M2280C03-CEUM-D.pdf

PIER PLAN

SECTION A

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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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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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CAD FILE NAME:

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SHEET TITLE

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PLOT SCALE:

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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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M2280C03.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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PIER SLOPE EROSION CONTROL

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AutoCAD SHX Text M2280-D

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MUD LINE ELEV. VARIES

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14" SQ. CONCRETE PILE (TYP.)

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TOP OF DECK ELEV. = 210.00'

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8" THICK CONC. PIER SLAB

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EXISTING CONCRETE ABUTMENT

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ASPHALT PARKING

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SCALE:

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SCALE:

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EXISTING CONCRETE ABUTMENT

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14" SQ. CONCRETE PILE (TYP.)

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NEW RIP-RAP RUBBLE OVER GEOTEXTILE FABRIC

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NEW RIP-RAP RUBBLE OVER GEOTEXTILE FABRIC

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NEW GEOTEXTILE FABRIC OVER COMPACTED FILL

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EXISTING GRADE ELEVATION

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EXCAVATE TO INSTALL NEW RIP-RAP TOE

AutoCAD SHX Text NEW 1'-6" DEEP x 40' LONG RIP-RAP TOE

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APPROX. MEAN LOW WATER EDGEC

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NEW GEOTEXTILE FABRIC OVER COMPACTED FILL

AutoCAD SHX Text LAY A 4" THK BOTTOM LAYER OF " BEDDING STONE 34" BEDDING STONE TO PROTECT GEOTEXTILE FABRIC FROM PUNCTURING

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NEW GEOTEXTILE FABRIC TO WRAP RIP-RAP TOE

AutoCAD SHX Text #5 REBARS X 24" LONG @ 48" O.C. IN EACH DIRECTION 48" O.C. IN EACH DIRECTION TO HOLD GEOTEXTLE IN PLACE

AutoCAD SHX Text #5 REBARS X 24" LONG @ 48" O.C. IN EACH DIRECTION 48" O.C. IN EACH DIRECTION TO HOLD GEOTEXTLE IN PLACE

AutoCAD SHX Text #5 REBARS X 24" LONG @ 48" O.C. IN EACH DIRECTION 48" O.C. IN EACH DIRECTION TO HOLD GEOTEXTLE IN PLACE

AutoCAD SHX Text #5 REBARS X 24" LONG @ 48" O.C. IN EACH DIRECTION 48" O.C. IN EACH DIRECTION TO HOLD GEOTEXTLE IN PLACE

AutoCAD SHX Text #5 REBARS X 24" LONG @ 48" O.C. IN EACH DIRECTION 48" O.C. IN EACH DIRECTION TO HOLD GEOTEXTLE IN PLACE