ATT_00b_Seed_Project_Drawings_Stithton_Traffic_Circle_Rev_8-18-20_Amdt_0002.pdf

STITHTON CIRCLE & SOUTH KNOX STREET

PAVEMENT & DRAINAGE REPAIR AND TRAFFIC PATTERN CHANGE

DIRECTORATE OF PUBLIC WORKS

BLDG 1110

125 6TH AVE

FORT KNOX, KY 40121

ENGINEERING & SERVICES DIVISION

F O R T K N O X , K E N T U C K Y

A B B R E V I A T I O N S S H E E T I N D E X

M A T E R I A L L E G E N D

D R A W I N G S Y M B O L S

G E N E R A L N O T E S

LOCATION MAP

"STRENGTH STARTS HERE"

Revision, Amendment 0002, 18 August 2020

AutoCAD SHX Text A.F.F.- ABOVE FINISHED FLOOR A.F.G.- ABOVE FINISHED GRADE ACOUS.- ACOUSTICAL ACT- ACOUSTICAL TILE ADJ.- ADJUSTABLE ALUM.- ALUMINUM ANCH.- ANCHOR ASB.- ASBESTOS ATTEN.- ATTENUATION BRD.- BOARD BLDG.- BUILDING BLK.- BLOCKING BM.- BEAM BOTT.- BOTTOM C.B.- CATCH BASIN C.G.- CORNER GUARD C.J.- CONTROL JOINT CMU- CONCRETE MASONRY UNIT C.O.- CLEAN OUT C.R.- COLD ROLLED CAB.- CABINET CEM.- CEMENT CER.- CERAMIC CL.- CENTERLINE CLG.- CEILING COL.- COLUMN CONC.- CONCRETE CONST.- CONSTRUCTION CONT.- CONTINUOUS DBL.- DOUBLE DET.- DETAIL DIA.- DIAMETER DIAG.- DIAGONAL DIM.- DIMENSION DISP.- DISPENSER DN.- DOWN D.S.- DOWNSPOUT DWG.- DRAWING E.J.- EXPANSION JOINT E.W.C.- ELECTRIC WATER COOLER EA.- EACH EL.- ELEVATION ELECT.- ELECTRIC ENAL.- ENAMEL EQ.- EQUAL EQUIP.- EQUIPMEMT EX.- EXISTING EXP.- EXPANSION EXT.- EXTERIOR F.D.- FLOOR DRAIN F.F.- FINISHED FLOOR F.H.- FLAT HEAD FDN.- FOUNDATION FIN.- FINISHED FL.- FLITCH FLR.- FLOOR FLUOR.- FLUORESCENT

AutoCAD SHX Text FRM.- FRAME FT.- FOOT FTG.- FOOTING G.I.- GALVANIZED IRON GA.- GAUGE GALV.- GALVANIZED GEN.- GENERAL G.C.- GENERAL CONTRACTOR GL.- GLASS GRT.- GROUT G.W.B.- GYPSUM WALL BOARD GYP.- GYPSUM GYP. BRD.- GYPSUM BOARD H.M.- HOLLOW METAL H.R.- HAND RAIL HD.- HEAD HDWD.- HARDWOOD HORIZ.- HORIZONTAL HND.- HAND HT.- HEIGHT I.D.- INSIDE DIMENSION IN.- INCH INSUL.- INSULATION INT.- INTERIOR INV.- INVERT J.B.- JUNCTION BOX JT.- JOINT LAM.- LAMINATE LAV.- LAVATORY L.- LINEN LDR.- LEADER LT.WT.- LIGHT WEIGHT M.H.- MAN HOLE M.O.- MASONRY OPENING MACH.- MACHINE MFR.- MANUFACTURER MAX.- MAXIMUM MECH.- MECHANICAL MET.- METAL MIN.- MINIMUM NEC'Y.- NECESSARY NOM.- NOMINAL O.C.- ON CENTER O.D.- OUTSIDE DIAMETER OPG.- OPENING OPP.- OPPOSITE PART.- PARTITION PL.- PLATE P.LAM.- PLASTIC LAMINATE PLAS.- PLASTER PLYWD.- PLYWOOD PORC.- PORCELAIN

AutoCAD SHX Text Q.T.- QUARRY TILE R.- RISER R.D.- ROOD DRAIN R.O. ROUGH OPENING RAD.- RADIUS REC.- RECESSED RE.- REFERENCE REF.- REFRIGERATOR REINF.- REINFORCED REQ'D.- REQUIRED RES.- RESILIENT RET.- RETAINING RM.- ROOM R&S.- ROD AND SHELF S.S.- STAINLESS STEEL S.V.- SHEET VINYL SCHD.- SCHEDULE SECT.- SECTION SH.- SHELF SIM.- SIMILAR SM.- SMOOTH SPEC.- SPECIFICATION SQ.- SQUARE S.F.- SQUARE FOOT STD.- STANDARD STL.- STEEL STRCT.- STRUCTURAL SUSP.- SUSPENDED T.- TREAD T.&b.- TOP AND BOTTOM T&G- TONGUE AND GROOVE T.O.- TOP OF TEL.- TELEPHONE THRU.- THROUGH TYP.- TYPICAL V.- VENT V.C.P.- VITRIFIED CLAY PIPE VCT- VINYL COMPOSITION TILE VERT.- VERTICAL W/.- WITH W.C.- WATER CLOSET WF.- WIDE FLANGE WH.- WATER HEATER WP.- WATERPROOF W.W.F.- WIRE WELDED FABRIC WA.-RES.- WATER RESISTANT WD.- WOOD

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FFE.=000.00'

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EARTH

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POROUS FILL

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CONCRETE

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BRICK

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CONCRETE BLOCK

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GROUT/ MORTAR

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PARTICLE BRD.

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PLYWOOD

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FINISHED WOOD

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WD. BLOCKING

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SEALANT

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BATT INSULATION

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RIGID INSULATION

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GYPSUM BOARD

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STUD WAL

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ELEVATION

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WALL SECTION

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DETAIL

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BUILDING SECTION

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LEVEL

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CIVIL DRAWINGS

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X.XXX

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1. COVER - LOCATION MAP/SITE LOCATION, ABBREVIATIONS, SHEET INDEX, COVER - LOCATION MAP/SITE LOCATION, ABBREVIATIONS, SHEET INDEX, GENERAL NOTES, DRAWING SYMBOLS, MATERIAL LEGEND. 2. SHEET 1 - STITHTON CIRCLE SITE LAYOUT - REVISED 18 AUGUST 2020 SHEET 1 - STITHTON CIRCLE SITE LAYOUT - REVISED 18 AUGUST 2020 3. SHEET 2 - SOUTH KNOX STREET SITE LAYOUT - REVISED 18 AUGUST 2020SHEET 2 - SOUTH KNOX STREET SITE LAYOUT - REVISED 18 AUGUST 2020

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1. THE CONTRACTOR IS RESPONSIBLE FOR AND WILL FIELD VARIFY AND COORDINATE ALL DIMENSIONS AND DETAILS PRIOR TO PROCEEDING WITH ANY WORK. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING IMMEDIATELY. 2. THE CONTRACTOR WILL REFER TO DIMENSIONS AND SHALL NOT SCALE THESE DRAWINGS. 3. ALL WORK ON THIS APPLICATION WILL BE IN ACCORDANCE WITH ALL APPLICABLE STATE CODES AND AMENDMENTS, AND THE LATEST IBC, FT. KNOX AND UFC STANDARDS. 4. THE CONTRACTOR WILL PROVIDE BLOCKING, GROUNDS, ETC. FOR FIXTURES ETC. WHERE THEY ARE REQUIRED. 5. THERE SHALL BE A PORTABLE TOILET AT EACH JOB SITE, PROVIDED AND MAINTAINED BY THE CONTRACTOR. 6. THERE SHALL BE DUMPSTERS FOR SEPARATION OF MATERIALS FOR APPROPRIATE LAND FILLS AND RECYCLING.

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GROVE

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PRESSLER

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COURT

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BINTER

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MANOR

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MORAND

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LITTLEFIELD LOOP

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ACRES

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DIETZ

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SOUTH

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ACRES

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DIETZ

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NORTH

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PLACE

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PRICHARD

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HEIGHTS

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GAFFEY

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PLACE

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MATTHEWS

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TERRACE

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ROSE

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MANOR

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VOORHIS

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VAN

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WILSON RD.

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AVE

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ELEVENTH

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ST

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KNOX

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ST

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DIXIE

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ST

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KNOX

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AVE

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PARK

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ST

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DIXIE

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RD

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VAULT

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GOLD

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ROAD

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GROVE

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VINE

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ROAD

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GROVE

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VINE

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BLVD

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BULLION

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AVE

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CHAFFEY

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PARK

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AVE

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CHAFFEY

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AVE

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CHAFFEY

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AVE

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RIFLES

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BRAVE

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AVE

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EISENHOWER

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AVE

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SEVENTH

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AVE

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NINTH

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ST. JOHN TANK MOTOR PARK

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PARK

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MOTOR

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COLBY

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MOTOR PARK

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PARK

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MOTOR

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BURKE

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PARK

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TANK MOTOR

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RICHARDSON

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PARK

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MOTOR

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TANK

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FARMER

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PARK

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MOTOR

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TANK

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POTTS

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AIRFIELD

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GODMAN ARMY

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TMP

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WILSON RD.

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WILSON RD.

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RD.

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STATION

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BRANDENBURG

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RD.

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RANGE

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MAIN

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FRAZIER RD.

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PICKETT RD.

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RD.

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UPTON

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NORTH DELAWARE ST.

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SECOND DRAGOONS RD.

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UNSER ST.

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GRIMES

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LOOP

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8TH

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ARMORED

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DIVISION RD.

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3RD

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ARMORED

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DIVISION

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RD.

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BALLARD AVE..

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FAYETTE

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AVE.

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36TH ARMD DIV CIR.

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AUDOBON

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ST.

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FARRAGUT

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ST.

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MEADE

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DR.

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DRY BRANCH RD.

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CUSTER DR.

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MAXWELL ST.

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11TH AVE.

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QUARTERMASTER

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ST.

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WATER ST.

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FIFTH AVE.

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OLD

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IRONSIDES

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AVE.

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1ST CALVERY REGIMENT RD.

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BINTNER

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ST.

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BAKER RD.

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MULDRAUGH MAGAZINE RD.

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ARDENNES ST.

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RHINELAND ST.

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ALSACE ST.

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POPULAR ST.

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SPEARHEAD LOOP

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SPEARHEAD LOOP

AutoCAD SHX Text 4th ARMORED RD.

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OLD IORNSIDES AVE.

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ROOSEVELT ST.

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MONROE ST.

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ADAMS ST.

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TAFT ST.

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CAVALRY DR.

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PICKETT RD.

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IRELAND AVE.

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FIFTH AVE.

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CORNWELL ST.

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SECOND AVE.

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OLD IORNSIDES AVE.

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GARY OWEN AVE.

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BLACK HORSE AVE.

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WARHAWK ST.

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WALSH

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NEWTON PLACE

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SECOND AVE.

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AutoCAD SHX Text 31W

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ESTRADA ST.

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ST.

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PAQUETTE

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CUT-OFF RD.

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BAKER ROAD

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ST.

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CONROY

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ST.

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HIERS

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ALLISON AVE.

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ST.

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DALTON

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AVE.

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CONROY

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LOOP

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GILKEY

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ST.

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FOLGER

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CORLEY ST.

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BILLHYMER ST.

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ADAMS ST.

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DEMORET AVE.

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GILKEY ST.

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FISHER AVE.

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CHAFFEE AVE.

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AVE.

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EUSTIS

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BRETT DRIVE

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LOWE ST.

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ST.

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JAMISON

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KELLY ST.

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AutoCAD SHX Text 31W

AutoCAD SHX Text T6611

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AutoCAD SHX Text S6760

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HURLEY TANK

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SEVENTH ARMORED DIV. RD.

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SEVENTH ARMORED DIV.

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SEVENTH ARMORED DIV.

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CUT-OFF RD.

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POORMAN RANGE RD.

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IRELAND

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ARMY

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HOSPITAL

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WICKAM

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GUEST

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HOUSE

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CRAIG

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APTS.

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STEINDAM

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APTS.

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OAKLAND

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GODMAN

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SITE LOCATION

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DRAWING #: RD-

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NEW

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NEW

ISLAND

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MOUNTABLE

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CONCRETE

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MOUNTABLE

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ISLAND

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CONCRETE

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ISLAND

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CONCRETE

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CONCRETE

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ISLAND

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MOUNTABLE

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CONCRETE

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MOUNTABLE

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MOUNTABLE

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MOUNTABLE

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ISLAND

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MOUNTABLE

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CONCRETE

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ISLAND

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CONCRETE

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ISLAND

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PROPOSED

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5' SIDEWALK

AutoCAD SHX Text 735.10

AutoCAD SHX Text 736.00

AutoCAD SHX Text 737.60

AutoCAD SHX Text 736.70

AutoCAD SHX Text 735.90

AutoCAD SHX Text 734.26

AutoCAD SHX Text 736.40

AutoCAD SHX Text 735.75

AutoCAD SHX Text 735.80

AutoCAD SHX Text 735.40

AutoCAD SHX Text 735.55

AutoCAD SHX Text 735.60

AutoCAD SHX Text 735.20

AutoCAD SHX Text 732.80

AutoCAD SHX Text 736.20

AutoCAD SHX Text 736.20

AutoCAD SHX Text 736.50

AutoCAD SHX Text 736.26

AutoCAD SHX Text 735.90

AutoCAD SHX Text 737.65

AutoCAD SHX Text 737.76

AutoCAD SHX Text 734.56

AutoCAD SHX Text 735.50

AutoCAD SHX Text 735.24

AutoCAD SHX Text 734.12

AutoCAD SHX Text 733.70

AutoCAD SHX Text 736.30

AutoCAD SHX Text 737.10

AutoCAD SHX Text 738.40

AutoCAD SHX Text 738.40

AutoCAD SHX Text 738.40

AutoCAD SHX Text 736.40

AutoCAD SHX Text 736.43

AutoCAD SHX Text 736.20

AutoCAD SHX Text 736.05

AutoCAD SHX Text 738.08

AutoCAD SHX Text 736.50

AutoCAD SHX Text 735.75

AutoCAD SHX Text 735.35

AutoCAD SHX Text 736.25

AutoCAD SHX Text 735.85

AutoCAD SHX Text 734.16

AutoCAD SHX Text 735.60

AutoCAD SHX Text 734.60

AutoCAD SHX Text 734.91

AutoCAD SHX Text 734.41

AutoCAD SHX Text 734.84

AutoCAD SHX Text 735.17

AutoCAD SHX Text 734.67

AutoCAD SHX Text 735.40

AutoCAD SHX Text 735.86

AutoCAD SHX Text 737.15

AutoCAD SHX Text 736.10

AutoCAD SHX Text 735.80

AutoCAD SHX Text 736.10

AutoCAD SHX Text 737.36

AutoCAD SHX Text 736.03

AutoCAD SHX Text 736.00

AutoCAD SHX Text 735.80

AutoCAD SHX Text 735.80

AutoCAD SHX Text 735.65

AutoCAD SHX Text 736.00

AutoCAD SHX Text 736.72

AutoCAD SHX Text 736.32

AutoCAD SHX Text 735.50

AutoCAD SHX Text 735.90

AutoCAD SHX Text 735.50

AutoCAD SHX Text 735.20

AutoCAD SHX Text 735.40

AutoCAD SHX Text 735.00

AutoCAD SHX Text 735.35

AutoCAD SHX Text 735.15

AutoCAD SHX Text 734.80

AutoCAD SHX Text 733.86

AutoCAD SHX Text 733.62

AutoCAD SHX Text 733.20

AutoCAD SHX Text 736.24

AutoCAD SHX Text 735.84

AutoCAD SHX Text 735.10

AutoCAD SHX Text 734.70

AutoCAD SHX Text 734.67

AutoCAD SHX Text 735.14

AutoCAD SHX Text 735.13

AutoCAD SHX Text 734.45

AutoCAD SHX Text 734.26

AutoCAD SHX Text 734.25

AutoCAD SHX Text 734.50

AutoCAD SHX Text 734.60

AutoCAD SHX Text 733.61

AutoCAD SHX Text 735.41

AutoCAD SHX Text 736.00

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

AutoCAD SHX Text 735.10

AutoCAD SHX Text 734.80

AutoCAD SHX Text 734.30

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ELEVATION

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ADJUST TOP

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ELEVATION

AutoCAD SHX Text 735.30

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ADJUST TOP

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ELEVATION

AutoCAD SHX Text 736.58

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ADJUST VALVE

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ELEVATION

AutoCAD SHX Text 736.66

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ADJUST VALVE

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EDGE KEY

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2" MILL &

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EDGE KEY

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2" MILL &

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REPAIR LIMITS

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FULL DEPTH

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EDGE KEY

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2" MILL &

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EDGE KEY

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2" MILL &

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REPAIR LIMITS

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FULL DEPTH

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REPAIR LIMITS

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FULL DEPTH

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REPAIR LIMITS

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FULL DEPTH

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PROJECT LOCATION AND ACCESS MAP

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NOT TO SCALE

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HWY 60

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HWY 31W

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LOGSDON PKWY

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GOLD VAULT ROAD

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11TH AVE

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WILSON RD

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7TH AVE

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VINE GROVE ROAD

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EISENHOWER AVE

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FORT KNOX

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BULLION BLVD

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CHAFFEE AVE

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DIXIE ST

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DRAWN

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ENGR

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CHECKED BY:

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DRAWING NO:

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DATE:

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OF

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SCALE:

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DWG. NO.

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ENGINEERING SERVICES DIVISION

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CHIEF OF ENGINEERING: M.S.R.

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DIRECTORATE OF PUBLIC WORKS - ESD

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U.S. ARMY GARRISON, FORT KNOX

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SITE LAYOUT PLAN STITHTON CIRCLE

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SCALE IS 1 INCH = 20 FEET

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JULY 22, 2020

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AutoCAD SHX Text STITHTON CIRCLE RE-DESIGN, DRAINAGE REPAIR & RESURFACING AND PERSHING DRIVE REALIGNMENT FORT KNOX, KENTUCKY

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40FT

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PLACED ON 6" OF COMPACTED D.G.A.. THE CONCRETE SHALL BE 4000

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PSI AND SHALL BE FIBER REINFORCED. THE SIDEWALK SHALL BE

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CONSTRUCTED AT THE GRADES SHOWN AND THE SIDEWALK SHALL HAVE

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ALL CONCRETE SIDEWALK SHALL BE 6" THICK AND SHALL BE

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%%U%%O SIDEWALK NOTE

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A 2%%% CROSS SLOPE. THE SIDEWALK SHALL HAVE HANDICAP RAMPS

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CONSTRUCTED AT CURB TIE INS TO MEET A.D.A. SPECIFICATIONS.

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COMPACTED D.G.A. THAT EXTENDS 8" BEHIND THE CURB. THE CONCRETE

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SHALL BE 4000 PSI AND SHALL BE FIBER REINFORCED. THE AREA BETWEEN

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THE CURB & GUTTER AND THE EXISTING PAVEMENT SHALL HAVE A MINIMUM OF

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THE CONCRETE CURB & GUTTER SHALL BE PLACED ON 8" OF

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%%U%%O CURB & GUTTER NOTE

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AS NECESSARY WITH A PLATE COMPACTOR TO MEET THE REQUIRED COMPACTION.

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PLACED IN 3" LIFTS OVER THE COMPACTED D.G.A., IT SHALL BE COMPACTED

AutoCAD SHX Text REMOVE THE EXISTING OLDER SIDEWALK IN THE AREA NEW SIDEWALK IS SHOWN. CONSTRUCT NEW 5' CONCRETE SIDEWALK AND CURB & GUTTER ALONG THE TRAFFIC CIRCLE AND CONSTRUCT NEW SIDEWALK/ENTRANCE TO THE BUILDING AND SIDEWALK TO THE WEST OF THE BUILDING AS SHOWN.

AutoCAD SHX Text REMOVE THE EXISTING OLDER SIDEWALK AND CURB AND EXCAVATE THE ASPHALT/CONCRETE AS NECESSARY. CONSTRUCT 2' CURB & GUTTER/SIDEWALK TO MATCH THE EXISTING SIDEWALK WIDTH. THE FACE OF CURB ELEVATION SHALL MATCH THE EXISTING.

AutoCAD SHX Text REMOVE THE EXISTING CURB & GUTTER AND THE EXISTING SIDEWALK RAMP AS NECESSARY. EXCAVATE THE ASPHALT/CONCRETE AS NECESSARY AND CONSTRUCT 2' CURB & GUTTER AND SIDEWALK AS SHOWN. CONSTRUCT HANDICAP RAMP AT THE CURB. FILL BEHIND THE NEW CURB WITH TOPSOIL, GRADE TO DRAIN AND RESTORE.

AutoCAD SHX Text REMOVE THE EXISTING OLDER SIDEWALK AND CURB AND EXCAVATE THE ASPHALT/CONCRETE AS NECESSARY. CONSTRUCT 2' CURB & GUTTER/SIDEWALK TO MATCH THE EXISTING SIDEWALK WIDTH. THE FACE OF CURB ELEVATION SHALL MATCH THE EXISTING.

AutoCAD SHX Text EXCAVATE THE ASPHALT/CONCRETE AS NECESSARY AND CONSTRUCT 1.5' & GUTTER AS SHOWN. THE GUTTER ELEVATION SHALL BE 0.50' BELOW THE TOP OF CURB AND SHALL TIE INTO EACH SIDE OF THE EXISTING CATCH BASINS.

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%%U%%O MOUNTABLE CONCRETE ISLAND NOTE

AutoCAD SHX Text EXCAVATE THE ASPHALT/CONCRETE AS NECESSARY AND CONSTRUCT MOUNTABLE CONCRETE ISLAND 9" THICK THAT EXTENDS 0.40' OUT OF PROPOSED ASPHALT AS SHOWN, SHALL BE PLACED ON 6" OF COMPACTED D.G.A. THE EDGE OF THE ISLAND SHALL BE HAVE A 2:1 SLOPE SO THAT A VEHICLE CAN DRIVE ON IT IF NECESSARY WITHOUT RUPTURING A TIRE. THE TOP OF THE ISLAND SHALL BE A MINIMUM OF 2%.

AutoCAD SHX Text DPW WILL CONTACT THE CORRECT DIVISION AND HAVE THE EXISTING TANKS REMOVE FROM THE SITE. REMOVE THE EXISTING CONCRETE SLABS. CONSTRUCT NEW 8" SLABS WITH DOUBLE MAT #5 REBAR 12" O.C. IN BOTH DIRECTIONS. THE BACK OF THE SLAB SHALL BE AT THE ELEVATION SHOWN AND SHALL SLOPE OUT 2%. ADJUST THE CENTER LANDSCAPING AND POLE TO MATCH THE PROPOSED ISLAND ELEVATION AFTER FILLED WITH TOPSOIL AND GRADED AT 2%. THE STITHTON CIRCLE MONUMENT SHALL HAVE A NEW FOOTER CONSTRUCTED AND ADJUSTED TO GRADE. AFTER DPW HAS THE TANKS REPLACED THEN RESTORE AREA ACCORDING TO SITE RESTORATIONS SPECIFICATIONS.

AutoCAD SHX Text REMOVE THE EXISTING CURB AND EXCAVATE THE ASPHALT/CONCRETE AS NECESSARY AND CONSTRUCT A 15" HEADER CURB. CURB SHALL BE PINNED TO THE MOUNTABLE CONCRETE ISLAND 10' O.C. AND SHALL BE PLACED ON 6" OF COMPACTED D.G.A. THE TOP ELEVATION = 737.60.

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1. CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO ANY CONSTRUCTION, ANY DAMAGE TO ANY UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING STORM SEWER SHALL BE INSPECTED TO ENSURE POSITIVE DRAINAGE. 2. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE TO ALL EXISTING AND PROPOSED INLETS AND TO DITCH LINES. 3. ALL CONCRETE SHALL BE 4000 PSI WITH FIBER REINFORCEMENT. 4. ALL CONCRETE SIDEWALKS SHALL BE 6" CONCRETE WITH 6" OF COMPACTED D.G.A. 5. MOUNTABLE CONCRETE ISLANDS AREAS SHALL HAVE D.G.A. ADDED AS NECESSARY AND COMPACTED, THEY SHALL BE 9" THICK. IF NO D.G.A. EXIST THEN EXCAVATE TO ALLOW FOR 6" OF COMPACTED D.G.A. 6. ALL CONCRETE PAD WORK SHALL BE 8" CONCRETE WITH 6" OF COMPACTED D.G.A. CONCRETE SHALL BE REINFORCED WITH #5 REBAR 12" O.C. IN BOTH DIRECTIONS. EXPANSION AND CONTRACTION JOINTS SHALL BE INSTALLED PER SPECIFICATIONS. 7. BASED ON PAST PROJECTS IN THE AREA THE CONTRACTOR SHALL ANTICIPATE EXISTING CONCRETE UNDER THE EXISTING ASPHALT. AFTER THE REMOVAL OF THE CONCRETE IN THE LIMITS OF THE FULL DEPTH REPAIR THE AREA SHALL BE EXCAVATED TO ALLOW FOR THE 10" D.G.A., 5" ASPHALT BASE AND 2" ASPHALT SURFACE. THE 2" ASPHALT SURFACE SHALL NOT BE PLACED UNTIL ALL OTHER CONSTRUCTION IS COMPLETED. 8. MILL AND EDGE KEY 2" ASPHALT 20' FROM THE FULL DEPTH REPAIR LIMITS AS SHOWN AT ALL TIE IN LOCATIONS. 9. CROSS HATCHED AREAS SHALL BE PAINTED IN THE SAME LOCATIONS AS THE EXISTING BUT WILL NEED TO BE ADJUSTED TO ACCESS THE MOUNTABLE CONCRETE ISLANDS. ALL MOUNTABLE CONCRETE ISLANDS THAT ARE IN THE PATH OF PEDESTRIAN TRAFFIC SHALL BE CONSTRUCTED TO MEET A.D.A. SPECIFICATIONS. 10. ANY DAMAGE TO ANY SIGNS, LIGHTS, POLES OR OTHER SHALL BE REPAIRED BY THE CONTRACTOR. 11. THE CONTRACTOR SHALL SUBMIT SWPPP AND BMP PLAN TO ENVIRONMENTAL. 12. THERE ARE EXISTING ELEVATIONS SHOWN TO REPRESENT THE DIFFERENCE OF ELEVATION BETWEEN THE EXISTING AND THE PROPOSED GRADES. MORE ELEVATIONS ARE AVAILABLE IF THE CONTRACTOR WOULD LIKE TO REVIEW THEM. 13. ALL DISTURBED AREAS SHALL BE GRADED TO DRAIN ADDING TOPSOIL AS NECESSARY AND RESTORED ACCORDING TO THE SITE RESTORATION SPECIFICATIONS. 14. CONTRACTOR SHALL SUBMIT A TRAFFIC PLAN THAT INCLUDES THE USE TRAFFIC CONTROL DEVICES AND FLAG PERSONS TO DIRECT THE TRAFFIC AROUND THE CIRCLE DURING ALL CONSTRUCTION TO HELP THE FLOW OF TRAFFIC. 15. ALL UTILITIES SHALL BE ADJUSTED TO GRADE TO MATCH THE FINISHED ELEVATION.

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%%U%%O TYPICAL CONSTRUCTION NOTES

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BASE BID

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CONSTRUCT ALL AREAS SHOWN ON SHEETS 1 & 2.

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8" COMPACTED D.G.A. (EXCAVATING IF NECESSARY), THEN PLACE ASPHALT BASE

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%%U%%O LEGEND

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PROPOSED SPOT ELEVATION

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EXISTING SPOT ELEVATION

AutoCAD SHX Text REMOVE THE EXISTING CURB & GUTTER AND THE ASPHALT/CONCRETE AS NECESSARY. EXCAVATE THE SUBGRADE AS NECESSARY TO ADD 6" OF TOPSOIL AND GRADE ALL AREAS TO DRAIN TO THE EXISTING YARD DRAINS AND RESTORE. REMOVE AND REGRADE TO THE PROPOSED NEW ROAD AND ABOUND ENTRANCE.

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BID OPTION #1

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REMOVED

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NOTE 7 NEW

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NOTE 8 NEW

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NEW

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NEW

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NEW

NEW

TG 734.62

IE 731.46

12IN RCP

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EDGE KEY

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2" MILL &

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UPS DROP BOX

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CONCRETE PAD FOR

AutoCAD SHX Text 734.17

AutoCAD SHX Text 733.93

AutoCAD SHX Text 734.27

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AutoCAD SHX Text 734.40

AutoCAD SHX Text 734.66

AutoCAD SHX Text 735.06

AutoCAD SHX Text 735.59

AutoCAD SHX Text 735.37

AutoCAD SHX Text 734.84

AutoCAD SHX Text 734.44

AutoCAD SHX Text 734.17

AutoCAD SHX Text 734.03

AutoCAD SHX Text 734.03

AutoCAD SHX Text 734.17

AutoCAD SHX Text 734.44

AutoCAD SHX Text 734.84

AutoCAD SHX Text 735.37

AutoCAD SHX Text 733.93

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EDGE KEY

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2" MILL &

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EDGE KEY

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2" MILL &

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EDGE KEY

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2" MILL &

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TO BE RELOCATED

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EDGE KEY

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2" MILL &

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TOP GRATE = 733.48

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EXISTING YARD DRAIN

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INVERT ELEV. = 729.98

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TOP GRATE = 733.97

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EXISTING CATCH BASIN

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INVERT ELEV. = 730.12

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TOP GRATE = 733.90

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EXISTING CATCH BASIN

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INVERT ELEV. = 730.75

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TOP GRATE = 733.88

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EXISTING YARD DRAIN

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INVERT ELEV. = 732.21

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TOP GRATE = 733.49

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EXISTING YARD DRAIN

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INVERT ELEV. = 729.41

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TOP GRATE = 733.56

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EXISTING CATCH BASIN

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INVERT ELEV. = 731.37

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TOP GRATE = 733.62

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EXISTING YARD DRAIN

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INVERT ELEV. = 731.31

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TOP GRATE = 735.00

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PROPOSED CATCH BASIN

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INVERT ELEV. = 732.00

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TOP GRATE = 735.00

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PROPOSED CATCH BASIN

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INVERT ELEV. = 731.85

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21 L.F. OF 15" N12

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22 L.F. OF 15" RCP

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78 L.F. OF 15" RCP

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TO BE REMOVED

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TOP GRATE = 739.90

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AND INSTALL PROPOSED CATCH BASIN

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BASIN AND EXTEND THE CULVERT

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REMOVE THE EXISTING CATCH

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6' CONCRETE SIDEWALK

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MANHOLE, REPLACE

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EXISTING STORM

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PAD FOR UPS DROP BOX

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TOP GRATE = 734.50

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INVERT ELEV. = 732.10

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PROPOSED YARD DRAIN

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42 L.F. OF 15" N12

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IF NECESSARY

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REPLACE IF NECESSARY

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NEENAH R3067 TYPE L

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OR EQUIVALENT

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NEENAH R3067 TYPE L

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OR EQUIVALENT

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NEENAH R3067 TYPE L

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OR EQUIVALENT

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MATCH EXISTING GRATES

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PROJECT LOCATION AND ACCESS MAP

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NOT TO SCALE

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HWY 60

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HWY 31W

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LOGSDON PKWY

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GOLD VAULT ROAD

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11TH AVE

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WILSON RD

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7TH AVE

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VINE GROVE ROAD

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EISENHOWER AVE

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FORT KNOX

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BULLION BLVD

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CHAFFEE AVE

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DIXIE ST

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DRAWN

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ENGR

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CHECKED BY:

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DRAWING NO:

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DATE:

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OF

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DWG. NO.

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ENGINEERING SERVICES DIVISION

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CHIEF OF ENGINEERING: M.S.R.

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DIRECTORATE OF PUBLIC WORKS - ESD

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U.S. ARMY GARRISON, FORT KNOX

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SITE LAYOUT PLAN SOUTH KNOX STREET

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SCALE IS 1 INCH = 20 FEET

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JULY 22, 2020

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AutoCAD SHX Text STITHTON CIRCLE RE-DESIGN, DRAINAGE REPAIR & RESURFACING AND PERSHING DRIVE REALIGNMENT FORT KNOX, KENTUCKY

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40FT

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PLACED ON 6" OF COMPACTED D.G.A.. THE CONCRETE SHALL BE 4000

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PSI AND SHALL BE FIBER REINFORCED. THE SIDEWALK SHALL BE

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CONSTRUCTED AT THE GRADES SHOWN AND THE SIDEWALK SHALL HAVE

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ALL CONCRETE SIDEWALK SHALL BE 6" THICK AND SHALL BE

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%%U%%O SIDEWALK NOTE

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A 2%%% CROSS SLOPE. THE SIDEWALK SHALL HAVE HANDICAP RAMPS

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CONSTRUCTED AT CURB TIE INS TO MEET A.D.A. SPECIFICATIONS.

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COMPACTED D.G.A. THAT EXTENDS 8" BEHIND THE CURB. THE CONCRETE

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SHALL BE 4000 PSI AND SHALL BE FIBER REINFORCED. THE AREA BETWEEN

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THE CURB & GUTTER AND THE EXISTING PAVEMENT SHALL HAVE A MINIMUM OF

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THE CONCRETE CURB & GUTTER SHALL BE PLACED ON 8" OF

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%%U%%O CURB & GUTTER NOTE

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AS NECESSARY WITH A PLATE COMPACTOR TO MEET THE REQUIRED COMPACTION.

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PLACED IN 3" LIFTS OVER THE COMPACTED D.G.A., IT SHALL BE COMPACTED

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1. CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO ANY CONSTRUCTION, ANY DAMAGE TO ANY UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING STORM SEWER SHALL BE INSPECTED TO ENSURE POSITIVE DRAINAGE. 2. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE TO ALL EXISTING AND PROPOSED INLETS AND TO DITCH LINES. 3. ALL CONCRETE SHALL BE 4000 PSI WITH FIBER REINFORCEMENT. 4. ALL CONCRETE SIDEWALKS SHALL BE 6" CONCRETE WITH 6" OF COMPACTED D.G.A. 5. ALL CONCRETE PAD WORK SHALL BE 8" CONCRETE WITH 6" OF COMPACTED D.G.A. CONCRETE SHALL BE REINFORCED WITH #5 REBAR 12" O.C. IN BOTH DIRECTIONS. EXPANSION AND CONTRACTION JOINTS SHALL BE INSTALLED PER SPECIFICATIONS. 6. BASED ON PAST PROJECTS IN THE AREA THE CONTRACTOR SHALL ANTICIPATE EXISTING CONCRETE UNDER THE EXISTING ASPHALT. AFTER THE REMOVAL OF THE CONCRETE THE AREA SHALL BE EXCAVATED TO ALLOW FOR THE AMOUNT OF D.G.A. SHOWN. 7. THE PAVEMENT DESIGN OF THE NEW AREA OF THE ROAD SHALL BE 10" OF DGA, 5" OF ASPHALT BASE AND 2" OF ASPHALT SURFACE AND SHALL BE GRADED AT THE SPOT ELEVATIONS SHOWN. 8. MILL 2" OF ASPHALT IN THE AREAS SHOWN, TAKE PRECAUTIONS NOT TO DAMAGE ANY EXISTING CONCRETE THAT IS TO REMAIN. CLEAN ENTIRE AREA AND PLACE TACK COAT THEN PLACE ASPHALT BASE/WEDGING COURSE TO ALLOW FOR THE PLACEMENT OF 2" ASPHALT SURFACE TO MEET THE PROPOSED GRADES AND THEN PLACE THE 2" ASPHALT SURFACE. THE 2" ASPHALT SURFACE SHALL NOT BE PLACED UNTIL ALL OTHER CONSTRUCTION IS COMPLETED. 9. CROSS HATCHED AREAS SHALL BE PAINTED IN THE SAME LOCATIONS AS THE EXISTING BUT WILL NEED TO BE ADJUSTED TO ACCESS THE MOUNTABLE CONCRETE ISLANDS. ALL MOUNTABLE CONCRETE ISLANDS THAT ARE IN THE PATH OF PEDESTRIAN TRAFFIC SHALL BE CONSTRUCTED TO MEET A.D.A. SPECIFICATIONS. 10. ANY DAMAGE TO ANY SIGNS, LIGHTS, POLES OR OTHER SHALL BE REPAIRED BY THE CONTRACTOR. 11. THE CONTRACTOR SHALL SUBMIT SWPPP AND BMP PLAN TO ENVIRONMENTAL. 12. THERE ARE EXISTING ELEVATIONS SHOWN TO REPRESENT THE DIFFERENCE OF ELEVATION BETWEEN THE EXISTING AND THE PROPOSED GRADES. MORE ELEVATIONS ARE AVAILABLE IF THE CONTRACTOR WOULD LIKE TO REVIEW THEM. 13. ALL DISTURBED AREAS SHALL BE GRADED TO DRAIN ADDING TOPSOIL AS NECESSARY AND RESTORED ACCORDING TO THE SITE RESTORATION SPECIFICATIONS. 14. CONTRACTOR SHALL SUBMIT A TRAFFIC PLAN THAT INCLUDES THE USE TRAFFIC CONTROL DEVICES AND FLAG PERSONS TO DIRECT THE TRAFFIC THROUGH THE ABOUND PARKING LOT DURING ALL CONSTRUCTION TO HELP THE FLOW OF TRAFFIC. 15. CONSTRUCT ALL ITEMS SHOWN WITH INDIVIDUAL NOTES ON THE DRAWING. 16. ALL UTILITIES SHALL BE ADJUSTED TO GRADE TO MATCH THE FINISHED ELEVATION.

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%%U%%O TYPICAL CONSTRUCTION NOTES

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BASE BID

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CONSTRUCT ALL AREAS SHOWN ON SHEETS 1 & 2.

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8" COMPACTED D.G.A. (EXCAVATING IF NECESSARY), THEN PLACE ASPHALT BASE

AutoCAD SHX Text 735.75

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%%U%%O LEGEND

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PROPOSED SPOT ELEVATION

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EXISTING SPOT ELEVATION

AutoCAD SHX Text REMOVE THE EXISTING CURB & GUTTER AND THE ASPHALT/CONCRETE AS NECESSARY. EXCAVATE THE SUBGRADE AS NECESSARY TO ADD 6" OF TOPSOIL AND GRADE ALL AREAS TO DRAIN TO THE EXISTING YARD DRAINS. REMOVE AND REGRADE TO THE PROPOSED NEW ROAD AND ABOUND ENTRANCE.

AutoCAD SHX Text REMOVE THE EXISTING CATCH BASIN FRAME AND GRATE AND CONSTRUCT YARD DRAIN WITH 6'x6' CONCRETE APRON. GRATE SHALL BE PLACED AT AN ELEVATION TO ADEQUATELY DRAIN AREA.

AutoCAD SHX Text REMOVE THE EXISTING SIDEWALK AS NECESSARY AND CONSTRUCT 6' CONCRETE SIDEWALK WITH HANDICAP ACCESSIBLE RAMP AT THE ROAD CROSSING.

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CURVE

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RADIUS

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ARC LENGTH

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CHORD LENGTH

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CHORD BEARING

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DELTA ANGLE

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AutoCAD SHX Text 87.00'

AutoCAD SHX Text 134.79'

AutoCAD SHX Text 121.71'

AutoCAD SHX Text S 43°30'49" W

AutoCAD SHX Text 88°46'17"

AutoCAD SHX Text REMOVE THE EXISTING ASPHALT/CONCRETE AND DGA, EXCAVATE THE SUBGRADE AS NECESSARY TO ALLOW FOR 10" OF COMPACTED DGA, 3" OF ASPHALT BASE AND 2" OF ASPHALT SURFACE.

AutoCAD SHX Text REMOVE THE EXISTING ASPHALT/CONCRETE AND DGA, EXCAVATE THE SUBGRADE AS NECESSARY TO ALLOW FOR 10" OF COMPACTED DGA, 3" OF ASPHALT BASE AND 2" OF ASPHALT SURFACE.

AutoCAD SHX Text REMOVE THE EXISTING CONCRETE EXTRUDED CURB AND EXCAVATE THE SUBGRADE AS NECESSARY TO ALLOW FOR 10" OF COMPACTED DGA, 3" OF ASPHALT BASE AND 2" OF ASPHALT SURFACE. CONSTRUCT CONCRETE EXTRUDED CURB AND TIE TO THE PROPOSED CONCRETE CURB AND GUTTER AND THE EXISTING CONCRETE EXTRUDED CURB.

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REMOVE THE EXISTING CATCH BASINS, YARD DRAINS AND STORM SEWER

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REMOVE THE EXISTING CATCH BASINS, YARD DRAINS AND STORM SEWER

AutoCAD SHX Text CONSTRUCT 8" CONCRETE ENTRANCE APRON ON 8" OF COMPACTED DGA. PLACE SINGLE MAT OF #4 REBAR 12" O.C. IN BOTH DIRECTIONS. THE GUTTER SHALL BE SLOPED AWAY FROM THE ROAD TO MATCH THE 24" CURB AND GUTTER TO ALLOW FOR STORM DRAINAGE.

AutoCAD SHX Text CONSTRUCT 8" CONCRETE ENTRANCE APRON ON 8" OF COMPACTED DGA. PLACE SINGLE MAT OF #4 REBAR 12" O.C. IN BOTH DIRECTIONS. THE GUTTER SHALL BE SLOPED AWAY FROM THE ROAD TO MATCH THE 24" CURB AND GUTTER TO ALLOW FOR STORM DRAINAGE.

AutoCAD SHX Text REMOVE THE EXISTING CONCRETE EXTRUDED CURB AND MILL AREA AS NECESSARY TO ALLOW FOR 2" ASPHALT OVERLAY. CONSTRUCT NEW CONCRETE EXTRUDED CURB AND TIE TO THE PROPOSED CURB AND GUTTER AND THE EXISTING CONCRETE EXTRUDED CURB.

AutoCAD SHX Text REMOVE THE EXISTING SIDEWALK AS NECESSARY AND CONSTRUCT CONCRETE SIDEWALK WITH HANDICAP ACCESSIBLE RAMP AT THE ROAD AND ENTRANCE CROSSING.

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CONSTRUCT 24" CONCRETE CURB & GUTTER AND TIE TO THE EXISTING CURB & GUTTER

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CONSTRUCT 24" CONCRETE CURB & GUTTER AND TIE TO THE EXISTING CURB & GUTTER

AutoCAD SHX Text REMOVE THE EXISTING ASPHALT/CONCRETE AND DGA, EXCAVATE THE SUBGRADE AS NECESSARY TO ALLOW FOR 10" OF COMPACTED DGA, 5" OF ASPHALT BASE AND 2" OF ASPHALT SURFACE FOR THE NEW ROAD. GRADE THE ROAD TO THE GRADES SHOWN. AREAS WITHIN THE EXISTING ROADS SHALL BE EXCAVATED AND REPAIRED TO MATCH THE NEW PAVEMENT DESIGN AS NECESSARY, IN THE AREAS WHERE THE EXISTING PAVEMENT IS AT OR BELOW THE PROPOSED GRADES CAN BE MILLED AS NEEDED AND ASPHALT BASE/WEDGING PLACED AND THEN THE 2" ASPHALT SURFACE.

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NOTE 7 NEW

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NOTES 8-16

RENUMBERED