P-3002 IFC PLANS_REV_signed_Part 1 of 7.pdf
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- N4008023R0020
About this file
This set of construction drawings and documents outlines specifications for a project to relocate a hazardous cargo pad and EOD proficiency range at Naval Support Activity Camp Springs in Maryland. The project includes plans for mass earthwork, grading, paving of taxiways and pads, installation of storm sewers and other site utilities, construction of security fencing, and erosion control measures. The documents provide sequencing of construction activities in phases, notes on airfield coordination and safety requirements, stockpile locations, explosive arc maps, and contractor haul routes. Erosion and sediment control notes specify requirements for installation and maintenance of perimeter controls, stabilization, and approvals needed for removal of devices.
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TICAL AREA
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
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N40080-22-R-8580
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No . 28557
M A
AT
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ON
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O . 2
1-
SF
-0
C O
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R S
H E
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GI-001
P-3002 RELOCATE HAZARDOUS CARGO
PAD & EOD PROFICIENCY RANGE
NAVAL SUPPORT ACTIVITY, CAMP SPRINGS, MARYLAND
ISSUED FOR CONSTRUCTION SUBMITTAL
SEPTEMBER 26, 2022
SCALE: NTS
VICINITY MAP
DESIGN CERTIFICATION
OWNER'S / DEVELOPER'S CERTIFICATION
SCALE: 1" = 1000'
LOCATION MAP
SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX
APPROVED
ACTIVITY
DATE
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
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1396650
PROFESS IONAL ENG
I N
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R
ST
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I
L IP
C
H
CR
R K
U
No . 28557
M A
AT
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O . 2
1-
SF
-0
S H
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GI-002
APPROVED
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SEAL
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B
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1396650
PROFESS IONAL ENG
I N
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R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No. 28557
M A
AT
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ON
M D
E N
O . 2
1-
SF
-0
LE
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GI-003
ABBREVIATIONS FOR SITE / CIVIL DRAWINGS
EXISTING
NEW
LEGEND FOR SITE / CIVIL DRAWINGS GENERAL NOTES
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
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DRAWFORM REVISION: 06 APRIL 2017
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1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No. 28557
M A
AT
M
ON
M D
E N
O . 2
1-
SF
-0
M D
E E
S
C G
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E R
A L
N O
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GC-001
MDE EROSION AND SEDIMENT CONTROL GENERAL NOTES MDE GENERAL NOTES FOR WORKING IN TIER II WATERSHEDS
B-4 STANDARDS AND SPECIFICATIONS FOR
VEGETATIVE STABILIZATION
B-4-1 STANDARDS AND SPECIFICATIONS FOR
INCREMENTAL STABILIZATION
B-4-2 STANDARDS AND SPECIFICATIONS FOR SOIL
PREPARATION, TOPSOILING, AND SOIL AMENDMENTS
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
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DRAWFORM REVISION: 06 APRIL 2017
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No. 28557
M A
AT
M
ON
M D
E N
O . 2
1-
SF
-0
M D
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B
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A
TI
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N O
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GC-002
TEMPORARY SEEDING SUMMARY
B-4-3 STANDARDS AND SPECIFICATIONS FOR
SEEDING AND MULCHING
B-4-4 STANDARDS AND SPECIFICATIONS FOR
TEMPORARY STABILIZATION
B-4-5 STANDARDS AND SPECIFICATIONS FOR
PERMANENT STABILIZATION
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
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DRAWFORM REVISION: 06 APRIL 2017
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CHIEF ENG/ARCH
FIRE PROTECTION
N A
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C
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N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No . 28557
M A
AT
M
ON
M D
E N
O . 2
1-
SF
-0
M D
E S
TA
B
IL
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A
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N O
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GC-003
PERMANENT SEEDING SUMMARY
PERMANENT SEEDING SUMMARY
B-4-8 STANDARDS AND SPECIFICATIONS FOR
STOCKPILE AREA
B-4-5 STANDARDS AND SPECIFICATIONS FOR PERMANENT STABILIZATION
(CONTINUED)
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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:
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DES DRW CHK
OF
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DRAWFORM REVISION: 06 APRIL 2017
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N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No. 28557
M A
AT
M
ON
M D
E N
O . 2
1-
SF
-0
M D
E S
TA
B
IL
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A
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O N
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GC-004
ACTIVITY
DATE
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
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O F
TH
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N
AV
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AV
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F
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DRAWFORM REVISION: 06 APRIL 2017
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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C
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N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No. 28557
M A
AT
M
ON
M D
E N
O . 2
1-
SF
-0
G E
N E
R A
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TR
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GC-005
AIRFIELD COORDINATION NOTES:
TEMPORARY CONSTRUCTION CRANE AND STOCKPILE HEIGHT:
AIRFIELD UTILITY STRUCTURE NOTES:
DIG PERMIT NOTES:
WATER AND SEWER NOTES
ACTIVITY
DATE
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
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O F
TH
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N
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AV
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F
AC
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G C
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M
AN
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DRAWFORM REVISION: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
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, D C
N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No . 28557
M A
AT
M
ON
M D
E N
O . 2
1-
SF
-0
S E
Q U
E N
C E
O F
C O
N S
TR
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TI
O N
GC-006
GENERAL SEQUENCE OF CONSTRUCTION
1. THE CONTRACTOR SHALL NOTIFY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT
COMPLIANCE PROGRAM AT 410-537-3510 A MINIMUM OF SEVEN (7) DAYS PRIOR TO THE START
OF CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING.
2. THE CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES BEFORE ANY OTHER CONSTRUCTION ACTIVITY CAN BEGIN.
3. THE CONTRACTOR LAY DOWN AREA AND STOCKPILE AREA SHALL BE DETERMINED BY THE
CONTRACTOR AND WILL BE COORDINATED WITH, AND APPROVED BY, THE MDE INSPECTOR AT
THE PRE-CONSTRUCTION MEETING. THESE AREAS SHALL FALL WITHIN THE LIMITS OF
DISTURBANCE OF THIS PROJECT.
4. STOCKPILE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE 3/7 DAY STABILIZATION
REQUIREMENT AS WELL AS STANDARDS B41 INCREMENTAL STABILIZATION. B-4-4 TEMPORARY
STABILIZATION AND 048 STANDARDS AND SPECIFICATIONS FOR STOCKPILE AREA. REFER TO
TEMPORARY STOCKPILE TYPICAL DETAIL D4 ON SHEET CG-503.
5. ALL AREAS THAT DO NOT DRAIN TO AN MDE APPROVED E&SC DEVICE SHALL BE STABILIZED AT
THE END OF EACH DAY'S CONSTRUCTION.
6. PERMANENTLY SEED AND STABILIZE ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION
OF FINAL PHASE OF GRADING.
7. PROVIDE EROSION CONTROL MATTING IN AREAS OF DISTURBANCE TO SLOPES OF 3:1 OR
GREATER. (MDE DETAIL B-4-6-B).
8. REMOVE SEDIMENT FROM PERMANENT DITCHES TO MAINTAIN DESIGN FLOW CAPACITIES AND
RESTORE INTEGRITY OF MATTING PROTECTION AFTER MAINTENANCE ACTIVITY. APPROVAL
FROM MDE INSPECTOR IS REQUIRED PRIOR TO REMOVAL OF ANY EROSION AND SEDIMENT
CONTROL DEVICE OR TEMPORARY DIVERSIONS; STABILIZE AFFECTED AREA WITH APPROVED
SAME-DAY STABILIZATION MEASURES
9. PERIMETER CONTROLS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.
10. APPROVAL FROM MDE INSPECTOR IS REQUIRED PRIOR TO REMOVAL OF ANY EROSION AND
SEDIMENT CONTROL DEVICE OR TEMPORARY DIVERSIONS; STABILIZE AFFECTED AREAS WITH
APPROVED SAME-DAY STABILIZATION MEASURES.
E&S CONTROL/CONSTRUCTION SEQUENCE STAGE 1A:
1. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES INSTALLED DURING PHASE 0, 1A
AND 1B. UNLESS OTHERWISE SHOWN ON PLANS. AUTHORIZATION FROM MDE INSPECTOR IS
REQUIRED PRIOR TO THE REMOVAL OF ANY ESC DEVICES.
2. INSTALL TGOS-4 AND BIRD DETERRENT NETTING. BEGIN MASS EARTHWORK OPERATIONS
ASSOCIATED WITH THE NEW TAXIWAY AND EOD ACCESS ROADS. INSTALL 24-INCH STEEL
CASING PIPE UNDER TAXIWAY. MODIFY CONSTRUCTION ACCESS ROAD NORTH OF
S.PERIMETER ROADWAY TO MAINTAIN ACCESS DURING GRADING ACTIVITIES.
3. CONTRACTOR MUST COORDINATE WITH AMERICAN STATES UTILITY SERVICES (ASUS) TO
MINIMIZE CONSTRUCTION CONFLICTS WITH ASUS TEAM DURING INSTALLATION OF 16-INCH
WATER MAIN.
4. INSTALL PHASE 2 STORM SEWER SYSTEM AND ASSOCIATED GABION INLET PROTECTIONS.
5. BEGIN GRADING AND CONSTRUCTION OPERATIONS FOR THE NEW VERTICAL ALIGNMENT OF
SOUTH PERIMETER ROAD.
6. INSTALL TEMPORARY STORM STRUCTURE SD7T AND PIPE P-4T AND GABION INLET PROTECTION
PER SHEET CG-107.
7. CONSTRUCT PORTION OF THE PROPOSED TAXIWAY AND NEW TAXIWAY ROLLER GATES.
CONSTRUCT EOD ACCESS ROADWAY. INSTALL GABION INFLOW PROTECTION TO SEDIMENT
TRAPS ST-22 AND ST-20 PER SHEETS CG-107 AND CG-108. INSTALL DIVERSION DIKES #1-2 AND 1-3.
8. CONSTRUCT NEW PORTIONS OF THE AIRFIELD PERIMETER SECURITY FENCE AS SHOWN IN
PHASE 2. SAME DAY STABILIZATION IS REQUIRED FOR FENCE INSTALLATION.
E&S CONTROL/CONSTRUCTION SEQUENCE STAGE 2:
1. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES INSTALLED DURING
STAGE 0, 1A, 1B, AND 2. UNLESS OTHERWISE SHOWN ON PLANS. AUTHORIZATION
FROM MDE INSPECTOR IS REQUIRED PRIOR TO THE REMOVAL OF ANY ESC DEVICES.
2. REMOVE TEMPORARY SOUTH PERIMETER RE-ROUTE ROADWAY. REMOVE
TEMPORARY STORM SEWER SYSTEM AND GABION INLET PROTECTION.
3. COMPLETE MASS EARTHWORK AND INSTALL PHASE 3 STORM SEWER SYSTEM AND
ASSOCIATED INLET AND OUTLET PROTECTION AS REQUIRED PER DRAWINGS.
4. REMOVE TEMPORARY SEDIMENT TRAPS UPON STABILIZATION OF THE UP-STREAM
DRAINAGE AREA. RESTORE AREAS TO EXISTING GRADE AND STABILIZE
IMMEDIATELY.
5. INSTALL TGOS-6 AND BIRD DETERRENT NETTING.
6. INSTALL CONCRETE AND ASPHALT PAVEMENTS FOR THE TAXIWAY, SHOULDERS,
AND HAZARDOUS CARGO PAD.
7. PERMANENTLY STABILIZE ALL DISTURBED AREAS WITHIN PHASE 3 LIMITS OF
DISTURBANCE.
E&S CONTROL/CONSTRUCTION SEQUENCE STAGE 3:
1. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES INSTALLED DURING STAGE 0, 1A, 1B, 2, AND 3. UNLESS OTHERWISE SHOWN ON PLANS. AUTHORIZATION FROM MDE INSPECTOR IS
REQUIRED PRIOR TO THE REMOVAL OF ANY ESC DEVICES.
2. INSTALL TEMPORARY CONSTRUCTION FENCE AND LOW PROFILE BARRICADES AS PER SHEET
CG-114.
3. INSTALL CLEANWATER DIVERSION PIPE IN EXISTING CHANNEL AT NORTHWEST CORNER OF THE TAXIWAY. BEGIN GRADING OPERATIONS WEST OF EXISTING CHANNEL, STABILIZE IMMEDIATELY.
REMOVE CLEANWATER DIVERSION PIPE AND FINISH GRADING OF NORTHWEST SLOPE DURING
NOAA 3-DAY DRY WEATHER FORECAST.
4. REMOVE TGOS - 6. INSTALL STAGE 4 STORM SEWER SYSTEM AND ASSOCIATED GABION INFLOW
PROTECTION.
5. CONDUCT DEMOLITION OF PAVEMENT TO THE EXISTING TRIM PAD AND BEGIN EARTHWORK WITHIN
THE LIMITS OF DISTURBANCE.
6. CONDUCT CONSTRUCTION ACTIVITIES ASSOCIATED WITH PHASE 4 AS PER SHEET CG-114 TO
CG-116.
7. UPON PERMANENT STABILIZATION OF ALL CONTRIBUTING DRAINAGE AREAS, INSTALL BIO-SWALES AND BIORETENTION AREAS. STABILIZE ANY DISTURBANCE ASSOCIATED WITH THE CONSTRUCTION
IMMEDIATELY.
8. INSTALL REMAINING PERMANENT SECURITY FENCE, SAME DAY STABILIZATION REQUIRED FOR
FENCE INSTALLATION.
9. DO NOT REMOVE EROSION AND SEDIMENT CONTROL DEVICES UNTIL FINAL SITE STABILIZATION IS
ACHIEVED AND APPROVAL FOR REMOVAL OF DEVICES IS PROVIDED BY MDE INSPECTOR.
10. PERFORM AS-BUILT SURVEY AND SUBMIT TO MDE FOR APPROVAL.
E&S CONTROL/CONSTRUCTION SEQUENCE STAGE 4:1. COORDINATE LIMITS ON WORK ZONE DUE TO EXISTING QD ARCS.
2. PERIMETER CONTROLS INSTALLED IN STAGE 0 AND 1A MUST REMAIN IN PLACE FOR STAGE 1B
UNLESS OTHERWISE NOTED ON PLANS. AUTHORIZATION FROM MDE INSPECTOR IS REQUIRED
PRIOR TO THE REMOVAL OF ANY ESC DEVICES.
3. CONSTRUCT SOUTH PERIMETER ROAD RE-ROUTE. INSTALL TGOS-2 AND BIRD DETERRENT
NETTING. INSTALL SUPER SILT FENCE LOCATED NEAR THE EASTERN TERMINUS OF SOUTH
PERIMETER RE-ROUTE. INSTALL TEMPORARY STORM STRUCTURES SD3T, AND SD4T. INSTALL
TEMPORARY STORM PIPE P-2T. INSTALL GABION INLET PROTECTION AND OUTLET PROTECTION
PER SHEET CG-104B.
4. INSTALL REMAINING PHASE 1B SUPER SILT FENCE PER SHEET CG-102B. INSTALL DIVERSION
FENCE #1-4B.
5. INSTALL DOUBLE BOX CULVERT, P1, AND HEADWALLS. INSTALL OUTLET PROTECTION PER SHEET
CG-102B. PERFORM GRADING UPSTREAM OF THE BOX CULVERT TO BRING CULVERT ON-LINE.
GRADING MUST BE PERFORMED DURING NOAA 3-DAY DRY WEATHER FORECAST AND STABILIZED
IMMEDIATELY AFTER FINAL GRADE IS ACHIEVED.
6. REMOVE EXISTING STORM SEWER INLET AND PIPE CROSSING SOUTH PERIMETER ROAD.
PERFORM DEMOLITION OF EXISTING SOUTH PERIMETER ROAD.
7. REMOVE TEMPORARY CHANNEL REALIGNMENT AND BEGIN EARTHWORK ACTIVITIES. INSTALL
FRENCH DRAIN LOCATED IN THE EXISTING STREAM CHANNEL FOOTPRINT. INSTALL PHASE 1B
WICK DRAINS, SETTLEMENT PLATES, INCLINOMETERS, VIBRATING WIRE PIEZOMETERS AND SOIL
SURCHARGE MATERIAL REMOVE SURCHARGE MATERIAL AND ASSOCIATED DEVICES FOLLOWING
THE PRESCRIBED PRE-CONSOLIDATION DURATION OUTLINED ON SHEET CG-403.
E&S CONTROL/CONSTRUCTION SEQUENCE STAGE 1B:
E&S CONTROL/CONSTRUCTION SEQUENCE STAGE 0 :
1. COORDINATE LIMITS ON WORK ZONE DUE TO EXISTING QD ARCS.
2. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES INSTALLED DURING STAGE 0. UNLESS
OTHERWISE SHOWN ON PLANS. AUTHORIZATION FROM MDE INSPECTOR IS REQUIRED PRIOR TO
THE REMOVAL OF ANY ESC DEVICE.
3. INSTALL CONSTRUCTION ENTRANCES/TEMPORARY ACCESS ROAD NORTH OF S.PERIMETER ROAD.
4. INSTALL TEMPORARY CONSTRUCTION/SECURITY FENCES PER PHASE 1A DRAWINGS. SAME DAY
STABILIZATION REQUIRED.
5. INSTALL STORM STRUCTURES SD4, SD5, SD6, SD8 AND STORM PIPES P3, P4, P5. INSTALL
CLEANWATER DIVERSION FENCES, GABION INLET PROTECTION, AND OUTLET PROTECTION PER
CG-102A.
6. INSTALL TEMPORARY SEDIMENT TRAP - 20. INSTALL BIRD DETERRENT NETTING ON SEDIMENT
TRAP. INSTALL REMAINING DIVERSION FENCES AND SUPER SILT FENCE.
7. CLEAR AND GRUB REMAINING PORTIONS OF SITE WITHIN THE PHASE 1A LIMITS OF DISTURBANCE.
8. INSTALL PERIMETER SUPER SILT FENCE. INSTALL CLEAN WATER DIVERSION FENCE ALONG SOUTH
PERIMETER ROAD PER SHEET CG-102A. INSTALL STORM STRUCTURES SD68, SD56, SD66, SD88, AND SD 67 ALONG WITH STORM PIPES P48, P40, P47, P77. INSTALL DIVERSION FENCE AND GABION
INLET PROTECTION PER SHEET CG-102A. INSTALL PHASE 1A STORM SEWER SYSTEM, CLEAN
WATER DIVERSION FENCES, AND ASSOCIATED INLET AND OUTLET PROTECTIONS.
9. INSTALL TEMPORARY SEDIMENT TRAP, ST-22. STABILIZE OUTFALL CHANNEL IMMEDIATELY.
INSTALL BIRD DETERRENT NETTING ON SEDIMENT TRAP. INSTALL DIVERSION FENCES LOCATED ON FLANKS OF ST-22. INSTALL REMAINING SUPER SILT FENCE AND DIVERSION FENCE PER STAGE
1A PLANS.
10. REMOVE AND RELOCATE EXISTING FUEL TANK, FENCE, AND EQUIPMENT PER SHEET CG-101A.
STABILIZE AREA IMMEDIATELY FOLLOWING RELOCATION.
11. INSTALL TEMPORARY CHANNEL REALIGNMENT PER SHEET CG-102A DURING NOAA 3-DAY DRY
WEATHER FORECAST. STABILIZE IMMEDIATELY WITH RIP-RAP.
12. BEGIN TREE CLEARING AND GRUBBING ASSOCIATED WITH THE PHASE 1A LIMITS OF
DISTURBANCE.
13. BEGIN EARTHWORK ACTIVITIES. INSTALL PHASE 1A WICK DRAINS, SETTLEMENT PLATES,
INCLINOMETERS, VIBRATING WIRE PIEZOMETERS AND SOIL SURCHARGE MATERIAL REMOVE
SURCHARGE MATERIAL AND ASSOCIATED DEVICES FOLLOWING THE PRESCRIBED
PRE-CONSOLIDATION DURATION OUTLINED ON SHEET CG-403.
14. INSTALL DIVERSION FENCE #1-4 AND GABION INFLOW PROTECTION.
15. CONSTRUCT EOD DETONATION BUNKER AND ASSOCIATED HOLDING PADS. STABILIZE AREA
IMMEDIATELY FOLLOWING INSTALLATION. REMOVE SUPER SILT FENCE AFTER STABILIZATION,
WITH MDE INSPECTORS APPROVAL.
*CONSTRUCTION ACTIVITIES LISTED IN STAGE 0 SEQUENCE OF CONSTRUCTION ARE NOT IN THIS
CONTRACT. EROSION AND SEDIMENT CONTROLS INSTALLED DURING STAGE 0 WILL REMAIN IN
PLACE AND WILL BE PRESENT AT THE START OF THIS CONTRACT.
1. COORDINATE LIMITS ON WORK ZONE DUE TO EXISTING QD ARCS.
2. INSTALL CONSTRUCTION ENTRANCES. INSTALL MOUNTABLE BERMS AND CLEANWATER DIVERSION
PIPES PER SHEET CG-101 AND CG-102.
3. INSTALL SUPER SILT FENCE IN AREA C2/C3 ON SHEET CG-102.
4. INSTALL TEMPORARY SEDIMENT TRAPS - 21. INSTALL TG0S-0-1, TGOS-0-2, TGOS-0-3, TGOS-0-4, AND
TGOS 0-5. INSTALL BIRD DETERRENT NETTING ON SEDIMENT TRAP AND TGOS'S. INSTALL GABION INFLOW PROTECTION AND DIVERSION FENCE #0-1, #0-2, #0-3, #0-4, #0-5, #0-6, AND #0-7.
5. INSTALL REMAINING PERIMETER SUPER SILT FENCE.
6. PERFORM TREE CLEARING AND GRUBBING ASSOCIATED WITH THE PHASE 0 LIMITS OF
DISTURBANCE EXCEPT FOR AREAS SHOWN ON SHEET CG-101 AND CG-102 AS TREE REMOVAL
ONLY.
7. PROVIDE TEMPORARY SEEDING AND STABILIZATION PER B-4-4 STANDARDS AND SPECIFICATIONS
ON SHEET GC-003. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES INSTALLED DURING
PHASE 0 UNLESS OTHERWISE SHOWN ON PLANS. AUTHORIZATION FROM MDE INSPECTOR IS
REQUIRED PRIOR TO THE REMOVAL OF ANY ESC DEVICES.
ACTIVITY
DATE
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
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N
AV
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AV
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DRAWFORM REVISION: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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FA
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N40080-15-D-0452
1396650
PROFESS IONAL ENG
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I
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No . 28557
M A
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1-
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-0
C O
N
TR
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TO
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NOTES:
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M
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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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TM
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TH
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AV
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F
AC
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DRAWFORM REVISION: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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IN
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IN
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C O
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N40080-22-R-8580
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B A
TC
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LA
N T
LA
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N
GI-102
NOTES:
AutoCAD SHX Text BID OPTION - 1: BATCH PLANT EXTENSION SITE (APPROXIMATELY 6.10 ACRE EXPANSION OF THE EXISTING NEVADA AVE BATCH PLANT SITE)
AutoCAD SHX Text
EXISTING NEVADA AVE BATCH PLANT SITE TO BE UTILIZED BY CONTRACTOR
AutoCAD SHX Text PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 53990 , EXPIRATION DATE: 02-24-2023.
AutoCAD SHX Text 09/26/2022
AutoCAD SHX Text
AutoCAD SHX Text 0 ISSUE FOR CONSTRUCTION 09/26/2022ISSUE FOR CONSTRUCTION 09/26/2022 09/26/202209/26/2022
AutoCAD SHX Text 80'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 160'
AutoCAD SHX Text 120'
AutoCAD SHX Text 200'
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13140281
AutoCAD SHX Text
AutoCAD SHX Text
1. CONTRACTOR SHALL STAGGER TRUCK TRAFFIC OR CONSTRAIN DELIVERIES TO CONTRACTOR SHALL STAGGER TRUCK TRAFFIC OR CONSTRAIN DELIVERIES TO NIGHTTIME HOURS TO THE MAXIMUM EXTENT PRACTICABLE IN ORDER TO MINIMIZE IMPACT ON VEHICULAR TRAFFIC. 2. SEE AIRFIELD COORDINATION NOTES ON SHEET GC-005. SEE AIRFIELD COORDINATION NOTES ON SHEET GC-005. 3. BATCH PLANT LAYOUT IS SHOWN SCHEMATICALLY. THE EXACT LOCATION AND BATCH PLANT LAYOUT IS SHOWN SCHEMATICALLY. THE EXACT LOCATION AND SPACING OF EQUIPMENT SHALL BE ADJUSTED IN FIELD. 4. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SITE UTILITIES AND CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SITE UTILITIES AND PERMITTING ASSOCIATED WITH BATCH PLANT CONSTRUCTION AND OPERATION.
ACTIVITY
DATE
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
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DRAWFORM REVISION: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
JO
IN
T
BA
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A
N D
R
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AV
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A
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F
AC
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AM
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SP
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IN
G
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D
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M
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SC
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PR
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A N
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W
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N N
AV
Y
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AS
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TO
N
, D C
N40080-15-D-0452
1396650
PROFESS IONAL ENG
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I
L IP
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No . 28557
M A
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E X
P O
S
IV
E A
R C
S
O
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S E
TS
M
A P
GI-103
N
LEGEND
NOTES:
ACTIVITY
DATE
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
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O M
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DRAWFORM REVISION: 06 APRIL 2017
PM/DM
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CHIEF ENG/ARCH
FIRE PROTECTION
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FA
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E
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IN
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C O
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W A
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IN
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TO
N
JO
IN
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BA
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A
N D
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A
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AC
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A N
G E
W
AS
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IN
G
TO
N N
AV
Y
YA
R
D W
AS
H
IN
G
TO
N
, D C
N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
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ST
AT
E OF MARYLANDE
I
L IP
C
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CR
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No . 28557
M A
AT
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1-
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O N
-S
IT
E S
TO
C
K P
IL
E
L O
C A
TI
O
N P
LA
N
GI-104
N
NOTES:
SG
APPROVED
ACTIVITY
DATE
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: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
JO
IN
T
BA
SE
A
N D
R
EW
S N
AV
AL
A
IR
F
AC
IL
IT
Y C
AM
P
SP
R
IN
G
S, M
D
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
P -3
R E
LO
C
A
TE
H A
ZA
R
D O
U S
C A
R G
O P
A D
A N
D E
O D
P R
O
FI
C
IE
N C
Y R
A N
G E
W
AS
H
IN
G
TO
N N
AV
Y
YA
R
D W
AS
H
IN
G
TO
N
, D C
N40080-15-D-0452
1396650
PROFESS I ONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No. 28557
M A
AT
M
ON
1-
SF
-0
C O
N S
TR
U
C
TI
O N
P H
A S
IN
G
P
LA
N
P H
A S
E
GI-111
N
LEGEND
SG
GENERAL NOTES:
PHASE 1 ACTIVITIES (PERIMETER ROAD TO REMAIN OPEN)
x x
APPROVED
ACTIVITY
DATE
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: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
JO
IN
T
BA
SE
A
N D
R
EW
S N
AV
AL
A
IR
F
AC
IL
IT
Y C
AM
P
SP
R
IN
G
S, M
D
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
P -3
R E
LO
C
A
TE
H A
ZA
R
D O
U S
C A
R G
O P
A D
A N
D E
O D
P R
O
FI
C
IE
N C
Y R
A N
G E
W
AS
H
IN
G
TO
N N
AV
Y
YA
R
D W
AS
H
IN
G
TO
N
, D C
N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No . 28557
M A
AT
M
ON
1-
SF
-0
C O
N S
TR
U
C
TI
O N
P H
A S
IN
G
P
LA
N
P H
A S
E
GI-112
N
PHASE 2 NOTES: PHASE 2 ACTIVITIES
(TEMPORARY PERIMETER ROAD)
LEGEND
APPROVED
ACTIVITY
DATE
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: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
JO
IN
T
BA
SE
A
N D
R
EW
S N
AV
AL
A
IR
F
AC
IL
IT
Y C
AM
P
SP
R
IN
G
S, M
D
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
P -3
R E
LO
C
A
TE
H A
ZA
R
D O
U S
C A
R G
O P
A D
A N
D E
O D
P R
O
FI
C
IE
N C
Y R
A N
G E
W
AS
H
IN
G
TO
N N
AV
Y
YA
R
D W
AS
H
IN
G
TO
N
, D C
N40080-15-D-0452
1396650
PROFESS IONAL ENG
I N
EE
R
ST
AT
E OF MARYLANDE
I
L IP
C
H
CR
R K
U
No . 28557
M A
AT
M
ON
1-
SF
-0
C O
N S
TR
U
C
TI
O N
P H
A S
IN
G
P
LA
N
P H
A S
E
GI-113
N
PHASE 3 NOTES: PHASE 3 ACTIVITIES
LEGEND
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