M2280C01-CEUM-D.pdf

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Repair Parking Lot Pavement USCGC Kanawha, Pine Bluff, Arkansas
Solicitation number
70Z08219BPMV05100
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About this file

Drawing M2280-D, Sheet 2 of 4

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Other files

File Type Posted
Abstract_of_Offers_PMV051_25June19.pdf PDF
M2280C03-CEUM-D.pdf PDF
M2280G01-CEUM-D.pdf PDF
Final_Specs_Repair_Parking_Lot_PMV05100.pdf PDF
M2280C02-CEUM-D.pdf PDF
IFB_SF_1442_Construction_PMV05100.pdf PDF

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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SHEET TITLE

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MARK

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ISSUE

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DESCRIPTION

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DATE

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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MIAMI

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USCG. CEU MIAMI

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15608 SW 117TH AVE

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MIAMI, FLORIDA 33177

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RAG

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FINAL SUBMITTAL

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M2280C01.DWG

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RAG

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RAG

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REPAIR PARKING LOT PAVEMENT

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CGC KANAWHA

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PINE BLUFF

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AR

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CIVIL

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PAVEMENT SITE PLAN

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UTILITY CO. POWER POLE W/ SERVICE TRANSFORMERS

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ATON STORAGE SHED

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HAZMAT STORAGE BUILDING

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BUOY PENS

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SEWAGE LIFT STATION

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U.S. CORPS OF ENGINEERS BRONZE MARKER

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ARKANSAS RIVER (LAKE LANGHOFER)

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ADMIN/UPH BUILDING

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AREA OF WORK

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LEGEND

AutoCAD SHX Text INDICATES 100'x75' (7,500 S.F.) OF NEW 8" CONCRETE PAVEMENT OVER NEW BASE SEE CONCRETE PAVEMENT SECTION DETAIL, SHEET C-02.

AutoCAD SHX Text INDICATES MILL AND OVERLAY EXISTING ASPHALT PARKING LOT. SEE PAVEMENT DETAIL 1, SHEET C-02 TOTAL 4,200 S.F.

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EX. C.B.

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EXISTING DRAINAGE CATCH BASIN

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AutoCAD SHX Text DIRECTION OF DRAINAGE SLOPE. SLOPE NEW ASPHALT AND CONCRETE PAVEMENTS MINIMUM 1% SLOPE TOWARDS EXISTING CATCH BASINS

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REMOVE AND RE-INSTALL EXISTING CONCRETE WHEEL STOPS

AutoCAD SHX Text RE-STRIPE (9) 9'x 20' WITH 4" WIDE YELLOW STRIPES

AutoCAD SHX Text RE-STRIPE (6) 9'x 20' WITH 4" WIDE YELLOW STRIPES

AutoCAD SHX Text RE-STRIPE (4) 9'x 20' WITH 4" WIDE YELLOW STRIPES

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AutoCAD SHX Text ADJUST EXISTING C.B. TO GRADE AND INSTALL NEW HEAVY DUTY VEHICLE TRAFFIC GRATING AND FRAME. SUBMIT GRATING SHOP DRAWING FOR APPROVAL PRIOR TO INSTALLATION

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INSTALL 44 LF OF NEW CONCRETE CURB TYPE 'D' SEE DETAIL 3, SHEET C-02

AutoCAD SHX Text REMOVE 1,530 SF OF EXISTING ASPHALT PAVEMENT AND BASE AND PLANT NEW ST AGUSTINE SOD OVER NEW COMPACTED LEVELED SOIL MINIMUM 8" THK. WATER SOIL FOR NEXT THREE WEEKS AFTER PLANTING

AutoCAD SHX Text DEMO EXISTING OLD TOWER CONCRETE BASE TO 12" BELOW GRADE, AND INSTALL NEW BASE AND ASPHALT

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DEMO AND DISPOSED OFF EXISTING VEHICLE GUARDRAILS

AutoCAD SHX Text DEMO EXISTING OLD TOWER CONCRETE BASE TO 12" BELOW GRADE, AND INSTALL NEW BASE AND ASPHALT

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INDICATES NEW ASPHALT AREA. SEE DETAIL 2, SHEET C-02. TOTAL 1,800 SF

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AutoCAD SHX Text INDICATES MILL AND OVERLAY EXISTING ASPHALT ROADWAY. SEE PAVEMENT DETAIL 1, SHEET C-02 TOTAL 6,200 S.F.

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AutoCAD SHX Text INDICATES MILL AND OVERLAY EXISTING ASPHALT AREAS. SEE PAVEMENT DETAIL 1, SHEET C-02 TOTAL 26,500 S.F.

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NEW SOD AREA

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Sheets and Views
CEUM-D
2019-03-05T14:34:35-0500
SAN.ENRIQUE.1240452053
2019-03-05T15:03:15-0500
GUZMAN.ROBERT.A.1269980628
2019-05-01T10:48:16-0400
LESINSKI.MICHAEL.J.1072270424
2019-05-01T10:48:41-0400
LESINSKI.MICHAEL.J.1072270424

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