Combined_Drawings_3-1684_for_CSC-18761.pdf

PDF 12 MB Posted Jul 26, 2019

Attached to: CSC-18761 Repair & Seal Floors Building 9 & 30
Solicitation number: SP4702-19-R-0008
Issued by: Defense Logistics Agency Land and Maritime

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Attachment 04 Combined Drawings

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Other files

File	Type	Posted
Continue_sheet_SF30_Amendment_02.pdf	PDF	Aug 15, 2019
QA_repair__seal_floors_08_13_2019_(003).pdf	PDF	Aug 15, 2019
Amendment_02-SP4702-19-R-0008-SF30_(1).pdf	PDF	Aug 15, 2019
Revised_Section_09_99_66_Multi_purpose_seal_coating_8_13_2019.pdf	PDF	Aug 15, 2019
Amendment_01-SP4702-19-R-0008-SF30_(1).pdf	PDF	Aug 6, 2019
Continue_sheet_SF30.pdf	PDF	Aug 6, 2019
Questions_&_Answers_for_Project_CSC-18761_Solicitation_SP4702-19-R-0008.pdf	PDF	Aug 6, 2019
Site_Visit_CSC-18761_Repair_and_Seal_Floors,_Buildings_9_and_30.pdf	PDF	Aug 6, 2019
DSCC_Excavation_Permit.pdf	PDF	Jul 26, 2019
ENG_FORM_93.pdf	PDF	Jul 26, 2019
Attachment__01_WDOL.pdf	PDF	Jul 26, 2019
Repair&Seal_Flrs,_Bldgs_9&30_BID_SHEETS.xls	XLS spreadsheet	Jul 26, 2019
ENG_FORM_4025-R.pdf	PDF	Jul 26, 2019
Solicitation_SP4702-19-R-0008.pdf	PDF	Jul 26, 2019

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DLA ENTERPRISE SUPPORT

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-18761

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REPAIR & SEAL FLOORS, BUILDINGS 9 & 30

AutoCAD SHX Text 3-1684

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (ENVIRONMENT)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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DF-FCO (SAFETY)

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CHIEF, DF-FCIE

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20 DEC 18

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DF-FCI

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COVER SHEET

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1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO FIELD VERIFY THE EXACT EXTENT OF WORK, WORKING CONDITIONS AND CONSTRAINTS, PRIOR TO BIDDING. 2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BIDDING AND PROCEEDING WITH THE WORK. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE SCHEDULE OF WORK. 4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN KIND AND APPROVED/ACCEPTED BY THE GOVERNMENT. 5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL OF THE CONTRACTING OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER PROTECTIVE DEVICES NECESSARY FOR THE EXECUTION OF THE WORK. 7. CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES. 8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY.

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DUBLIN GRANVILLE

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WORTHINGTON

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RD.

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RIVERLEA

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WESTERVILLE

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GRANVILLE

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RD.

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MILLERSBURG

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HAMILTON RD.

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NEW

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ALBANY

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CLEVELAND AVE.

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MORSE RD.

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COLUMBUS-WOOSTER

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PIKE

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UPPER ARLINGTON

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CANAL

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WINCHESTER

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GROVEPORT

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RICKENBACKER AFB

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REYNOLDSBURG

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PORT COLUMBUS

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INTERNATIONAL

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17TH

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GROVE CITY

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STRING

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TOWN

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RD.

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LANE AVE.

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GRANDVIEW

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HEIGHTS

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OBETZ

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S. HIGH ST.

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W. BROAD ST.

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E. BROAD ST.

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MAIN ST.

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BEXLEY

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WHITEHALL

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JAMES

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RD.

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N. HIGH ST.

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BRICE

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COLUMBUS

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COLUMBUS

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AND VICINITY

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SCALE IN MILES

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DCSC

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VICINITY MAP

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NORTH

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WORK LOCATIONS

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NOT BE HELD ACCOUNTABLE FOR ANY LIABILITY OR MISHAP THAT MAY BE

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SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL

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MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION

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INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR

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1. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE

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INCURRED, DURING THE CONTRACT PERIOD.

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AS MINIMUM REQUIREMENTS.

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2. SPECIFICATIONS IN THIS SET OF DRAWINGS HAVE BEEN PROVIDED IN ADDITION

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TO THE JOB ORDER CONTRACT SPECIFICATIONS. JOB ORDER SPECIFICATION

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REQUIREMENTS AND MATERIALS FOR THIS CONTRACT SHALL BE CONSIDERED

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%%UGENERAL NOTES;

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%%ULEGEND

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%%USECTION SYMBOL

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INDICATES SECTION NUMBER

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WHERE SECTION

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INDICATES DIRECTION

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OF CUTTING PLANE

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SHEET NUMBER

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IS TAKEN

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WHERE SECTION

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SHEET NUMBER

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IS DRAWN

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E. BROAD ST.

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FOYLE AVENUE

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11TH BLVD.

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"H" STREET

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JAMES ROAD

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"B" STREET

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MARYLAND AVENUE

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"A" STREET

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1ST BLVD.

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PATTON LANE

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"D" STREET

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"E" STREET

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"G" STREET

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5TH BLVD.

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FOYLE AVENUE

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"A" STREET

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"C" STREET

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"B" STREET

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4TH BLVD.

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JACKSON

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10TH BLVD.

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ROOSEVELT LANE

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9TH BLVD.

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11TH BLVD.

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"I" STREET

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JAMES ROAD

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GOLF

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CONRAIL & CSX TRANSPORTATION INC.

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7TH BLVD.

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PERSHING AVENUE

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8TH BLVD.

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10TH BLVD.

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PERSHING AVENUE

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16TH BLVD.

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14TH BLVD.

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17TH BLVD.

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MASON

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"A" STREET

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15TH BLVD.

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"C" STREET

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ROOSEVELT LANE

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YEARLING ROAD

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18TH BLVD.

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14TH BLVD.

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MASON RUN

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17TH BLVD.

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YEARLING ROAD

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RETENTION

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POND

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RETENTION

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POND

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POND

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RETENTION

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POND

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RETENTION

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CIRCLE

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GOLF

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1ST BLVD.

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"A" STREET

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"A" STREET

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18TH BLVD.

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BLVD.

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18TH BLVD.

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RV STORAGE AREA

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DRMO STORAGE AREA

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RUN

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RUN

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MASON

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MASON RUN

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"E" STREET

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GOLF COURSE

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16TH BLVD.

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15TH BLVD.

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BLVD.

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7TH BLVD.

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8TH BLVD.

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10TH BLVD.

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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14TH BLVD.

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17TH BLVD.

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17TH BLVD.

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COURTS

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TENNIS

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TRUCK

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DOCK

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BED

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FLOWER

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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PERSHING AVENUE

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13TH BLVD.

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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GATE - CLOSED

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YEARLING ROAD

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E. BROAD STREET

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MAIN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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LANE GATE

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TEE #7,#16

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PRO SHOP

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TEE #1

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TEE #8

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TEE #17

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TEE #8

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TEE #17

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TEE #6

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TEE #3,

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TEE #2

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TEE #7

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TEE #9

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POND

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TURKEY RUN

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TEE #3

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HOLE #5 EXISTING

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TEE #1

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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DETENTION AREA 2

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ACCESS ROAD

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1ST BLVD.

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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GREEN AREA

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AMBULATORY CARE

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CENTER

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EXISTING V.A. ROAD

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EXISTING V.A. ROAD

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PARKING LOT

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EXIST. V.A.

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PARKING LOT

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EXIST. V.A.

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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EXISTING ASPHALT AREA

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GREEN AREA

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NEW GREEN AREA

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NEW ROADWAY

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EXISTING ASPHALT AREA

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EXISTING

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GREEN AREA

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EXISTING

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"H" STREET

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EXISTING

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EXISTING "G" STREET

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EXISTING "H" STREET

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NEW GREEN AREA

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EX. SIGN

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PT RUNNING

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COURSE

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FOYLE AVENUE

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PERSHING AVENUE

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POOL

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"J" STREET

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EXISTING "H" STREET

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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CSMS PROJECT

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LOCATION

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(BY OTHERS)

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AFRC PROJECT

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LOCATION

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(BY OTHERS)

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EX. STOP

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SIGN

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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EX. SIGN

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7TH BLVD. &

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EX. STOP

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SIGN

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EX. SIGN

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25MPH

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8TH BLVD.

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INDEX OF DRAWINGS

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TITLE

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CENTER - COLUMBUS

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PROJECT NO.

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CSC-18761

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REPAIR & SEAL FLOORS,

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DEFENSE SUPPLY

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SHEET NO.

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BLDG 41/432 DEMO SITE

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COVER SHEET

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BUILDINGS 9 & 30

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BLDG. 9 KEY PLAN

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NOTES AND CONCRETE FLOOR FINISH SCHEDULE

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FLOOR PLAN - SECTIONS 5 - 6

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FLOOR PLAN - SECTIONS 7 - 9

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FLOOR PLAN - SECTIONS 10 - 13

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BLDG. 30 KEY PLAN

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NOTES AND CONCRETE FLOOR FINISH SCHEDULE

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FLOOR PLAN - SECTIONS 1 - 3

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FLOOR PLAN - SECTIONS 4 - 6

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FLOOR PLAN - SECTIONS 7 - 9

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FLOOR PLAN - SECTIONS 10 - 13

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COATING DETAILS

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REVISED SHEETS 1, 3, 4, 5, 6, 7, 7, 9, 10, 11,

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12, & 13.

CRACKS, FOR REPAIR, SEE DETAIL B/13 ON SHEET 13 OF 13.

GRIND NON-LEVEL FLOORS AT THE EXPANSION JOINTS

AS REQUIRED TO PROVIDE SMOOTH LEVEL FLOOR.

APPLY 42 MILS FOUR-COATS SYSTEM. WITH A SILICA SAND

BROADCAST TEXTURE, TOP COATED WITH HIGH PERFORMANCE

SATIN URETHANE TOP COATING SYSTEM ON STORAGE AREAS AS

SPECIFIED ON SHT. 6 OF 13.

1. REPLACE EXPANSION JOINT MATERIALS AT THE CONCRTE

JOINT SECTIONS.

2. REPLACE BREAKUP/DIVIDED SLABS BY FULL DEPTH

CONCRETE PATCHING.

3. REPAIRS OF CRACK AREAS BY HIGH MODULUS EPOXY

BONDING ADHESIVE.

4. CONCRETE PATCHING AND LEVELING WORK -

GRINDING, CLEANING AND PATCHING WITH EPOXY GROUT, 1/4" THK. ON ENTIRE FLOOR.

5. REPLACE EXISTING COATING SYSTEM BY FOUR-COATS, NOMINAL 1/16"

SYSTEM, WITH A SILICA SAND BROADCAST TEXTURE, TOP COATED WTIH

HIGH PERFORMANCE SATIN URETHANE TOP COATING SYSTEM.

EXPANSION JOINTS, SEE DETAIL C/13 ON SHEET 13 OF 13.

6. THE FOLLOWING SECTIONS OF THE SPECIFICATIONS SHALL BE USED

FOR BUILDING 9:

A. SECTION 09 99 65 EPOXY PRIMER COATING - 9 MILS AT THE RATE OF 180 SF/GAL;

B. SECTION 09 99 65.10 EPOXY SEED COATING WITH SILICA SAND BROADCAST - 15

MILS AT THE RATE OF 107 SF/GAL AND 0.50 LB/SQ. FT OF SILICA SAND.

C. SECTION 09 99 65.20 EPOXY GROUT COATING - 15 MILS AT THE RATE OF 107

SF/GAL;

D. SECTION 09 99 67 SATIN URETHANE TOP COATING - 3 MILS AT THE RATE OF 500

SF/GAL.

1. Storage of liquids shall not physically obstruct any means of egress path.

2. Ensure adequate ventilation in and around the work area while applying finish coating to the floor.

3. At no time shall more than one exit or none hallway be blocked.

4. Contractor shall comply with the requirements of the NFPA 101 (2018 Edition) Sections 4.6.10.1, 4.6.10.2, and 4.6.10.3.

5. Ensure grinding/ milling equipment has adequate dust collection system with HEPA filter.

6. Contractor shall submit a safety plan for controlling the grinding dust and for controlling the fumes from the sealant.

7. Contractor shall submit a copy of all Safety Data Sheet (SDS) for sealing the cracks & for sealing the flooring with coating materials.

8. Conrete floor rehabilitation work shall be performed by grinding, leveling and patching with epoxy grout compatible with 14" overlay epoxy satin urethane coating system.

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LOADING PLATFORM

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%%UKEY PLAN - BLDG. 9

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DLA ENTERPRISE SUPPORT

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-18761

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REPAIR & SEAL FLOORS, BUILDINGS 9 & 30

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (ENVIRONMENT)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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DF-FCO (SAFETY)

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CHIEF, DF-FCIE

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20 DEC 18

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DF-FCI

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BLDG. 9 KEY PLAN

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AS REQUIRED TO PROVIDE SMOOTH LEVEL FLOOR.

APPLY 42 MILS FOUR-COATS SYSTEM. WITH A SILICA SAND

BROADCAST TEXTURE, TOP COATED WITH HIGH PERFORMANCE

SATIN URETHANE TOP COATING SYSTEM ON STORAGE AREAS AS

SPECIFIED ON SHT. 6 OF 13.

1. REPLACE EXPANSION JOINT MATERIALS AT THE CONCRTE

JOINT SECTIONS.

2. REPLACE BREAKUP/DIVIDED SLABS BY FULL DEPTH

CONCRETE PATCHING.

3. REPAIRS OF CRACK AREAS BY HIGH MODULUS EPOXY

BONDING ADHESIVE.

4. CONCRETE PATCHING AND LEVELING WORK -

GRINDING, CLEANING AND PATCHING WITH EPOXY GROUT, 1/4" THK. ON ENTIRE FLOOR.

5. REPLACE EXISTING COATING SYSTEM BY FOUR-COATS, NOMINAL 1/16"

SYSTEM, WITH A SILICA SAND BROADCAST TEXTURE, TOP COATED WTIH

HIGH PERFORMANCE SATIN URETHANE TOP COATING SYSTEM.

EXPANSION JOINTS, SEE DETAIL C/13 ON SHEET 13 OF 13.

6. THE FOLLOWING SECTIONS OF THE SPECIFICATIONS SHALL BE USED

FOR BUILDING 9:

A. SECTION 09 99 65 EPOXY PRIMER COATING - 9 MILS AT THE RATE OF 180 SF/GAL;

B. SECTION 09 99 65.10 EPOXY SEED COATING WITH SILICA SAND BROADCAST - 15

MILS AT THE RATE OF 107 SF/GAL AND 0.50 LB/SQ. FT OF SILICA SAND;

C. SECTION 09 99 65.20 EPOXY GROUT COATING - 15 MILS AT THE RATE OF 107

SF/GAL;

D. SECTION 09 99 67 SATIN URETHANE TOP COATING - 3 MILS AT THE RATE OF 500

SF/GAL;

OR APPROVED EQUAL.