5-429_-_CSC-19723_-_SHT_13_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_13.pdf

DLA ENTERPRISE SUPPORT

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D E F E N S E

A G E N C Y

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PRE MOLDED EXPANSION JOINT FILLER

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SELF LEVELING JOINT SEALANT

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TOOLED EDGES 3/8"-1/2" RADIUS

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2-1/2" MIN.

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3/8"-1/2" RADIUS

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APPLY LUBRICATE OIL THIS END

AutoCAD SHX Text JOINT NOTES: 1. CONTRACTION JOINTS SHALL BE MIN 2-1/2" DEEP AND 3/8" WIDE AT 20' C/C. 2. 3/4" EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT MIDDLE OF SLAB.

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APPLY SEALANT MATERIAL

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INSTALL EXPANSION CAP

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INSTALL 30" LONG, NO. 5 REBAR DOWEL @ 40' O.C.

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#5 REBAR @ 6" O.C.

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EACH WAY

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SECTION - EXISTING CONDITION OF DRMO STORAGE LOT

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-19723

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M & R TO PAVEMENT, FY19

AutoCAD SHX Text 5-429

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER, DM-FCI

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DM-FCS (PUBLIC SAFETY)

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DM-FCE (ENVIRONMENTAL)

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CHIEF, DM-FCIE

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18 MAR 19

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DM-FCIE

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DM-FCIE

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RE-STABILIZE DRMO STORAGE YARD

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6. INSTALL 8" ODOT 304 CRUSHED LIMESTONE BASE COURSE GRAVEL AND COMPACT 95%.

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"B" STREET

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"C" STREET

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PLAN - DRMO STORAGE LOT

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4 ACRES

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PP

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EXISTING FENCELINE

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DRMO STORAGE AREA

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ENTRANCE

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EXIT

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20' SLIDING GATE

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TRUCK

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20' SLIDING GATE

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20' SLIDING GATE

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20' SLIDING GATE

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EXISTING FENCELINE

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CALL

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BOX

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9TH BLVD.

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BUILDING 43

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PARKING AREA

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SCALE - 1" = 40'-0"

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LEGEND;

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(POWER DISTIBUTION POLE)

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PDP

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R. V. STORAGE AREA

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RELOCATED TRAILER

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REQUIRES POWER AND LAN LINE

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AND PHONE.

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CONSTRUCT CONCRETE

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GATE. SEE PLAN - C

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APPROXIMATELY;

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APRON FOR TRUCK EXIT

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DIRECTION GATE OPENS AND

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SIDE OF THE FENCE IT'S ON

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(TYPICAL)

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SCOPE OF WORK AT GATE APRON AREAS:

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EQUIPMENT, VEHICLES, ETC. FROM PHASE 1 STORAGE AREA AND

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5. REMOVE 8" EXISTING GRAVEL AND EXCAVATE 8" EARTH AS SHOWN IN DETAIL E/13.

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AREA FOR NEW GRAVEL

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ENTER / EXIT

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AREA FOR NEW CONCRETE APRON

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THIS SHEET

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CONSTRUCT CONCRETE APRON

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SEE PLAN - B

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FOR TRUCK ENTRANCE GATE

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THIS SHEET

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CONSTRUCT CONCRETE APRON

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SEE PLAN - A THIS SHEET

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FOR TRUCK ENTRANCE/EXIT GATE

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2. AFTER PHASE 1 NEW GRAVEL INSTALLATION WORK COMPLETE, DRMO IS TO REMOVE ALL

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3. AFTER PHASE 2 NEW GRAVEL INSTALLATION WORK COMPLETE, RELOCATE ALL ITEMS BACK ONTO THE

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ORIGINAL LOCATIONS.

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SECTION - NEW WORK CONCRETE APRON ELEVATION

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%%UPLAN - A

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%%UPLAN - B

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ESTIMATED WORK AREA = 48 S.Y.

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CONSTRUCT CONCRETE APRON

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SEE PLAN - D THIS SHEET

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FOR TRUCK SLIDING GATE

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%%UPLAN - C

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%%UPLAN - D

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8" THICK, 5,000 PSI

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CONCRETE SLAB

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#5 REBAR @ 6" O.C.

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EACH WAY

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PREPARE EXISTING

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SUBGRADE AFTER

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EXCAVATION

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8" ODOT ITEM #304

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CRUSHED LIMESTONE

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GRAVEL COMPACTED, 8"

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LIFT THICKNESS

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NORTH

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LIMITS

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EXCAVATION

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SCOPE OF WORK AT DRMO STORAGE LOT SCHEDULE INTO TWO PHASES:

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1. FOR PHASE 1 WORK AREA, DRMO IS TO REMOVE ALLFOR PHASE 1 WORK AREA, DRMO IS TO REMOVE ALL

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TEMPORARY STORE ONTO THE PHASE 2 STORAGE AREA.

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EQUIPMENT, VEHICLES, ETC. FROM PHASE 2 STORAGE AREA AND

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TEMPORARY STORE ONTO THE PHASE 1 STORAGE AREA.

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ESTIMATED WORK AREA = 18,226 S.Y.

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%%USECTION - TRANSVERSE CONTRACTION

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%%USECTION - LONGITUDINAL JOINT

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%%UJOINT

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AND DETAILS

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ESTIMATED WORK AREA = 108 S.Y.

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ESTIMATED WORK AREA = 347 S.Y.

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ESTIMATED WORK AREA = 13 S.Y.

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R. V. STORAGE AREA

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R. V. STORAGE AREA

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EXISTING BOLLARD TO REMAIN

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(TYP. 4 LOCATIONS)

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EXISTING BOLLARD TO REMAIN

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(TYP. 4 LOCATIONS)

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EXISTING BOLLARD TO REMAIN

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(TYP. 4 LOCATIONS)

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EXISTING BOLLARD TO REMAIN

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(TYP. 4 LOCATIONS)

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EXISTING BOLLARD TO REMAIN

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(TYP. 4 LOCATIONS)

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ADDED NOTE

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REMOVE EXISTING

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8" GRAVEL

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COMPACT SUBBASE 95%%%

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TOP OF EXISTING

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GRADE

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TOP OF EXISTING

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GRADE

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INSTALL NEW

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ODOT 304 8"

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LIMESTONE GRAVEL

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REMOVE

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4. REMOVE EXISTING 8" GRAVEL AND INSTALL NEW 8" ODOT 304 CRUSHED LIMESTONE GRAVEL ON COMPACTED 95%

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PHASE ONE WORK AREA

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PHASE ONE WORK AREA

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7. INSTALL 8" THICK, 5,000 PSI CONCRETE INTO THE COMPACTED LIMESTONE BASE COURSE.

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SUBBASE AT DRMO STORAGE LOT EXCEPT FOR GATE APRON AREAS.

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NOTES: EXISTING (4) BOLLARDS AT THE (4) EXISTING GATES TO REMAIN.

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COMPACT GRAVEL BASE 95%%%

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EXISTING (4) GATES TO REMAIN.

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REVISED AND ADDED NOTES AND DETAIL H.

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AND COMPACT 95%%%

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REVISED DIMENSION NOTES

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