Revised_Combined_Drawings_for_CSC-19723.pdf

PDF 19 MB Posted Jul 9, 2019

Attached to: Project: CSC-19723 M&R Pavement Federal contract opportunity
Solicitation number: SP4702-19-R-0013
Issued by: Defense Logistics Agency Land and Maritime

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From the source

Revised Drawings for CSC-19723

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Other files for this federal contract opportunity

Other files attached to Project: CSC-19723 M&R Pavement, newest first.
File	Type	Posted
Amendment_03-SP4702-19-R-0013-SF30.pdf	PDF	Jul 26, 2019
5-429_-_CSC-19723_-_SHT_13_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_13.pdf	PDF	Jul 26, 2019
5-429_-_CSC-19723_-_SHT_2_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_2.pdf	PDF	Jul 26, 2019
sf30_Continuation.pdf	PDF	Jul 26, 2019
Amendment_02-SP4702-19-R-0013-SF30.pdf	PDF	Jul 23, 2019
Questions_&_Answers_for_Project_No_CSC-19723.pdf	PDF	Jul 23, 2019
5-429_-_CSC-19723_-_SHT_3_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_3.pdf	PDF	Jul 23, 2019
sf30_Continuation.pdf	PDF	Jul 23, 2019
5-429_-_CSC-19723_-_SHT_2_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_2.pdf	PDF	Jul 23, 2019
Amendment_01-SP4702-19-R-0013-SF30.pdf	PDF	Jul 9, 2019
Section_01_31_13_-_General_Requirements_and_Scope_of_Work_06_25_2019.pdf	PDF	Jul 9, 2019
sf30_Continuation.pdf	PDF	Jul 9, 2019
M_&_R_TO_PAVEMENT,_FY19__OFFICIAL_BID_FORMS__03_15_2019.xls	XLS spreadsheet	Jun 12, 2019
SP4702-19-R-0013.pdf	PDF	Jun 12, 2019
WDOL_for_Heavy_dated_05-03-2019_as_30_May_2019.pdf	PDF	Jun 12, 2019
_2_ENG_FORM_93.pdf	PDF	Jun 12, 2019
Combined_Drawings_CSC-19723.pdf	PDF	Jun 12, 2019
DSCC_Excavation_Permit.pdf	PDF	Jun 12, 2019
_6_ENG_FORM_4025-R.pdf	PDF	Jun 12, 2019

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DLA ENTERPRISE SUPPORT

I S

D E F E N S E A

G E N C Y

Bldg 48

VENT

PUBLIC SAFETY FACILITY

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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-19723

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M & R TO PAVEMENT, FY19

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER, DM-FCI

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DM-FCS (PUBLIC SAFETY)

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DM-FCE (ENVIRONMENTAL)

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CHIEF, DM-FCIE

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18 MAR 19

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DM-FCIE

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DM-FCIE

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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

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WORK, WORKING CONDITIONS AND CONSTRAINTS, PRIOR TO BIDDING.

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2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING

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3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE

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SCHEDULE OF WORK.

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4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN

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KIND AND APPROVED/ACCEPTED BY THE GOVERNMENT.

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5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL

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OF THE CONTRACTING OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER

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PROTECTIVE DEVICES NECESSARY FOR THE EXECUTION OF THE WORK.

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7. CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES.

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8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY.

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9. THE CONTRACTOR SHALL USE APPROPRIATE CONTROLS TO PREVENT MATERIAL FROM ENTERING THE STORM

AutoCAD SHX Text DRAIN SUCH AS SILT FENCE AND DRAIN COVERS. THE TECHNIQUES TO BE UTILIZED WILL BE DISCUSSED AT

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OF WORK.

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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, SEE SHEET 2 OF 20

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%%UGENERAL NOTES;

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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-19723

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M & R TO PAVEMENT, FY19

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DEFENSE SUPPLY

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SHEET NO.

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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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PERSHING AVE.

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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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PERSHING AVENUE

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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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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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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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RETENTION

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POND

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13TH BLVD.

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RESPONSE

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APPROACH

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XXX

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XXX

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XXX

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XXX

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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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KEY SITE PLAN

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COVER SHEET

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BLDG. 20NW AND 21N PARKING LOT - WORK PHASING PLAN

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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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BLDG. 20NW AND 21N PARKING LOT - SITE LAYOUT AND DRAINAGE PLANS

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BLDG. 47N DRIVEWAY DRAINAGE REPAIR AND PAVEMENT MARKING PLANS

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NON-POTABLE WATER LINE

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NPW

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FIRE PROTECTION MAIN

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FORCE MAIN

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GAS LINE

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SANITARY SEWER LINE

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STORM DRAINAGE LINE

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POTABLE WATER LINE

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FIRE HYDRANT

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STORM DRAIN CATCH BASIN

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MANHOLE

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LIFT STATION

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CONTOUR

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BORING

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SPOT ELEVATION

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EXISTING UNDERGROUND ELECTRIC LINE

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EUE

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PAVEMENT SECTIONS AND DETAILS

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RE-STABILIZE DRMO STORAGE YARD AND DETAILS

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STORM SERVICE LINE

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UNDERGROUND UTILITY (COMM. LINE)

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CONTRACTOR'S PARKING LOT DETAILS

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STORMWATER MANAGEMENT BMP PLAN, SECTIONS, AND NOTES

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BLDG. 20NW, 21N AND 20S PARKING LOTS - PAVEMENT MARKING PLANS

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PAVEMENT MARKING DETAILS AND NOTES

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BLDG. 22 EAST, BLDG. 20 SOUTH PARKING LOTS AND JACKSON BLVD. PLANS

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PAVEMENT MILL AND OVERLAY PLANS AND LOCATIONS

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ROOSEVELT LANE MILL AND OVERLAY PLANS AND LOCATIONS

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18TH BLVD, 47 NORTH DRIVEWAY & BLDG. 507 EAST PARKING LOT

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7 THROUGH 11

AutoCAD SHX Text EXISTING CONDITION SURVEY PLAN FOR NEW CONTRACTOR PARKING LOT BLDG. 20 AND 23 EAST - NEW WORK PLAN

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SOUTHWEST CORNER OF DSCC TRUCK SCALE PAVEMENT - NEW WORK PLAN

Bldg 48

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DLA ENTERPRISE SUPPORT

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D E F E N S E A

G E N C Y

3. CONTRACTOR SHALL PROVIDE UNIT PRICES FOR THE FULL DEPTH PATCHING OF ASPHALT

PAVEMENT FOR THE FOLLOWING QUANTITIES FOR THIS PROJECT:

PAVEMENT PREPARATION INCLUDES SAWCUT, REMOVE & REPLACE PAVEMENT STRUCTURES (8” ODOT

304 GRAVEL BASE COURSE, ODOT 441 4” THICK BINDER AND 2” THICK WEARING COURSES)

TOTAL FULL DEPTH PATCHING AREA FOR THIS PROJECT IS 15,000 S.Y. SHALL BE CONSIDERED FOR THE BIDDING PURPOSE ONLY. ACTUAL QUANTITIES SHALL BE DETERMINED ON SITE DURING CONSTRUCTION.

(SEE DETAIL M/18 FOR ASPHALT PATCHING WORK.)

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RESPONSE

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APPROACH

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XXX

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XXX

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XXX

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XXX

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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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PERSHING AVE.

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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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SIZE

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PERSHING AVENUE

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E. BROAD ST.

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11TH BLVD.

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JAMES ROAD

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MARYLAND AVENUE

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PATTON LANE

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"A" STREET

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"B" STREET

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JACKSON

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ROOSEVELT LANE

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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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PERSHING AVENUE

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14TH BLVD.

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MASON

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"C" STREET

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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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GOLF COURSE

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BLVD.

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JACKSON 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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POTH ROAD

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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YEARLING ROAD

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STELZER ROAD

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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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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HOLE #5 EXISTING

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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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CSMS

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DETENTION AREA 1

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ACCESS ROAD

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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1ST BLVD.

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DOCK

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AMBULATORY CARE

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EXISTING V.A. ROAD

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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 "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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POOL

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13TH BLVD.

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14TH BLVD.

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"C" STREET

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GRAVEL PARKING LOT

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GRAVEL

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GRAVEL

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COM

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COM

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COM

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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-19723

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M & R TO PAVEMENT, FY19

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER, DM-FCI

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DM-FCS (PUBLIC SAFETY)

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DM-FCE (ENVIRONMENTAL)

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CHIEF, DM-FCIE

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18 MAR 19

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DM-FCIE

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DM-FCIE

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KEY SITE PLAN

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%%UKEY SITE PLAN -

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NORTH

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ADDED ASHPALT PATCHING NOTES

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DRIVEWAY

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MILL, OVERLAY AND

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BLDG. 47N

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ROOSEVELT LANE

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SHEET 5 OF 20

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AND VICINITY

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MILL, OVERLAY, AND

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NEW PAVEMENT MARKINGS

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SHEETS 7-12 & 19 OF 20

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PARKING LOT

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BLDG. 20S

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SHEET 3 OF 20

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PAVEMENT MARKINGS

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SHEETS 4 & 6 OF 20

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BLDG. 21 PARKING LOT, 14TH, AND 15TH BOULEVARDS

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BLDG. 22E

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SHEET 3 OF 20

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JACKSON ROAD

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SHEET 3 OF 20

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AND VICINITY

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BLDG 507 MILL & OVERLAY, DRAINAGE REPAIR, AND PAVEMENT MARKINGS SHEET 4 OF 20

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PAVEMENT REPAIR AREA BY SLURRY SEAL. SEE SHEETS INDICATED IN THE BOX.

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LEGEND:

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MILL AND OVERLAY AREA. SEE SHEETS INDICATED IN THE BOX.

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%%UNOTES FOR CRACK REPAIRS AND ASPHALT PATCHING

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1. APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE II, 18# AGG./SY,

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%%UNOTES FOR SLURRY SEAL APPLICATION

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(1) COAT FOR ALL PARKING LOTS.

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2. APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE III, 22# AGG./SY,

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(1) COAT FOR ALL ROADS.

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE APPROVED BY THE CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE APPROVED BY THE CONTRACTING OFFICE PRIOR TO PRE-CONSTRUCTION MEETING. 2. CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING. THE MOT PLAN SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE CONSTRUCTION. 3. MEETINGS SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE MEETINGS SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE CONTRACTING OFFICER AND FACILITY ENGINEER TO COORDINATE THE ROAD CLOSURES, WORK AREAS, ETC AND DETAIL CONSTRUCTION SCHEDULES AS SPECIFIED. 4. THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE CLOSING OF ANY PORTION OF ROADWAY OR PARKING LOT. 5. WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND ROADWAYS, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES (SIGNS, BARRICADES, ETC.) ADEQUATE TO SEGREGATE PEDESTRIANS AND POV'S FROM CONSTRUCTION, AND ALLOW SAFE PASSAGE AROUND CONSTRUCTION AREAS.

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%%UNOTES FOR MILL AND OVERLAY PAVEMENT

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1. MILL AND OVERLAY 2" ASPHALT PAVEMENT 2. PAVEMENT MARKINGS AS REQUIRED TO THE ORIGINAL SITE LOCATIONS.

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1. FOR MARKINGS, SEE DETAILS ON SHEET 20 OF 20.

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%%UNOTES FOR PAVEMENT MARKINGS

AutoCAD SHX Text NOTES FOR CATCH BASIN AND DRAINAGE REPAIR: 1. ALL AREAS WITH MILL AND OVERLAY SHALL RECEIVE CATCH BASIN AND DRAINAGE REPAIR ALL AREAS WITH MILL AND OVERLAY SHALL RECEIVE CATCH BASIN AND DRAINAGE REPAIR AS NOTED HEREIN. 2. PAVEMENT AROUND THE EXISTING CATCH BASINS SHALL BE MILL AND OVERLAY TO CREATE PAVEMENT AROUND THE EXISTING CATCH BASINS SHALL BE MILL AND OVERLAY TO CREATE POSITIVE DRAIN TO THE CATCH BASINS. 3. PAVEMENT AROUND OTHER MANHOLES (I.E. TELECOM, SANITARY STORM, ELECTRIC DUCT, PAVEMENT AROUND OTHER MANHOLES (I.E. TELECOM, SANITARY STORM, ELECTRIC DUCT, ETC.) SHALL BE MILL AND OVERLAY TO CREATE DRAINAGE AWAY FROM THOSE MANHOLES. 4. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE IS ANY AREA WHERE THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE IS ANY AREA WHERE POSITIVE DRAINAGE REPAIR CANNOT BE ACHIEVED PRIOR TO BID. 5. CONTRACTOR SHALL INCLUDE ALL ADDITIONAL COST FOR PAVEMENT MATERIAL, LABOR, AND CONTRACTOR SHALL INCLUDE ALL ADDITIONAL COST FOR PAVEMENT MATERIAL, LABOR, AND EQUIPMENTS ASSOCIATED WITH DRAINAGE REPAIR IN THE BID AS THE UNIT COST FOR MILL AND OVERLAY. GOVERNMENT IS NOT RESPONSIBLE FOR ANY ADDITIONAL COST ASSOCIATED WITH POOR DRAINAGE REPAIR IN THE PROJECT AREA. 6. CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE PAVEMENT TO SHOW POSITIVE DRAIN AT ALL CATCH BASIN AREAS WITHIN THE PROJECT LIMIT OF MILL AND OVERLAY. 7. ALL THE UTILITIES (I.E. CATCH BASIN, MANHOLES, AND ETC.) SHOWN IN THE ASSOCIATED ALL THE UTILITIES (I.E. CATCH BASIN, MANHOLES, AND ETC.) SHOWN IN THE ASSOCIATED DRAWINGS ARE INFORMATION ONLY, AND THE LOCATIONS ARE NOT ACCURATE. CONTRACTOR NOT ACCURATE. CONTRACTOR ACCURATE. CONTRACTOR SHALL WALK THROUGH THE SITE AND LOCATE ALL UTILITIES PRIOR TO BID.

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1. THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED FOR EACH THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED FOR EACH TYPE OF CRACK REPAIR ACTUALLY PERFORMED AND SHALL NOT EXCEED THE TOTAL ESTIMATED QUANTITIES FOR CRACK REPAIRS WITHOUT APPROVAL OF THE CONTRACTING OFFICER. 2. CONTRACTOR SHALL PROVIDE UNIT PRICES OF THE CRACK REPAIRS FOR THE FOLLOWING CONTRACTOR SHALL PROVIDE UNIT PRICES OF THE CRACK REPAIRS FOR THE FOLLOWING QUANTITIES FOR THIS PROJECT: 2.1. 7,000 LF OF CRACKS (WITHOUT BACKUP MATERIAL) 7,000 LF OF CRACKS (WITHOUT BACKUP MATERIAL) 2.2. 3,000 LF OF CRACKS (WITH BACKUP MATERIAL) 3,000 LF OF CRACKS (WITH BACKUP MATERIAL) (SEE DETAIL D/18 ON SHEET 18 OF 20 FOR CRACK REPAIR DETAILS.Z)

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BLDG. 20 EAST

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NEW GRAVELED PARKING

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LOT AND DRIVEWAY

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CONSTRUCT NEW

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PARKING LOT

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SHEET 14 OF 20

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%%UDSCC ASHPALT PAVEMENT

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MILL, OVERLAY AND

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PAVEMENT MARKINGS

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TYPE II COATING

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AND PAVEMENT MARKINGS

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SHEET 13 OF 20

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NEW GRAVELED STORAGE AREA

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DRMO STORAGE AREA

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GRAVELED LOT. SEE SHEETS INDICATED IN THE BOX.

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MILL, OVERLAY, AND

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NEW PAVEMENT MARKINGS

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SHEETS 7-12 & 19 OF 20

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BLDG. 20 NORTHWEST PARKING LOT

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SLURRY SEAL

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TYPE II COATING

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AND PAVEMENT MARKINGS

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SLURRY SEAL

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TYPE II COATING

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AND PAVEMENT MARKINGS

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SLURRY SEAL

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SHEET 15 OF 20

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NEW SLOTTED DRAIN PIPE

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OF DSCC TRUCK

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SOUTHWEST CORNER

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SCALE PAVEMENT

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DRIVEWAY

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G E N C Y

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13TH BLVD.

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3 #4/0 IN CONDUIT

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CTE

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SW35

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PDMTD

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ON BUILDING

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UG 3# 4/0

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CTE

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CKT 102

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CKT 102

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SW32

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CTE

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CKT 102

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2 EACH 1 112.5 3

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TO POLE 32' E/ SW CORNER 11/13

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SW28 MTD TO NW CORNER 11

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CTE

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SW3 MTD ON NW CORNER BLDG 9

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SW36 PAD MTD

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SW15 ON SW CORNER OF 11

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CTE

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MH 11

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CKTS: 104 TOP 103 BOT.

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2#2AL

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JACKSON BLVD.

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MH147

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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PLANTER

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PLANTER

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GAS METER

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SN: 9632286

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SN: 12400515

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GAS METER

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BUILDING 58

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BUILDING 46A

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4" PMP

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PLAYGROUND

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AREA U/C

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"C" STREET

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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-19723

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M & R TO PAVEMENT, FY19

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER, DM-FCI

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DM-FCS (PUBLIC SAFETY)

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DM-FCE (ENVIRONMENTAL)

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CHIEF, DM-FCIE

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18 MAR 19

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DM-FCIE

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DM-FCIE

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BLDG. 22 EAST DRIVEWAY, BLDG. 20 SOUTH

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PARKINGG LOT AND JACKSON BLVD. & VICINITY

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PLANS

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%%UNOTES FOR CRACK REPAIRS:

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1. THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED

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FOR EACH TYPE OF CRACK REPAIR ACTUALLY PERFORMED AND SHALL NOT

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EXCEED THE TOTAL ESTIMATED QUANTITIES FOR CRACK REPAIRS WITHOUT

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APPROVAL OF THE CONTRACTING OFFICER. IF ACTUAL REPAIR QUANTITY IS

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LESS THEN THE ESTIMATED QUANTITY, A CREDIT SHALL BE RETURNED TO

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THE GOVERNMENT.

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2. THE CONTRACTOR SHALL PERFORM THE CRACK REPAIR AT THE LOCATION

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INDICATED IN THE DRAWING FIRST. IF THE TOTAL ESTIMATED QUANTITIES

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ARE NOT EXHAUSTED, THEN THE CONTRACTOR MAY PERFORM CRACK

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REPAIRS AT OTHER LOCATIONS, DSCC WIDE, DESIGNATED BY THE

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CONTRACTING OFFICER. ANY EXTRA CRACK REPAIRS DUE TO EXCESSIVE

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MATERIAL SHALL BE APPROVED BY THE CONTRACTING OFFICER.

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3. SEE DETAIL D/18 ON SHEET 18 OF 20 FOR CRACK REPAIR DETAILS.

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%%UNOTES FOR SLURRY SEAL APPLICATION

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%%UNOTES FOR PAVEMENT MARKINGS:

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1. TYPE, SIZE AND LOCATIONS OF THE NEW PAVEMENT MARKINGS SHALL TYPE, SIZE AND LOCATIONS OF THE NEW PAVEMENT MARKINGS SHALL BE IDENTICAL TO THE EXISTING PAVEMENT MARKINGS, OTHERWISE NOTED. 2. CONTRACTOR SHALL INCLUDE PAVEMENT MARKING PLAN IN THE WORK CONTRACTOR SHALL INCLUDE PAVEMENT MARKING PLAN IN THE WORK PLAN. 3. SEE SHEET 19 OF 20 FOR BLDG. 20 SOUTH PARKING LOT PAVEMENT SEE SHEET 19 OF 20 FOR BLDG. 20 SOUTH PARKING LOT PAVEMENT MARKINGS AND SHEET 20 OF 20 FOR MAVEMENT MARKING DETAILS.

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL PROVIDE A WORK PLAN INCLUDING MAINTENANCE CONTRACTOR SHALL PROVIDE A WORK PLAN INCLUDING MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING. THE WORK PLAN SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE CONSTRUCTION. 2. MEETINGS (PRE-CONSTRUCTION AND PROGRESS MEETING) SHALL BE MEETINGS (PRE-CONSTRUCTION AND PROGRESS MEETING) SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE CONTRACTING OFFICER AND FACILITY ENGINEER TO COORDINATE THE ROAD CLOSURES, WORK AREAS, ETC AND DETAIL CONSTRUCTION SCHEDULES AS SPECIFIED. CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND APPROVED BY THE CONTRACTING OFFICE PRIOR TO EACH MEETING. 3. THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE CLOSING OF ANY PORTION OF ROADWAY OR PARKING LOT. 4. WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND ROADWAYS, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES (SIGNS, BARRICADES, ETC.) ADEQUATE TO SEGREGATE PEDESTRIANS AND POV'S FROM CONSTRUCTION, AND ALLOW SAFE PASSAGE AROUND CONSTRUCTION AREAS.

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1. APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE II, 18# APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE II, 18# AGG./SY, (2) COATS FOR ALL PARKING LOTS SPECIFIED IN THIS DRAWING.. 2. ESTIMATED WORK AREA IS FOR BID PURPOSE WHICH IS ESTIMATED WORK AREA IS FOR BID PURPOSE WHICH IS BELIEVED SLIGHTLY HIGHER THAN ACTUAL AREA MEASURE USING CAD TOOL. THE CONTRACTOR SHALL EVALUATE THE ACTUAL WORK AREA. IF CONTRACTOR'S MEASUREMENT IS HIGHER THAN THE ESTIMATED VALUE, THE CONTRACTOR SHALL BID THE WORK USING HIS NUMBER AND PROVIDE THE EVIDENCE IN THE BID.

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NO SCALE

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PLAN - JACKSON BLVD. & VICINITY

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NORTH

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ROOSEVELT LANE

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PERSHING AVE

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NO SCALE

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PLAN - BLDG. 22 EAST DRIVEWAY

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NORTH

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14TH BLVD

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BLDG. 22

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NO SCALE

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PLAN - BLDG. 20 SOUTH PARKING LOT

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NORTH

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BLDG. 23

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BLDG. 22 EAST PLAYGROUND

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ESTIMATED WORK AREA = 10,777 S.Y.

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17TH BLVD

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16TH BLVD

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A STREET

AutoCAD SHX Text CRACK REPAIR AND SLURRY SEAL TYPE 2 AREA FOR APPLICATION RATE, SEE DETAILS A/17 AND D/17 ON SHEET 17 OF 20

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LEGEND:

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ESTIMATED WORK AREA = 632 S.Y.

ESTIMATED WORK AREA = 7,132 S.Y.

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D E F E N S E A

G E N C Y

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RESPONSE

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APPROACH

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XXX

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XXX

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XXX

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XXX

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4-(3 #350 KCMIL, 1 #4/0)

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OPS

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ADP

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LBS 4

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LBS 3

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5- SPARE

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PMS

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OPTS & ADP ACB12, FDR1

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OPTS & ADP ACB22, FDR2

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LBS 37

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A…

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