M2280C01-CEUM-D.pdf
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- Solicitation number
- 70Z08219BPMV05100
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 | ||
| M2280C03-CEUM-D.pdf | ||
| M2280G01-CEUM-D.pdf | ||
| Final_Specs_Repair_Parking_Lot_PMV05100.pdf | ||
| M2280C02-CEUM-D.pdf | ||
| IFB_SF_1442_Construction_PMV05100.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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DESIGNED BY:
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A/E PROJECT NO:
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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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KEP
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RAG
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RAG
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AS SHOWN
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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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AutoCAD SHX Text M2280-D
AutoCAD SHX Text C-01
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SCALE:
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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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