1596300dwg07of26_Civil-CE.pdf
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- Solicitation number
- N4008520R0015
About this file
This solicitation is for design-bid-build construction services for a new F-35 Training and Simulator Facility at Marine Corps Air Station Cherry Point in North Carolina. The project magnitude is between $25-100 million. Proposals are due on April 9, 2020 by 2:00pm EDT, with pre-proposal inquiries accepted until March 30th. The work is being solicited on an unrestricted basis with full and open competition. The NAICS code is 236210 for industrial building construction, with a small business size standard of $39.5 million. The soliciting agency is the Department of the Navy Naval Facilities Engineering Command. Wage determinations for the project have been published.
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D
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MATSS MISSION PLANNING
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COMP EQUIP ROOM
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COMP EQUIP ROOM
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DEBRIEF
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FMS/OTW
IOS ROOM
COMP EQUIP ROOM
SERVER
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DEBRIEF
CORR
FMS/OTW
IOS ROOM
COMP EQUIP ROOM
SERVER
BRIEF
DEBRIEF
CORR
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LOCKER
LOCKER
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COMP SUPPORT
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ELEC
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F-35 TRAINING AND SIMULATOR FACILITY
PLAN
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FINAL EROSION CONTROL PLAN - AREA 1
SCALE IN FEET
30' 60'
M A
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1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.
3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.
4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
1. PERMANENT SOD, SEE LANDSCAPE PLANS.
GENERAL NOTES
WORK NOTES
KEY PLAN
PLAN
NORTH
A1
CE302 CE301
CE303
I S
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HATCH LEGEND
PERMANENT SOD SEE LANDSCAPE PLANS
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
CONCRETE PAVEMENT
SIDEWALK
CONCRETE SWALE
2" MILL AND OVERLAY
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DONALD ELLIOT
(BY EMAIL 08JAN2020)
XXXXX
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SCALE IN FEET
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GENERAL NOTES
WORK NOTES
KEY PLAN
1. PERMANENT SOD, SEE LANDSCAPE PLANS.
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.
3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.
4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
PLAN
NORTH
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CE303
I S
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LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
SIDEWALK
CONCRETE SWALE
CONCRETE PAVEMENT
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FINAL EROSION CONTROL PLAN - AREA 3
SCALE IN FEET
30' 60'
1. PERMANENT SOD, SEE LANDSCAPE PLANS
GENERAL NOTES
WORK NOTES
KEY PLAN
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE SHEET CE001 FOR EROSION AND SEDIMENT NOTES.
3. SEE SHEET CE100 FOR GENERAL EROSION CONTROL NOTES.
4. IF BUILDING 286 DEMOLITION BID OPTION IS EXECUTED AND THE PARKING AT
BUILDING 286 SITE IS NOT, THE SITE SHALL BE PERMANENTLY STABILIZED
WITH SOD. GRADE SITE TO POSITIVELY DRAIN TO EXISTING INLETS, MATCH
EXISTING DRAINAGE PATTERNS.
5. IF BUILDING 286 DEMOLITION AND PARKING AT BULIDING 286 SITE BID
OPTIONS ARE BOTH EXECUTED, PERMANENTLY STABILIZE THE SITE AS
SHOWN. SEE LANDSCAPING PLANS FOR DETAILS.
PLAN
NORTH
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CE303
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HEAVY DUTY ASPHALT PAVEMENT
CONCRETE PAVEMENT
SIDEWALK
12803971
ALL WORK THIS SHEET IS A BID OPTION
SEE GENERAL NOTES
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MCAS CP
EXIT DIAGRAM
NOTES:
1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.
2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE.
3. AGGREGATE SIZE MUST BE IN ACCORDANCE WITH NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (NCDOT CLASS A
STONE 2"-6").
4. GRAVEL PAD MUST HAVE A MINIMUM THICKNESS OF 6".
5. PAD WIDTH MUST BE EQUAL TO FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.
6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.
7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.
8. WHEN WASHING IS REQUIRED, IT MUST BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT
TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).
9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY
CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.
10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
M
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M
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M
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M
I
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FLOW
FLOW
ENTRANCE ELEVATION
(IF NEEDED)
M
I N
M
A X
NOTE:
1. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH
INCH OPENINGS SHALL BE FITTED OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
2. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. THE FIRST ROW OF BLOCKS MUST BE PLACED HERE FOR LATERAL SUPPORT.
3. ONE BLOCK (AS SHOWN) MUST BE PLACED ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE
BOTTOM ROW TO ALLOW FOR POOL DRAINAGE.
FOUNDATION SET 2" BELOW
CREST OF STORM DRAIN
SEDIMENT
DROP INLET
W/ GRATE
TEMPORARYSEDIMENT POOL
GRAVEL
DEWATERING
RUNOFF WATER
WITH SEDIMENT
WIRE SCREEN
BLOCK AND GRAVEL SECTION
WIRE SCREEN
DROP INLET GRATE
GRAVEL FILTER SHOULD
HAVE SLOPE OF 2:1
CONCRETE BLOCK
DEWATERING
BLOCK AND GRAVEL PERSPECTIVE
10 MIL. PLASTIC LINING
LATH & FLAGGING
ON ALL SIDES
SANDBAG
(TYP.)
A A
10' MIN.
V A
R I E
S
10 MIL. PLASTIC
LINING
SANDBAG
BERM
1. THE CONTRACTOR MUST PROVIDE A DESIGNATED AREA FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF THE VEHICLES. THIS AREA MUST HAVE A CONCRETE WASHOUT FACILITY AND MUST BE CONSTRUCTED ACCORDING TO
THE DETAIL SHOWN.
2. THE CONCRETE WASHOUT FACILITY MUST BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES.
3. WASHOUT DISCHARGE FROM THE CLEANING OF CONCRETE TRUCKS, TOOLS, AND OTHER EQUIPMENT MUST NOT BE DISCHARGED INTO
STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS.
4. EXCESS CONCRETE MUST NOT BE DISPOSED OF ON SITE. ALL EXCESS CONCRETE MUST BE TRANSPORTED OFF-SITE AND DISPOSED OF
PROPERLY.
5. IT IS PROHIBITED TO WASHOUT THE MIXING DRUM OF CONCRETE TRUCKS ON-SITE.
PLAN
SECTION A-A
NOTES:
C1 CONCRETE WASHOUT
NTS
C3 INLET PROTECTION
NTS
A1 CONSTRUCTION ENTRANCE
NTS
A3 SILT FENCE
NTS
B2 NETTING AND MATTING
NTS
NOTES:
1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND NCDEQ EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL SECTION 6.14.
A4 PERMANENT SOD
NTS
NOTES:
1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND NCDEQ EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL SECTION 6.12.
2. SEE SHEET CE001 FOR ADDITIONAL DETAILS.
NOTES:
1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NCDEQ
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTION 6.62.
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12803972
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MCAS CP
SEEDBED PREPARATION
GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT
ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND
UNIFORM. WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE
MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND
STONES.
LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
THE pH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF
GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2
TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON
FINE-TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE
UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS
WITH A pH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE
NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE.
BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6
INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND
FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
SECTION PLAN
NOTES:
1. COMPOST FILTER SOCK IS SILTSOXXTM BY FILTREXX OR APPROVED EQUAL.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
COMPOST FILTER SOCK (12")
AREA PROTECTED
WORK AREA
WORK AREA
AREA PROTECTED
COMPOST FILTER SOCK
WATER FLOW
PAVEMENT SURFACE
CONCRETE BLOCK (10' O.C.)
CONCRETE BLOCK (10' O.C.)
C1 COMPOST SOCK
NTS
A1 TEMPORARY SEEDING AND MULCHING
NTS
NOTES:
1. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6".
2. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP
THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM ALLOWABLE WATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
5. RIP RAP APRON TO CONFORM TO THE NC EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
6. INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW
THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
PIPE OUTLET TO WELL-DEFINED CHANNEL
A A
PLAN
SECTION AA
FILTER BLANKET, MIRAFI
600X OR APPROVED EQUAL
10'
D
A3 OUTLET PROTECTION
NTS
M
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SECTION A-A
A
PLAN
A
1' 3'
NC DOT #5 OR #57
WASHED STONE
CLASS B RIPRAP
A4 FILTER RING
NTS
B4 ROLLED EROSION CONTROL PRODUCTS
NTS
NOTES:
1. INSTALL IN ACCORDANCE WITH
MANUFACTURER'S
INSTRUCTIONS AND NCDEQ
EROSION AND SEDIMENT
CONTROL PLANNING AND
DESIGN MANUAL SECTION 6.17.
2. EROSION CONTROL BLANKETS
MUST BE NORTH AMERICAN
GREEN SC150 OR APPROVED
EQUAL.
NOTES:
1. SEE SHEET CE001 FOR ADDITIONAL DETAILS.
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12803973
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
| CE301 - FINAL EROSION CONTROL PLAN - AREA 1 |
| CE302 - FINAL EROSION CONTROL PLAN - AREA 2 |
| CE303 - FINAL EROSION CONTROL PLAN - AREA 3 |
| CE501 - EROSION CONTROL DETAILS - 1 |
| CE502 - EROSION CONTROL DETAILS - 2 |
2020-01-23T08:41:01-0500
2020-01-23T08:41:29-0500
2020-01-23T08:41:53-0500
2020-01-23T08:41:53-0500
2020-01-23T08:41:54-0500
2020-01-27T07:46:26-0500
2020-01-27T07:46:38-0500
2020-01-27T07:46:40-0500
2020-01-27T07:46:41-0500
2020-01-27T07:46:43-0500
| 2020-01-28T20:33:54-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:34:28-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:34:29-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:34:29-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:34:30-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:35:35-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:35:53-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:35:53-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:35:53-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:35:54-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .