAN - EQUIPMENT ROOMS
29 S-402 12,820,978 ENLARGED FOUNDATION & FIRST FLOOR PLANS - ENTRY CANOPY
30 S-403 12,820,979 ENLARGED FRAMING PLAN - ENTRY CANOPY
31 S-404 12,820,980 ENLARGED FOUNDATION - RAMP ENTRY
32 S-405 12,820,981 SECTIONS & DETAILS - RAMP ENTRY
33 S-406 12,820,982 ENLARGED PLANS - METAL STAIR
34 S-407 12,820,983 PLAN & SECTION - METAL STAIR
35 S-408 12,820,984 ELEVATION - METAL STAIRS
36 S-409 12,820,985 SECTIONS & DETAILS - METAL STAIRS
37 S-501 12,820,986 DETAILS - WALL
38 S-502 12,820,987 DETAILS - ENTRY CANOPY FRAMING
39 S-503 12,820,988 DETAILS - METAL STAIRS
40 S-504 12,820,989 DETAILS - METAL STAIR CANOPY
41 S-505 12,820,990 DETAILS - TYPICAL
42 S-506 12,820,991 DETAILS - TYPICAL
VICINITY MAP LIST OF SHEETS
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 COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO
THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE
ESTABLISHED BY THE CONTRACTING OFFICER.
4 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.
5 OBSERVE AND MAINTAIN BUILDING SECURITY REQUIREMENTS AS DIRECTED
BY THE CONTRACTING OFFICER.
6 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH
WILL REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL
WORK ROUTINE. CONSTRUCTION MUST BE COORDINATED WITH COMMAND
TO PREVENT INTERRUPTION OF BUILDING OPERATIONS.
7 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS
MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL TO
COMMENCEMENT OF RELATED WORK.
8 DRAWINGS ARE BASED ON EXISTING BUILDING PLANS AND FIELD
INVESTIGATIONS. CONTRACTOR MUST VISIT THE BUILDING AND ACQUAINT
THEMSELVES WITH THE EXISTING CONDITIONS AND EXAMINE ALL
DRAWINGS AND SPECIFICATIONS TO AVOID CONFLICT.
9 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER,
AND AT ONCE, REPORT TO THE CONTRACTING OFFICER ANY ERRORS,
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 CONTRACTING OFFICER, THE CONTRACTOR WILL
ASSUME RESPONSIBILITY FOR SUCH PERFORMANCE AND WILL BEAR THE
FULL AMOUNT OF THE COST OF THE CONSTRUCTION.
10 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF INSTALLATION
REQUIREMENTS, CLEARANCES, AND POWER/COMMS. DISCONNECT AND
RECONNECT FOR EXISTING EQUPMENT TO BE REMOVED AND REINSTALLED.
11 ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE
UNLESS OTHERWISE NOTED.
12 ALL MATERIALS MUST BE NEW AND PROVIDED BY THE CONTRACTOR
UNLESS SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE
GOVERNMENT.
GENERAL PROJECT NOTES
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (01 OCT. 2020)
UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2020)
UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (12 JUNE 2020)
INTERNATIONAL BUILDING CODE (IBC) 2018
ACCESSIBILITY CODE:
UNIFORM ACCESSIBILITY STANDARDS (UFAS)
AMERICANS WITH DISABILITIES ACT (ADA)
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)
MECHANICAL CODE:
INTERNATIONAL MECHANICAL CODE (IMC) 2018
ELECTRICAL CODE:
NFPA 70, NATIONAL ELECTRIC CODE (NEC) 2020
PLUMBING CODE:
INTERNATIONAL PLUMBING CODE (IPC) 2018
FIRE PREVENTION & LIFE SAFETY CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (12 AUG. 2020) FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGES 6 (06 MAY 2021)
NFPA 101, LIFE SAFETY CODE, 2018
GOVERNING REGULATIONS
LOCATION MAP
SY
M
DE
S C
RI
PT
I O N
DA
TE
UP
UP
UP
UP
DN
DN
DN
UP
1 2 3 4 1 12 12 12
12 12 1212
12 12 1
5'- 0"
12 112 12 34 4
4 4
9'-
10'-0"
1 2 3 4
12 12 12 21 1 2
12 12 112
1212 12 12
12 112 12 4 4
4 4
4 4
SYMBOL DESCRIPTION
PHASE 11
PHASE 2
PHASE 3
PHASE 4
EXISTING CELING OR
UNDERSIDE OF ENCLOSURE
3 1/2" SOUND
ATTENUATION INSULATION
LINE OF EXISTING FLOOR FINISH
WOOD OR METAL STUD
CONSTRUCTION
HEAD
PLAN
BASE
PROTECTIVE POLYETHYLENE
SHEETING - COVER EXISTING
FINISHES TO REMAIN AND
PROTECT FROM TEMPORARY
PARTITION CONSTRUCTION
DAMAGE
1/2" TREATED PLYWOOD
5/8" GWB
ACOUSTICAL SEALANT
CONTINUOUS EACH SIDE
PROTECTIVE POLYETHYLENE
SHEETING - COVER EXISTING
FINISHES TO REMAIN AND
PROTECT FROM TEMPORARY
PARTITION CONSTRUCTION
DAMAGE
ACOUSTICAL SEALANT
CONTINUOUS EACH SIDE
INTERIOREXTERIOR
EXISTING CONSTRUCTION TO
REMAIN
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
C O
M M
AN
D
M
ID
-A
TL
AN
TI
C
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
PW
D
N O
R
FO
LK
G-003
B U
IL
D
IN
G
S P
-2
PH
AS
IN
G
P
LA
NS
LAB
12,820,952
SAR SAR
02/15/21
MICHAEL COMPTON, CNATTU
EX
TE
RI
O
R
RE
PA
IR
S
RO
O
F
RE
NO
VA
TI
O
N
SEBASTIAN A. RAMOS, R.A.
1576521
N/A
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L S
TA
TI
ON
S. M. SWEENEY, P.E.
GENERAL PHASING NOTES
TYP. TEMPORARY ENCLOSURE DETAIL
0 8' 16' 32'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
FIRST FLOOR PHASING PLAN
0 8' 16' 32'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
SECOND FLOOR PHASING PLAN
0 8' 16' 32'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
ROOF PHASING PLAN
PHASING KEYNOTES
1 INSTALL TEMPORARY WEATHER-TIGHT ENCLOSURE A MINIMUM OF 3 FEET
AWAY FROM EXTERIOR WALL. ENCLOSURE MUST BE CONSTRUCTED TO
WITHSTAND WIND, DUST, AND EXPOSURE TO WEATHER. PROTECT EXISTING
FLOOR FINISH AND EXTEND BARRIER FROM FLOOR TO CEILING ABOVE.
PROVIDE TEMPORARY ACCESS SINGLE DOOR.
2 REMOVE EXISTING SURFACE MOUNTED ELECTRICAL AND
TELECOMMUNICATIONS WIREWAYS AND RECEPTACLES COMPLETE.
PROVIDE TEMPORARY POWER AND NETWORK/TELEPHONE CABLES TO
KEEP WORKSTATIONS FUNCTIONING DURING PHASED WORK. REESTABLISH
PERMANENT POWER AND TELECOMMUNICATIONS ACCESS PRIOR TO THE
END OF PHASED WORK.
3 INSTALL TEMPORARY WEATHER-TIGHT ENCLOSURE A MINIMUM OF 3 FEET
AWAY FROM EXTERIOR WALL. ENCLOSURE TO BE CONSTRUCTED TO
WITHSTAND WIND, DUST, AND EXPOSURE TO WEATHER. BUILD ENCLOSURE
TO EXTENTS AS SHOWN ON PLAN WITH A HEIGHT OF 9 FEET AND WITH
TEMPORARY ACCESS DOUBLE DOORS.
4 INSTALL TEMPORARY WEATHER-TIGHT ENCLOSURE ENTRANCE TO THIS
ROOM THROUGHOUT DURATION OF DEMOLITION AND RENOVATION WORK.
REMOVE ENCLOSURE ENTRANCE AND REHABILITATE ACCESS TO ROOM
ONCE PHASE RENOVATION WORK HAS BEEN COMPLETED.
5 PERFORM ALL STRUCTURAL ROOF REPLACEMENT WORK DURING PHASE 4 -
REFER TO STRUCTURAL DRAWINGS.
1 ALL INTERIOR FINISHED SURFACES WHICH ARE DAMAGED WHILE
PERFORMING WORK UNDER THIS CONTRACT MUST BE PATCHED AND/OR
REPLACED AND FINISHED TO MATCH ADJACENT AREAS.
2 ALL SITE WORK MUST BE DONE CONCURRENTLY WITH PHASE 4 WORK - SEE
CIVIL DRAWINGS.
3 REMOVE ALL TEMPORARY WEATHER-TIGHT ENCLOSURES, PANELS, AND
ACCESS DOORS ONCE CONSTRUCTION WORK FOR THAT PHASE HAS
FINISHED.
4 THE COMMAND WILL BE RESPONSIBLE FOR MOVING FURNITURE AND
EQUIPMENT TO ALLOW FOR INSTALLATION OF TEMPORARY WEATHER-TIGHT
ENCLOSURE AND RENOVATION WORK BY THE CONTRACTOR. ONCE
RENOVATION WORK IS COMPLETE, THE COMMAND WILL BE RESPONSIBLE
FOR MOVING AND REINSTALLING ROOM FURNITURE AND EQUIPMENT BACK
TO THEIR LOCATION.
5 ALL TEMPORARY ENCLOSURES REQUIRED TO PERFORM PHASED WORK
MUST NOT DISRUPT BUILDING EGRESS REQUIREMENTS.
6 ALL WORK PERTINENT TO A SPECIFIC PHASE MUST BE COMPLETED PRIOR
TO COMMENCING WORK ON THE NEXT PHASE.
SY
M
DE
S C
RI
PT
I O N
DA
TE
UP
UP
DN
DN
DN
3 3 3 3
33 2
3 3
STAIR
STAIR
3 3
3 3
5 5
5 5
5 5
OPEN OFFICE
STORAGE
OFFICE
OFFICE
OFFICE
CLASSROOM
ADMIN. SUPPORT
OFFICE
OFFICE
OFFICE
CLASSROOM
110A
RESOURCE
RESOURCE
COMPUTER RM.
CLASSROOM
CLASSROOM
OFFICE
CLASSROOM
110B
6 6
6 6
STAIR
STAIR
3 3 3 3
33 2
3 32
LOCKER
VAULT
CLASSROOM
SYMBOL DESCRIPTION
LEAD-BASED PAINT
ASBESTOS CONTAINING FLOOR TILE AND 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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
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DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
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UNCLASSIFIED
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12,820,953
SAR SAR
02/15/21
MICHAEL COMPTON, CNATTU
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S. M. SWEENEY, P.E.
0 8' 16' 32'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
ROOF HAZARDOUS MATERIALS PLAN
0 8' 16' 32'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
FIRST FLOOR HAZARDOUS MATERIALS PLAN
GENERAL SHEET NOTES
HAZARDOUS MATERIALS KEYNOTES
0 8' 16' 32'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
SECOND FLOOR HAZARDOUS MATERIALS PLAN
HAZARDOUS MATERIALS LEGEND
1 THE WORK WILL REQUIRE THE REMEDIATION OF ASBESTOS-CONTAINING
MATERIALS AND LEAD PAINT AS INDICATED. DESTRUCTIVE ACTIVITIES SUCH
AS BREAKING INTO WALLS, CEILINGS, AND FLOORS WAS NOT PERFORMED IN
ORDER TO LOCATE MATERIALS. IF SUSPECT MATERIALS ARE UNCOVERED,
THE CONTRACTOR MUST STOP WORK UNTIL THE MATERIALS ARE PROPERLY
IDENTIFIED AND ADDRESSED.
2 UNLESS OTHERWISE NOTED, A HAZARDOUS MATERIALS INSPECTION SURVEY
HAS NOT BEEN DONE. CONTRACTOR IS TO ASSUME THE FOLLOWING
MATERIALS CONTAIN HAZARDOUS MATERIALS: PAINT, VCT, SEALANT,
CAULKING, FLOOR TILE, AND TILE MASTIC. IF SUSPECT MATERIALS ARE
UNCOVERED, THE CONTRACTOR MUST STOP WORK UNTIL THE MATERIALS
ARE PROPERLY IDENTIFED AND ADDRESSED.
3 REMEDIATE ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH APPLICABLE
LAWS AND REGULATIONS.
4 ALL TEMPORARY ENCLOSURES REQUIRED TO PERFORM HAZMAT
REMEDIATION MUST NOT DISRUPT BUILDING EGRESS REQUIREMENTS.
5 REFER TO SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
6 REFER TO SHEET A-001 FOR ADDITIONAL ARCHITECTURAL NOTES.
1 A HAZARDOUS MATERIALS INSPECTION SURVEY WAS PERFORMED ON WALLS
AND CEILINGS FOR ROOMS STAIR 131, STAIR 120, STAIR, 229, AND STAIR 218,
WHICH TESTED POSITIVE FOR LEAD PAINT. THE REPORT IS AVAILABLE IN THE
SPECIFICATIONS TO THE CONTRACTOR FOR THEIR INFORMATION. REMEDIATE
ALL LOOSE AND FLAKING LEAD BASED PAINT ON WALLS, CEILINGS, AND
SURFACES UNDERNEATH STAIR TREADS. FOR BIDDING PURPOSES ASSUME
ALL PREVIOUSLY PAINTED SURFACES IN THOSE ROOMS CONTAIN
LEAD-BASED PAINT.
2 EXISTING CONCRETE CANOPIES TO BE REMOVED CONTAIN LEAD-BASED
PAINT. DISPOSE OF LEAD CONTAINING MATERIAL IN ACCORDANCE WITH
APPLICABLE LAWS AND REGULATIONS (FOR BIDDING PURPOSES ASSUME
1,434 SF LEAD-BASED PAINTED SURFACES TOTAL IS PRESENT ON EXISTING
CONCRETE CANOPIES).
3 REMEDIATE ALL ASBESTOS CONTAINING WINDOW SEALANTS AND CAULKING
(FOR BIDDING PURPOSES ASSUME 2,546 LF TOTAL ASBESTOS CONTAINING
SEALANT AND CAULKING IS PRESENT AT EXISTING WINDOWS).
4 REMEDIATE ALL ASBESTOS CONTAINING ASPHALTIC PAPER MATERIAL FROM
EXISTING ROOF CONSTRUCTION (FOR BIDDING PURPOSES, ASSUME 13,699 SF
OF ASBESTOS CONTAINING MATERIAL ON EXISTING ROOF CONSTRUCTION).
5 REMEDIATE ALL ASBESTOS CONTAINING TILE AND MASTIC FROM EXISTING
FLOOR FINISH CONSTRUCTION. EXISTING UNDISTURBED ASBESTOS TILE AND
MASTIC TO REMAIN AS IS (FOR BIDDING PURPOSES ASSUME 9,503 SF OF
ASBESTOS CONTAINING TILE AND MASTIC ON EXISTING FLOOR FINISH
CONSTRUCTION).
6 EXISTING GWB CEILING TO BE REMOVED CONTAINS LEAD-BASED PAINT.
DISPOSE OF LEAD CONTAINING MATERIAL IN ACCORDANCE WITH APPLICABLE
LAWS AND REGULATIONS (FOR BIDDING PURPOSES ASSUME 834 SF
LEAD-BASED PAINTED CEILING SURFACES TOTAL).
7 EXISTING LIGHTING BALLASTS TO BE REMOVED CONTAIN PCBs. DISPOSE OF
LIGHTING FIXTURES AND BALLASTS IN ACCORDANCE WITH SPECIFICATIONS.
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C-001
WATER SYMBOLS
C
SURFACE FEATURES LINE TYPES
STORM DRAIN SYMBOLS
SANITARY SYMBOLS
POWER SYMBOLS
OTHER UTILITY SYMBOLS
SURFACE FEATURES SYMBOLSSURVEY SYMBOLS
UTILITY LINE TYPES
CIVIL SYMBOL LEGEND
ABBREVIATIONS
GENERAL NOTES
NEW WORK LEGEND
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 07 AUG 2018
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.:
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UNCLASSIFIED
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UNCLASSIFIED
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UNCLASSIFIED
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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PWD NORFOLK
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NAVAL STATION NORFOLK, VA
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NAVAL STATION NORFOLK
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NORFOLK, VIRGINIA
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MICHAEL COMPTON, CNATTU
AutoCAD SHX Text 02/15/21
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SEBASTIAN A. RAMOS,R.A.
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S.H. SWEENEY, P.E.
AutoCAD SHX Text 1576521
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CIVIL LEGEND SYMBOLS, LINE TYPES & ABBREVIATIONS
AutoCAD SHX Text 12,820,954
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CEV
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CEV
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JDB
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AS NOTED
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TRAVERSE CONTRACTION JOINT
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TOP OF CURB
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TEMPORARY BENCH MARK
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STEAM
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SPECIFICATIONS
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TCJ
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TC
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TBM
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STM
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SPC
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TRANSFORMER
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UNITED STATES OF AMERICA
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WATER METER
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WATER VALVE
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WELDED WIRE FABRIC
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AC
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AIR CONDITION
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FIRE HYDRANT
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FACE OF CURB
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WATER; WATER LINE
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FH
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FC
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UNDERGROUND ELECTRIC LINE
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OVERHEAD ELECTRIC
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EXPANSION JOINT
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GAS LINE
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EAST; EASTING
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EJ
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OE
AutoCAD SHX Text (E)
AutoCAD SHX Text U.S.
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AutoCAD SHX Text W/
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WM
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WV
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WWF
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TRANS
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TW
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TYP.
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UTIL.
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UNK
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WEST
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WITH
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TOP WALL
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TYPICAL
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UTILITY
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UNKNOWN
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ABANDONED
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ABAND
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HOT WATER/ STEAM
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HW
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POINT OF CURVATURE
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NORTH; NORTHING
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PC
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TRENCH DRAIN
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TD
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TRAFFIC CONTROL PLAN
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TCP
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THICKENED EDGE
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TE
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THICKENED EDGE EXPANSION JOINT
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TEJ
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END OF PIPE
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ELEVATION
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ELECTRICAL
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EOP
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ELEV
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PRIVATELY-OWNED VEHICLE
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JUNCTION BOX
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INVERT
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INLET PROTECTION
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JB
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INV
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STAINLESS STEEL
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SANITARY SEWER
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SEWER FORCE MAIN
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STORM DRAIN LINE
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SANITARY LINE
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FM
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SD
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SAN
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DRAINAGE MANHOLE
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DUCTILE IRON PIPE
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DIP
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DIAMETER; PHASE
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CONCRETE
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CLEAN OUT
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CENTERLINE
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CURB INLET
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BEGINNING POINT
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BENCH MARK
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CABLE TV
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BUILDING
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CONC
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CO
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CI
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BM
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BLDG
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DROP INLET/CATCH BASIN
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DI
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STRUCTURE
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STRC
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RADIUS POINT; RAIDUS
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POLYVINYL CHLORIDE
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POINT OF TANGENCY
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POWER POLE
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PVC
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PT
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PP
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REINFORCED CONCRETE PIPE
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ROOF DRAIN
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RD
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RCP
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SOUTH
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1. EXISTING UTILITIES SHOWN ARE BASED ON HISTORIC DATA THAT WAS VERIFIED, WHERE POSSIBLE, IN THE FIELD. THIS DOES NOT GUARANTEE EXISTING UTILITIES SHOWN ARE BASED ON HISTORIC DATA THAT WAS VERIFIED, WHERE POSSIBLE, IN THE FIELD. THIS DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UTILITIES. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST BE RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE PROPOSED AREA OF WORK PRIOR TO THE START OF DEMOLITION AND/OR CONSTRUCTION. THE CONTRACTOR MUST BE RESPONSIBLE FOR REPAIRING, AT HIS/HER EXPENSE, ANY UTILITIES DAMAGED DURING CONSTRUCTION. 2. THE CONTRACTOR MUST BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT ARE THE CONTRACTOR MUST BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT ARE DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE GOVERNMENT. 3. CONTRACTOR MUST MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT AND CIVILIANS, TO ALL BUILDINGS AND PARKING AREAS CONTRACTOR MUST MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT AND CIVILIANS, TO ALL BUILDINGS AND PARKING AREAS SCHEDULED TO REMAIN OPEN WITHIN OR ADJACENT TO THE LIMITS OF DEMOLITION. CONTRACTOR MUST PROVIDE A MAINTENANCE OF TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO COMMENCING WORK. 4. PROVIDE ALL EROSION CONTROL MEASURES NECESSARY TO PREVENT SEDIMENTATION FROM LAND DISTURBING ACTIVITIES. INSPECT EROSION PROVIDE ALL EROSION CONTROL MEASURES NECESSARY TO PREVENT SEDIMENTATION FROM LAND DISTURBING ACTIVITIES. INSPECT EROSION CONTROL MEASURES FOLLOWING EACH RAINFALL PRODUCING EVENT AND REMOVE ALL SEDIMENT FROM THE STRUCTURES AND NEARBY PAVEMENTS. REFER TO SHEET C-503 FOR DETAILS. 5. HAUL ROUTES FOR EQUIPMENT AND MATERIALS MUST BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE HAUL ROUTES FOR EQUIPMENT AND MATERIALS MUST BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 6. REFER TO CIVIL DEMOLITION PLAN SHEET C-101 FOR EXISTING CONDITIONS AND EXISTING SPOT ELEVATIONS.REFER TO CIVIL DEMOLITION PLAN SHEET C-101 FOR EXISTING CONDITIONS AND EXISTING SPOT ELEVATIONS.
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POINT OF INTERSECTION
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PI
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%%UDESCRIPTION
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STORM MANHOLE
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SAN. SEWER CLEAN OUT
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SAN. SEWER MANHOLE
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REDUCER
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PLUG
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CROSS
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TEE
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WATER VALVE
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FIRE HYDRANT
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SLOT/TRENCH DRAIN
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CURB INLET
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STORM CATCH
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BASIN
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TRAFFIC SIGNAL POLE & MAST ARM
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TELEPHONE MANHOLE
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TELEPHONE VAULT
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TELEPHONE PEDESTAL
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POST
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TRAFFIC SIGN & POST
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PK NAIL
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MONUMENT
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SPOT ELEVATION
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TEMPORARY BENCH MARK
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SHRUB (EVERG)
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BOLLARD
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TREE
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%%UNEW
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%%UEXIST.
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%%UDESCRIPTION
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%%UNEW
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%%UEXIST.
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%%UDESCRIPTION
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%%UNEW
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%%UEXIST.
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%%UNEW
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CABLE/TV PEDESTAL
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%%UEXIST.
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%%UDESCRIPTION
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%%USYMBOL
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%%UDESCRIPTION
AutoCAD SHX Text BASELINE W/STATION BUILDING CENTERLINE CURB - CG-2 CURB & GUTTER - CG-6, CG-7 * TRAFFIC STRIPING TYPE (SOLID) * TRAFFIC STRIPING TYPE (SKIP LINE) * TRAFFIC STRIPING TYPE (MINI SKIP)
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POWER POLE STREET LIGHT POLE POLE ANCHOR ELECTRICAL MANHOLE
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%%UNEW
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%%UEXIST.
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%%UDESCRIPTION
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%%UNEW
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%%UDESCRIPTION
AutoCAD SHX Text GAS CABLE/TV (UNDERGROUND) COMMUNICATIONS (OTHERS) FORCE MAIN OVERHEAD ELECTRIC POWER (UNDERGROUND) SANITARY SEWER STEAM STORM DRAINAGE TELEPHONE (UNDERGROUND) UNKNOWN LINE WATER
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WATER MANHOLE
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BUSH/SMALL TREE
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PARKING STOP
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ASPHALT
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ASPH
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EDGE OF PAVEMENT
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EP
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CURB & GUTTER
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CG
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FLOW LINE
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FL
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HOT MIX ASPHALT
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FOOT OR FEET
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FT
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INCHES
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IN
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STATION
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STA
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TURNING POINT OR TEMPORARY POINT
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TEMPORARY
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TEMP
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SQUARE FEET
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SF
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EDGELINE MARKING
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EL
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END POINT
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EXISTING
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EX
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FIBER OPTIC CABLE
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FO
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MANHOLE
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MATCH GRADE
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MH
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MG
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LIGHT POLE
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LP
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LANDING
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LEFT
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LT
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RIGHT
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RT
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TELEPHONE
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SCHEDULE
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SCH
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TEL
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TELEPHONE
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TREE PROTECTION
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TP
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VIRGINIA DEPARTMENT OF TRANSPORTATION
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VDOT
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VALLEY GUTTER
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VG
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GROUND SHOT
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GS
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WITHOUT
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WORK ZONE
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WZ
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CROSSWALK
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XWALK
AutoCAD SHX Text NEW BITUMINOUS CONCRETE PAVEMENT OVERLAY DEMOLITION AND REMOVAL OF PAVEMENT, CURB, CURB & GUTTER, SIGNS AND POSTS. NEW 4" THICK CONCRETE SIDEWALK, REFER TO SHEET C-501 FOR DETAIL. LANDSCAPE AREA WITH MIN. 4 INCHES OF TOPSOIL, GRADE TO DRAIN AND PROVIDE GRASS SOD, REFER TO SHEET C-501 FOR DETAILS. FOR DETAILS. FOR DETAILS.
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NEW ELEVATION
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CONCRETE BARRIER
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STORM DRAIN PIPE
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CONTINOUS
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CONT
IP
IP
IP
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TP
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IP
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GRAPHIC SCALE
DEMOLITION KEYNOTES
CD101
CIVIL DEMOLITION PLAN - SP-254
IP
EROSION & SEDIMENTATION LEGEND
TP
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CO
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CHIEF ENG/ARCH
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PWD NORFOLK
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NAVAL STATION NORFOLK, VA
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NAVAL STATION NORFOLK
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NORFOLK, VIRGINIA
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MICHAEL COMPTON, CNATTU
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SEBASTIAN A. RAMOS,R.A.
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S.H. SWEENEY, P.E.
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1. DEMOLISH EXISTING CONCRETE SIDEWALK. SAWCUT AT EXISTING DEMOLISH EXISTING CONCRETE SIDEWALK. SAWCUT AT EXISTING JOINTS. 2. DEMOLISH EXISTING CURB & GUTTER, SAWCUT AT NEAREST DEMOLISH EXISTING CURB & GUTTER, SAWCUT AT NEAREST EXISTING JOINT. 3. DEMOLISH EXISTING CURB, SAWCUT AT NEAREST EXISTING DEMOLISH EXISTING CURB, SAWCUT AT NEAREST EXISTING JOINT. 4. ERADICATE EXISTING PAVEMENT MARKING BY MECHANICAL ERADICATE EXISTING PAVEMENT MARKING BY MECHANICAL MEANS, BLACKOUT PAINT NOT ACCEPTABLE. 5. EXCAVATE EXISTING GRASS AS REQUIRED FOR NEW PAVEMENT EXCAVATE EXISTING GRASS AS REQUIRED FOR NEW PAVEMENT AND CURB. 6. DEMOLISH EXISTING PLANTER AND SHRUBS. DEMOLISH EXISTING PLANTER AND SHRUBS.
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CIVIL DEMOLITION PLAN - SP-254
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1. 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, REFER TO SECTION 703. 2. PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PLANS. REFER TO SHEET C-503 FOR EROSION & SEDIMENT CONTROL NOTES & DETAILS. 3. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. REFER TO THIS SHEET FOR EXISTING SPOT ELEVATIONS. REFER TO SHEET C-102 FOR NEW CURB ELEVATIONS AND GRADING INFORMATION. 4. DIMENSION ARE REFERENCED FROM THE FACE OF CURB OR DIMENSION ARE REFERENCED FROM THE FACE OF CURB OR TO CONCRETE JOINT, AND ROUNDED TO THE NEAREST FOOT. 5. REFER TO SHEET C-101 FOR NEW CURB AND CURB AND REFER TO SHEET C-101 FOR NEW CURB AND CURB AND GUTTER LAYOUT INFORMATION.
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PROVIDE NEW INLET PROTECTION
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BLDG SP-254
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REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION OF CANOPY AND LANDING
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BLDG SP-256
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BLDG SP-250
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PROVIDE TREE PROTECTION FENCE
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BLDG SP-366
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REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION OF CANOPY AND LANDING
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REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION OF CANOPY AND LANDING
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REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION OF CANOPY AND LANDING
EXISTING SPOT ELEVATION (TYP)
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DEPARTMENT OF THE NAVY
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FIRE PROTECTION
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PWD NORFOLK
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NAVAL STATION NORFOLK, VA
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NAVAL STATION NORFOLK
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NORFOLK, VIRGINIA
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MICHAEL COMPTON, CNATTU
AutoCAD SHX Text 02/15/21
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SEBASTIAN A. RAMOS,R.A.
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S.H. SWEENEY, P.E.
AutoCAD SHX Text 1576521
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1. PROVIDE 4" THICK CONCRETE SIDEWALK, REFER TO SHEET PROVIDE 4" THICK CONCRETE SIDEWALK, REFER TO SHEET C-502 FOR DETAIL. MATCH TO EXISTING ADJACENT SIDEWALK GRADE. 2. PROVIDE VDOT CG-12 CURB RAMP, REFER TO SHEET C-502 PROVIDE VDOT CG-12 CURB RAMP, REFER TO SHEET C-502 FOR DETAILS. 3. PROVIDE TYPICAL VDOT CG-2 CURB. REFER TO LINE & CURVE PROVIDE TYPICAL VDOT CG-2 CURB. REFER TO LINE & CURVE TABLE, THIS SHEET FOR LAYOUT INFORMATION. 4. PROVIDE TYPICAL VDOT CG-6 CURB & GUTTER. REFER TO LINE PROVIDE TYPICAL VDOT CG-6 CURB & GUTTER. REFER TO LINE & CURVE TABLE, THIS SHEET FOR LAYOUT INFORMATION. 5. PROVIDE LANDSCAPED AREA. REFER TO SHEET C-501 FOR PROVIDE LANDSCAPED AREA. REFER TO SHEET C-501 FOR DETAIL. 6. PROVIDE R7-8 SIGN & POST, REFER TO SHEET C-501 FOR PROVIDE R7-8 SIGN & POST, REFER TO SHEET C-501 FOR DETAILS. 7. PROVIDE R7-8, R7-8P SIGNS & POST, REFER TO SHEET PROVIDE R7-8, R7-8P SIGNS & POST, REFER TO SHEET C-501 FOR DETAILS. 8. PROVIDE VAN ACCESSIBLE PARKING SPACE, REFER TO SHEET PROVIDE VAN ACCESSIBLE PARKING SPACE, REFER TO SHEET C-501 FOR DETAIL 9. PROVIDE TYPICAL ACCESSIBLE PARKING SPACE, REFER TO PROVIDE TYPICAL ACCESSIBLE PARKING SPACE, REFER TO SHEET C-501 FOR DETAIL. 10. PROVIDE NEW BITUMINOUS CONCRETE PAVEMENT, REFER TO PROVIDE NEW BITUMINOUS CONCRETE PAVEMENT, REFER TO SHEET C-501 FOR DETAIL.
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CIVIL SITE PLAN - SP-254
AutoCAD SHX Text 12,820,956
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AS NOTED
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1. 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, REFER TO SECTION 703. 2. PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PROVIDE EROSION & SEDIMENT CONTROLS AS SHOWN ON THESE PLANS. REFER TO SHEET C-503 FOR EROSION & SEDIMENT CONTROL NOTES & DETAILS. 3. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. REFER MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. REFER TO SHEET CD101 FOR EXISTING SPOT ELEVATIONS AND THIS SHEET FOR NEW CURB ELEVATIONS AND GRADING INFORMATION. 4. DIMENSIONS ARE REFERENCED FROM THE FACE OF CURB OR TO DIMENSIONS ARE REFERENCED FROM THE FACE OF CURB OR TO CONCRETE JOINT. 5. DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 6. REFER TO ARCHITECTURAL AND STRUCTURAL PLAN SHEETS FOR REFER TO ARCHITECTURAL AND STRUCTURAL PLAN SHEETS FOR INFORMATION ON THE CONCRETE STAIRS AND ACCESSIBLE RAMP.
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BLDG SP-254
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BLDG SP-256
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BLDG SP-250
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BLDG SP-383
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REFER TO STRUCTURAL & ARCHITECTURAL PLANS FOR NEW CANOPY,
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REFER TO STRUCTURAL & ARCHITECTURAL PLANS FOR NEW CANOPY.
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REFER TO STRUCTURAL PLANS FOR NEW STAIRS
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MG
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TC=12.03
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FL = 11.53
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TC=11.90
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FL = 11.40
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TC=11.82
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FL = 11.32
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TC=11.62
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FL = 11.12
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RIM=11.41
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FL = 10.75
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TYPICAL ASSESSIBLE PARKING SPACE DETAIL
TYPCIAL R7-8 ASSESSIBLE PARKING SIGNS
ACCESSIBLE PARKING SPACE SYMBOL
C-501
TYPICAL NEW CURB AND GUTTER INSTALLATION DETAIL (MATCHING TO BIT PAVEMENT)
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DEPARTMENT OF THE NAVY
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UNCLASSIFIED
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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PWD NORFOLK
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NAVAL STATION NORFOLK, VA
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NAVAL STATION NORFOLK
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NORFOLK, VIRGINIA
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MICHAEL COMPTON, CNATTU
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SEBASTIAN A. RAMOS,R.A.
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S.H. SWEENEY, P.E.
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NOT TO SCALE
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4" MIN TOP SOIL CLASS B
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BACK FILL WITH SELECT FILL MATERIAL
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GENERAL SITE FILL MATERIAL
AutoCAD SHX Text NOTES: 1. TOPSOIL MUST CONFORM TO VDOT RBS SECTIONS 244.02(B) AND 602. TOPSOIL MUST CONFORM TO VDOT RBS SECTIONS 244.02(B) AND 602. 2. SELECT FILL MATERIAL MUST CONFORM TO VDOT RBS SECTION 207 SELECT FILL MATERIAL MUST 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.
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TIFWAY 419 BERMUDA GRASS SOD (TYP)
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EX OR NEW 4" SIDEWALK
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GRADE TO DRAIN
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MATCH TO EXISTING GRADE OF FEATURE
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CG-2 OR CG-6 AS SHOWN ON PLANS
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EXISTING AND/OR NEW PAVEMENT
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PLAN VIEW
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URBAN SECTION OR AREA
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2" SQUARE GALVANIZED PERFORATED POST 2.42 LBS/FT MIN
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SEE DETAIL A
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TUBE SLEEVE FOR 2" SQUARE POST
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24" MIN
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UNREINFORCED CONCRETE FOOTING
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SIGN ATTACHMENT DETAIL
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WASHER
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DETAIL "A"
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LOCKWASHER
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5/16" CORNER BOLT
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SIGN FACE
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SQUARE POST
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GALV LOCKWASHER
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5/16" GALV HEX NUT
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5/16" GALV OR SS HEX NUT
AutoCAD SHX Text NOTE: 1. ALL SIGN POST HARDWARE MUST BE GALVANIZED TO ASTM A-653. 2. STEEL POST MUST CONFORM TO ASTM A570, GRADE 50 FOR STRUCTURAL STEEL.
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SAW CUT EDGE & TACK COAT (TYP) MATCH TO EXISTING GRADE WHERE APPLICABLE
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COMPACTED SUBBASE TO 95% MAX. DENSITY
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VDOT BM-25.0A
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VDOT SM-9.5A H.M.A.
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12" WHITE
AutoCAD SHX Text NOTE: 1. VAN ACCESSIBLE R7-8 & R7-8P SIGNS & POST VAN ACCESSIBLE R7-8 & R7-8P SIGNS & POST 2. TYPICAL ACCESSIBLE R7-8 SIGN & POSTTYPICAL ACCESSIBLE R7-8 SIGN & POST
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INSTALLATION DETAIL
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AutoCAD SHX Text NOTES: : 1 3" MIN STROKE SOLID WHITE SYMBOL AND BORDER. 3" MIN STROKE SOLID WHITE SYMBOL AND BORDER. 2 BLUE BACKGROUND (PANTONE 294C) BLUE BACKGROUND (PANTONE 294C) 3 DIMENSIONS SHOWN ARE THE MINIMUM SIZE FOR 3" STROKE. PARENTHESES DIMENSIONS SHOWN ARE THE MINIMUM SIZE FOR 3" STROKE. PARENTHESES DIMENSIONS ARE FOR AN OPTIONAL 4" STROKE WITH 36"W X41"L SYMBOL
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CIVIL DETAILS
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NEW CURB & GUTTER OR EDGE OF PAVEMENT
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MATCH EXISTING PAVEMENT SECTION
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DO NOT UNDERMINE EXISTING BASE STONE
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VDOT 21A AGGREGATE BASE- 95% COMPACTION
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PLAN VIEW
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AutoCAD SHX Text NEW CURB & GUTTER SPECIFICATIONS 1 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. 2 VDOT CG-2 AND/OR CG-6 CURB & GUTTER. VDOT CG-2 AND/OR CG-6 CURB & GUTTER. 3 VDOT 21A AGGREGATE BASE MATERIAL. COMPACTED TO 98%. AS REQUIRED TO MATCH EXISTING GRADES. RE-COMPACT EXISTING GRADES 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.
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C-502 CROSS SECTION - CG-12 WITH RETAINING CURBA1 CROSS SECTION - CG-12 RAMPA3 TYPICAL WARNING SURFACE DETAILA5
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DEPARTMENT OF THE NAVY
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OF
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EPROJECT NO.:
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UNCLASSIFIED
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UNCLASSIFIED
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UNCLASSIFIED
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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PWD NORFOLK
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NAVAL STATION NORFOLK, VA
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NAVAL STATION NORFOLK
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NORFOLK, VIRGINIA
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MICHAEL COMPTON, CNATTU
AutoCAD SHX Text 02/15/21
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SEBASTIAN A. RAMOS,R.A.
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S.H. SWEENEY, P.E.
AutoCAD SHX Text 1576521
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1. GRATINGS OR SIMILAR ACCESSES MUST NOT BE LOCATED IN THE GRATINGS OR SIMILAR ACCESSES MUST NOT BE LOCATED IN THE AREA AT THE BASE OF THE CURB RAMP OR LANDING AREA. IF OBSTRUCTIONS SUCH AS GRATINGS, INLETS, UTILITY POLES, PULL BOXES, FIRE HYDRANTS, ETC. ARE ENCOUNTERED, THE LOCATION AND DIMENSIONS MAY BE ADJUSTED UPON APPROVAL OF THE CONTRACTING OFFICER. 2.
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