REVISED_DRAWINGS.pdf

PDF 2 MB Posted Aug 3, 2016

Attached to: INSTALL HANDICAP AND VEHICLE RAMPS
Solicitation number: SP4702-16-R-0019
Issued by: Defense Logistics Agency Land and Maritime

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REVISED DRAWINGS

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SF_30 1 .pdf	PDF	Aug 3, 2016
SP4702-16-R-0019_W_A.pdf	PDF	Jul 7, 2016

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DEFENSE SUPPLY

CENTER - COLUMBUS

PROJECT NUMBER CSC-16740

INSTALL H.C. AND VEHICLE RAMPS TO DOCK

DLA ENTERPRISE SUPPORT

Bldg 48

VENT

PUBLIC SAFETY FACILITY

RESPONSE

APPROACH

X X

XX XX

X X

BLDG. 27, SEC. 10

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COVER SHEET

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TITLE

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INDEX OF DRAWINGS

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

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SITE PLANS

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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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%%UGENERAL NOTES;

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CONCRETE VEHICLE RAMP - PLAN, ELEVATION, AND DETAILS

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CONCRETE VEHICLE RAMP CONSTRUCTION DETAILS

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NORTH

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WORK LOCATION

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COVER SHEET

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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 OFFICE

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CHIEF, DS-FCIE

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FACILITIES ENGINEER

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GARY JOHNSON

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15 MAR 16

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PROJECT NO.

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CSC-16740

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INSTALL H.C. AND VEHICLE RAMPS TO DOCK

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PROJECT ENGINEER

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M. RUSTAM ALI

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DS-FCS (PUBLIC SAFETY)

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DS-FCE (SAFETY)

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CUSTOMER

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ENGINEERING TECHNICIAN

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BLDG. 27, SEC. 10

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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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BED

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FLOWER

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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13TH BLVD.

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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GATE - CLOSED

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YEARLING ROAD

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E. BROAD STREET

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MAIN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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LANE GATE

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TEE #7,#16

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PRO SHOP

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TEE #1

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TEE #8

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TEE #17

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TEE #8

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TEE #17

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TEE #6

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TEE #3,

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TEE #2

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TEE #7

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TEE #9

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POND

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TURKEY RUN

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TEE #3

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HOLE #5 EXISTING

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TEE #1

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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DETENTION AREA 2

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ACCESS ROAD

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1ST BLVD.

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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GREEN AREA

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AMBULATORY CARE

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CENTER

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EXISTING V.A. ROAD

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EXISTING V.A. ROAD

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PARKING LOT

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EXIST. V.A.

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PARKING LOT

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EXIST. V.A.

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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EXISTING ASPHALT AREA

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GREEN AREA

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NEW GREEN AREA

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NEW ROADWAY

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EXISTING ASPHALT AREA

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EXISTING

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GREEN AREA

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EXISTING

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"H" STREET

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EXISTING

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EXISTING "G" STREET

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EXISTING "H" STREET

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NEW GREEN AREA

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EX. SIGN

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PT RUNNING

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COURSE

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FOYLE AVENUE

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PERSHING AVENUE

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POOL

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"J" STREET

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EXISTING "H" STREET

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CONCRETE H.P. RAMP - PLAN, SECTIONS AND DETAILS

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H.C. RAMP STEPS AND RAILING DETAILS

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

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

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MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION

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INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR

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

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INCURRED, DURING THE CONTRACT PERIOD.

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AS MINIMUM REQUIREMENTS.

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

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TO THE JOB ORDER CONTRACT SPECIFICATIONS. JOB ORDER SPECIFICATION

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REQUIREMENTS AND MATERIALS FOR THIS CONTRACT SHALL BE CONSIDERED

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%%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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REVISED SHEETS 2, 3, & 4 OF 6

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DLA ENTERPRISE SUPPORT

EXISTING ASPHALT AREA

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EXISTING "G" STREET

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BLDG. 27, SEC. 10

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ROAD

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%%USTORAGE CAGE

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%%UOUTDOOR REC. STORAGE

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DOOR TO STORAGE CAGE

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WINDOW

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CONCRETE DOCK

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EROSION

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CONTROL

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BARRIER

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(ROUND STRAW

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TYPE)

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EXIST. U.G. STORM

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DRAIN - 12"%%C, 5'-0"

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DEEP.

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EXIST. U.G. DOWNSPOUT

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DRAIN - 6"%%C, 3'-0"

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DEEP. (CONTRACTOR

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TO VERIFY)

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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CONCRETE DOCK

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ROAD

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%%USTORAGE CAGE

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%%UOUTDOOR REC. STORAGE

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DOOR TO STORAGE CAGE

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WINDOW

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BLDG. 27, SEC. 10

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LIMIT OF EXCAVATE

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ADD COMMON EARTH

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4'-0" DEEP

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SEE PLAN A THIS SHT.

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SEE PLAN A THIS SHT.

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LIMIT OF EXCAVATE

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4'-8" DEEP

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SEE PLAN E/5 ON

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EXIST. U.G. STORM

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DRAIN - 12"%%C, 5'-0"

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DEEP.

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EXIST. U.G. DOWNSPOUT

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DRAIN - 6"%%C, 3'-0"

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DEEP. (CONTRACTOR

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TO VERIFY)

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SHT. 5 0F 6.5 0F 6.

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SLOPE 1:12

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38'-6" LIMIT OF EXCAVATION

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AND COMPACT 95%

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LIMIT OF

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LIMIT OF ADDED COMMON EARTH

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%%UPLAN A -EXCAVATION FOR CONCRETE

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%%USECTION

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LEGEND:

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AREA TO ADD COMMON EARTH

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AND COMPACT 95%

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COMMON EARTH TO REMAIN

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TYP.

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TYP.

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30'-8" ADD COMMON EARTH

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EXCAVATION

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%%ULOADING RAMP

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AREA TO EXCAVATE TO ADD RAMP FOOTINGS AND WALLS

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SEE SECTION B/3 ON SHEET 3 OF 6

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FILL CONCRETE

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ON TOP OF EXIST.

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STORM DRAIN

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PIPE. SEESEE

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DETAIL 10/4 ON

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SHT. 4 OF 64 OF 6

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FILL CONCRETE

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ON TOP OF EXIST.

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STORM DRAIN

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PIPE. SEESEE

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DETAIL 10/4 ON

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SHT. 4 OF 64 OF 6

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SLOPE UP

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SLOPE UP

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LANDING

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LANDING

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LANDING

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%%UPLAN C

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LEGEND:

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AREA TO EXCAVATE TO ADD RAMP FOOTINGS AND WALLS

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%%USECTION- EXCAVATION FOR H.C. RAMP

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%%UPLAN B

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%%USECTION

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COMMON EARTH, ADD GRANULAR FILL ODOT

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ITEM 304 LIMESTONE GRAVEL AND COMPACT.

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ADD WIRE MISK AND APPLY 4,000 PSI CONCRETE

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6" SLAB FOR RAMPS AND LANDINGS.

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SEE SECTION E/5 ON SHEET 5

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SLOPE UP

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SLOPE UP

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AFTER FOOTINGS AND WALLS COMPLETE, BACKFILL

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SEE SECTION E/5 ON SHEET 5 OF 6

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LANDING

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LANDING

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LANDING

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%%USECTION

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SITE PLANS

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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 OFFICE

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CHIEF, DS-FCIE

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FACILITIES ENGINEER

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GARY JOHNSON

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15 MAR 16

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PROJECT NO.

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CSC-16740

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INSTALL H.C. AND VEHICLE RAMPS TO DOCK

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PROJECT ENGINEER

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M. RUSTAM ALI

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DS-FCS (PUBLIC SAFETY)

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DS-FCE (SAFETY)

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CUSTOMER

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ENGINEERING TECHNICIAN

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BLDG. 27, SEC. 10

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NORTH

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%%UDEMOLITION PLAN - H.C. & VEHICLE RAMPS SITE PLAN

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%%UCONSTRUCTION NOTES

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WALLS. SEE PLAN A THIS SHEET.

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HAUL DECONSTRUCTION MATERIALS/ DEBRIS OFF CENTER

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CONSTRUCTION OF NEW CONCRETE VEHICLE RAMP,

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SEE SHEETS 3 AND 4 OF 6

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INSTALLATION OF HWY GUARDRAIL SYSTEMS,

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SEE DETAILS ON SHEET 3 OF 6

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NORTH

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%%UNEW WORK - H.C. & VEHICLE RAMPS SITE PLAN

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PRECAST CONCRETE STEPS AND RAILING TO REMAIM

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EXCAVATE ASPHALT, GRAVEL, AND COMMON

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FOOTINGS AND WALLS, SEE PROPOSED H.C. RAMP

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FOR VEHICLE RAMP FOOTINGS AND

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EXCAVATE ASPHALT, GRAVEL, AND COMMON EARTH

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EARTH TO INSTALL H.C. RAMP

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CONSTRUCTION OF NEW CONCRETE H.C. RAMP,

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SEE SHEETS 5 OF 6

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SCALE: 3/32" = 1'-0"

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SCALE: 3/32" = 1'-0"

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SCALE: 1/8" = 1'-0"

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NORTH

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INSTALLATION OF H.C. RAMP RAILING SYSTEM,

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SEE SHEETS 6 OF 6

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INSTALL BOLLARDS. SEE DETAIL C/3 ON

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SHEET 3 OF 6

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NORTH

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NORTH

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SCALE: 1/8" = 1'-0"

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SCALE: 1/8" = 1'-0"

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CONTRACTOR TO VERIFY IF CONCRETE BLOCK IS REQUIRED TO COVER

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ON TOP OF U.G. STORM DRAIN TO SUPPORT FOR VEHICLE RAMP FOOTING.

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REVISED SHEET 2 OF 6

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SEE DETAIL 10/3/4 ON SHEET 4.

AND STEPS PLAN ON SHT. 5 OF 6.

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STND. HWY. GUARD- RAIL GALV.

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W6X9 SPACER

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PLAN - CONCRETE LOADING RAMP

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NORTH

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ELEVATION

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SECTION AT C RAMP

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SLOPE 1:12

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W6X9 POST @ 5'-0" O.C. BOLT TO CONC. WALL (TYP. BOTH SIDES)

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GALV. HWY. GUARD RAIL

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W6X9 SPACER

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SCORE JOINTS (TYP.)

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PIPE GUARD SEE DETAIL C, THIS SHEET (TYP.)

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(2) 3/4" x 6"A307 BOLTS

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(2) 3/4" x 6"A307 BOLTS

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CONC. WALL

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W6X9 POST @ 6'-0" O.C. BOLT TO CONC. WALL

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W6X9 SPACER

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W6X9 POST @ 6'-0" O.C. BOLT TO CONC. WALL

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6" GRANULAR FILL

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RAMP

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STND. HWY. GUARD- RAIL GALV. & PAINTED

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EXTERIOR FACE OF DOCK WALL. SEE CONS. NOTE 8 (TYP. (2) SIDES)

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ASPHALT PAVEMENT GRADE

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DETAIL - PIPE GUARD

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NTS

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SCALE: 3/16"=1'-0"

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SCALE: 3/16"=1'-0"

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SCALE: 3/16"=1'-0"

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%%UCONSTRUCTION NOTES

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PROVIDE HORIZONTAL AND VERTICAL EXPANSION JOINTS @ 12'-0" C/C IN LOCATIONS

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PROVIDE VERTICAL CONTRACTION JOINTS IN CONC. RAMP WALLS EVERY 4'-0" IN

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PROVIDE HORIZONTAL CONTRACTION JOINTS IN CONC. RAMP SURFACE EVERY 4'-0"

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DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWING SHALL BE FIELD VERIFIED.

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THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE EXTENT OF THE WORK

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LOCATIONS AS SHOWN - REF ELEVATION DETAIL

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AS SHOWN - REF. PLAN AND ELEVATION DETAILS

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-REF. PLAN DETAIL

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WITH EXISTING UTILITIES.

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LOCATION OF EXISTING UTILITIES ARE NOT SHOWN ON THE DRAWING. IT SHALL BE

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REMAIN ON SURFACE.

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MAINTAIN POSITIVE SLOPE SO THAT SURFACE RUNOFF WILL NOT

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6" THK.CONC.

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7. THE CONTRACTOR SHALL INSTALL 0.25 PSF ALUMINUM OXIDE BLENDED WITH PORTLAND CEMENT

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AND SHALL BE EMBEDDED BY FLOATING. PERFORM SECOND FLOATING IMMEDIATELY FOLLOWING

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THE FIRST. THEN COMPLETE THE OPERATION WITH A TROWELED (SLIP-RESISTANT) FINISH.

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8. THE EXTERIOR FACE OF RAMP WALLS: CONCRETE SHALL BE RUBBED WITH GROUT FOR

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SMOOTH FINISHED WALL (TYP. (2) SIDES).

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PIPE GUARD SEE DETAIL C, THIS SHEET (TYP.)

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ROUND CONC.

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TOP

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FILLED W/CONCRETE

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CONCRETE

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FOUNDATION

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NOTE:

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FINISHED ASPHALT

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PAVEMENT GRADE

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BITUMINOUS JOINT

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FILLER (CONC.

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PAVEMENT ONLY)

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& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.

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STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.)

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8"%%C STEEL PIPE

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4,000 PSI

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NONSLIP RAMP

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SURFACE, SEE CONS. NOTE 7.

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ODOT ITEM 304

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EXPANSION JOINT (TYP. UNO)

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TYP.

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TYP.

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TYP.

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CONTRACTION JOINT (TYP. UNO)

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TOP OF CONCRETE DOCK

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PIPE GUARD SEE DETAIL C, THIS SHEET (TYP.)

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PLAN - PIPE GUARD

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EXIST. U.G. 12" STORM U.G. 12" STORMDRAIN PIPE

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EXIST. U.G. 6" U.G. 6"

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DOWNSPOUT DRAIN PIPE

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RAMP

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CONCRETE VEHICLE RAMP

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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 OFFICE

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CHIEF, DS-FCIE

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FACILITIES ENGINEER

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GARY JOHNSON

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15 MAR 16

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PROJECT NO.

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CSC-16740

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INSTALL H.C. AND VEHICLE RAMPS TO DOCK

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PROJECT ENGINEER

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M. RUSTAM ALI

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DS-FCS (PUBLIC SAFETY)

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DS-FCE (SAFETY)

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CUSTOMER

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ENGINEERING TECHNICIAN

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BLDG. 27, SEC. 10

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PLAN, ELEVATION AND DETAILS

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REVISED SHEET 3 OF 6

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M.R.A.

%%USECTION- CONJUNTION WITH RAMP

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%%UCONTRACTION JT.

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%%USECT.- CONCRETE RAMP

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#5 BARS AT 12"

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#4 BARS AT 12" EW

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EXPANSION JOINT MATERIAL

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EXPANSION JOINT MATERIAL

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AND BOND BREAKER @ WALL

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%%USECTION - HORZ. EXPANSION JT.

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AGENT AT ONE END

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DWL W/NONBONDING

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AT 30" O.C.- COAT

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AT 30" O.C.- COAT

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DWL W/NONBONDING

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AGENT AT ONE END

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AND BOND BREAKER

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AND BOND BREAKER

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EXPANSION JOINT MATERIAL

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%%USECTION - VERT. EXPANSION JT.

AutoCAD SHX Text #5 DWLS x 2'-6" AT 30" 0.C.-

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AGENT AT ONE END

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COAT DWL W/ NONBONDING

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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NO SCALE

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COMPACTED LIMESTONE GRAVEL

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FILL (TYP)

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#5 BARS AT 12" EW, EF

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#5 REBARS @ 12" C/C

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CONCRETE WALL

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4,000 PSI 8"" WIDE

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CONCRETE SLAB

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4,000 PSI 8" THK.

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%%UFOOTING CONSTRUCTION

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NO SCALE

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2" DIA. WEEPHOLE AT 10'-0"

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O.C. W/1 CU. FT. OF

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CHRUSHED STONE OR

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GRAVEL, IN FILTER FABRIC,

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AT EACH WEEPHOLE INTAKE

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FILL

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ASPHALT

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EXPANSION JOINT-SIM.

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TO DETAIL 6/4

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#4 BARS AT 12" EW

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COMPACTED GRAVEL FILL

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TOP OF GRADE

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NEW DOWEL

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#5 REBARS @ 12" C/C

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%%UDETAIL .- RAMP WALL

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%%USECT. - RAMP WALL AND

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MIN.

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IMPORTANT: CURB ANGLES NELSON

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STUDS 1/2" DIA. 6" LONG LOCATED

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AS SHOWN

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%%UDETAILS - ANCHOR LAYOUT

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%%UFOR CURB ANGLES

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1. CONCRETE BEHIND PIT STEEL SHALL BE WELL VIBRATED.

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2. REAR PIT WALL SHALL BE SQUARE WITH RAMP FLOOR.

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3. ALL CURB ANGLE JOINTS TO BE WELDED SECURELY.

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4. 1/2" PITCH TOWARD FRONT OF PIT FOR DRAINAGE.

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5. 8" RECOMMENDED MIN. THICKNESS FOR PIT WALLS,

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%%UCONSTRUCTION NOTES

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PIT FLOOR AND RAMP FACE.

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6. ALL STEEL ANGLES TO BE RUST PREVENTION PAINTED

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FLAT BLACK OR APPROVED EQUAL.

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ASPHALT TO MATCH

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APPLY NEW

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INSTALL 4" ODOT ITEM 304

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LIMESTONE GRAVEL

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ODOT ITEM 304

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%%UAT WALL CONSTRUCTION

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%%UAT SLAB CONSTRUCTION

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%%USECTION - HORZ. EXPANSION JT.

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%%USECTION - FLOOR SLAB

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%%UDETAIL

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FOAM BACKER ROD

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GROOVE

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DUMMY

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SAWCUT

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CONCRETE SLAB

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AT BOTTOM OF

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WATERSTOP

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INDUCED

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30" LONG, 30" O.C. #4 REBAR

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DOWELS THROUGH JOINT

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7. DOWELS THROUGH JOINT OF FLOOR SLAB SHALL BE

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COATED ONE SIDE TO PREVENT BOND #4 REINFORCING

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BARS, 30" LONG, 30" O.C.

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SEE CONSTRUCTION NOTE #7 (TYP.)

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AT CONTROL JTS. IN EA. LAYER

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INTERRUPT REINFORCING BARS

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(TYP.)

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%%UAT WALL CONSTRUCTION

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(TYP.)

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%%UCONTRACTION JT.

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NO SCALE

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%%USECTION - WALL

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%%UDETAIL

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3/4" DEEP

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APPROVED JOINT SEALANT

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PRE-FORM JOINT

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WATERSTOP

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AT CONTROL JTS., SEE

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REINFORCING BARS

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CRACK

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INDUCED

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CRACK

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REINFORCING BARS

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PRE-FORM JOINT

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8. INTERRUPT HORIZONTAL REINFORCING BARS AT CONTROL

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JOINTS, EXCEPT FOR THE TOP 2-#4 BARS, WHICH CONTINUE

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THROUGH JOINTS.

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CONSTRUCTION NOTE #8

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INTERRUPT HORIZONTAL

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(TYP,)

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(TYP,)

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AT MIDPOINT

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OF WALL

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JOINTING TO

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MATCH FLOOR

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JOINT LOCATIONS

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APPROVED JOINT SEALANT

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APPROVED JOINT SEALANT

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APPROVED JOINT SEALANT

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APPROVED JOINT SEALANT

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SLOPE = 1:12

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%%USECTION- RAMP ELEVATION VIEW

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NO SCALE

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EXIST. DOCK

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SURFACE

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RAMP SURFACE

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EXIST. O.H DOOR

AutoCAD SHX Text #027S-E-038

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EXIST. ASPHALT

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PAVEMENT GRADE

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2" DIA. WEEPHOLE AT 10'-0"

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O.C. W/1 CU. FT. OF

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CHRUSHED STONE OR

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GRAVEL, IN FILTER FABRIC,

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AT EACH WEEPHOLE INTAKE

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NEW DOWEL

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#5 REBARS @ 12" C/C

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BACKFILL COMMON EARTH

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#5 REBARS @ 6" C/C

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REF.

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COMPACTED GRANULAR FILL

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#4 BARS AT 12" EW, EF

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#4 BARS AT 12" EW

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CONCRETE SLAB

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4,000 PSI 8" THK.

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CONCRETE WALL

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4,000 PSI 8" WIDE

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GRADE

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PAVEMENT

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ODOT ITEM 304 LIMESTONE GRAVEL

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6" COMPACTED GRANULAR FILL

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ODOT ITEM 304 LIMESTONE GRAVEL

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SLOPE 1:12 TO END OF RAMP

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ASPHALT

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SURFACE

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EXIST. DOCK

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WALL

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DOCK

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EXIST.

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COMPACTED GRANULAR FILL

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#4 BARS AT 12" EW, EF

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CONCRETE WALL

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4,000 PSI 8" WIDE

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PAVEMENT GRADE

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ODOT ITEM 304 LIMESTONE GRAVEL

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6" COMPACTED GRANULAR FILL

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ODOT ITEM 304 LIMESTONE GRAVEL

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SURFACE

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EXIST. DOCK

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WALL

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DOCK

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EXIST.

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EXIST. ASPHALT

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SAWCUT

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NEW ASPHALT FILLING

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#4 BARS AT 12" EW

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CONCRETE SLAB FLUSH WITH

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4,000 PSI 8" THK.

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EXIST. DOCK SURFACE

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%%UAND DOCK CONSTRUCTION

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%%USTORM DRAIN PIPE BLOCK

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EXIST. 12"%%C STORM

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DRAIN PIPE

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CONCRETE BLOCK

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4,000 PSI 8" THK.

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EXISTING AFTER

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CONSTRUCTION

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WORK COMPLETE

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TOP OF EXIST.

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ASPHALT

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PAVEMENT

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EXIST. 6"%%C STORM

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DRAIN PIPE

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CONCRETE VEHICLE RAMP

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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 OFFICE

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CHIEF, DS-FCIE

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FACILITIES ENGINEER

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GARY JOHNSON

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15 MAR 16

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PROJECT NO.

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CSC-16740

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INSTALL H.C. AND VEHICLE RAMPS TO DOCK

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PROJECT ENGINEER

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M. RUSTAM ALI

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DS-FCS (PUBLIC SAFETY)

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DS-FCE (SAFETY)

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CUSTOMER

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ENGINEERING TECHNICIAN

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BLDG. 27, SEC. 10

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PLAN, ELEVATION AND DETAILS

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REVISED SHEET 4 OF 6

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M.R.A.

SLOPE

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SLOPE

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LANDING

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LANDING

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ASPHALT

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PAVEMENT

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CONCRETE

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PAVEMENT

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DOCK

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EXIST. FACE

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OF DOCK WALL

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METAL RAILING

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(TYP.)

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TYP.

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LIMIT OF

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EXCAVATION LINE

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LANDING

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LANDING

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LIMIT OF EXCAVATION

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TOP OF GRADE

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TOP OF LANDING

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TOP OF LANDING

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LIMIT OF EXCAVATION

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EXIST. DOCK WALL

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TOP OF ASPHALT GRADE

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TOP OF LANDING

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TOP OF LANDING

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EDGE

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BEAM

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GRADE

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NEW VEHICLE DOCK SURFACE SHALL

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FLUSH TO EXISTING BLDG. DOCK SURFACE

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TYP.

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TOP OF CURB

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TOP OF CURB

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NEW VEHICLE DOCK

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FLUSHED WITH

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EXIST. ASPHALT

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GRADE

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6" THICK, 4,000 PSI CONCRETE SLAB

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REINFORCED WITH 4-#4 CONT.

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MAX SPACING 12" EW AND BROOM

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FINISH (TYP)

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SLOPE

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#4 @ 12" OC EACH WAY

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(TYPICAL)

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COMPACTED FILL

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UNDISTURBED SOIL

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KEYWAY TYPICAL AT

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ADJOINING SLAB AND

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RETAINING WALL

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4 #4 @ 6" C/C EACH WAY

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(TYPICAL FOR

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GRAVEL, COMMON EARTH

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DISTURBED BY CONSTRUCTION

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WITH SELECT FILL AND 4"

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NEW ASPHALT AFTER CONSTRUCTION

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COMPLETE

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1 1/2" %%C STL RAILING

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(TYPICAL)

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(TYP)

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(TYP)

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8" GRAVEL BASE

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TOP OF LANDING

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TOP OF LANDING

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SLOPE

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SLOPE

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WALL

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BUILDING

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#4 REBAR @

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EACH WAY

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(TYP)

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12" THK

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INTERIOR RAMP

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WALL

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EXIST. DOCK WALL

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EXIST. DOCK

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EXTERIOR RAMP WALLS)

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EXCAVATE AND REMOVE ASPHALT,

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SURFACE TO BE

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EXISTING DOCK

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SURFACE

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SURFACE

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NEW ASPHALT

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FILL

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TOP OF

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BACKFILL COMMON

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EARTH

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%%UCONTRACTION JT.

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EXPANSION JOINT MATERIAL

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EXPANSION JOINT MATERIAL

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AND BOND BREAKER @ WALL

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%%USECTION - HORZ. EXPANSION JT.

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AGENT AT ONE END

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DWL W/NONBONDING

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AT 30" O.C.- COAT

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AT 30" O.C.- COAT

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DWL W/NONBONDING

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AGENT AT ONE END

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AND BOND BREAKER

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AND BOND BREAKER

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EXPANSION JOINT MATERIAL

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%%USECTION - VERT. EXPANSION JT.

AutoCAD SHX Text #5 DWLS x 2'-6" AT 30" 0.C.-

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AGENT AT ONE END

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COAT DWL W/ NONBONDING

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NO SCALE

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NO SCALE

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NO SCALE

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%%UAT WALL CONSTRUCTION

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%%UAT SLAB CONSTRUCTION

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%%USECTION - HORZ. EXPANSION JT.

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%%USECTION - FLOOR SLAB

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%%UDETAIL

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FOAM BACKER ROD

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GROOVE

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DUMMY

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SAWCUT

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CONCRETE SLAB

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AT BOTTOM OF

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WATERSTOP

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INDUCED

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30" LONG, 30" O.C. #4 REBAR

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DOWELS THROUGH JOINT

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SEE CONSTRUCTION NOTE #7 (TYP.)

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AT CONTROL JTS. IN EA. LAYER

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INTERRUPT REINFORCING BARS

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(TYP.)

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%%UAT WALL CONSTRUCTION

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(TYP.)

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%%UCONTRACTION JT.

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NO SCALE

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%%USECTION - WALL

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%%UDETAIL

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3/4" DEEP

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APPROVED JOINT SEALANT

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PRE-FORM JOINT

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WATERSTOP

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AT CONTROL JTS., SEE

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REINFORCING BARS

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CRACK

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INDUCED

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CRACK

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REINFORCING BARS

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PRE-FORM JOINT

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CONSTRUCTION NOTE #8

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INTERRUPT HORIZONTAL

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(TYP,)

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(TYP,)

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AT MIDPOINT

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OF WALL

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JOINTING TO

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MATCH FLOOR

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JOINT LOCATIONS

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APPROVED JOINT SEALANT

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APPROVED JOINT SEALANT

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APPROVED JOINT SEALANT

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APPROVED JOINT SEALANT

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PLAN AND ELEVATIONS

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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 OFFICE

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CHIEF, DS-FCIE

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FACILITIES ENGINEER

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GARY JOHNSON

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15 MAR 16

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PROJECT NO.

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CSC-16740

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INSTALL H.C. AND VEHICLE RAMPS TO DOCK

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PROJECT ENGINEER

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M. RUSTAM ALI

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DS-FCS (PUBLIC SAFETY)

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DS-FCE (SAFETY)

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CUSTOMER

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ENGINEERING TECHNICIAN

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BLDG. 27, SEC. 10

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CONCRETE H.C. RAMP

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NORTH

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%%UPROPOSED NEW HANDICAP

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%%URAMP AND STEPS PLAN

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1 CONSTRUCT NEW PERMANENT HANDICAP CONCRETE RAMP

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CODED NOTES:

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2 CONSTRUCT NEW CONCRETE PEDESTRIAN STEPS,

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SEE DETAILS ON SHT. 6 OF 6.

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SEE PLAN ON SHT. 6 OF 6.

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%%USECTION - SOUTH ELEVATION

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%%USECTION - EAST ELEVATION

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

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

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%%USECTION THROUGH H.C. RAMP AND COLUMN LINES

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SCALE - 1/2" = 1'-0"

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NOTE: ALL REBARS SHALL BE #4 REBARS

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LANDING

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LANDING

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TOP OF ASPHALT GRADE

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TOP OF LANDING

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TOP OF LANDING

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WT. PIPE (TYP.)

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1 1/2" DIA. STD.

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TYP.

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AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-3"

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SET POST W/NON-SHRINK

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CEMENTITIOUS GROUT INTO

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SLEEVE OR DRILLED HOLE

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PIPE POST

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34" (OR TO MATCH EXIST.)

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TOP OF ASPHALT GRADE

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TOP OF LANDING

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TOP OF…

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File details come from the government source that posted it. Updated Nov 14, 2017.