3-1692_-_SHT_8_OF_16_-19719_-__M_&_R_TO_BLDG.20__sht_1_to_8-SHT_8.pdf

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EXISTING PAVERS

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AND INSTALL

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NEW CONCRETE

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PAVEMENT

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%%UBUILDING 20

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POD B

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POD A

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POD C

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REMOVE

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EXISTING PAVERS

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AND INSTALL

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NEW CONCRETE

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PAVEMENT

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REMOVE

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EXISTING PAVERS

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AND INSTALL

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NEW CONCRETE

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PAVEMENT

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REMOVE

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EXISTING PAVERS

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AND INSTALL

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NEW CONCRETE

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PAVEMENT

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REMOVE

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4,206.42 SQ. FT.

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3,231.41 SQ. FT.

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2,656.23 SQ. FT.

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576.61 SQ. FT.

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INSTALL 8" COMPACTED AASHTO M43 #57 GRAVEL BASE (98% COMPACTION)

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COMPACTED SUBGRADE (98% COMPACTION)

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SLOPE TOWARD DRAIN INLET

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CONTRACTION JOINT

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EXPANSION JOINT

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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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1-1/2" MIN.

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EXISTING WALL OR BARRIER (WHERE OCCURS)

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1/2" R. TOOLED EDGE

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PREMOLDED JOINT FILLER

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CONCRETE PAVEMENT

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EXISTING CURB (WHERE OCCURS)

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3/8" BACKER ROD

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REPLACE SELF-LEVELING JOINT COMPOUND OVER BACKER ROD

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REPLACE SELF-LEVELING JOINT COMPOUND OVER BACKER ROD

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REPLACE PREMOLDED JOINT FILLER MATERIAL

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ADJACENT CONCRETE (WHERE OCCURS) TO REMAIN AT ALL LOCATIONS

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REMOVE 8" COMPACTED AGGREGATE BASE ODOT ITEM NO. 304 (98% COMPACTION)

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12" COMPACTED SUBGRADE 98% MAX. DENSITY

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REMOVE EXIST. GRANITE PAVERS

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REMOVE EXIST. SAND SETTING BED

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%%UDEMOLITION WORK - PAVER SIDEWALK

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EXISTING CONDITIONS

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ALL PAVER LOCATIONS

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1. NEW CONCRETE SHALL BE 6" THICK, 4000 PSI @ 28 DAY COMPRESSION STRENGTH NEW CONCRETE SHALL BE 6" THICK, 4000 PSI @ 28 DAY COMPRESSION STRENGTH W /6X6-1.4X1.4 WWF 2. CONTRACTION JOINTS SHALL BE 1-1/2" DEEP AND " WIDE. CONTRACTION JOINTS SHALL BE 1-1/2" DEEP AND " WIDE. 18" WIDE. 3. USE "EXPANSION MATERIAL WHERE CONCRETE SIDEWALKS ABUT EXISTING USE "EXPANSION MATERIAL WHERE CONCRETE SIDEWALKS ABUT EXISTING 38"EXPANSION MATERIAL WHERE CONCRETE SIDEWALKS ABUT EXISTING CONCRETE. ALL CONSTRUCTION OF THE NEW EXPANSION JOINTS SHALL BE 15'x15'. 4. CONCRETE FINISHING SHALL BE SANDY TEXTURED BROOM FINISH WITH 4" WIDE CONCRETE FINISHING SHALL BE SANDY TEXTURED BROOM FINISH WITH 4" WIDE SMOOTH TROWLED EDGE PERIMETER.

AutoCAD SHX Text NOTES: 1. ALL PAVERS WILL REMAIN PROPERTY OF THE GOVERNMENT. ALL PAVERS WILL REMAIN PROPERTY OF THE GOVERNMENT. 2. ALL PAVERS THAT ARE PART OF THE DEMOLITION FOR THIS PROJECT SHALL BE ALL PAVERS THAT ARE PART OF THE DEMOLITION FOR THIS PROJECT SHALL BE STACKED ON WEATHER-RESISTANT PALLETS SUITIBLE FOR OUTDOOR STORAGE OF PAVERS. 3. PAVERS SHALL BE DELIVERED TO A DESIGNATED PAVER STORAGE AREA LOCATED PAVERS SHALL BE DELIVERED TO A DESIGNATED PAVER STORAGE AREA LOCATED BEHIND DSCC BLDG 308.

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NEW 6" THK, 4,000 PSI CONCRETE

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AutoCAD SHX Text JOINT NOTES: 1. CONTRACTION JOINTS SHALL BE MIN 1-1/2" DEEP AND 1/8"-1/4" WIDE. 2. 3/8" EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT ALL SIDEWALK PERIMETER EDGES WHERE CONCRETE MEETS WALLS, BARRIERS, CURBING, AND GRANITE PAVERS.

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5. NEW CONCRETE SHALL BE GRADED FOR DRAINAGE SO AS TO PREVENT LOW POINTS IN SIDEWALK AND AVOID POOLING ON SURFACE.

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CONCRETE PAVEMENT

AutoCAD SHX Text NOTE: 1. REMOVE ALL DAMAGED OR BROKEN JOINT SEALANT ENTIRELY AROUND THE BUILDING. REMOVE ALL DAMAGED OR BROKEN JOINT SEALANT ENTIRELY AROUND THE BUILDING. A) REMOVE SEALANT OR JOINT FILLER, CLEAN JOINT AND REAPPLY NEW SEALANT.

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%%UEXPANSION JOINT

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EXISTING CONDITIONS

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ALL PAVEMENT LOCATIONS

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%%UNEW WORK - CONCRETE SIDEWALK

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EXISTING CONCRETE TO REMAIN

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AT ALL CONCRETE PAVEMENT LOCATIONS

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NEW MOLDED EXPANSION JOINT FILLER

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INSTALL WELDED WIRE FIBRIC 6X6-W1.4XW1.4X 58#/CSF

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DLA ENTERPRISE SUPPORT

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DRAWN BY:

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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-19719

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M & R TO BLDG. 20, FY19

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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30 APR 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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AutoCAD SHX Text B) ASTM D 226, TYPE I. CAULKING, SEALANTS AND SEALING COMPOUNDS - CAULKING SEALANTS AND SEALING COMPOUNDS SHALL BE PROVIDED IN JOINTS AS MANUFACTURER RECOMMENDATION.

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PLAN AND DETAILS

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%%UBUILDING 20

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%%UHARDSCAPE PLAN

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%%USCOPE OF WORK

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REPLACE DAMAGED EXTERIOR PAVERS

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%%USCOPE OF WORK

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GENERAL REVISION

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AutoCAD SHX Text 8-19-19

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