SP470218R0524_Amendment_0006.pdf

PDF 3 MB Posted Aug 22, 2018

Attached to: M&R TO PAVEMENT Federal contract opportunity
Solicitation number: SP4702-18-R-0524
Issued by: Defense Logistics Agency Land and Maritime

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Amendment 0006

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File	Type	Posted
SP470218R0524_Amendment_0005.pdf	PDF	Aug 20, 2018
SP470218R0524_Amendment_0004.pdf	PDF	Aug 16, 2018
SP470218R0524_P00003.pdf	PDF	Aug 8, 2018
SP470218R0524_Amendment_0002_.pdf	PDF	Jul 28, 2018
SP470218R0524_Amendment_0001_.pdf	PDF	Jul 16, 2018
SP4702-18-R-0524.pdf	PDF	Jul 16, 2018

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SP4702-18-R-0524

Amendment 0006

SP4702-18-R-0524 CSC 18723 M&R TO PAVEMENTS FY18 "QUESTIONS & REPLIES"

Here are the clarifications to the bidder’s few questions that Government received on August 17, 2018:

1. Per Sheet 17 the materials listed for pavement markings are Latex paint. Only in the details does is mention Thermoplastic to be used on roadways and only the Handicapped Parking Symbol.

The two details conflict. Please advise.

Reply: Paint materials shall be “High Build Acrylic Coating (HBAC) as shown on the revised sheet 17 of 17.

2. With the cart path changed to Overlay, we cannot warranty that area since we are overlaying on top of failed asphalt.

Reply: All cracked areas shall be repaired first as shown in the detail H/14 on sheet 14 of 17 and then install 2” asphalt overlay per specifications.

3. Per Addendum #5, you will be closing down entire parking lots without phasing them. So there will be entire parking lots closed down for weeks depending on crackfill and undercutting in the area. In the larger parking lots like Building 2 and Building 21, this would leave a lot of parking spaces inaccessible.

Reply: Contractor shall perform (1) parking lot at a time and other nearest lots shall be accessible for parking during construction. Contractor will provide a schedule for approval prior to perform actual work on the parking lots & streets.

4. Per Sheet 16, we are installing curb and gutter down both sides of 16th Blvd. The slipform machine will need one foot at the most from the edge of the gutter into the asphalt. This will eliminate the asphalt and some of the stone base one foot on both sides of the road. Please advise a profile to follow when installing new stone and asphalt in these two areas.

Reply: See revised Detail D/14 on sheet 14 & detail A/16 on sheet 16 for clarifications.

5. Revision work is done to the following attached drawing sheets to clarify above RFIs:

Drawing No. 5-426

Sheets 1, 14, 16 & 17 of 17 (Attached)

Revision Date: August 22, 2018

Replies Prepared By: M. Rustam Ali, Project Engineer, DF-FCIE, and Date: August 22, 2018

SP4702-18-R-0524

Amendment 0006

DLA ENTERPRISE SUPPORT

I S

DEFENSE

AGENCY

B ld g

V E

N T

V E

N T

P U

B L I C

A F

E T

A C

I L I T

S P

4702-18-R -0524

A m endm ent 0006

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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-18723

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M & R TO PAVEMENT, FY18

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

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PROJECT ENGINEER

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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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

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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 LOCATION SEE SHEET 2

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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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IS DRAWN

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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-18723

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M & R TO PAVEMENT, FY18

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DEFENSE SUPPLY

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SHEET NO.

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COVER SHEET

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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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8TH BLVD. &

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PERSHING AVE.

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7TH BLVD. &

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SIGN

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25MPH

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8TH BLVD.

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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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"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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8TH BLVD.

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10TH BLVD.

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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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POND

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POND

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RETENTION

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POND

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CIRCLE

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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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GOLF COURSE

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16TH 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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14TH 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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POTH ROAD

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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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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 #7

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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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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 "G" STREET

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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CENTER

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EXISTING V.A. ROAD

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PARKING LOT

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PARKING LOT

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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

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EXISTING

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EXISTING

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PT RUNNING

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COURSE

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POOL

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"J" 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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KEY SITE PLAN - ASPHALT PAVEMENT

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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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BLDG. 2 NORTH, AND SOUTH PARKING LOTS PLANS

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DRIVEWAY AND BLDG. 308 EAST PARKING LOT PLANS

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BLDG. 21A NORTH PARKING LOT DRAIN IMPROVEMENTS - PLAN AND SECTION

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PAVEMENT MARKINGS DETAILS AND CONSTRUCTION NOTES

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DETAILS AND FLOWABLE FILL MATERIAL NOTES

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STANDARD DETAILS AND NOTES

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DETAILS AND NOTES

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PERIMETER SERVICE ROAD

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GENERAL NOTES AND LEGEND

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REVISED DWG SHEETS 4,5,6,7,12 & 13

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N O

L E

DLA ENTERPRISE SUPPORT

I S

DEFENSE

AGENCY

4702-18-R -0524

A m endm ent 0006

AutoCAD SHX Text %%uSTANDARD DETAIL - CATCH BASIN 2-3 & 2-4

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DEPTH VARIES

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GRATE

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MIN.

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STD 2-4 = 4'-0"

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STD 2-4 = 4'-0"

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STD 2-3 = 3'-0"

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(TYP)

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(TYP)

AutoCAD SHX Text CLEAT HEIGHT AT THE ENDS. FRICTION FIT STEPS MEETING THE REQUIREMENTS OF ODOT ITEM 711.31 WITH A 1/2" DIAMETER REBAR MAY BE

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8. STEPS SHALL BE PROVIDED WHERE THE DEPTH OF THE CATCH BASIN EXCEEDS 60 INCHES. STEPS

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5. OPENINGS AND CONNECTIONS IN THE CATCH BASIN FOR SIDE INLETS, AND THE OUTLET PIPE SHALL BE PROVIDED EITHER FACTORY

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7. THE BOTTOM, OR BENCH OF THE CATCH BASIN SHALL BE SHAPED FROM THE INLETS TO DRAIN.

AutoCAD SHX Text USED IN PRECAST CONCRETE MANHOLES. THE RECEIVING HOLES FOR FRICTION FIT STEPS SHALL NOT PENETRATE THE MANHOLE WALL.

AutoCAD SHX Text FABRICATED OR FIELD CUT TO SUITE EXISTING ELEVATIONS AND FIELD CONDITIONS. OPENINGS FOR PIPE SHALL BE O.D. + 2" OR AS

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6. THE APPROXIMATE NUMBER OF SEWER LINE SIDE INLETS / OUTLETS TO BE CONNECTED AT EACH CATCH BASIN ARE SHOWN ON

AutoCAD SHX Text THE DRAWINGS. PROVIDE APPROVED TRANSITION FITTINGS, SPECIALS FOR CONNECTIONS BETWEEN NEW AND EXISTING

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APPROVED. THE SIDES OF THE PIPE SHALL NOT PROJECT INTO THE CATCH BASIN.

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4. GRATING AND FRAMES SHALL BE HEAVY DUTY AND ESSENTIALLY OF THE SAME DESIGN, SIZE AND TYPE AS SHOWN. WEIGHT OF

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GRATE, MINIMUM 500 LBS. WEIGHT OF FRAME, MINIMUM 100 LBS.

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CONSTRUCTION.

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2. PRECAST WALLS SHALL HAVE A MINIM THICKNESS OF 8 INCHES AND SHALL BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING

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3. REINFORCING IN THE TOP TO BE NO. 4 BARS 6' CENTER TO CENTER. FOR STANDARD 2-3 USE NO.8 BARS AND FOR

AutoCAD SHX Text ACCORDANCE WITH THE MANUFACTURERS WRITTEN RECOMMENDATIONS FOR EXCAVATION, BEDDING, BACKFILL, COMPACTION

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1. CATCH BASINS SHALL BE PRECAST, REINFORCED CONCRETE CONFORMING TO ASTM C 478. INSTALLATION SHALL BE IN

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STANDARD 2-4 USE NO. 12 BARS.

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AND MATERIAL INSTALLATION PROCEDURES.

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AND HANDLING WITHOUT DAMAGE.

AutoCAD SHX Text 1 5/8"

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CONSTRUCTION

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JOINT

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PERMISSIBLE

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CONSTRUCTION

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JOINT

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PERMISSIBLE

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%%USECTION C-C

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ALL GRATE ADGES TO BE ROUNDED 1/4" RADIUS

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STD NO. 2-3 = 3'-0"

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STD NO. 2-4 = 4'-0"

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STEP

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NOT GREATER

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THAN 16"

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STEP

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PRRECAST

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JOINT

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PRRECAST

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JOINT

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OPTIONAL

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PRRECAST

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JOINT

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JOINT

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PRRECAST

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OPTIONAL

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OPTIONAL

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PRRECAST

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JOINT

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NOT TO SCALE

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FLARE ENTRANCE

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TO OUTLET PIPE

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CURB

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CURB

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SURFACE OF COVER

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TO BE CORUGATED

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OR RIBBED

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PLAN OF EXTENSION

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FOR TYPE"D' INLET

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VARIABLE

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FLARE OUTLET

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PAVEMENT

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SOD

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PLAN OF TYPE"D" INLET

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CONC. GUTTER

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CONC. GUTTER

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PAVEMENT

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BEG. OF DEPRESSED GUTTER SURFACE

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GUTTER

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PAVEMENT

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GUTTER

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PAVEMENT

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4 FT.

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4 FT.

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4 FT.

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COMPACTED AASHTO

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M43 #57 STONE

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FINISH GRADE EL.

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AS SHOWN ON

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GRADING PLANS

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1" CLR.

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TYP

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#4 BARS

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EACH SIDE

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VERT. BARS #4 @ 6" O.C.

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HORIZ. BARS #4 AS SHOWN

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#4 DOWELS (TYP.)

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#4 DOWELS

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12" LONG

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(SEE PLAN)

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BOTH WAYS

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3/4" EXPANSION

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JOINT

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RECESSED C.I.

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COVER & FRAME

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O.C. EACH WAY

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SECTION B-B TYPE"D" INLET

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SECTION A-A TYPE"D" INLET

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EXTENSION

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%%UDETAIL - TYPICAL NEW CURB INLET

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(SEE SEC. B-B)

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DOWELS 1/2"%%C 12" LONG

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NO SCALE

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1. ALL BACK FILL MATERIAL IS TO BE COMPACTED AS DESCRIBED

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IN THE SPECIFICATIONS.

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SHALL BE REPLACED TO MATCH EXISTING CONSTRUCTION.

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3. ALL ASPHALT/CONCRETE PAVEMENT MATERIALS REMOVED OR DAMAGED

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CUT ALONG ALL EDGES.

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2. PAVEMENT MATERIALS TO BE REMOVED SHALL BE NEATLY SAW

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TYPICAL PIPE TRENCH DETAILS

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4. All trenching and excavation greater than 4 ft in depth, OSHA 29 CFR 1926.651 will apply. If soil has unexpected odor or appearance, stop work and contact DF-FCIE.

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INSTALL 2500 PSI

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PIPING.

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CONCRETE AROUND

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%%UDETAIL - PIPE TRENCH FOR

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TRENCH WIDTH

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MAINTAIN

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TO TOP OF

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PIPE BARREL

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PIPE

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BOTTOM

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TOP OF

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PIPE

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SEE DETAIL

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FINISH GRADE

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%%UPAVED AREA

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4" BASE COURSE)

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(2" SURFACE COURSE AND

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6" ASPHALT PAVEMENT

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4. PROVIDE NEW ASHPHALT AS FINISH GRADE

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3. EXIST. GRAVEL AND DIRT SHALL BE REMOVED FOR TRENCH AND PROVIDE NEW DIRT AND ODOT 304

AutoCAD SHX Text RECOMMENDATIONS FOR EXCAVATION, BEDDING, BACK FILL, COMPACTION AND MATERIAL INSTALLATION.

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2. PROVIDE APPROVED TRANSITION FITTINGS.

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1. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED PIPE MANUFACTURES

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%%UNOTES: NEW DRIVEWAY STORM DRAIN PIPE TRENCH

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CRUSH GRAVEL.

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VARIES

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B/3 ON SHT. 3

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AutoCAD SHX Text 6"=

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HDPE TYPE S

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5. All trenching and excavation greater than 4 ft in depth OSHA 29 CFR 1926.651 will apply. If soil has unexpected odor or appearance, stop work and contact DF-FCIE.

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%%UNOTES: NEW PAVED AREA STORM DRAIN PIPE TRENCH

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RECOMMENDATIONS

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FOR BEDDING LIMITS

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MANUFACTURERS

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PIPE

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BOTTOM OF

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PIPE

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FOR ALL PIPES

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DEPT VARIES

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SEE NOTE ON THIS SHEET

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INSTALL FLOWABLE FLY

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ASH BACKFILL MATERIAL

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EXISTING GRADE

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TOP OF

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TRENCH WIDTH

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MAINTAIN

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PIPE BARREL

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TO TOP OF

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SAW CUT

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(TYP.)

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%%UNON-PAVED AREA

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%%UDETAIL - PIPE TRENCH FOR

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HDPE TYPE S

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BACKFILL TOPSOIL

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TO MATCH EXIST.

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GRADE AND SEED

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PLASTIC MARKER TAPE

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SEE NOTE ON THIS SHEET

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INSTALL FLOWABLE FLY

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ASH BACKFILL MATERIAL

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PLASTIC MARKER TAPE

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& FILL W/ BITUMINOUS

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CONCRETE SURFACE

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REMOVE EXISTING

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EXISTING SURFACE

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SECTION

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NEW TYPICAL

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TO MATCH

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BEGIN TAPERING

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EXISTING GRADE

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ADJACENT

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ASPHALT

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TACK COAT

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%%UDETAIL - ASPHALT PAVEMENT

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%%UMATCH SECTION

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AutoCAD SHX Text 5"

AutoCAD SHX Text 8"

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JOINT SEALER, HOLD DOWN 1/4" FROM TOP OF CURB

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JOINT FILLER, HOLD DOWN 1-1/4" FROM TOP OF CURB

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CLASS 'C' CONCRETE

AutoCAD SHX Text 8" PERFORATED POLYETHYLENE UNDERDRAIN AS SPECIFIED WHERE NOTED ON PLANS. PROVIDE WITH FILTER SOCK

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#57 AGGREGATE

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COMPACT SUBGRADE

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ODOT TYPE 6

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%%UDETAIL - TYPE 2 - 6" CONCRETE CURB & GUTTER

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AutoCAD SHX Text D

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EXISTING GRADE

AutoCAD SHX Text PROVIDE TOP SOIL FROM TOP OF CURB 3' WIDE SLOPE TO EXISTING GRADE AND SEED ON BOTH SIDES OF THE 16 BLVD.

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PAVEMENT STRUCTURE

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VARIES

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DEEP

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SAW CUT 1-1/4"

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2" SAND BED

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1/2" EXPANSION JOINT

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2" SAND BED

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%%UCONTROL JOINT DETAIL

AutoCAD SHX Text %%uEXPANSION JOINT DETAIL

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2" SAND BED

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4"-4000# CONCRETE

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%%UCONCRETE SIDEWALK

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SLOPE 1/4" PER FT. (TYP)

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AutoCAD SHX Text 6x6 10/10 WWF

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COMPACTED SUBGRADE

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STORM SEWER

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BACKFILL

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STORM SEWER

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GROUT AND SHAPE OPENING ALL AROUND

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CONNECTOR PIPE WITH NON-SHRINK GROUT

AutoCAD SHX Text (A.S.T.M. C-827)

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BEND EXPOSED REINFORCING STEEL IN

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CONC. COLLAR AND TIE TO RING BARS.

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CONC COLLAR ALL AROUND

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2000 PSI @ 28 DAY (MIN.)

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CONNECTOR PIPE

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PACK WITH MASTIC JOINT COMPOUND

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0-RING GASKET

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END OF PIPE SHALL NOT EXTEND PAST

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INSIDE WALL OF STORM SEWER PIPE.

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3-NO. 4 RE-BARS

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INVERT AS NOTED ON

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PLAN AND PROFILE SHEET

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(TYP.)

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AutoCAD SHX Text 0<90%%D

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AutoCAD SHX Text "D"

AutoCAD SHX Text L=18"

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MAX.

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MIN.

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PVC PIPE CONNECTION INTO

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W = WIDTH

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RECESS SEALANT " TO "18" TO "14"

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D = DEPTH

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D/W = APPROX. 1

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MILLED PAVEMENT SURFACE

AutoCAD SHX Text NOTES FOR CRACK REPAIR REQUIREMENTS EXPOSED MILLED ASPHALT WITH CRACKS GREATER THAN 1/8" WIDE SHALL HAVE FOLLOWING REPAIRS PRIOR TO OVERLAY OPERATION. 1. CRACKS 1/8" - 3/4" WIDE OR CRACKS WITH 1/8" GREATER IN AVG. WIDTH; CRACKS 1/8" - 3/4" WIDE OR CRACKS WITH 1/8" GREATER IN AVG. WIDTH; SANDBLAST & USE COMPRESSED AIR, AND PROVIDE HOT SEALANT 2. CRACKS 3/4" - 2" WIDE, SANDBLAST & CLEAN W/COMPRESSED AIR. AND PROVIDE HOT CRACKS 3/4" - 2" WIDE, SANDBLAST & CLEAN W/COMPRESSED AIR. AND PROVIDE HOT SEALANT 3. CRACKS > 2" WIDE, NOT TO BE SEALED. CRACKS > 2" WIDE, NOT TO BE SEALED. 4. USE BACKUP MATERIAL (BACKER ROD) IN ALL CRACKS THAT HAVE A DEPTH GREATER USE BACKUP MATERIAL (BACKER ROD) IN ALL CRACKS THAT HAVE A DEPTH GREATER THAN 3/4" 5. BACKER ROD TO BE 25% WIDER THAN WIDTH OF CRACK. BACKER ROD TO BE 25% WIDER THAN WIDTH OF CRACK. 6. SEALANT DEPTH TO BE 1/2" - 3/4" SEALANT DEPTH TO BE 1/2" - 3/4" 7. RECESS SEALANT FROM EDGE OF PAVEMENT 1/8" - 1/4" RECESS SEALANT FROM EDGE OF PAVEMENT 1/8" - 1/4" 8. SWEEP THE PAVEMENT SURFACE TO RESTORE THE ORIGINAL CONDITION.SWEEP THE PAVEMENT SURFACE TO RESTORE THE ORIGINAL CONDITION.

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%%UCRACK REPAIR DETAIL

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NOT TO SCALE

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Sheet of

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AutoCAD SHX Text reference

AutoCAD SHX Text number:

AutoCAD SHX Text Description

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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-18723

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M & R TO PAVEMENT, FY18

AutoCAD SHX Text 5-426

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

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AutoCAD SHX Text Plot Date:

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AutoCAD SHX Text Designed by:

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PROJECT ENGINEER

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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1. Flash Fill® is a patented, flowable backfill material that is self leveling, self compacting, quick Flash Fill® is a patented, flowable backfill material that is self leveling, self compacting, quick is a patented, flowable backfill material that is self leveling, self compacting, quick setting, and has a controlled strength gain. The Flash Fill® design mix was developed by the design mix was developed by the American Electric Power Company, and is made from Class C fly ash, a filler material and water or approved equal. Flash Fill® does not contain any portland cement, but utilizes the cementitious and does not contain any portland cement, but utilizes the cementitious and pozzolanic properties of Class C fly ash. The filler material used in the design mix varies depending upon material availability, economics, material properties and mix compatibility. Some of the different filler materials used include sand, Class F fly ash, bottom ash, limestone screenings, and sand. 2. Flash Fill® sets up in about 20-30 minutes, and can be paved over in four hours or less, which Flash Fill® sets up in about 20-30 minutes, and can be paved over in four hours or less, which sets up in about 20-30 minutes, and can be paved over in four hours or less, which makes it an ideal fill material for roadway cuts. Its gain in ultimate strength reaches a maximum of only 150 psi which allows the material to be re-excavated regardless of age. Its flowability, self leveling and self compacting properties make it useful backfill material for trench excavations, where it can be placed continuously and without the need for personnel working in the trench, or for additional equipment like rollers and tampers. Other applications include the filling of abandoned basements, sewers, utility tunnels, and tanks. Flash Fill® has been used successfully as backfill around retaining and basement walls, and as a has been used successfully as backfill around retaining and basement walls, and as a filler material for filling voids and/or washouts beneath roadways, slabs, or sidewalks. It also has been used as backfill around pipe penetrations through flood levees, where vibration and/or compaction of granular fill is difficult, if not impossible.

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%%UFLOWABLE FLY ASH BACKFILL MATERIAL INSTALLATION NOTES:

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1. EPA RECOMMENDS THAT PROCURING AGENCIES USE AC1229R-94 AND THE ASTM EPA RECOMMENDS THAT PROCURING AGENCIES USE AC1229R-94 AND THE ASTM STANDARDS WHEN PURCHASING FLOWABLE FILL OR CONTRACTING FOR CONSTRUCTION THAT INVOLVES BACKFILLING OR OTHER FILL APPLICATIONS. 2. OHIO HAS SPECIFICATION ENTITLED, "FLOWABLE FILL MADE WITH SPENT FOUNDRY OHIO HAS SPECIFICATION ENTITLED, "FLOWABLE FILL MADE WITH SPENT FOUNDRY SAND". 3. FOR MORE INFORMATION SEE: FOR MORE INFORMATION SEE: HTTPS://SFTOOL.GOV/GREENPROCUREMENT/GREEN-PRODUCTS/16/ROADWAY-CONSTRUCTION/99/FLOWABLE-FILL/O?ADDON=FALSE

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%%UFLOWABLE FILL PRODUCT SPECIFICATIONS:

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DETAILS AND

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FLOWABLE FILL MATERIAL NOTES

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REVISED NOTE FROM 4" TO 8" PERFORATED PIPE. AT DETAIL D/14.

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AutoCAD SHX Text M.R.A.

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AutoCAD SHX Text B

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REVISED GUTTER IN DETAIL D/14

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M.R.A.

E D

G E

F E

X I S

V M

E X

I S

A V

E M

E N

N E

A V

E M

I L

E X

V M

S A

W C

U T

T A

S A

W C

U T

U L

L D

E P

T H

E P

T H

DLA ENTERPRISE SUPPORT

I S

DEFENSE

AGENCY

S P

4702-18-R -0524

A m endm ent 0006

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BITUMINOUS TACKCOAT, ODOT 407

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EXISTING PAVEMENT STRUCTURE TO REMAIN

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AutoCAD SHX Text 1/4"/ 1'

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AutoCAD SHX Text 22"

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NEW 8" PERFORATED PIPE

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UNDERDRAIN, ODOT 605

AutoCAD SHX Text No. 57 STONE FILL

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VARIES SEE SITE PLAN

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SEED AT

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TOPSOIL &

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BACKFILL,

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LAWN AREA

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FILTER FABRIC SOCK OR WRAP

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WITH DRAIN GUARD

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NEW CONCRETE

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CURB & GUTTER

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& UNDER DRAIN

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SEE NEW WORK

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PLAN ON SHT 12 /17

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SEED AT

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TOPSOIL &

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BACKFILL,

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LAWN AREAS

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EXISTING PAVEMENT STRUCTURE TO REMAIN

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INTERMEDIATE COURSE TO REMAIN

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NEW CONCRETE

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CURB & GUTTER

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& UNDER DRAIN

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SEE NEW WORK

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PLAN ON SHT 12 /17

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ASPHALT PAVEMENT MILL AND RESURFACE, SEE DETAIL C/16 ON THIS SHEET

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NEW 8" PERFORATED PIPE

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UNDERDRAIN, ODOT 605

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NEW CURB INLET WITH

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FILTER FABRIC SOCK OR WRAP

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WITH DRAIN GUARD

AutoCAD SHX Text No. 57 STONE FILL

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NEW CURB INLET WITH

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TO TIE-IN TO EXISTING

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STORM MAIN

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TO TIE-IN TO EXISTING

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STORM MAIN

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OVER MILLED SURFACE

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SEE CURB AND GUTTER

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DETAIL D/14 ON SHT.

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SEE CURB AND GUTTER

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DETAIL D/14 ON SHT.

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EXISTING ASPHALT PAVEMENT TO REMAIN

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BITUMINOUS TACKCOAT, PER ODOT 407

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VARIES SEE SITE PLAN

AutoCAD SHX Text 1/4"/ 1'

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AutoCAD SHX Text 1/4"/ 1'

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OR SHOULDER

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CURB & GUTTER

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EXISTING SUBGRADE

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PARKIGN LOT PAVEMENT,

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EXISTING

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CURB & GUTTER

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OR SHOULDER

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PARKING LOT PAVEMENT,

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EXISTING

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ASPHALT PAVEMENT MILL AND RESURFACE, SEE DETAIL C/16 ON THIS SHEET

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EXISTING AGGREGATE BASE

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TO REMAIN

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TO REMAIN

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OVER MILLED SURFACE

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EXISTING PAVEMENT

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STRUCTURES TO REMAIN

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BITUMINOUS TACK COAT, ODOT 407

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ASPHALT PAVEMENT MILL & RESURFACE - 2" SURFACE COURSE PER ODOT ITEM 441, TYPE I

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OVER MILLED SURFACE

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%%UDETAIL - TYPICAL STORM PIPE UNDER PAVEMENT

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STORM PIPE TRENCH DETAIL NOTES

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PIPE SIZE

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AS NOTED

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MIN. 2"

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TRENCH WIDTH

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MAINTAIN

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TO TOP OF

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PIPE BARREL

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PIPE

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BOTTOM

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TOP OF

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PIPE

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PIPE DIAMETER

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OUTSIDE

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VARIES

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FINISH GRADE

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VARIES, SEE NOTE 3

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1. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED PIPE MANUFACTURES RECOMMENDATIONS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED PIPE MANUFACTURES RECOMMENDATIONS FOR EXCAVATION, BEDDING, BACK FILL, COMPACTION AND MATERIAL INSTALLATION. 2. PROVIDE APPROVED TRANSITION FITTINGS, SPECIALS FOR CONNECTIONS BETWEEN NEW AND EXISTING PIPES. PROVIDE APPROVED TRANSITION FITTINGS, SPECIALS FOR CONNECTIONS BETWEEN NEW AND EXISTING PIPES. 3. PAVEMENTS MATERIALS TO BE REMOVED SHALL BE SAW CUT ALONG ALL EDGES UNLESS FULL DEPTH PAVEMENTS MATERIALS TO BE REMOVED SHALL BE SAW CUT ALONG ALL EDGES UNLESS FULL DEPTH PAVEMENT REPLACEMENT IS PLANNED IN THE AREA. 4. FINISHED SURFACES SHALL BE REPLACED TO MATCH NEW/EXISTING CONSTRUCTION. GRASS AREAS SHALL BE FINISHED SURFACES SHALL BE REPLACED TO MATCH NEW/EXISTING CONSTRUCTION. GRASS AREAS SHALL BE TOP SOILED AND SEEDED. 5. PROVIDE #57 3/4 CRUSH GRAVEL AT ALL NEW UNDER DRAIN LOCATIONS.PROVIDE #57 3/4 CRUSH GRAVEL AT ALL NEW UNDER DRAIN LOCATIONS.

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ASPHALT PAVEMENT SEE DETAIL A/11 FOR THICKNESS

AutoCAD SHX Text AGGREGATE BASE (MIN. 30" DEEP) 12" STONE BASE 18" SUB BASE PER ODOT 304 98% MAX DENSITY

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SELECT GRANULAR MATERIAL (HAND COMPACTED)

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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-18723

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M & R TO PAVEMENT, FY18

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

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PROJECT ENGINEER

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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DETAILS AND NOTES

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%%UMILL AND RESURFACE

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NOT TO SCALE

AutoCAD SHX Text NOTE: ANY CRACKS GREATER THAN 1/8" WIDTH REMAINING ON MILLED SURFACE SHALL BE SEALED ACCORDING TO CRACK REPAIR SPECIFICATION. SEE SHEET 14 OF 17 FOR CRACK REPAIR DETAIL H/14

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%%U16TH BLVD ROADWAY PAVEMENT WITH CURB AND GUTTER DETAIL

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%%UTYPICAL MILL AND OVERLAY ON ROADWAY PAVEMENT DETAIL

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AutoCAD SHX Text NOTE: 1. REMOVE 2 INCHES DEPTH EXISTING ASPHALT AND REMOVE 2 INCHES DEPTH EXISTING ASPHALT AND REPLACE WITH 2 INCHES OF NEW ASPHALT SURFACE 2. IF ADJACENT EXISTING PAVEMENT IS SUBJECT TO MILL IF ADJACENT EXISTING PAVEMENT IS SUBJECT TO MILL AND RESURFACE, NOTE 1 IS NOT NECESSARY.

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%%UASPHALT PAVEMENT MATCH DETAIL

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REVISED DETAILS A/16, B/16 & C/16

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REVISED GUTTER IN DETAIL A/16

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M.R.A.

DLA ENTERPRISE SUPPORT

I S

DEFENSE

AGENCY

S P

4702-18-R -0524

A m endm ent 0006

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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-18723

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M & R TO PAVEMENT, FY18

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

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PROJECT ENGINEER

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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PAVEMENT MARKING DETAILS AND CONSTRUCTION NOTES

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PAINTED PEDESTRIAN CROSSING

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SEE SITE PLAN

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FOR WIDTH

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4" WIDE WHITE HBAC PAINT

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STRIPES (TYP.)

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INTERNATIONAL HANDICAP SYMBOL PAINTED

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ON PAVEMENT WITH WHITE HBAC PAINT

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4" WIDE BLUE

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PAINT STRIPING

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HANDICAPPED PARKING SYMBOL

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STRIPING DETAIL

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%%UPARKING SPACE STRIPING

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4'' WHITE HBAC PAINT

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STRIPE (TYP)

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(SEE SITE PLAN)

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EDGE OF SIDEWALK

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(18'-0'' SPACES ONLY)

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(TYP)

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20'-0'' WITHOUT CURB

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STRAIGHT THROUGH ARROW

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(TYP)

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1' X 1' GRID

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STOP

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NOT TO SCALE

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1' WIDE WHITE HBAC PAINT

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STOP BAR

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4'' WIDE WHITE HBAC PAINT FOR ALL EDGE LINES

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ROAD EDGE LINE

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FOR ALL STOP BARS

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(TYP)

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LEFT TURN

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NOT TO SCALE

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4'' WIDE YELLOW HBAC PAINT FOR ALL CENTER LINES

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30'-0" SPACE

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ROAD CENTER LINE

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%%UNOTES FOR PARKING LOTS

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%%UNOTES FOR ROADS

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REVISED PAVEMENT MARKING PAINT TO HBAC PAINT

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MR to Pavement Questions & Replies 08 22 2018

5-426 - CSC-18723 - Sht.1 of 17rev - M & R TO PAVEMENT FY18-SHT 1

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SHT 1

5-426 - CSC-18723 - Sht.14 of 17rev - M & R TO PAVEMENT FY18-SHT 14

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5-426 - CSC-18723 - Sht.16 of 17rev - M & R TO PAVEMENT FY18-SHT 16

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5-426 - CSC-18723 - Sht.17 of 17rev - M & R TO PAVEMENT FY18-SHT 17

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