5-429_-_CSC-19723_-_SHT_2_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_2.pdf
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- Project: CSC-19723 M&R Pavement
- Solicitation number
- SP4702-19-R-0013
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Bldg 48
VENT
VENT
DLA ENTERPRISE SUPPORT
L
O
G
I S
T
I
C
S
D E F E N S E A
G E N C Y
3. CONTRACTOR SHALL PROVIDE UNIT PRICES FOR THE FULL DEPTH PATCHING OF ASPHALT
PAVEMENT FOR THE FOLLOWING QUANTITIES FOR THIS PROJECT:
PAVEMENT PREPARATION INCLUDES SAWCUT, REMOVE & REPLACE PAVEMENT STRUCTURES (8” ODOT
304 GRAVEL BASE COURSE, ODOT 441 4” THICK BINDER AND 2” THICK WEARING COURSES)
TOTAL FULL DEPTH PATCHING AREA FOR THIS PROJECT IS 15,000 S.Y. SHALL BE CONSIDERED FOR THE BIDDING PURPOSE ONLY. ACTUAL QUANTITIES SHALL BE DETERMINED ON SITE DURING CONSTRUCTION.
(SEE DETAIL M/18 FOR ASPHALT PATCHING WORK.)
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MARYLAND AVENUE
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TENNIS
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DOCK
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POTH ROAD
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OPEN PARKING
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OPEN PARKING
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PLANTER
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PLANTER
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PLANTER
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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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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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MAIN GATE
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ROOSEVELT
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LANE GATE
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TEE #7,#16
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TEE #3
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HOLE #5 EXISTING
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TEE #1
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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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ACCESS ROAD
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CENTER
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DEFENSE LOGISTICS AGENCY
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DEFENSE SUPPLY CENTER COLUMBUS
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COLUMBUS, OHIO 43218-3990
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FACILITIES ENGINEERING OFFICE
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BUILDING 308
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INSTALLATION MANAGEMENT DIVISION
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PROJECT
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CSC-19723
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M & R TO PAVEMENT, FY19
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GARY JOHNSON
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M. RUSTAM ALI
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DM-FCO (SAFETY)
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FACILITIES ENGINEER, DM-FCI
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DM-FCS (PUBLIC SAFETY)
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DM-FCE (ENVIRONMENTAL)
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CHIEF, DM-FCIE
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18 MAR 19
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DM-FCIE
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DM-FCIE
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KEY SITE PLAN
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%%UKEY SITE PLAN -
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NORTH
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ADDED ASHPALT PATCHING NOTES
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DRIVEWAY
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AND VICINITY
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MILL, OVERLAY, AND
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NEW PAVEMENT MARKINGS
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PARKING LOT
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BLDG. 20S
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PAVEMENT MARKINGS
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BLDG. 21 PARKING LOT, 14TH, AND 15TH BOULEVARDS
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BLDG. 22E
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JACKSON ROAD
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SHEET 3 OF 20
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AND VICINITY
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BLDG 507 MILL & OVERLAY, DRAINAGE REPAIR, AND PAVEMENT MARKINGS SHEET 4 OF 20
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PAVEMENT REPAIR AREA BY SLURRY SEAL. SEE SHEETS INDICATED IN THE BOX.
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LEGEND:
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MILL AND OVERLAY AREA. SEE SHEETS INDICATED IN THE BOX.
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%%UNOTES FOR CRACK REPAIRS AND ASPHALT PATCHING
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1. APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE II, 18# AGG./SY,
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%%UNOTES FOR SLURRY SEAL APPLICATION
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(1) COAT FOR ALL PARKING LOTS.
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2. APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE III, 22# AGG./SY,
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(1) COAT FOR ALL ROADS.
AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE APPROVED BY THE CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE APPROVED BY THE CONTRACTING OFFICE PRIOR TO PRE-CONSTRUCTION MEETING. 2. CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING. THE MOT PLAN SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE CONSTRUCTION. 3. MEETINGS SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE MEETINGS SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE CONTRACTING OFFICER AND FACILITY ENGINEER TO COORDINATE THE ROAD CLOSURES, WORK AREAS, ETC AND DETAIL CONSTRUCTION SCHEDULES AS SPECIFIED. 4. THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE CLOSING OF ANY PORTION OF ROADWAY OR PARKING LOT. 5. WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND ROADWAYS, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES (SIGNS, BARRICADES, ETC.) ADEQUATE TO SEGREGATE PEDESTRIANS AND POV'S FROM CONSTRUCTION, AND ALLOW SAFE PASSAGE AROUND CONSTRUCTION AREAS.
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%%UNOTES FOR MILL AND OVERLAY PAVEMENT
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1. MILL AND OVERLAY 2" ASPHALT PAVEMENT 2. PAVEMENT MARKINGS AS REQUIRED TO THE ORIGINAL SITE LOCATIONS.
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1. FOR MARKINGS, SEE DETAILS ON SHEET 20 OF 20.
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%%UNOTES FOR PAVEMENT MARKINGS
AutoCAD SHX Text NOTES FOR CATCH BASIN AND DRAINAGE REPAIR: 1. ALL AREAS WITH MILL AND OVERLAY SHALL RECEIVE CATCH BASIN AND DRAINAGE REPAIR ALL AREAS WITH MILL AND OVERLAY SHALL RECEIVE CATCH BASIN AND DRAINAGE REPAIR AS NOTED HEREIN. 2. PAVEMENT AROUND THE EXISTING CATCH BASINS SHALL BE MILL AND OVERLAY TO CREATE PAVEMENT AROUND THE EXISTING CATCH BASINS SHALL BE MILL AND OVERLAY TO CREATE POSITIVE DRAIN TO THE CATCH BASINS. 3. PAVEMENT AROUND OTHER MANHOLES (I.E. TELECOM, SANITARY STORM, ELECTRIC DUCT, PAVEMENT AROUND OTHER MANHOLES (I.E. TELECOM, SANITARY STORM, ELECTRIC DUCT, ETC.) SHALL BE MILL AND OVERLAY TO CREATE DRAINAGE AWAY FROM THOSE MANHOLES. 4. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE IS ANY AREA WHERE THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE IS ANY AREA WHERE POSITIVE DRAINAGE REPAIR CANNOT BE ACHIEVED PRIOR TO BID. 5. CONTRACTOR SHALL INCLUDE ALL ADDITIONAL COST FOR PAVEMENT MATERIAL, LABOR, AND CONTRACTOR SHALL INCLUDE ALL ADDITIONAL COST FOR PAVEMENT MATERIAL, LABOR, AND EQUIPMENTS ASSOCIATED WITH DRAINAGE REPAIR IN THE BID AS THE UNIT COST FOR MILL AND OVERLAY. GOVERNMENT IS NOT RESPONSIBLE FOR ANY ADDITIONAL COST ASSOCIATED WITH POOR DRAINAGE REPAIR IN THE PROJECT AREA. 6. CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE PAVEMENT TO SHOW POSITIVE DRAIN AT ALL CATCH BASIN AREAS WITHIN THE PROJECT LIMIT OF MILL AND OVERLAY. 7. ALL THE UTILITIES (I.E. CATCH BASIN, MANHOLES, AND ETC.) SHOWN IN THE ASSOCIATED ALL THE UTILITIES (I.E. CATCH BASIN, MANHOLES, AND ETC.) SHOWN IN THE ASSOCIATED DRAWINGS ARE INFORMATION ONLY, AND THE LOCATIONS ARE NOT ACCURATE. CONTRACTOR NOT ACCURATE. CONTRACTOR ACCURATE. CONTRACTOR SHALL WALK THROUGH THE SITE AND LOCATE ALL UTILITIES PRIOR TO BID.
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1. THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED FOR EACH THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED FOR EACH TYPE OF CRACK REPAIR ACTUALLY PERFORMED AND SHALL NOT EXCEED THE TOTAL ESTIMATED QUANTITIES FOR CRACK REPAIRS WITHOUT APPROVAL OF THE CONTRACTING OFFICER. 2. CONTRACTOR SHALL PROVIDE UNIT PRICES OF THE CRACK REPAIRS FOR THE FOLLOWING CONTRACTOR SHALL PROVIDE UNIT PRICES OF THE CRACK REPAIRS FOR THE FOLLOWING QUANTITIES FOR THIS PROJECT: 2.1. 7,000 LF OF CRACKS (WITHOUT BACKUP MATERIAL) 7,000 LF OF CRACKS (WITHOUT BACKUP MATERIAL) 2.2. 3,000 LF OF CRACKS (WITH BACKUP MATERIAL) 3,000 LF OF CRACKS (WITH BACKUP MATERIAL) (SEE DETAIL D/18 ON SHEET 18 OF 20 FOR CRACK REPAIR DETAILS.Z)
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BLDG. 20 EAST
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NEW GRAVELED PARKING
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LOT AND DRIVEWAY
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CONSTRUCT NEW
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PARKING LOT
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SHEET 14 OF 20
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%%UDSCC ASHPALT PAVEMENT
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MILL, OVERLAY AND
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PAVEMENT MARKINGS
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TYPE II COATING
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AND PAVEMENT MARKINGS
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SHEET 13 OF 20
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NEW GRAVELED STORAGE AREA
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DRMO STORAGE AREA
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GRAVELED LOT. SEE SHEETS INDICATED IN THE BOX.
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MILL, OVERLAY, AND
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NEW PAVEMENT MARKINGS
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SHEETS 7-12 & 19 OF 20
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BLDG. 20 NORTHWEST PARKING LOT
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SLURRY SEAL
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TYPE II COATING
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AND PAVEMENT MARKINGS
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SLURRY SEAL
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TYPE II COATING
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AND PAVEMENT MARKINGS
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SLURRY SEAL
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SHEET 15 OF 20
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NEW SLOTTED DRAIN PIPE
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OF DSCC TRUCK
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SOUTHWEST CORNER
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SCALE PAVEMENT
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DRIVEWAY
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MILL, OVERLAY AND
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18TH BLVD.
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PAVEMENT MARKINGS
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SHEET 4 OF 20
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ADDED 18TH BLVD.
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AutoCAD SHX Text 7-17-19
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