DWGS-FTR251A-RFP.pdf

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB-12-R-0003

RFP - FTR251A/PN 061561, 01 MAY 2012

JBER - RICHARDSON, ALASKA

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SUMMIT SITE ROAD

TYPICAL POST BASE

SCALE: 3/4"=1'-0"

LOCATION AND HAUL ROUTE

1" = 1500'

NOTES:

1. SITE SUMMIT IS A HISTORICAL SITE AND SHALL BE PROTECTED FROM

UNNECESSARY DAMAGE. CARE SHALL BE TAKEN WHEN DEMOLISHING

THE BUILDING.

2. ACCESS TO SITE SUMMIT IS LIMITED TO THE SUMMER MONTHS DUE

TO HARSH WEATHER CONDITIONS MOST OF THE YEAR. ALL WORK

CONDUCTED AT SITE SUMMIT WILL TAKE PLACE DURING THIS TIME.

TYPICALLY, STAFF CAN ONLY VISIT THE SITE BETWEEN MID-JUNE AND

MID-OCTOBER, WITH ACCESS DURING THE WINTER VIRTUALLY

IMPOSSIBLE. SEE SPECIFICATION 01 19 30.00 29.

3. THE CONTRACTOR SHALL DEMOLISH BUILDING 39600. ONLY THE

WOOD PORTION OF THE STRUCTURE SHALL BE DEMOLISHED, SEE SHEET

CD105 THROUGH CD107 AND SHEET CD116 THROUGH CD118. SEE SHEETS

CD108 & CD109 FOR PRESERVATION WORK TO BE PERFORMED ON

BUILDING 3900. ALL CONCRETE STRUCTURES SHALL REMAIN INCLUDING

FOUNDATIONS, SLABS, WALLS AND TIE DOWN BLOCKS. THE FLAG POLE AT

THE FRONT OF BUILDING SHALL REMAIN AND BE PROTECTED FROM ANY

DISTURBANCE.

4. THE CLAMSHELLS SHALL BE RETAINED AND PROTECTED FROM ANY

DISTURBANCE.

5. PROVIDE A TEMPORARY FENCE SEPARATING THE WEST PORTION OF

THE SITE FROM THE DEMOLITION ACTIVITIES. LOCATION SHOWN ON

DRAWING IS APPROXIMATE. PROVIDE A LOCKABLE ACCESS POINT SO

THAT AUTHORIZED PERSONNEL CAN ACCESS THE WEST SIDE OF SITE

SUMMIT.

6. CONTRACTOR SHALL COORDINATE WITH BASE PERSONNEL FOR

ACCESS TO THE SITE. THE CONTRACTOR MAY STOCKPILE DEMOLITION

DEBRIS AT THE LOCATION INDICATED ON SHEET CD104.

7. ACCESS TO MUNICIPALITY. LANDFILL SHALL BE THROUGH THE

GLENN HIGHWAY AND MUNICIPALITY. ACCESS GATE AT THE HILAND ROAD.

8. THIS PORTION OF THE ROAD IS RESTRICTED ACCESS THREE DAYS

PER WEEK AND CLOSED TWO DAYS A WEEK AS DEFINED IN SPECIFICATION

01 19 30.00 29. SEE THE SPECIFICATION FOR FURTHER INFORMATION.

9. PHOTOGRAPHY IS PROHIBITED UNLESS WRITTEN APPROVAL IS

GRANTED BY THE JBER PUBLIC AFFAIRS OFFICE. OTHER SITE SPECIFIC

PHOTOGRAPHY RESTRICTIONS WILL BE COVERED IN THE RANGE

CONTROL SAFETY BRIEFING.

10. CONTAMINATED SOIL IS KNOWN TO EXIST AT THE PROJECT SITE.

EXCAVATION ON THE SITE IS PROHIBITED.

11. CONTRACTOR SHALL CLEAN UP ALL DEBRIS WITH IN THE TEMPORARY

FENCED AREA. DEBRIS CONSISTS OF ANY ITEM THAT APPEARS TO HAVE

BEEN A PART OF THE BUILDING AT ONE TIME, SUCH SIDING, FLASHING OR

PORTIONS OF THE WOOD STRUCTURE.

CONTINUED ON

SHEET G101

UPPER SITE SUMMIT

INSET A

INSET A - UPPER SITE SUMMIT

1" = 100'

SEE NOTE 5

39601

39600

39604

39603

ELECTRICAL NOTES:

1. EXISTING CCTV SURVEILLANCE CAMERAS TO BE RELOCATED. TWO LOCATIONS:

ONE ON SOUTHWEST END; ONE ON SOUTHEAST END. GOVERNMENT WILL

DISCONNECT ALL POWER AND SIGNAL TO THE CAMERAS BEFORE WORK BEGINS.

REMOVE EXISTING CAMERA, MOUNTING HARDWARE AND WIRING FROM ITS PRESENT

LOCATION ON THE BUILDING. REINSTALL ON TEMPORARY STRUCTURES TO PERMIT

DEMOLITION OF FACILITY. REINSTALL ON NEW POLES AT FINAL LOCATION ONCE

DEMOLITION IS COMPLETE. NOTE THAT EXISTING BEDROCK WILL NOT PERMIT

ADEQUATE EXCAVATION TO SUPPORT STANDARD TEMPORARY POLES.

2. EXISTING LOCATION OF NEMA 3R SPLICE BOX, SURFACE MOUNTED ON SOUTH

END OF BUILDING. BOX CONTAINS 1-2" CONDUIT AND 2-3/4" CONDUITS. BOX CONTAINS

TWO CIRCUITS EACH OF: MINIATURE COAX CABLE CMR, TWO #10 POWER CABLES, ONE

5000UE TWO CONDUCTOR CABLE CL3R, AND ONE RG-6 COAX CABLE IN 3/4" CONDUIT;

ONE CIRCUIT FOR EACH CAMERA. REMOVE 3/4" RACEWAY AND CIRCUITS FROM J-BOX

TO CAMERAS AS REQUIRED TO ACCOMMODATE DEMOLITION. RACEWAY AND CIRCUITS

MAY BE REUSED FOR TEMPORARY CAMERA INSTALLATION. PROVIDE PERMANENT NEC

COMPLIANT SUPPORT FOR 2" C AND J-BOX TO REMAIN ONCE FACILITY DEMOLITION IS

COMPLETE.

3. EXISTING UNDERGROUND 2" RIGID CONDUIT WITH POWER LINE AND SIGNAL

CABLE TO EXISTING SPLICE BOX . CONTRACTOR SHALL VERIFY AND LOCATE ITS EXACT

LOCATION AND ROUTING AND PROVIDE PROTECTION TO PREVENT DAMAGE DURING

DEMOLITION. PROTECT CONDUIT AND WIRING FOR REUSE.

4. NEW 25 FOOT METAL POLE INSTALLED ON EXISTING FLOOR SLAB TO REMAIN,

POLE TO BE DESIGNED FOR A 130 MPH WIND SPEED, FOLLOW TYPICAL POST BASE

DETAIL BELOW, AT EXISTING CAMERA LOCATION BUT SET BACK 12 INCHES CLEAR FROM

SLAB EDGE. MOUNT ONE OF THE CCTV CAMERA AT TOP OF POLE USING ITS SALVAGED

MOUNTING HARDWARE AND NEW MOUNTING PLATE. INSTALL NEW CIRCUITS AND RIGID

METAL CONDUIT FROM EXISTING J-BOX TO REMAIN TO NEW POLE MOUNTED CAMERA,

SPLICING TO EXISTING CIRCUITS IN J-BOX.

5. PROVIDE TWO NEW MOUNTING PLATES OF 6"W X 12"H X 1/4", HOT DIPPED

GALVANIZED STEEL AND 2 SETS OF 4-1/2" THROUGH BOLTS, WASHERS, AND NUTS;

ONE SET FOR EACH CAMERA. MOUNT ONE PLATE ON TOP OF EACH NEW POLE.

6. NEW 25 FOOT METAL POLE INSTALLED ON EXISTING FLOOR SLAB TO REMAIN,

FOLLOW TYPICAL POST BASE DETAIL BELOW, POLE TO BE DESIGNED FOR A 130 MPH

WIND SPEED, EXISTING CAMERA LOCATION BUT SET BACK 12 INCHES CLEAR FROM

SLAB EDGE. MOUNT CCTV CAMERA NO. 1 USING ITS OWN SALVAGED HARDWARE AND

NEW STEEL PLATE AT TOP OF POLE. INSTALL NEW CIRCUITS AND RIGID METAL

CONDUIT FROM EXISTING J-BOX TO REMAIN TO NEW POLE MOUNTED CAMERA,

SPLICING TO EXISTING CIRCUITS IN J-BOX.

7. EXISTING 20' WOOD POLE TO BE DEMOLISHED.

GENERAL ELECTRICAL NOTES ON CAMERA RELOCATION

1. CONTRACTOR IS ADVISED THAT THE MAXIMUM DOWNTIME FOR CAMERAS 1 AND 2

IS 7 DAYS. ALL WORK RELATED TO THE CAMERA RELOCATION SHALL BE

COMPLETED WITHIN THIS TIME LIMIT.

2. FINAL ENERGIZE AND SIGNAL WILL BE PROVIDED BY THE GOVERNMENT FOR

OPERATION VERIFICATION. CONTRACTOR SHALL PROVIDE ANY ADJUSTMENTS

REQUIRED TO PROVIDE A FULLY FUNCTIONAL AND OPERATIONAL SYSTEM.

3. CONTRACTOR SHALL CONTACT JBER SECURITY CENTER TO OBTAIN CLEARANCE

FOR THE CAMERA RELOCATION WORK AND TO DE-ENERGIZE THE SYSTEM BEFORE

WORK BEGINS AND TO RE-ENERGIZING THE SYSTEM AFTER RELOCATION, AND FOR

TESTING OF FINAL INSTALLATION.

4. CONTRACTOR SHALL PROVIDE ALL REQUIRED MISCELLANEOUS HARDWARE

SUCH AS, FLEX CONDUIT, FITTINGS, CONNECTORS, BOLTS, ETC, FOR CONDUIT, BOX,

AND CAMERA REINSTALLATION ON NEW POLES TO PROVIDE A COMPLETE AND

USEABLE SYSTEM AFTER DEMOLITION OF THE BUILDING.

5. CONTRACTOR TO SUBMIT CABLE PRODUCT DATA, CAMERA MOUNTING DETAILS,

AND CAMERA POLE DESIGN DATA FOR APPROVAL.

CLAMSHELLS

CLAMSHELLS

APPROXIMATE LOCATION

OF FLAGPOLE

LOWER SITE SUMMIT

INSET A SHEET CD104

ARCTIC VALLEY

GATE

SITE SUMMIT ROAD

GATE

RESTRICTED

ROAD ACCESS

SEE NOTE 8.

NOTES:

1. THE CONTRACTOR SHALL NOT BE PERMITTED BEYOND THIS

POINT DURING RESTRICTED ACCESS TIMES. THIS PORTION OF THE

ROAD IS RESTRICTED ACCESS THREE DAYS PER WEEK AND CLOSED

TWO DAYS AS DEFINED IN SPECIFICATION 01 19 30.00 29. SEE THE

SPECIFICATION FOR FURTHER INFORMATION.

2. THIS IS THE TEMPORARY STOCKPILE LOCATION. THE INTENT OF

THE AREA IS TO PROVIDE THE CONTRACTOR A LOCATION FOR

TEMPORARY STORAGE OF DEBRIS MATERIAL DURING TIMES OF

RESTRICTED ROAD ACCESS. THE CONTRACTOR SHALL RETURN THE

AREA BACK TO ITS ORIGINAL CONDITION BEFORE THE COMPLETION OF

WORK.

INSET B - LOWER SITE SUMMIT

1" = 100'

TEMPORARY

STOCKPILE LOCATION

SEE NOTE 2

HAUL ROUTE

RESTRICTED

ROAD ACCESS

SEE NOTE 1

39223

39230

39225

39199

39240

39226

EXTERIOR-NORTH WING EXTERIOR-CONCRETE PORTION TO REMAIN EXTERIOR-SOUTH WING

INTERIOR-GENERATOR INTERIOR-ELECTRIC CABINET IN GENERATOR ROOM INTERIOR-GENERATOR

INTERIOR-BOILER INTERIOR-REPAIR AND UTILITIES ROOM

RE-CIRCULATING PUMPS

INTERIOR-TYPICAL BATHROOM

BUILDING 39600 ASBESTOS HOMOGENEOUS MATERIALS LIST

OTHER HAZARDOUS MATERIALS SUMMARY

INTERIOR-1ST SARGEANT OFFICE

EXTERIOR-TYPICAL WALL CONDITION

INTERIOR-2ND FLOOR CORRIDOR INTERIOR-KITCHEN