1079_CI_OFC_EXP_DWGS_AMENDMENT 0004 UPDATES.pdf
PDF 9 MB Posted
- Attached to
- Craney Island Office Expansion
- Solicitation number
- W9123624B5010
About this file
This document is a set of civil, architectural, and structural drawings and specifications related to the Craney Island Office Expansion project, a construction and renovation effort for the Craney Island Project Office in Portsmouth, Virginia.
The project involves demolishing an existing 1,200 square foot storage shed and constructing a new 2,744 square foot operations building in its place. The new building will include an open office area, conference room, telecom room, and unisex restrooms. The existing 4,400 square foot administration building will also be renovated. Additionally, the existing parking lot will be repaved. The drawings provide detailed design details for the site work, demolition, foundations, structural systems, and building interiors. The project is being solicited by the Department of the Army Corps of Engineers Engineering District Norfolk under Solicitation Number W9123624B5010. Key details such as the required services, response dates, pricing terms, and any set-asides are not included in these drawings, which primarily focus on the technical design aspects of the project.
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US Army Corps of Engineers ®
SHEET ID
U S
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INDEX OF DRAWINGS
SHEET ID SHEET TITLE
FIRE ALARM
FA001 FIRE ALARM LEGEND, ABBREVIATIONS, AND DETAILS
FAD121 STORAGE SHED FLOOR PLAN - FIRE ALARM - DEMOLITION
FA111 ADMINISTRATION BUILDING FLOOR PLAN - FIRE ALARM - NEW WORK
FA121 OPERATIONS BUILDING FLOOR PLAN - FIRE ALARM - NEW WORK
FA601 FIRE ALARM SEQUENCE OF OPERATION MATRIX
PLUMBING
P-001 PLUMBING LEGEND, ABBREVIATIONS, SCHEDULES, AND NOTES
PD121 STORAGE SHED FLOOR PLAN - PLUMBING - DEMOLITION
P-121 OPERATIONS BUILDING FLOOR PLAN - SANITARY - NEW WORK
P-122 OPERATIONS BUILDING FLOOR PLAN - PLUMBING - NEW WORK
P-601 SANITARY AND DOMESTIC WATER ISOMETRICS
MECHANICAL
M-001 MECHANICAL LEGEND, ABBREVIATIONS, AND SCHEDULES
MD111 ADMINISTRATION BUILDING FLOOR PLAN - MECHANICAL - DEMOLITION
MD121 STORAGE SHED FLOOR PLAN - MECHANICAL - DEMOLITION
MH111 ADMINISTRATION FLOOR PLAN - HVAC - NEW WORK
MH121 OPERATIONS BUILDING FLOOR PLAN - HVAC - NEW WORK
MP112 OPERATIONS BUILDING - HVAC PIPING - NEW WORK
M-501 DETAILS
M-601 SCHEDULES
MI801 CONTROLS
ELECTRICAL
E-001 ELECTRICAL LEGENDS AND ABBREVIATIONS
E-002 ELECTRICAL GENERAL DEMOLITION AND NEW WORK NOTES
ED121 STORAGE SHED FLOOR PLAN - ELECTRICAL - DEMOLITION
ES001 ELECTRICAL SITE PLAN
EL121 OPERATIONS BUILDING FLOOR PLAN - LIGHTING - NEW WORK
EL501 OPERATIONS BUILDING - LIGHTING FIXTURE SCHEDULE
EL502 OPERATIONS BUILDING - LIGHTING FIXTURE DETAILS
EP111 ADMINISTRATION BUILDING FLOOR PLAN - POWER - NEW WORK
EP121 OPERATIONS BUILDING FLOOR PLAN - POWER - NEW WORK
EP601 PANELBOARD SCHEDULES
EP602 PANELBOARD SCHEDULES
EP701 POWER RISER DIAGRAM
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS AND NOTES
TD001 EXISTING TELECOMMUNICATIONS SITE PLAN - DEMOLITION
TD111 ADMINISTRATION BUILDING FLOOR PLAN - TELECOMMUNICATIONS - DEMOLITION
TD121 STORAGE SHED FLOOR PLAN - TELECOMMUNICATIONS - DEMOLITION
TS001 TELECOMMUNICATIONS SITE PLAN - NEW WORK
T-121 OPERATIONS BUILDING FLOOR PLAN - TELECOMMUNICATIONS - NEW WORK
T-301 TELECOMMUNICATIONS ELEVATION DIAGRAMS
T-401 ENLARGED PLANS
T-501 TELECOMMUNICATIONS DETAILS
T-502 TELECOMMUNICATIONS DETAILS
T-701 TELECOMMUNICATIONS BONDING AND GROUNDING RISER DIAGRAM
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
LIFE SAFETY
LS001 BUILDING AND LIFE SAFETY CODE ANALYSIS
LS111 ADMINISTRATION BUILDING FLOOR PLAN - LIFE SAFETY
LS121 OPERATIONS BUILDING FLOOR PLAN - LIFE SAFETY
SURVEY / MAPPING
VF101 EXISTING CONDITIONS
CIVIL
CD101 SITE DEMOLITION PLAN
CS101 SITE PLAN
CS102 SITE STAKEOUT PLAN
CG101 SITE GRADING PLAN
C-501 EROSION AND SEDIMENT CONTROL (1 OF 2)
C-502 EROSION AND SEDIMENT CONTROL (2 OF 2)
C-503 DETAILS
C-504 DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS
S-002 GENERAL STRUCTURAL NOTES
S-003 CFMF WALL FRAMING SCHEDULES & WALL OPENING DETAILS
S-004 WIND LOADS
S-101 FOUNDATION PLAN
S-102 ROOF FRAMING PLAN
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-301 FOUNDATION SECTIONS
S-302 ROOF FRAMING SECTIONS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL FRAMING DETAILS
S-503 TYPICAL CFMF DETAILS
S-504 FRAMING DETAILS
ARCHITECTURAL
A-001 ARCHITECTURAL LEGEND, ABBREVIATIONS, & PROJECT NOTES
A-002 WALL TYPES
A-003 AIR BARRIER
AD111 ADMINISTRATION BUILDING - DEMO. FLOOR PLAN
AD152 STORAGE SHED - DEMO. FLOOR PLAN
A-111 ADMINISTRATION BUILDING - FLOOR PLAN
A-151 OPERATIONS BUILDING - FLOOR PLAN & REFLECTED CEILING PLAN
A-152 OPERATIONS BUILDING - ROOF PLAN
A-251 OPERATIONS BUILDING - ELEVATIONS
A-351 OPERATIONS BUILDING - BUILDING SECTIONS
A-352 OPERATIONS BUILDING - WALL SECTIONS
A-421 OPERATIONS BUILDING - ENLARGED PLANS & INTERIOR ELEVATIONS
A-431 BATHROOM DETAILS
A-441 OPERATIONS BUILDING - INTERIOR ELEVATIONS
A-510 CEILING DETAILS
A-511 MISC. DETAILS
A-521 ROOF DETAILS
A-601 DOOR TYPES & DETAILS
A-610 DOOR DETAILS
A-651 WINDOW AND LOUVER TYPES & DETAILS
INTERIORS
I-001 INTERIORS LEGEND, ABBREVIATIONS, & PROJECT NOTES
I-002 FINISH MATERIAL LEGEND AND NOTES
I-121 OPERATIONS BUILDING - FINISH FLOOR PATTERN PLAN
I-221 OPERATIONS BUILDING - WALL FINISH PLAN
I-321 OPERATIONS BUILDING - SIGNAGE PLAN
I-502 INTERIOR SIGNAGE DETAILS
I-503 EXTERIOR SIGNAGE DETAILS
FURNITURE
F-101 ADMINISTRATIVE AND OPERATIONS BLDG. FURNITURE PLANS
BUILDING AND LIFE SAFETY CODE ANALYSIS
TOPIC DESIGN REFERENCE DESCRIPTION
1. GOVERNING CODES AND CRITERIA UFC 3-600-01 UNIFIED FACILITIES CRITERIA, FIRE PROTECTION ENGINEERING
FOR FACILITIES, CHANGE 6, 06 MAY 2021
UNIFIED FACILITIES CRITERIA, DOD BUILDING CODE, 01 SEP 2022
NFPA 101 NATIONAL FIRE PROTECTION ASSOCIATION, LIFE SAFETY
CODE, 2021 EDITION
NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND
VENTILATING SYSTEMS, 2021 EDITION
2. OCCUPANCY CLASSIFICATION IBC
3. CONSTRUCTION TYPE TYPE II-B IBC 602.2, TABLE 601
4. AREA LIMITATIONS FIRST FLOOR IBC TABLE 506.2
NONCOMBUSTIBLE, UNPROTECTED CONSTRUCTION
5. HEIGHT LIMITATIONS ACTUAL: 24 FEET IBC TABLE 504.3 ALLOWABLE: 55 FEET
6. NUMBER OF STORIES IBC TABLE 504.4 ALLOWABLE: 3 STORIES
7. OCCUPANCY SEPARATIONS IBC TABLE 508.4 / NFPA 101
6.1.14.4
8. STRUCTURAL FIRE RESISTANCE SEE DESCRIPTION IBC TABLE 601 PRIMARY STRUCTURAL FRAME: 0 HOURS
BEARING WALLS, INTERIOR: 0 HOURS
BEARING WALLS, EXTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS, EXTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS, INTERIOR: SEE ITEM 11 BELOW
FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
9. AUTOMATIC SPRINKLERS NOT PROVIDED UFC 3-600-01, 4-2.2 NOT REQUIRED UNDER 15,000 SF FOR TYPE II-B
10. PORTABLE FIRE EXTINGUISHERS PROVIDED, TYPE AND SPACING PER NFPA 10 NFPA 101, 39.3.5 REQUIRED
11. PROTECTION FROM HAZARDS
12. FIRE AND SMOKE DAMPERS NFPA 90A
13. DOOR REQUIREMENTS
14. FIRE DETECTION, ALARM & EVACUATION SYSTEM PROVIDED NFPA 101
15. INTERIOR FINISHES WALLS, EXIT ENCLOSURES, CLASS A NFPA 101, TABLE A.10.2.2 CLASS A OR B REQUIRED
WALLS, LOBBIES AND CORRIDORS, CLASS A OR B CLASS A OR B REQUIRED
WALLS, OTHER SPACES, CLASS A, B, OR C CLASS A, B, OR C REQUIRED
16. MEANS OF EGRESS, OCCUPANT LOAD BUSINESS NFPA 101, TABLE 7.1.3.2 OCCUPANT LOAD, TOTAL PERSONS = 31
17. NUMBER OF MEANS OF EGRESS 2 PROVIDED PER OCCUPANCY NFPA 101, 7.4.1.2 2 REQUIRED
18. EGRESS DISTANCE LIMITATIONS NFPA 101, TABLE A.7.6 MAX COMMON PATH REQUIRED = 100 FEET
ACTUAL: 1 STORY
2 HR SEPARATION (BUSINESS : INDUSTRIAL S.P.)
BUSINESS, GROUP B IBC 304.1, 508.4
ACCESSORY STORAGE, GROUP S-1 IBC 311.2, 508.2
B = 1,757 SF ACCESSORY S-1 = 100 SF 5.7% OF FLOOR
S-1 = 2,744 SF ACCESSORY B = 200 SF 7.3% OF FLOOR
S-1 - ALLOWABLE: 17,500 SF
MECHANICAL ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 38.3.2.2 1 HOUR
STORAGE ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 38.3.2.2 PROVIDED, EXCEPT FOR SMALL CLOSETS
DOORS IN 1 HOUR RATED WALLS NFPA 101, TABLE 8.3.4.2 45 MINUTES FIRE RATING, WITH DOOR CLOSERS
EXISTING SYSTEMS PROVIDED WITH MODIFICATIONS
FLOORS, EXIT ENCLOSURES AND CORRIDORS, CLASS II CLASS II REQUIRED
INDUSTRIAL, SPECIAL PURPOSE NFPA 101, TABLE 7.1.3.2
NFPA 101, TABLE A.7.6 MAX DEAD END PATH REQUIRED = 50 FEET
NFPA 101, TABLE A.7.6 MAX TRAVEL DISTANCE REQUIRED = 300 FEET
BUSINESS
NOT REQUIRED FOR WALLS 1 HOUR OR LESSNONE PROVIDED
OCCUPANT LOAD, TOTAL PERSONS = 8
STORAGE, GROUP S-1 IBC 311.2, 508.4
ADMINISTRATION BUILDING OPERATIONS BUILDING
ACTUAL: 1 STORY
BUSINESS, GROUP B
B = 1,026 SF
STORAGE, GROUP S-1
ACTUAL: 20 FEET
FIRST FLOOR
TYPE II-B
ADMINISTRATION BUILDING OPERATIONS BUILDING
ALLOWABLE: 55 FEET
ALLOWABLE: 3 STORIES
B - ALLOWABLE: 23,000 SF
2 HR SEPARATION REQUIRED PER NFPA 101 NONE REQUIREDNONE PROVIDED
OCCUPANT LOAD, TOTAL PERSONS = 24
S-1 - ALLOWABLE: 17,500 SF
B - ALLOWABLE: 23,000 SF
SEE DESCRIPTION PRIMARY STRUCTURAL FRAME: 0 HOURS
BEARING WALLS, INTERIOR: 0 HOURS
BEARING WALLS, EXTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS, EXTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS, INTERIOR: SEE ITEM 11 BELOW
FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
NOT PROVIDED NOT REQUIRED UNDER 15,000 SF FOR TYPE II-B
PROVIDED, TYPE AND SPACING PER NFPA 10
PROVIDED
WALLS, EXIT ENCLOSURES, CLASS A
WALLS, LOBBIES AND CORRIDORS, CLASS A OR B
WALLS, OTHER SPACES, CLASS A, B, OR C
BUSINESS
2 PROVIDED
MECHANICAL ROOMS, 1 HOUR FIRE BARRIERS
STORAGE ROOMS, 1 HOUR FIRE BARRIERS
DOORS IN 1 HOUR RATED WALLS
FLOORS, EXIT ENCLOSURES AND CORRIDORS, CLASS II
BUSINESS
NONE PROVIDED
MAX COMMON PATH REQUIRED = 100 FEET
MAX DEAD END PATH REQUIRED = 50 FEET
MAX TRAVEL DISTANCE REQUIRED = 300 FEET
1 REQUIRED
REQUIRED
CLASS A OR B REQUIRED
CLASS A OR B REQUIRED
CLASS A, B, OR C REQUIRED
1 HOUR
PROVIDED, EXCEPT FOR SMALL CLOSETS
45 MINUTES FIRE RATING, WITH DOOR CLOSERS
EXISTING SYSTEMS PROVIDED WITH MODIFICATIONS
CLASS II REQUIRED
NOT REQUIRED FOR WALLS 1 HOUR OR LESS
NONCOMBUSTIBLE, UNPROTECTED CONSTRUCTION
ACTUAL TOTAL PERSONS = 5
DOORS IN 2 HOUR RATED WALLS NFPA 101, TABLE 8.3.4.2 1 1/2 HOUR FIRE RATING, WITH DOOR CLOSERS
MAX TRAVEL DISTANCE REQUIRED = 300 FEET
INDUSTRIAL, SPECIAL PURPOSE N/A
ACCESSORY BUSINESS, GROUP B IBC 304.1, 508.2
GROUP B, SEPARATED OCCUPANCY
GROUP S-1, ACCESSORY TO SEPARATED GROUP B
GROUP S-1, SEPARATED OCCUPANCY
GROUP B, SEPARATED OCCUPANCY
GROUP B, ACCESSORY TO SEPARATED GROUP S-1
GROUP S-1, SEPARATED OCCUPANCY
AGGREGATE ACCESSORY AREA LESS THAN 10% FLOOR AREA IBC 508.2.3
NFPA 101 BUSINESS, SEPARATED BUSINESS, GROUP B
STORAGE, INCIDENTAL TO MAIN BUISNESS OCCUPANCY STORAGE, INCIDENTAL TO SEPARATED BUSINESS
INDUSTRIAL SPECIAL PURPOSE, SEPARATED
BUSINESS, INCIDENTAL TO SEPARATED INDUSTRIAL S.P.
NFPA 101 6.1.11
NFPA 101 6.1.13
NFPA 101 6.1.12
NFPA 101 6.1.11
SEPARATED OCCUPANCY PER NFPA 101 6.1.14.4
INCIDENTAL OCCUPANCY PER NFPA 101 6.1.14.1.3
SEPARATED OCCUPANCY PER NFPA 101 6.1.14.4
INCIDENTAL OCCUPANCY PER NFPA 101 6.1.14.1.3
INCIDENTAL OCCUPANCY PER NFPA 101 6.1.14.1.3
S-1 = 166 SF
MAX COMMON PATH REQUIRED = 50 FEET
MAX DEAD END PATH REQUIRED = 50 FEET
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
IBC INTERNATIONAL BUILDING CODE, 2021 EDITION
UFC 1-200-01
US Army Corps of Engineers ®
SHEET ID
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WH
VESTIBULE
JANITOR CLO.
LOCKER ROOM
UNI-SEX
RESTROOM
EXC = 165
EXL = 20
FEC
(ETR)
EXC = 165
EXL = 05
E
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EXC = 165
EXL = 03
EXC = 165
EXL = 11
CORRIDOR
FE
(ETR)
FE
(ETR)
FE
30' TD
30' TD
59' TD
85' DIAGONAL
45' (MINIMUM = 42.5')
73' TD
EXISTING
GARAGE
HEAVY GARAGE
MECHANIC'S 1-1/2
TON VEHICLE
GARAGE
COMPRESSOR
MECHANIC'S
OFFICE
RESTROOM
GENERAL OFFICE
STO.
STO.
QUALITY
ASSURANCE
REPRESENTATIVE
CHIEF OF
CRANEY ISLAND
UNION OFFICE
KITCHEN &
VENDING
BREAK &
CONFERENCE
ROOM
CONFERENCE RM
WITH TABLES &
CHAIRS
B BUSINESS
BUSINESS
B BUSINESS
BUSINESS
B BUSINESS
BUSINESS
B BUSINESS
STORAGE
S-1 STORAGE
LOCKER RM
B BUSINESS
KITCHEN
B BUSINESS
INDUSTRIAL S.P.
S-1 INDUSTRIAL S.P.
BUSINESS
B BUSINESS
BUSINESS
B BUSINESS
INDUSTRIAL S.P.
S-1 INDUSTRIAL S.P.
INDUSTRIAL S.P.
S-1 INDUSTRIAL S.P.
50' CP
FE
(ETR)
FE
(ETR)
FE
(ETR)
36' CP 47' TD
EGRESS ROUTE DISTANCE (IN FEET)
TD = TRAVEL DISTANCE TO EXIT
CP = COMMON PATH OF TRAVEL
DE = DEAD END
EXIT (NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
FIRE & LIFE SAFETY LEGEND
FE
FEC
(ETR)
FIRE EXTINGUISHER CABINET
LOCATION (EXISTING TO REMAIN)
2 HOUR FIRE BARRIER
BUSINESS
IBC NFPA
IBC CLASSIFICATION
NFPA 101 CLASSIFICATION
USE
1 HOUR FIRE BARRIER
ADMIN BLDG OCCUPANT LOAD SUMMARY
BUSINESS
STORAGE
CONFERENCE ROOM WITH TABLE & CHAIRS
LOCKER ROOMS
KITCHEN
BUSINESS (GARAGE)
INDUSTRIAL SPECIAL PURPOSE
150 SQ FT GROSS
USE
(UFC 3-600-01 - TABLE 10-1, NFPA 101 - TABLE 7.3.1.2)
OCCUPANT LOAD FACTOR
(SQ FT / PER PERSON)
500 SQ FT GROSS
15 SQ FT NET
50 SQ FT GROSS
100 SQ FT GROSS
150 SQ FT GROSS
MAX PROBABLE
AREA
(SQ FT)
OCCUPANT
LOAD
TOTAL
US Army Corps of Engineers ®
SHEET ID
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SCALE: 3/16" = 1'-0"G7 ADMINISTRATION BUILDING FLOOR PLAN - LIFE SAFETY
N
4' 8' 12' 16'
SCALE: 3/16" = 1' - 0"
0'
SCALE: NTS
KEY PLAN
ADMINISTRATION BLDG
OPS
BLDG
CONFERENCE
ELEC
UNI-SEX
RESTROOM
UNI-SEX
RESTROOM
TELECOM
STORAGE
CHIEF OFFICE
OPEN OFFICE
CORRIDOR
FEC
E
EXC = 165
EXL = 24
54' TD
AA
BB
CC
A
B
C
D
654321
CONFERENCE RM
WITH TABLES &
CHAIRS
B BUSINESS
MECH, ELEC,
BLDG EQUIP
SPACES
S-1 STORAGE
BUSINESS
B BUSINESS
BUSINESS
B BUSINESS
ST
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ST
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AG
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C O
M R
M S-
ST
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AG
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EGRESS ROUTE DISTANCE (IN FEET)
TD = TRAVEL DISTANCE TO EXIT
CP = COMMON PATH OF TRAVEL
DE = DEAD END
EXIT (NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
FIRE & LIFE SAFETY LEGEND
FE
FEC
(ETR)
FIRE EXTINGUISHER CABINET
LOCATION (EXISTING TO REMAIN)
2 HOUR FIRE BARRIER
BUSINESS
IBC NFPA
IBC CLASSIFICATION
NFPA 101 CLASSIFICATION
USE
1 HOUR FIRE BARRIER
OPS BLDG OCCUPANT LOAD SUMMARY
BUSINESS
STORAGE
TELECOMMUNICATIONS ROOM
MECH, ELEC, BLDG EQUIP SPACES
150 SQ FT GROSS
USE
(UFC 3-600-01 - TABLE 10-1, NFPA 101 - TABLE 7.3.1.2)
OCCUPANT LOAD FACTOR
(SQ FT / PER PERSON)
500 SQ FT GROSS
300 SQ FT GROSS
500 SQ FT GROSS
15 SQ FT NET
AREA
(SQ FT)
OCCUPANT
LOAD
TOTAL
CONFERENCE ROOM WITH TABLE & CHAIRS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
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B
Y:
SU
BM
IT
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D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
LS121
OPS BLDG
O
PE
R
AT
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N
S
BU
IL
D
IN
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F
LO
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P
LA
N
LI
FE
SA
FE
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C R
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IS
LA
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M O
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N O
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TR
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ST
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IC
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M
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N
R . N
AG
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R . N
AG
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AP
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N
AO
F
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E N
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AN
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LA
N D
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IC
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PA
N
SI
O N
P2
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TA
S U
BM
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TA
L
SCALE: 3/16" = 1'-0"G2 OPERATIONS BUILDING FLOOR PLAN - LIFE SAFETY - NEW WORK
N
4' 8' 12' 16'
SCALE: 3/16" = 1' - 0"
0'
SCALE: NTS
KEY PLAN
ADMINISTRATION BLDG
OPS
BLDG
7.10
TURN
15.20
AR2
5.6 4.74.6
4.5
4.5
3.6
3.5
3.5
3.5
3.7
3.0
3.3
3.03.1
3.1 2.62.1
2.1
2.7
2.7
2.9 3.0
2.82.7 2.8
2.4
3.5
3.6
4.8
6.5
3.7
3.6
3.9
3.7
3.7
3.8
4.1
4.5
5.2
5.9
6.4
6.8
6.2 5.3
6.6 5.7
4.9 5.2
6.5 5.6
4.6
4.4
4.2
4.0
3.6
3.4
3.2
3.2
3.3
2.9
3.0 3.1
3.3
3.2
3.3
3.3
3.2
3.4
3.6
3.8
3.3
3.1
2.9
3.1
6.0 5.8
5.8 5.96.06.0
5.8 5.9
8.85.9
6.6
13.9
14.2
13.6 17.0
13.5 16.9
8.85.9
6.2
14.0 13.1
7.86.0 6.0
5.9
6.0 6.1
4.84.8 4.84.8
5.55.6
14.114.1 13.913.9
6.4
5.4
4.4
5.1
5.2
5.9
6.6
7.5
8.2
8.4
14.5
14.2
13.9
13.9
13.8
13.6
13.9 14.013.9
14.1
14.6 13.1
13.5
13.4
13.3
13.1 10.9
10.2
8.8
9.0
9.5
10.8 10.8 8.1
14.2 14.011.4
13.5
13.7 12.5
12.4
11.7
12.7
6.6
6.1
4.3
4.2 4.3
5.2 5.1
14.3
14.7
14.5
14.514.4
14.5
FLAG POLE
14.1 14.0
13.613.9
13.913.913.9 14.013.9 14.4
14.3 14.3
14.414.5
13.413.4
13.6
13.6
13.5 13.5
13.4
13.1
13.813.813.813.513.213.6 13.513.5
13.6 13.313.4
2" METAL ANTENNA POLE
13.7
13.6
13.7
14.1
13.86
"BOBBY"
13.8
13.8
14.4
14.6
13.9
14.2
15.0
14.5 14.7
14.5
14.1 14.3
RIM=13.98
IRON GRATE
15.215.215.0
13.513.6 13.6
13.5 13.613.5
13.713.713.7 14.314.3 14.314.214.214.2
14.4 14.4
14.1
12.9
13.013.0
13.813.0 13.013.8
13.712.9 12.813.7
13.0
12.912.8
12.612.6
12.9
12.8
13.013.0 13.0
8.27.4 8.2
8.2
8.2
8.28.38.28.3
RIM=7.47
IRON GRATE6.5
WATER VALVE7.7 7.77.77.7
8.1
7.8
7.7 7.6
7.8POST
POST
POST
POST
POST
POST
RIM=9.60
IRON GRATE2.4
12.4 10.3
10.2
10.8
10.6
11.2
9.98.5
7.0 6.3
7.6
7.8
7.68.09.8
12.7
14.1 14.3
14.214.114.1
14.1
13.8
13.213.3 13.5
13.3
13.2
12.6 11.7 11.2
14.2
14.1 14.3
14.4
14.614.6 14.6
14.5
14.5
14.7 14.8
15.1
15.1
15.1 15.115.0
SIGN
SIGN
SIGN
15.4
15.2
15.4
SIGN
SIGN
SIGN
SIGN
LAMP POST14.1
14.1LAMP POST
WATER VALVE
16" OAK TREE14.5
14.6 14.4
14.6 14.5
13.9
13.6
13.9
14.8
15.7
15.5
13.4
13.0 12.5
12.9
WATER PUMP
AIR COMPRESSOR
WATER VALVE
13.7
AIR COMPRESSOR
14.42
1ST FLR ELEV14.7SEWER CLEANOUT
15.215.015.1 15.2
14.9 15.0
14.8 14.7
14.5 14.3
14.1 13.9
13.7 13.4
13.9 13.7
13.7
13.0 12.2
11.4 9.8
8.0
7.3 7.8
7.1 6.3
6.5 7.07.3
8.0 9.6
11.1 12.5
13.413.8 14.1
14.1 14.1
13.9 14.0
14.2 14.3
14.5 14.6
14.7 14.9
15.0 14.8
14.8
14.7 14.6
14.2 13.9
13.9 13.9
14.1 13.9
14.1 14.2
14.7 14.7
15.2 15.7
15.6 15.9
15.7
13.5
9.9
9.9 11.8
13.8 15.0
15.0 15.1
15.0
13.73 1st FLR ELEV
14.68
TURN
7.06
CHECK SHOT
14.4
14.1
12.8 12.6
12.3
12.6
12.813.0
14.0
14.5
GATE KEY CODE ACCESS
13.4
13.9
14.2
14.1 14.2
MAILBOX
12.412.4
12.712.7
12.6
12.8
POWER POLE #
DOGGY BAG WASTE
RIM=13.04
TELEPHONE COMM BOX
FIRE HYDRANT
13.2 13.3
13.2
14.4
13.72
"LINN"
13.4 13.1
13.1
12.4
13.4 13.5
14.4 14.4
14.3 14.1
14.0
14.714.614.5
14.6
15.1
14.7
14.5
POWER POLE #
15.0
15.1 14.9
15.2
16.27
1ST FLR ELEV
31.5
RIM=14.22
STORM MANHOLE
14.2
14.6
14.3
14.45
1ST FLR ELEV
10.1
WATER VALVE15.99
OUTLET
13.2
OFFICE BUILDING
15.2
CONCRETE PADWITH TRANSFORMER
COMMS BOX
CRANEY ISLAND SIGN
CONCRETE
ASPHALT
METALWATERMETER
GATE
GATE MOTOR
UNDERGROUND CABLE FROM GATE MOTOR
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
GARAGE
ASPHALT
GRASS
SHED
2" P
IP
E
W /E
LE
C
TR
IC
AL
1" PIPE W/ELECTRICAL
1" P
IP
E
W /E
LE
C
TR
IC
AL
CONCRETE PAD
IRON GRATE
4" P
VC
P
IP
E
4" P
VC
P
IP
E
4" P
VC
P
IP
E
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
" P
VC
P
IP
E
2" PIPE W/ELECTRICAL
2" PIPE W/ELECTRICAL
1"METAL PIPE (NO CONNECTION)
CONCRETE PAD
PICNIC AREA
UNDERGROUD CABLE FROM BUILDING
CONCRETE PAD
CONNEX 1
CONNEX 2
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
1" P
IP
E
O
FF
B
LD
G
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
GAS METER
BAY DOOR
BAY DOOR
BAY DOOR
BAY DOOR
MAIN ENTRANCE
CONCRETE PAD
METAL RAMP
METAL RAMP
METAL RAMP
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
12.8
C O
N C
R
ET
E
ST
EP
S
13.3
13.5
13.2
AI
R
PU
M
P
HO
SE
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
C O
N C
R
ET
E
AS
PH
AL
T
CO
NCRETE
CONCRETE
G
RAVEL & ASPHALT
GRAVEL & ASPHALT
GRASS
GRASS
CONCRETE
GRASS
CONCRETEGRASS
C O
N C
R
ET
E
AS
PH
AL
T
ASPHALTGRASS
ASPHALTGRASS
AS
PH
AL
T
GRAS
S
ASPHALT
GRASS
AS
PH
AL
T
G R
AS
S
CINDER BLOCK SHED
UGC ELECTRIC
CONCRETE PAD
O H
U S
H O
T
CONCRETE PAD
BU
SH
ES
BU
SH
ES
DR
IV
EW
AY
PO
W
ER
L
IN
ES
PO
W
ER
L
IN
ES
O
IL
C H
AN
G
E
AR
EA
REED LINE
REED LINE
REED LINE
R
EED
LIN
E
R
EED
LIN
E
R
EED
LIN
E
REED LINE
POWER POLE #
GUY ANCHOR
12.7
12.6
12.5 12.4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
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L
M
N
P
SU
BM
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TE
D B
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C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
S:
\C
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9_
C R
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IS
LA
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EX
PA
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US Army Corps of Engineers
U .S
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C O
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PS
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N O
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VF101
GENERAL SHEET NOTES:
LEGEND:
SHEET KEYNOTES:
PLAN
NORTH
20' 40'0
SCALE: 1" = 20'
EXISTING CONDITIONSA7
1. SURVEYED BY USACE - NORFOLK DISTRICT SURVEY
SECTION ON MARCH 2ND & 3RD 2022 UTILIZING TOTAL
STATION.
2. PROCESSED IN CIVIL 3D ON MARCH 4TH, 2022.
3. HORIZONTAL DATUM NAD83 2011 VIRGINIA SOUTH.
4. VERTICAL DATUM NAVD88.
x 8.0 SPOT ELEVATION
SURVEY CONTROL
MAJOR CONTOUR
MINOR CONTOUR
1. SURVEY CONTROL MARKERS
TIDAL DATUM DIAGRAM
DATE: 04/19/2016
SCALE: NTS
Mean Lower Low Water
(MLLW), 1983-2001
Mean Low Water (MLW)
Mean High Water (MHW)
NAVD-88
1983-2001 NTDE
2.
1.
0.
15.20
AR2
5.6 4.74.6
4.5
4.5
3.6
3.5
3.5
3.5
3.7
3.0
3.3
3.03.1
3.1 2.62.1
2.1
2.7
2.7
2.9 3.0
2.82.7 2.8
2.4
3.5
3.6
4.8
6.5
3.7
3.6
3.9
3.7
3.7
3.8
4.1
4.5
5.2
5.9
6.4
6.8
6.2 5.3
6.6 5.7
4.9 5.2
6.5 5.6
4.6
4.4
4.2
4.0
3.6
3.4
3.2
3.2
3.3
2.9
3.0 3.1
3.3
3.2
3.3
3.3
3.2
3.4
3.6
3.8
3.3
3.1
2.9
3.1
6.0 5.8
5.8 5.96.06.0
5.8 5.9
8.85.9
6.6
13.9
14.2
13.6 17.0
13.5 16.9
8.85.9
6.2
14.0 13.1
7.86.0 6.0
5.9
6.0 6.1
4.84.8 4.84.8
5.55.6
14.114.1 13.913.9
6.4
5.4
4.4
5.1
5.2
5.9
6.6
7.5
8.2
8.4
14.5
14.2
13.9
13.9
13.8
13.6
13.9 14.013.9
14.1
14.6 13.1
13.5
13.4
13.3
13.1 10.9
10.2
8.8
9.0
9.5
10.8 10.8 8.1
14.2 14.011.4
13.5
13.7 12.5
12.4
11.7
12.7
6.6
6.1
4.3
4.2 4.3
5.2 5.1
14.7
14.514.5
FLAG POLE
13.613.9
13.413.4
13.6
13.6
13.5 13.5
13.4
13.1
13.813.813.813.513.213.6 13.513.5
13.6 13.313.4
2" METAL ANTENNA POLE
13.7
13.6
13.713.86
"BOBBY"
13.8
13.8
13.9
14.2
15.0
14.5
RIM=13.98
IRON GRATE
15.215.215.0
13.513.6 13.6
13.5 13.613.5
13.713.713.7 14.314.3 14.314.214.214.2
14.4 14.4
14.1
12.9
13.013.0
13.813.0 13.013.8
13.712.9 12.813.7
13.0
12.912.8
12.612.6
12.9
12.8
13.013.0 13.0
8.27.4 8.2
8.2
8.2
8.28.38.28.3
RIM=7.47
IRON GRATE6.5
WATER VALVE7.7 7.77.77.7
8.1
7.8
7.7 7.6
7.8POST
POST
POST
POST
POST
POST
RIM=9.60
IRON GRATE2.4
12.4 10.3
10.2
10.8
10.6
11.2
9.98.5
7.0 6.3
7.6
7.8
7.68.09.8
12.7
14.1 14.3
14.214.114.1
14.1
13.8
13.213.3 13.5
13.3
13.2
12.6 11.7 11.2
14.2
14.1 14.3
14.4
14.614.6 14.6
14.5
14.5
14.7 14.8
15.1
15.1
15.1 15.115.0
SIGN
SIGN
SIGN
15.4
15.2
15.4
SIGN
SIGN
SIGN
SIGN
LAMP POST14.1
14.1LAMP POST
WATER VALVE
16" OAK TREE14.5
14.6 14.4
14.6 14.5
13.9
13.6
13.9
14.8
15.7
15.5
13.4
13.0 12.5
12.9
WATER PUMP
AIR COMPRESSOR
WATER VALVE
13.7
AIR COMPRESSOR
14.42
1ST FLR ELEV14.7SEWER CLEANOUT
15.215.015.1 15.2
14.9 15.0
14.8 14.7
14.5 14.3
14.1 13.9
13.7 13.4
13.9 13.7
13.7
13.0 12.2
11.4 9.8
8.0
7.3 7.8
7.1 6.3
6.5 7.07.3
8.0 9.6
11.1 12.5
13.413.8 14.1
14.1 14.1
13.9 14.0
14.2 14.3
14.5 14.6
14.7 14.9
15.0 14.8
14.8
14.7 14.6
14.2 13.9
13.9 13.9
14.1 13.9
14.1 14.2
14.7 14.7
15.2 15.7
15.6 15.9
15.7
13.5
9.9
9.9 11.8
13.8 15.0
15.0 15.1
15.0
13.73 1st FLR ELEV
14.68
TURN
7.06
CHECK SHOT
14.4
14.1
12.8 12.6
12.3
12.6
12.813.0
14.0
14.5
GATE KEY CODE ACCESS
13.4
13.9
14.2
14.1 14.2
MAILBOX
12.412.4
12.712.7
12.6
12.8
POWER POLE #
DOGGY BAG WASTE
RIM=13.04
TELEPHONE COMM BOX
FIRE HYDRANT
13.2 13.3
13.2
14.4
13.72
"LINN"
13.4 13.1
13.1
12.4
13.4 13.5
14.4 14.4
14.3 14.1
14.0
14.714.614.5
14.6
15.1
14.7
14.5
POWER POLE #
15.0
15.1 14.9
15.2
16.27
1ST FLR ELEV
31.5
RIM=14.22
STORM MANHOLE
14.2
14.6
14.3
14.45
1ST FLR ELEV
10.1
WATER VALVE
15.99
OUTLET
13.2
OFFICE BUILDING
15.2
CONCRETE PADWITH TRANSFORMER
COMMS BOX
CRANEY ISLAND SIGN
CONCRETE
ASPHALT
METALWATERMETER
GATE
GATE MOTOR
UNDERGROUND CABLE FROM GATE MOTOR
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
GARAGE
ASPHALT
GRASS
SHED
2" P
IP
E
W /E
LE
C
TR
IC
AL
1" PIPE W/ELECTRICAL
1" P
IP
E
W /E
LE
C
TR
IC
AL
CONCRETE PAD
IRON GRATE
4" P
VC
P
IP
E
4" P
VC
P
IP
E
4" P
VC
P
IP
E
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
" P
VC
P
IP
E
2" PIPE W/ELECTRICAL
2" PIPE W/ELECTRICAL
1"METAL PIPE (NO CONNECTION)
CONCRETE PAD
PICNIC AREA
UNDERGROUD CABLE FROM BUILDING
CONCRETE PAD
CONNEX 1
CONNEX 2
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
1" P
IP
E
O
FF
B
LD
G
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
GAS METER
BAY DOOR
BAY DOOR
BAY DOOR
BAY DOOR
MAIN ENTRANCE
CONCRETE PAD
METAL RAMP
METAL RAMP
METAL RAMP
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
12.8
C O
N C
R
ET
E
ST
EP
S
13.3
13.5
13.2
AI
R
PU
M
P
HO
SE
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
C O
N C
R
ET
E
AS
PH
AL
T
CO
NCRETE
CONCRETE
G
RAVEL & ASPHALT
GRAVEL & ASPHALT
GRASS
GRASS
CONCRETE
GRASS
CONCRETEGRASS
C O
N C
R
ET
E
AS
PH
AL
T
ASPHALTGRASS
ASPHALTGRASS
AS
PH
AL
T
GRAS
S
ASPHALT
GRASS
AS
PH
AL
T
G R
AS
S
CINDER BLOCK SHED
UGC ELECTRIC
CONCRETE PAD
O H
U S
H O
T
CONCRETE PAD
BU
SH
ES
BU
SH
ES
DR
IV
EW
AY
PO
W
ER
L
IN
ES
PO
W
ER
L
IN
ES
O
IL
C H
AN
G
E
AR
EA
REED LINE
REED LINE
REED LINE
R
EED
LIN
E
R
EED
LIN
E
R
EED
LIN
E
REED LINE
POWER POLE #
GUY ANCHOR
12.7
12.6
12.5 12.4
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
SFSF
SF
SF
SF
SF
SF
SF
14.3
14.5
14.5 14.4
14.5
FLAG POLE
14.5
14.7
14.5GARAGE
CONCRETE PAD
.8
5'
5.
.1 2'
5.81'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
S:
\C
R
AN
EY
_I
SL
AN
D \1
9_
C R
AN
EY
IS
LA
N D
O
FF
IC
E
EX
PA
N
SI
O N
\2 _D
ES
IG
N \C
IV
IL
D
\1
C
R
AN
EY
IS
LA
N
D R
EN
O
S H
EE
TS
.D W
G
:2 2:
P
M
/3 0/
AE
C
_B &W
.S
TB
E4
EC
EN
W
I
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
+A
EC
_M
AN
_C O
N
TR
N U
M
AP
R
IL
AN
SI
D
+A
EC
_M
AN
_S O
LI
C
N U
M
PO
R
TS
M
O U
TH
, V
A C
R
AN
EY
IS
LA
N
D O
FF
IC
E R
EN
O
VA
TI
O N
R
TA
S U
BM
IT
TA
L
B.
H
AR
R
IS
Z.
N
EL
SO
N
N
.IN
G O
LD
B.
H
AR
R
IS
SI
TE
D
EM
O
LI
TI
O N
P
LA
N
CD101
GENERAL SHEET NOTES:
LEGEND:
SHEET KEYNOTES:
PLAN
NORTH
20' 40'0
SCALE: 1" = 20'
SITE DEMOLITION PLANA7
DEMOLISH GARAGE / 2 INCH MILL
PAVEMENT
1. REFER TO SHEET VF101 FOR SURVEY CONTROL AND
SURVEY NOTES.
2. REMOVAL LIMITS UP TO EXISTING BUILDINGS AND SHALL
NOT EXTENT PAST EDGE OF PAVEMENT
3. CONTRACTOR SHALL REMOVE TOP 2" OF ASPHALT
MATERIAL. SEE C-503 FOR DETAILS.
1. DEMOLISH GARAGE
2. MILL EXISTING PARKING AREA
3. LIMITS OF MILLING TO END AT EXISTING CONCRETE
4. PROTECT ALL EXISTING BOLLARDS WITHIN PROJECT
LIMITS
5. SEDIMENT RETENTION ROLL, MINIMUM 8" DIAMETER (USE
MATERIAL ONLY ON THE VDOT APPROVED PRODUCTS
LIST). ANCHOR WITH 50 POUND SANDBAG ON EACH END
OR IN ACCORDANCE WITH MANUFACTURERS
INSTALLATION INSTRUCTIONS. REMOVE AFTER
COMPLETION OF MILL AND PAVING ACTIVITIES.
6. DEMOLISH TO SUB-BASE LAYER FOR NEW SIDEWALK.
SEE INSET (L11) FOR DIMENSIONS.
7. DEMOLISH EXISTING CONCRETE BASE.
IP
IP INLET PROTECTION
LOD
SF
LIMITS OF DISTURBANCE
SILT FENCE
CONSTRUCTION LIMITS
0 5' 10'
SCALE: 1" = 5'
INSET - DEMOLITION DIMENSIONS (SIDEWALK)L11
4-3/4"
±2 -7
/8
MAX 1/2"
OPENINGS
SECTION LENGTH VARIES
PERFORATED
STAINLESS
STEEL GRATE
CHANNEL SECTIONS, 0%
WATER ABSORBENT
POLYPROPYLENE
SMOOTH
CHANNEL
BOTTOM, 0%
SLOPE
4- 3/
4"
7.10
TURN
5.6 4.7
4.6
4.5
4.5
3.6
3.5
3.6
4.8
6.5
6.06.0
5.8 5.9
8.85.9
6.6
13.9
14.2
13.6 17.0
13.5 16.9
8.85.9
6.2
14.0 13.1
7.86.0
4.84.8
4.84.8
5.55.6
14.114.1 13.913.9
6.4
5.4
4.4
5.1
5.2
5.9
6.6
7.5
8.2
8.4
14.5
14.2
13.9
13.9
13.8
13.6
13.9 14.013.9
14.1
14.6 13.1
13.5
13.4
13.3
13.1
10.8 10.8
8.1
14.2
14.011.4
13.5
13.7 12.5
12.4
11.7
12.7
FLAG POLE
13.413.4
13.6
13.6
13.5 13.5
13.4
13.1
13.513.2
13.313.4
2" METAL ANTENNA POLE
13.86
"BOBBY"
RIM=13.98
IRON GRATE
13.513.6 13.6
13.5 13.6
13.5 13.713.7
13.7 14.314.4
14.1
12.9
13.013.0
RIM=7.47
IRON GRATE
WATER VALVE7.7
7.77.77.7
POST
POST
POST
POST
POST
POST
RIM=9.60
IRON GRATE13.3
13.2
12.6 11.7
11.2
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
LAMP POST
14.1
14.1LAMP POST
WATER VALVE
16" OAK TREE14.5
14.6
14.4
14.6
14.5
13.9
13.6
13.9
14.8
15.7
13.4
13.0 12.5
12.9
WATER PUMP
AIR COMPRESSOR
WATER VALVE
AIR COMPRESSOR
14.7SEWER CLEANOUT
14.68
TURN
7.06
CHECK SHOT
GATE KEY CODE ACCESS
13.4
13.9
14.2
MAILBOX
POWER POLE #
DOGGY BAG WASTE
RIM=13.04
TELEPHONE COMM BOX
13.2
14.4
13.72
"LINN"
14.5
14.6
15.1
14.7
14.5
POWER POLE #
31.5
RIM=14.22
STORM MANHOLE
WATER VALVE
15.99
OUTLET
CONCRETE PADWITH TRANSFORMER
COMMS BOX
CRANEY ISLAND SIGN
CONCRETE
ASPHALT
METALWATERMETER
GATE
GATE MOTOR
UNDERGROUND CABLE FROM GATE MOTOR
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
ASPHALT
GRASS
SHED
2" P
IP
E
W /E
LE
C
TR
IC
AL
1" PIPE W/ELECTRICAL
1" P
IP
E
W /E
LE
C
TR
IC
AL
CONCRETE PAD
IRON GRATE
4" P
VC
P
IP
E
4" P
VC
P
IP
E
4" P
VC
P
IP
E
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
" P
VC
P
IP
E
2" PIPE W/ELECTRICAL
2" PIPE W/ELECTRICAL
1"METAL PIPE (NO CONNECTION)
CONCRETE PAD
PICNIC AREA
UNDERGROUD CABLE FROM BUILDING
CONNEX 1
CONNEX 2
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
1" P
IP
E
O
FF
B
LD
G
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
GAS METER
BAY DOOR
BAY DOOR
BAY DOOR
MAIN ENTRANCE
CONCRETE PAD
METAL RAMP
METAL RAMP
METAL RAMP
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
C O
N C
R
ET
E
ST
EP
S
AI
R
P U
M P
H O
SE
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
C O
N C
R
ET
E
AS
PH
AL
T
CONCRETE
GRASS
CONCRETEGRASS
C O
N C
R
ET
E
AS
PH
AL
T
ASPHALTGRASS
ASPHALTGRASS
AS
PH
AL
T
GRAS
S
ASPHALT
GRASS
AS
PH
AL
T
G R
AS
S
CINDER BLOCK SHED
UGC ELECTRIC
O H
U S
H O
T
CONCRETE PAD
BU
SH
ES
BU
SH
ES
DR
IV
EW
AY
PO
W
ER
L
IN
ES
PO
W
ER
L
IN
ES
O
IL
C H
AN
G
E
AR
EA
R
EED
LIN
E
R
EED
LIN
E
REED LINE
POWER POLE #
GUY ANCHOR
12.7
12.6
12.5
12.4
-2.00%
OPERATIONSBUILDING
9.00' TYP.
.5
0' T
YP
ADMINISTRATIONBUILDING
9.
111.81'
11.00' 5.00'
41.67'
.6
7'
5.
5.
5.
R20.00'
5.00'
18.97'
44.68'
44.29'
5.
5.00'6.00'
8.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
S:
\C
R
AN
EY
_I
SL
AN
D \1
9_
C R
AN
EY
IS
LA
N D
O
FF
IC
E
EX
PA
N
SI
O N
\2 _D
ES
IG
N \C
IV
IL
D
\1
C
R
AN
EY
IS
LA
N
D R
EN
O
S H
EE
TS
.D W
G
:2 2:
P
M
/3 0/
AE
C
_B &W
.S
TB
E4
EC
EN
W
I
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
+A
EC
_M
AN
_C O
N
TR
N U
M
AP
R
IL
AN
SI
D
+A
EC
_M
AN
_S O
LI
C
N U
M
PO
R
TS
M
O U
TH
, V
A C
R
AN
EY
IS
LA
N
D O
FF
IC
E R
EN
O
VA
TI
O N
R
TA
S U
BM
IT
TA
L
B.
H
AR
R
IS
Z.
N
EL
SO
N
N
.IN
G O
LD
B.
H
AR
R
IS
SI
TE
P
LA
N
CS101
GENERAL SHEET NOTES:
LEGEND:
SHEET KEYNOTES:
PLAN
NORTH
15' 30'0
SCALE: 1" = 15'
SITE PLANA7
1. INSTALL BOLLARD TO PROTECT HVAC
2. INSTALL VAN ACCESSIBLE SIGN AND MARKING
3. ACCESSIBLE AISLE (SEE DETAIL ON C-501)
4. STRIPE MARKINGS (SEE DETAIL ON C-501)
5. TRENCH DRAIN TO BE CONSTRUCTED ALONG BUILDING
WALL. SEE INSET (L12) AND SHEET S-301 FOR DETAILS.
6. NEW POSTS FOR COVERED WALKWAY (TYP.)
7. 45° ANGLE ON SIDEWALK
8. 4" CONCRETE SLAB, 3,000 PSI
CONCRETE SIDEWALK
SIGN
ACCESSIBLE PARKING
1. SEE C-503 REGARDING REPAIRS PRIOR TO PLACEMENT
OF NEW PAVEMENT.
2. NEW CONCRETE SIDEWALK TO CONNECT NEW
OPERATION BUILDING AND RENOVATED ADMINISTRATION
BUILDING.
3. ACCESSIBLE VAN PARKING STALL 11' WIDE AND 18.5'
LONG.
4. ACCESSIBLE AISLE 5' WIDE.
5. INSTALL AND ANCHOR 6' WIDE WHEELSTOPS 30" FROM
EDGE OF PAVEMENT FOR PARKING STALLS.
6. FINISHED FLOOR ELEVATION FOR THE OPERATION
BUILDING IS 15.9'.
.5
0'
2 INCH ASPHALT
PAVEMENT OVERLAY
SCALE: NTS
INSET - TRENCH DRAINL12
5.6 4.7
4.6
4.5
4.5
3.6
3.5
3.6
4.8
6.5
6.06.0
5.8 5.9
8.85.9
6.6
13.9
14.2
13.6 17.0
13.5 16.9
8.85.9
6.2
14.0 13.1
7.86.0
4.84.8
4.84.8
5.55.6
14.114.1 13.913.9
6.4
5.4
4.4
5.1
5.2
5.9
6.6
7.5
8.2
8.4
14.5
14.2
13.9
13.9
13.8
13.6
13.9 14.013.9
14.1
14.6 13.1
13.5
13.4
13.3
13.1
10.8 10.8
8.1
14.2
14.011.4
13.5
13.7 12.5
12.4
11.7
12.7
FLAG POLE
13.413.4
13.6
13.6
13.5 13.5
13.4
13.1
13.513.2
13.313.4
2" METAL ANTENNA POLE
13.86
"BOBBY"
RIM=13.98
IRON GRATE
13.513.6 13.6
13.5 13.6
13.5 13.713.7
13.7 14.314.4
14.1
12.9
13.013.0
RIM=7.47
IRON GRATE
WATER VALVE7.7
7.77.77.7
POST
POST
POST
POST
POST
POST
RIM=9.60
IRON GRATE13.3
13.2
12.6 11.7
11.2
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
LAMP POST
14.1
14.1LAMP POST
WATER VALVE
16" OAK TREE14.5
14.6
14.4
14.6
14.5
13.9
13.6
13.9
14.8
15.7
13.4
13.0 12.5
12.9
WATER PUMP
AIR COMPRESSOR
WATER VALVE
AIR COMPRESSOR
14.7SEWER CLEANOUT
14.68
TURN
7.06
CHECK SHOT
GATE KEY CODE ACCESS
13.4
13.9
14.2
MAILBOX
POWER POLE #
DOGGY BAG WASTE
RIM=13.04
TELEPHONE COMM BOX
13.2
14.4
13.72
"LINN"
14.5
14.6
15.1
14.7
14.5
POWER POLE #
31.5
RIM=14.22
STORM MANHOLE
WATER VALVE
15.99
OUTLET
CONCRETE PADWITH TRANSFORMER
COMMS BOX
CRANEY ISLAND SIGN
CONCRETE
ASPHALT
METALWATERMETER
GATE
GATE MOTOR
UNDERGROUND CABLE FROM GATE MOTOR
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
ASPHALT
GRASS
SHED
2" P
IP
E
W /E
LE
C
TR
IC
AL
1" PIPE W/ELECTRICAL
1" P
IP
E
W /E
LE
C
TR
IC
AL
CONCRETE PAD
IRON GRATE
4" P
VC
P
IP
E
4" P
VC
P
IP
E
4" P
VC
P
IP
E
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
" P
VC
P
IP
E
2" PIPE W/ELECTRICAL
2" PIPE W/ELECTRICAL
1"METAL PIPE (NO CONNECTION)
CONCRETE PAD
PICNIC AREA
UNDERGROUD CABLE FROM BUILDING
CONCRETE PAD
CONNEX 1
CONNEX 2
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
1" P
IP
E
O
FF
B
LD
G
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
FF
B
LD
G
GAS METER
BAY DOOR
BAY DOOR
BAY DOOR
MAIN ENTRANCE
CONCRETE PAD
METAL RAMP
METAL RAMP
METAL RAMP
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
C O
N C
R
ET
E
ST
EP
S
AI
R
P U
M P
H O
SE
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
EL
EC
TR
IC
L
IN
ES
C O
N C
R
ET
E
AS
PH
AL
T
CONCRETE
GRASS
CONCRETEGRASS
C O
N C
R
ET
E
AS
PH
AL
T
ASPHALTGRASS
ASPHALTGRASS
AS
PH
AL
T
GRAS
S
ASPHALT
GRASS
AS
PH
AL
T
G R
AS
S
CINDER BLOCK SHED
UGC ELECTRIC
O H
U S
H O
T
CONCRETE PAD
BU
SH
ES
BU
SH
ES
DR
IV
EW
AY
PO
W
ER
L
IN
ES
PO
W
ER
L
IN
ES
O
IL
C H
AN
G
E
AR
EA
R
EED
LIN
E
R
EED
LIN
E
REED LINE
POWER POLE #
GUY ANCHOR
12.7
12.6
12.5
12.4
-2.00%
OPERATIONSBUILDING
ADMINISTRATIONBUILDING
N: 3492250.4147 E: 12100211.1924
N: 3492279.4659 E: 12100216.0443
N: 3492283.6214 E: 12100216.7384
N: 3492290.4853 E: 12100175.6410
N: 3492299.3647 E: 12100177.1059
N: 3492257.2786 E: 12100170.0950
N: 3492270.7698 E: 12100261.3597
N: 3492270.2306 E: 12100266.3366
N: 3492275.2736 E: 12100267.1966
N: 3492276.0941 E: 12100262.2671
N: 3492278.4621 E: 12100220.9494
N: 3492284.4816 E: 12100223.9790
N: 3492272.0731 E: 12100285.8928
N: 3492277.0042 E: 12100286.7286
N: 3492127.1953 E: 12100165.5258
N: 3492132.6041 E: 12100144.9721
N: 3492196.0335 E: 12100171.0715
N: 3492199.9339 E: 12100170.2389
N: 3492205.3227 E: 12100145.7752
N: 3492259.6405 E: 12100155.4833
N: 3492257.5306 E: 12100167.5191
N: 3492239.8467 E: 12100261.1556
N: 3492225.9705 E: 12100340.9162 N: 3492225.0158 E: 12100340.7593
N: 3492220.4082 E: 12100346.5113 N: 3492221.3342 E: 12100342.5972
N: 3492168.7689 E: 12100337.5469
N: 3492168.6447 E: 12100336.3575
N: 3492175.7941 E: 12100311.3937
N: 3492195.2379 E: 12100199.1924
N: 3492193.2583 E: 12100194.2161
N: 3492224.5675 E: 12100343.2248
N: 3492180.4178 E: 12100277.9404
N: 3492289.7414 E: 12100222.8272
N: 3492292.0427 E: 12100221.1828
N: 3492282.8365 E: 12100221.6776
N: 3492282.4875 E: 12100266.4866 N: 3492280.2025 E: 12100268.0371
N: 3492278.3929 E: 12100260.6300
N: 3492263.0086 E: 12100218.3700
N: 3492268.4342 E: 12100219.2711
N: 3492263.8308 E: 12100213.4470
N: 3492269.2579 E: 12100214.3394
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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GENERAL SHEET NOTES:
LEGEND:
SHEET KEYNOTES:
PLAN
NORTH
15' 30'0
SCALE: 1" = 15'
SITE STAKEOUT PLANA7
CONCRETE SIDEWALK
1. SEE CS101 FOR PARKING MARKINGS.
SIGN
ACCESSIBLE PARKING
2 INCH ASPHALT
PAVEMENT OVERLAY
5.6 4.7
4.6
4.5
4.5
3.6
3.5
3.6
4.8
6.5
6.06.0
5.8 5.9
8.85.9
6.6
13.9
14.2
13.6 17.0
13.5 16.9
8.85.9
6.2
14.0 13.1
7.86.0
4.84.8
4.84.8
5.55.6
14.114.1 13.913.9
6.4
5.4
4.4
5.1
5.2
5.9
6.6
7.5
8.2
8.4
14.5
14.2
13.9
13.9
13.8
13.6
13.9 14.013.9
14.1
14.6 13.1
13.5
13.4
13.3
13.1
10.8 10.8
8.1
14.2
14.011.4
13.5
13.7 12.5
12.4
11.7
12.7
FLAG POLE
13.413.4
13.6
13.6
13.5 13.5
13.4
13.1
13.513.2
13.313.4
2" METAL ANTENNA POLE
13.86
"BOBBY"
RIM=13.98
IRON GRATE
13.513.6 13.6
13.5 13.6
13.5 13.713.7
13.7 14.314.4
14.1
12.9
13.013.0
RIM=7.47
IRON GRATE
WATER VALVE7.7
7.77.77.7
POST
POST
POST
POST
POST
POST
RIM=9.60
IRON GRATE13.3
13.2
12.6 11.7
11.2
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
LAMP POST
14.1
14.1LAMP POST
WATER VALVE
16" OAK TREE14.5
14.6
14.4
14.6
14.5
13.9
13.6
13.9
14.8
15.7
13.4
13.0 12.5
12.9
WATER PUMP
AIR COMPRESSOR
WATER VALVE
AIR COMPRESSOR
14.7SEWER CLEANOUT
14.68
TURN
7.06
CHECK SHOT
GATE KEY CODE ACCESS
13.4
13.9
14.2
MAILBOX
POWER POLE #
DOGGY BAG WASTE
RIM=13.04
TELEPHONE COMM BOX
13.2
14.4
13.72
"LINN"
14.5
14.6
15.1
14.7
14.5
POWER POLE #
31.5
RIM=14.22
STORM MANHOLE
WATER VALVE
15.99
OUTLET
CONCRETE PADWITH TRANSFORMER
COMMS BOX
CRANEY ISLAND SIGN
CONCRETE
ASPHALT
METALWATERMETER
GATE
GATE MOTOR
UNDERGROUND CABLE FROM GATE MOTOR
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
ASPHALT
GRASS
SHED
2" P
IP
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W /E
LE
C
TR
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1" PIPE W/ELECTRICAL
1" P
IP
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W /E
LE
C
TR
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CONCRETE PAD
IRON GRATE
4" P
VC
P
IP
E
4" P
VC
P
IP
E
4" P
VC
P
IP
E
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CONCRETE STEPS
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
" P
VC
P
IP
E
2" PIPE W/ELECTRICAL
2" PIPE W/ELECTRICAL
1"METAL PIPE (NO CONNECTION)
CONCRETE PAD
PICNIC AREA
UNDERGROUD CABLE FROM BUILDING
CONCRETE PAD
CONNEX 1
CONNEX 2
CONCRETE PADW/ AC STAND
2" P
VC
P
IP
E
O
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B
LD
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1" P
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B
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CONCRETE PADW/ AC STAND
2" P
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P
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O
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B
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GAS METER
BAY DOOR
BAY DOOR
BAY DOOR
MAIN ENTRANCE
CONCRETE PAD
METAL RAMP
METAL RAMP
METAL RAMP
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
C O
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ASPHALTGRASS
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UGC ELECTRIC
O H
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CONCRETE PAD
BU
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BU
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POWER POLE #
GUY ANCHOR
12.7
12.6
12.5
12.4
15 14
15.22
15.40
15.90 15.90
15.72
15.72
15.2215.22
13.84 13.89
14.31
14.41
14.02 14.02
14.23
14.02
14.07 15.90
15.90 15.80 15.80
15.30
15.30
-3 :1
-3:1
OPERATIONSBUILDING
ADMINISTRATIONBUILDING
LOD
LOD
LO
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LOD
LOD
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LOD
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LOD
LOD
LOD
LOD
LO
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LOD
LOD
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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CG101
GENERAL SHEET NOTES:
LEGEND:
SHEET KEYNOTES:
PLAN
NORTH
15' 30'0
SCALE: 1" = 15'
SITE GRADING PLANA7
1. MATCH EXISTING GRADE
2. SEDIMENT RETENTION ROLL, MINIMUM 8" DIAMETER (USE
MATERIAL ONLY ON THE VDOT APPROVED PRODUCTS
LIST). ANCHOR WITH 50 POUND SANDBAG ON EACH END
OR IN ACCORDANCE WITH MANUFACTURERS
INSTALLATION INSTRUCTIONS. REMOVE AFTER
COMPLETION OF MILL AND PAVING ACTIVITIES.
3. CONSTRUCTION ENTRANCE TO BE USED FOR WASH
DOWN/CLEANING OF VEHICLES AND EQUIPMENT PRIOR
TO LEAVING PROJECT SITE.
CONCRETE SIDEWALK
1. SEE CD101 FOR MILLING DEPTH.
2. PLACE NEW PAVEMENT TO MATCH EXISTING GRADE.
3. OFF-PAVEMENT DISTURBED AREAS CAUSED BY
CONSTRUCTION ACTIVITIES SHALL BE ADDRESSED WITH
MULCHING, TEMPORARY, AND PERMANENT SEEDING.
SEE C-501 AND C-502 FOR DETAILS.
IP
IP INLET PROTECTION
FFE=15.9'
CONSTRUCTION LIMITS
IP
CE
CE CONSTRUCTION ENTRANCE
4" PERIMETER (TYP.)
30°'
SEE
NOTE 1
SEE
NOTE 2
NOTES:
1. WIDTH OF CROSSHATCH MARKING: 6"
2. SPACING BETWEEN CROSSHATCH MARKINGS: 1.5'
3. WITH OF PARKING STALL MARKINGS: 4"
4. COLOR OF ALL PARKING STALLS, ACCESSIBLE
AISLE, AND STRIPES SHALL BE WHITE.
LE
N
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TH
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PA
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N
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TA
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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(1 O
F 2)
C-501
1. PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF DEMOLISHING A STORAGE SHED AND REPLACING IT WITH A NEW
OPERATIONS BUILDING, AND REPAVING (MILL AND PAVE) THE EXISTING PARKING LOT. THE NEW OPERATIONS BUILDING WILL BE CONSTRUCTED ON A 6-INCH CONCRETE SLAB AND WILL CONSIST
OF A SINGLE ENCLOSED OFFICE, OPEN OFFICE, CONFERENCE ROOM, TELECOM ROOM, UNISEX
RESTROOM WITH LOCKERS AND SHOWER, SUPPLY CLOST, AND WILL REQUIRE ALL UTILITIES TO BE COMPLETE AND FUNCTIONAL. THE EXISTING ASPHALT PARKING AREA WILL BE MILLED 2-INCHES AND NEW HOT-MIX ASPHALT WILL BE PAVED TO MATCH THE EXISTING SURFACE ELEVATION AND
GRADE. A NEW 4-INCH THICK CONCRETE SIDEWALK WILL BE CONSTRUCTED FROM THE NEW
OPERATIONS BUILDING TO THE EXISTING ADMINISTRATION BUILDING.
THE PROJECT'S TOTAL LAND DISTURBANCE IS 0.03 ACRES (1,143 SQUARE FEET) FROM
CONSTRUCTION OF THE NEW SIDEWALK (0.02 ACRES) AND ADJACENT GRADING (0.01 ACRES).
2. EXISTING SITE CONDITIONS
THE EXISTING STORAGE SHED IS A 1,200 SQUARE FEET FRAMED, SLAB ON GRADE FACILITY.
THE EXISTING ADMINISTRATION BUILDING IS A 4,400 SQUARE FEET CONCRETE BLOCK FACILITY CONSISTING PARTLY OF OFFICE SPACE AND GARAGE SPACE. THE SIZE OF THE EXISTING ASPHALT
PARKING LOT IS APPROXIMATELY 13,822 SQUARE FEET.
3. ADJACENT AREAS
ALL ADJACENT AREAS WITHIN THE EXISTING PERIMETER FENCE IS PROPERTY OF U.S. ARMY
CORPS OF ENGINEERS - NORFOLK DISTRICT. THE OWNER OF THE PROPERTY IS THE UNITED
STATES GOVERNMENT. THE PROPOSED WORK IS LOCATED AT THE MAIN ENTRANCE OF THE
CRANEY ISLAND PROJECT OFFICE. IMMEDIATELY TO THE SOUTH AND WEST OF THE PROJECT SITE
ARE RESIDENTIAL PROPERTIES. THE AREA TO THE NORTH OF THE PROJECT SITE IS A
CONCRETE-STEP RETAINING WALL APPROXIMATELY 9 FEET IN HEIGHT FOLLOWED BY A
LOWER-LYING AREA THAT LEADS TO THE JAMES RIVER . THE AREA TO THE EAST OF THE PROJECT SITE IS A PAVED CONCRETE AREA AND THE CONTINUATION OF THE CRANEY ISLAND PROPERTY.
4. OFFSITE AREAS
THERE ARE NO OFFSITE AREAS DEFINED FOR THIS PROJECT.
5. SOILS
A SUBSURFACE EXPLORATION AND TESTING WAS PERFORMED IN JANUARY 2022 IN
PREPARATION FOR THE DESIGN OF THE BUILDING FOUNDATION AND RECOMMENDATIONS FOR
CONSTRUCTION. THREE PRIMARY STRATA ARE LOCATED BENEATH PROJECT. BENEATH A THE
SURFACE LAYER (TOPSOIL OR ASPHALT PAVED AREA), THERE IS APPROXIMATELY 3.5 FEET OF
POTENTIAL FILL MATERIAL, MOSTLY OF POORLY GRADED SAND WITH SILT AND ALSO CLAYEY
SAND. THE NEXT 15 FEET BELOW THAT IS PREDOMINATELY FINE-GRAINED SILTY SAND, UNDERLAIN
BY A MIXTURE OF SAND, SILT, AND GRAVEL TO THE 30 FEET BELOW GROUND SURFACE.
GROUNDWATER AT THE SITE IS APPROXIMATELY 13.5 FEET BELOW GROUND SURFACE.
6. CRITICAL AREAS
THERE ARE NO CRITICAL AREAS DEFINED FOR THIS PROJECT.
7. EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATED AND STRUCTURAL ESC CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE LATEST EDITION OF THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK (VESCH) APPLICABLE TO THE COASTAL REGION OF VIRGINIA. THE
MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO BEFORE, DURING, AND AFTER
CONSTRUCTION, UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. REFER TO THE
CONSTRUCTION PLANS FOR DETAILS AND LOCATIONS ASSOCIATED WITH THE CONTROL
MEASURES.
7.1. GENERAL
7.1.1. A COPY OF THE APPROVED ESC PLAN AND THE VESCH SHALL BE MAINTAINED ON THE
SITE AT ALL TIMES.
7.1.2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THE ESC PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY ESC PLAN TO THE
OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
7.1.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE
OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION.
7.2. STRUCTURAL PRACTICES
7.2.1. TEMPORARY STONE CONSTRUCTION ENTRANCE (CE) - VESCH STD. 3.02
TEMPORARY STONE CONSTRUCTION ENTRANCE IS PROVIDED TO REDUCE THE
AMOUNT OF MUD TRANSPORTED ONTO SURROUNDING PAVED ROADWAY BY
CONSTRUCTION VEHICLES. TEMPORARY STONE CONSTRUCTION ENTRANCE WILL BE
PROVIDED TO ALLOW ACCESS FROM THE MAIN ROAD TO EACH SITE AND ACT AS AN
ENTRANCE TO SITES WITH NO ESTABLISHED ENTRANCE. THE CONSTRUCTION ENTRANCE
MUST BE AT A MINIMUM 70-FEET IN LENGTH, 6-INCHES DEEP, AND 12-FEET WIDE.
7.2.2. SILT FENCE (SF) - VESCH STD. 3.05
SILT FENCING WILL SERVE AS A PERIMETER CONTROL TO PROTECT DISTURBED AREAS
FROM OFF-SITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS OUTSIDE
THE PROJECT SITE.
7.2.3. STORM DRAIN INLET PROTECTION (IP) - VESCH STD. 3.07
STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN THE DESIGNATED
STRUCTURES AS SHOWN ON THE PLANS TO PREVENT SEDIMENT FROM ENTERING
STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED
AREAS.
7.3. VEGETATED PRACTICES
7.3.1. TEMPORARY SEEDING (TS) - VESCH STD. 3.31
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN
SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN FOURTEEN (14) DAYS. TEMPORARY SEEDING SHALL BE APPLIED
IMMEDIATELY AFTER ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS.
REFER TO TABLE 3.31-B AND 3.31-C FOR TEMPORARY SEEDING GUIDANCE.
7.3.2. PERMANENT SEEDING (PS) - VESCH STD. 3.32
ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER
COMPLETION OF LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS,
SEEDED AREAS SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-D FOR
PERMANENT SEEDING GUIDANCE.
7.3.3. MULCHING (MU) - VESCH STD. 3.35
AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHALL BE MULCHED
IMMEDIATELY FOLLOWING SEEDING TO FOSTER THE GROWTH OF VEGETATION. REFER TO
TABLE 3.35-A FOR GUIDANCE ON MULCHING MATERIAL AND APPLICATION RATES.
8. MANAGEMENT STRATEGIES
8.1. STONE CONSTRUCTION ENTRANCES AND SILT FENCE WILL BE INSTALLED AS AN EARLY STEP
DURING LAND DISTURBING ACTIVITIES.
8.2. THE WESTERN HALF OF THE ASPHALT PARKING AREA DRAINS VIA SHEET FLOW TO THE
EXISTING DROP INLET LOCATED ON THE WEST SIDE OF THE ADMINISTRATION BUILDING
WHILE REMAINDER OF THE ASPHALT PARKING AREA DRAINS VIA SHEET FLOW TO THE EAST.
THE GRASS AREA NORTH OF THE ADMINISTRATION BUILDING AND STORAGE BUILDING SHEET
FLOWS TO THE NORTH.
8.3. RESPONSIBILITY FOR PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE CONSTRUCTION
SUPERINTENDENT AND HE/SHE SHALL MAKE ALL CONSTRUCTION WORKERS AWARE OF THE
PROVISIONS OF THE PLAN.
8.4. ALL ESC CONTROL MEASURES SHALL BE CHECKED CONTINUOUSLY AND ESPECIALLY AFTER
EACH SIGNIFICANT STORM TO LOCATE DAMAGES AND CONDUCT MAINTENANCE
OPERATIONS.
8.5. ALL TEMPORARY ESC CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER
EROSION AND SEDIMENTATION.
8.6. WHENEVER A SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED TO ENSURE THE SAFETY AND STABILITY OF THE SLOPE.
8.7. ANY AND ALL MATERIAL TRANSPORTED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE
REMOVED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
THE ROAD BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED
IN THIS MANNER.
8.8. ALL TEMPORARY EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE REMOVED
FROM THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION TO BE CONSIDERED
COMPLETE.
8.9. ALL EXCESS EXCAVATED EARTHWORK MATERIAL SHALL BE PROPERLY TRANSPORTED
OFFSITE AND DISPOSED AT AN APPROVED LOCATION PERTAINING TO APPLICABLE LOCAL,
STATE AND FEDERAL REGULATIONS.
9. SEQUENCE OF CONSTRUCTION
9.1. OBTAIN NECESSARY PERMITS.
9.2. MOBILIZATION.
9.3. ERECT CONTRACTOR STAGING AREAS.
9.4. AS A FIRST MEASURE PRIOR TO LAND DISTURBANCE, INSTALL EROSION AND SEDIMENT
CONTROL MEASURES AROUND LAND DISTURBING ACTIVITIES ON PROJECT SITE.
9.5. INSTALL STABILIZED CONSTRUCTION ACCESS.
9.6. PERFORM BUILDING DEMOLITION OPERATIONS
9.7. PERFORM CONSTRUCTION AND RENOVATION OPERATIONS.
9.8. PERFORM MILLING AND PAVING OPERATIONS
9.9. PERFORM ROUGH GRADING OF THE SITE.
9.10. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE
LOCAL, STATE, AND FEDERAL REGULATIONS.
9.11. INSTALL TEMPORARY SEEDING IN ALL DENUDED AREAS.
9.12. FINE GRADE REMAINING SITE.
9.13. INSTALL LANDSCAPING.
9.14. REMOVE TEMPORARY EROSION CONTROL STRUCTURES.
9.15. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WITHIN 30 DAYS
AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER
NEEDED, AS DIRECTED BY THE CONTRACTING OFFICER.
9.16. RESTORE AND STABILIZE ALL DISTURBED AREAS RESULTING FROM THE REMOVAL OF
TEMPORARY EROSION AND SEDIMENT CONTROLS AS DIRECTED BY THE CONTRACTING
OFFICER.
10. PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
WITHIN 7 DAYS FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE IN ACCORDANCE WITH
STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. STRAW OR FIBER MULCH WILL BE USED. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO
MULCHING.
11. MAINTENANCE OF EROSION AND SEDIMENT
CONTROL MEASURES
11.1.TEMPORARY STONE CONST. ENTRANCE (CE) - VESCH STD. 3.02
11.1.1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES
USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED
FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED,
OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
11.1.2. REMOVAL. REMOVAL OF THE CE SHALL NOT CAUSE THE MIGRATION OF SEDIMENT
OFFSITE. THE CE CAN BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE.
11.2.SILT FENCE (SF) - VESCH STD. 3.05
11.3.1. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE
IMMEDIATELY.
11.3.2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE
RESULTING FROM END RUNS AND UNDERCUTTING.
11.3.3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR
TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
11.3.4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST
BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE
BARRIER.
11.3.5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO
LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
11.3.6. REMOVAL. SILT FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
11.4.STORM DRAIN INLET PROTECTION (IP) - VESCH STD. 3.07
11.4.1. INSPECT THE STRUCTURES AFTER EACH RAIN EVENT AND REPAIRS MADE AS NEEDED
IF STRUCTURE DEEMED DAMAGED.
11.4.2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH
OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A
MANNER THAT IT WILL NOT ERODE.
11.4.3. REMOVAL. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SCALE: 1" = 2'
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