CE102-2018-08-03.pdf

PDF 1 MB Posted Aug 14, 2018

Attached to: CONSTRUCT BASE ENTRY COMPLEX, BRADLEY AIR NATIONAL GUARD BASE, CT Federal contract opportunity
Solicitation number: W91ZRS-18-R-0002
Issued by: Department of the Army Connecticut Army National Guard

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CE102-2018-08-03

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Other files attached to CONSTRUCT BASE ENTRY COMPLEX, BRADLEY AIR NATIONAL GUARD BASE, CT, newest first.
File	Type	Posted
W91ZRS-18-R-0002_AMEND_0002.pdf	PDF	Aug 24, 2018
Item_No._57_-_Base_Entry_Complex_-_Temp_Construction_Fence.pdf	PDF	Aug 24, 2018
Item_No._34_-_263213_-_Engine_Generators.pdf	PDF	Aug 24, 2018
RFI_Responses_(18-R-0002)_24_Aug_18.pdf	PDF	Aug 24, 2018
Item_No._79_-_Base_Entry_Complex_-_Final_Barrier_Layout_Foundation_Spec_HD300EM.pdf	PDF	Aug 22, 2018
Item_No._67_-_Base_Entry_Complex_-_Base_Comm_Map_and_Cu_Fiber_End_Point.pdf	PDF	Aug 22, 2018
RFI_Responses_(18-R-0002)_22_Aug_18.pdf	PDF	Aug 22, 2018
RFI_Responses_(18-R-0002)_20_Aug_18-REV_1.pdf	PDF	Aug 20, 2018
RFI_Responses_(18-R-0002)_20_Aug_18.pdf	PDF	Aug 20, 2018
W91ZRS-18-R-0002_AMEND_0001.pdf	PDF	Aug 8, 2018
EXHIBIT_C-REV.doc	DOC document	Jul 3, 2018
EXHIBIT_A.doc	DOC document	Jul 3, 2018
EXHIBIT_B.doc	DOC document	Jul 3, 2018
W91ZRS-18-R-0002_SOLICITATION.pdf	PDF	Jun 28, 2018

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MATCH LINE SEE SHEET CE101

MATCH LINE SEE SHEET CE103

BRADLEY

AIR

NATIONAL

GUARD

BASE

F.A. Hesketh & Associates, Inc.

3 Creamery Brook, East Granby, CT 06026

Phone (860)653-8000 Fax (860)844-8600 www.fahesketh.com . mail@fahesketh.com

SHT

CE102

SOIL EROSION AND SEDIMENT

CONTROL PLAN - CENTER AREA

0 20' 40' 80'

1" = 40'-0"

NGBJV/CT

Construct

Base Entry Complex

CEKT139029

May 31, 2018

SOIL EROSION AND SEDIMENT CONTROL PLAN

1" = 40'-0"

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INSTALL TYPICAL

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INSTALL ALL SLOPES 3:1 AND STEEPER.

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ECB

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INSTALL ON SIDESLOPES OF BASIN.

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ECB

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INSTALL ON SIDESLOPES AND BOTTOM OF SWALE (DITCH)

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TRM

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TRM

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SFEC

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INSTALL TYPICAL

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SFEC

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INSTALL TYPICAL

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PLACE IN BOTTOM OF SWALE AT 100'± O.C. (TYP.)

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PLACE IN BOTTOM OF SWALE AT 100'± O.C. (TYP.)

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GRSW

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INSTALL TYPICAL.

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GRSW

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SFEC

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INSTALL TYPICAL

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SFEC

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INSTALL TYPICAL

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TEMPORARY SOIL STOCKPILE AREA. RING WITH SFEC.

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TSS

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TSS

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INSTALL ON SIDESLOPES AND BOTTOM OF SWALE (DITCH).

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INSTALL TYPICAL.

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TEMPORARY SOIL STOCKPILE AREA. RING WITH SFEC.

AutoCAD SHX Text INSTALL RIP RAP LINING IN DITCH (CT DOT SPECIAL RIP RAP, BOTTOM AND MINIMUM 12 INCHES UP SIDESLOPES)

AutoCAD SHX Text INSTALL RIP RAP LINING IN DITCH (CT DOT SPECIAL RIP RAP) BOTTOM AND MINIMUM 12 INCHES UP SIDESLOPES)

AutoCAD SHX Text INSTALL RIP RAP LINING/PROTECTION AT TRANSITION OF SWALE TO WATER QUALITY BASIN (APPROX. 6 CY CT DOT SPECIAL RIP RAP). SHAPE TO MATCH SWALE CROSS SECTION AND CREATE A LEVEL SPREADER IN BOTTOM OF BASIN.

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8" H.P. GAS MAIN

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16" D.I. WATER MAIN

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COMM. LINE

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COMM. LINE

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ELEC. LINE

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COMM. LINE

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ELEC. LINE

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COMM. LINE

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16" D.I. WATER MAIN

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ELEC.

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LINE

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'DUCT'

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'DUCT'

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'DUCT'

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'DUCT'

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24" RCP INV. = 158.98

AutoCAD SHX Text ROUND CATCH BASIN T.F. = 170.77 TOP HOOD = 168.52 8" PVC WATER = 167.67 SUMP = 164.47

AutoCAD SHX Text STORM MANHOLE T.F. = 165.90 INV. = 160.36 24" RCP S INV. = 159.50 24" RCP E INV. = 159.50 24" RCP W

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STORM CATCH BASIN T.F. = 164.76 INV. = 159.81 24" RCP N SUMP = 158.06

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'DUCT'

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COMM. HH-418

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COMM. HH-417

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FRONTIER 12" SILO

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FRONTIER H.H.

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24"" RCP F.L. INLET = 160.02

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12" PVC F.L. INLET = 158.51

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12" PVC F.L. INLET = 158.74

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12" PVC F.L. INLET = 158.54

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12" PVC F.L. INLET = 158.91

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CL&P

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CL&P

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AutoCAD SHX Text PROJECT No.

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PROJECT TITLE

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SHEET TITLE

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REV

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DATE

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DESCRIPTION

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INIT

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REVISIONS

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BIOENVIRONMENTAL

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FIRE CHIEF

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COMMUNICATIONS

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USING AGENCY

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SAFETY

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CHIEF ENGINEER

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BASE CIVIL ENGINEER

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AIR COMMANDER

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COORDINATION

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CONNECTICUT ANG 100 NICHOLSON ROAD EAST GRANBY, CT 06026-9309

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ISSUE DATE

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SCALE: AS NOTED

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NAD83

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= PROPOSED CONTOUR

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= PROPOSED DRAINAGE MANHOLE

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= PROPOSED SANITARY MANHOLE

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= PROPOSED CONSTRUCTION EXIT (CE)

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= PROPOSED SEDIMENT FENCE EROSION CONTROL (SFEC)

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= PROPOSED SPOT GRADE

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= PROPOSED CATCH BASIN

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= PROPOSED FLARED END SECTION

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= PROPOSED CATCH BASIN INLET PROTECTION (IP)

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= PROPOSED RIPRAP PLUNGE POOL (RRPP)

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= PROPOSED STORM DRAIN CULVERT

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= SEDIMENT LOG SECTION (SL)

AutoCAD SHX Text GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORK SHALL COMPLY WITH AN APPROVED "EROSION AND SEDIMENT CONTROL PLAN" TO PREVENT OR MINIMIZE SOIL EROSION. 2. THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS THE RESPONSIBILITY OF THE CONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY CHANGES) AT THE REQUIRED PRE-CONSTRUCTION CONFERENCE. 3. THE CONTRACTOR SHALL USE THE "CONNECTICUT GUIDELINES FOR THE CONTRACTOR SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (2002), AS AMENDED AS A GUIDE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION STORE, 79 ELM STREET, HARTFORD, CT 06106. 4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. OVERALL SITE DISTURBANCE SHALL BE CONFINED TO THOSE LIMITS DELINEATED ON THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO INSURE PROPER OPERATION. 6. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF UNSATISFACTORY EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS REQUIRED. 7. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT, ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT, MULCH, PERMANENT RIP RAP EROSION CONTROL, OR GROUND COVER PLANTINGS SHALL BE PLANTED WITH GRASS. 8. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS AS GENERAL FILL. 9. SPECIAL ATTENTION SHALL BE GIVEN TO THE CONSTRUCTION SPECIAL ATTENTION SHALL BE GIVEN TO THE CONSTRUCTION SEQUENCE AND PHASING OUTLINED ON THESE PLANS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY CONSTRUCTION DEBRIS OR SEDIMENT FROM EXISTING ROADS AS ORDERED BY THE TOWN AND/OR STATE, IF ANY DEBRIS OR SEDIMENT FROM CONSTRUCTION ACTIVITIES ENTER ONTO THESE ROADWAYS. 11. ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY THE TOWN OR STATE STAFF DURING CONSTRUCTION SHALL BE IMPLEMENTED BY THE CONTRACTOR. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND/OR REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE TOWN OR STATE. 12. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS AND NOTES AND FOR SEE DETAIL SHEETS FOR ADDITIONAL DETAILS AND NOTES AND FOR CONSTRUCTION PHASING PLANS. 13. IN AREAS WHERE LIMITS OF DISTURBANCE AND NOT DELINEATED BY IN AREAS WHERE LIMITS OF DISTURBANCE AND NOT DELINEATED BY SILT FENCE, INSTALL CONSTRUCTION FENCE FOR TREE PROTECTION AND DELINEATION OF LIMIT OF DISTURBANCE.

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ECB

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RRPP

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TSS

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= TURF REINFORCEMENT MAT

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= SEDIMENT LOG

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= RIP RAP PLUNGE POOL

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= EROSION CONTROL BLANKET

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= INLET PROTECTION

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= TEMPORARY SOIL STORAGE

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= CONSTRUCTION EXIT

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GRSW

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= GRASS SWALE

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SFEC

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= SEDIMENT FENCE EROSION CONTROL

AutoCAD SHX Text CONSTRUCTION SEQUENCE IN GENERAL, THE OVERALL PROJECT WILL FOLLOW THE SEQUENCE BELOW: 1. CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION TO HAVE EXISTING UTILITIES MARKED. ATTEND A PRECONSTRUCTION MEETING WITH THE BASE STAFF, PROJECT ENGINEER AND UTILITY COMPANIES. 2. CONSTRUCT PERIMETER CONTROLS AND CONSTRUCTION ENTRANCE PRIOR TO THE CONSTRUCT PERIMETER CONTROLS AND CONSTRUCTION ENTRANCE PRIOR TO THE START OF ANY EXCAVATION. 3. STAKE CLEARING LIMITS. CONTACT BASE STAFF TO REVIEW PROPOSED CLEARING. STAKE CLEARING LIMITS. CONTACT BASE STAFF TO REVIEW PROPOSED CLEARING. COMPLETE SITE CLEARING. 4. STRIP TOPSOIL IN PREPARATION OF CONSTRUCTION OF WATER QUALITY BASINS. STRIP TOPSOIL IN PREPARATION OF CONSTRUCTION OF WATER QUALITY BASINS. STOCKPILE IN SOIL STOCKPILE AREAS AND MANAGE PER SITE-SPECIFIC ENVIRONMENTAL REQUIREMENTS. 5. CONSTRUCT WATER QUALITY BASINS AND TEMPORARY DIVERSIONS TO DIRECT CONSTRUCT WATER QUALITY BASINS AND TEMPORARY DIVERSIONS TO DIRECT STORMWATER RUNOFF TO WATER QUALITY BASINS. INSTALL TOPSOIL AND SIDES OF BASIN, SEED AND INSTALL EROSION CONTROL FABRIC. 6. STRIP EXISTING PROCESSED AGGREGATE MATERIALS AND STOCKPILE IN SOIL STRIP EXISTING PROCESSED AGGREGATE MATERIALS AND STOCKPILE IN SOIL STOCKPILE AREAS FOR LATER REUSE. 7. STRIP TOPSOIL FROM OTHER IMPACT AREAS AND MANAGE PER SITE-SPECIFIC STRIP TOPSOIL FROM OTHER IMPACT AREAS AND MANAGE PER SITE-SPECIFIC ENVIRONMENTAL REQUIREMENTS. 8. ROUGH GRADE AND BOX OUT ROADWAYS AND DRIVES. ROUGH GRADE AND BOX OUT ROADWAYS AND DRIVES. 9. CONSTRUCT STORMWATER SWALES, TOPSOIL SEED AND INSTALL EROSION CONTROL CONSTRUCT STORMWATER SWALES, TOPSOIL SEED AND INSTALL EROSION CONTROL FABRIC. 10. CONSTRUCTION STORM DRAINAGE IMPROVEMENTS AND OTHER UTILITIES. CONSTRUCTION STORM DRAINAGE IMPROVEMENTS AND OTHER UTILITIES. 11. CONSTRUCT BUILDING, CANOPY, WALL, GATE AND OTHER STRUCTURAL CONSTRUCT BUILDING, CANOPY, WALL, GATE AND OTHER STRUCTURAL FOUNDATIONS, ETC. FOUNDATIONS, ETC. 12. CONSTRUCT ACTIVE AND PASSIVE BARRIERS, CONSTRUCT ACTIVE AND PASSIVE BARRIERS, 13. INSTALL GRAVEL SUBBASE, INSTALL GRAVEL SUBBASE, 14. CONSTRUCT CONCRETE WALKS, CURBING AND RAMPS. CONSTRUCT CONCRETE WALKS, CURBING AND RAMPS. 15. CONSTRUCT PROCESSED AGGREGATE BASE COURSE, AND BINDER COURSE FOR CONSTRUCT PROCESSED AGGREGATE BASE COURSE, AND BINDER COURSE FOR ROADWAYS, DRIVES AND PARKING AREAS. INSTALL CRUSHED STONE APRONS ON ROADWAYS, DRIVES AND PARKING AREAS. INSTALL CRUSHED STONE APRONS ON EDGE OF ROADWAYS. EDGE OF ROADWAYS. 16. INSTALL PAVEMENT BINDER AND WEARING COURSES. INSTALL PAVEMENT BINDER AND WEARING COURSES. 17. PLACE TOPSOIL AND LANDSCAPE MATERIALS. PLACE TOPSOIL AND LANDSCAPE MATERIALS. 18. INSTALL PAVEMENT MARKINGS AND SIGNS. INSTALL PAVEMENT MARKINGS AND SIGNS. 19. REMOVE EROSION CONTROLS AFTER DISTURBED AREAS ARE LANDSCAPED AND REMOVE EROSION CONTROLS AFTER DISTURBED AREAS ARE LANDSCAPED AND MULCHED OR NEW LAWN AREAS ARE STABILIZED. COMPLETE FINAL CLEANING OF STORM SEWER SYSTEM. ARE STABILIZED. COMPLETE FINAL CLEANING OF STORM SEWER SYSTEM. 20. REMOVE ACCUMULATED SEDIMENTS FROM SWALES AND BOTTOMS OF WATER REMOVE ACCUMULATED SEDIMENTS FROM SWALES AND BOTTOMS OF WATER QUALITY BASINS. THIS NARRATIVE PROVIDES A GUIDE TO GENERAL SEQUENCE OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DEVELOP DETAILED CONSTRUCTION AND PHASING PLANS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER ASSOCIATED WITH COMMERCIAL ACTIVITY ("COMMERCIAL GENERAL PERMIT"). SUCH DETAILED SEQUENCE AND CONSTRUCTION PHASING WILL BE INCORPORATED IN THE SITE-SPECIFIC STROMWATER POLLUTION PREVENTION PLAN (SPPP) REQUIRED AS PART OF COMPLIANCE WITH THE GENERAL PERMIT.

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BIDDER INQUIRIES

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GAH

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CE102

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