ATT_00b_ Seed_Project_Drawings__Stithton_Traffic_Circle.pdf

PDF 3 MB Posted Jul 22, 2020

Attached to: Fort Knox, Ky Consolidated Construction Multiple Award Task Order Contract (MATOC)/Job Order Contract (JOC)
Solicitation number: W9124D20R0034
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Sam Houston

About this file

Written by GovTribe AI · Dec 30, 2023

This document package includes construction drawings and a federal contract opportunity notice.

The construction drawings depict site plans and details for repairs and upgrades to the Stithton Circle traffic pattern at Fort Knox, Kentucky. The scope of work entails removing and replacing sidewalks, curbs, and gutters; constructing mountable concrete traffic islands; resurfacing asphalt; and adjusting utilities to final grade. The opportunity notice is for a Job Order Contract and Multiple Award Task Order Contract to provide maintenance, repair, and minor construction services at Fort Knox. The combined contract will have an indefinite delivery/indefinite quantity for requirements across the installation. The Mission and Installation Contracting Command at Fort Sam Houston will solicit offers on June 22, 2020 to support the Fort Knox Directorate of Public Works.

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Other files

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W9124D20R0034_Amendment_0002.pdf	PDF	Aug 21, 2020
ATT_00c_Seed_Project_GD_Highway_KY20200038_8-14-20_Amdt_0002.pdf	PDF	Aug 21, 2020
ATT_00b_Seed_Project_Drawings_Stithton_Traffic_Circle_Rev_8-18-20_Amdt_0002.pdf	PDF	Aug 21, 2020
ATT_12_JOC_Bid_Form_Templates.pdf	PDF	Aug 21, 2020
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ATT_05a_Environmental_Contract_Language.pdf	PDF	Aug 6, 2020
ATT_00b_ Seed_Project_Drawings_Stithton_Traffic_Circle_Rev.Amdt_0001.pdf	PDF	Aug 6, 2020
W9124D20R0034_Amendment_0001.pdf	PDF	Aug 6, 2020
ATT_00a_Seed_Project_Specifications_Rev.Amdt_0001.pdf	PDF	Aug 6, 2020
ATT_02a_Division_11_Equipment.pdf	PDF	Jul 22, 2020
ATT_02d_Fort_Knox_Sprinkler_Systems_Initial_Acceptance_Test_Fm_9 Jul_2009.pdf	PDF	Jul 22, 2020
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ATT_11_Performance_Assessment_Questionnaire.pdf	PDF	Jul 22, 2020
ATT_02a_Division_13_Special_Construction.pdf	PDF	Jul 22, 2020
ATT_06_Contractor_Row_Map.pdf	PDF	Jul 22, 2020
ATT_02a_Division_09_Finishes.pdf	PDF	Jul 22, 2020
ATT_02a_Table_of_Contents.pdf	PDF	Jul 22, 2020
ATT_02a_Division_08_Doors_and_Windows.pdf	PDF	Jul 22, 2020
W9124D20R0034_Consolidated_JOC_MATOC.pdf	PDF	Jul 22, 2020
ATT_02a_Division_32_Exterior_Improvements.pdf	PDF	Jul 22, 2020
ATT_01_JOC_Guide_2003_Version.pdf	PDF	Jul 22, 2020
ATT_03_JOC_Software_Specifications.pdf	PDF	Jul 22, 2020
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ATT_00c_Seed_Project_GD_KY20200038.pdf	PDF	Jul 22, 2020
ATT_04b_Safety_Plan_Checklist_IAW_USACE_EM_385_1_Appendix_A.pdf	PDF	Jul 22, 2020
ATT_02c_FKFD_Fire_Alarm_Fire_Suppression_Check_List.pdf	PDF	Jul 22, 2020
ATT_02a_Division_23_HVAC.pdf	PDF	Jul 22, 2020
ATT_02a_Division_02_Existing_Conditions.pdf	PDF	Jul 22, 2020
ATT_02a_Division_26_Electrical.pdf	PDF	Jul 22, 2020
ATT_02a_Division_12_Furnishings.pdf	PDF	Jul 22, 2020
ATT_02a_Division_10_Specialties.pdf	PDF	Jul 22, 2020
ATT_02a_Division_31_Earthwork.pdf	PDF	Jul 22, 2020
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ATT_02a_Division_05_Metals.pdf	PDF	Jul 22, 2020
ATT_02a_Division_03_Concrete.pdf	PDF	Jul 22, 2020
ATT_07_Sign_Template.pdf	PDF	Jul 22, 2020
ATT_02a_Division_22_Plumbing.pdf	PDF	Jul 22, 2020
ATT_09a_Instructions_for_DD_FORM_1354.pdf	PDF	Jul 22, 2020
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ATT_02a_Division_14_Conveying_Systems.pdf	PDF	Jul 22, 2020
ATT_00a_Seed_Project_Specifications_21_Jul_2020.pdf	PDF	Jul 22, 2020
ATT_04a_EM385_1_1_APP_AFINAL.pdf	PDF	Jul 22, 2020
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ATT_02a_Division_06_Woods_and_Plastics.pdf	PDF	Jul 22, 2020
ATT_02a_Division_33_Utilities.pdf	PDF	Jul 22, 2020
ATT_02b_Fort_Knox_Fire_Department_Requirements_5_30_19.pdf	PDF	Jul 22, 2020
ATT_09b_DD1354_Template_May_2014.pdf	PDF	Jul 22, 2020
ATT_08_Fort_Knox_CADD_Contract_Requirements_(25_Mar_2019)_V1_1.pdf	PDF	Jul 22, 2020

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STITHTON CIRCLE

PAVEMENT & DRAINAGE REPAIR AND TRAFFIC PATTERN CHANGE

DIRECTORATE OF PUBLIC WORKS

BLDG 1110

125 6TH AVE

FORT KNOX, KY 40121

ENGINEERING & SERVICES DIVISION

"STRENGTH STARTS HERE"

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

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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DETAIL

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BUILDING SECTION

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LEVEL

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CIVIL DRAWINGS

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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 LAYOUTSHEET 1 - STITHTON CIRCLE SITE LAYOUT

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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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COURT

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BINTER

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MORAND

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ACRES

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NORTH

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PLACE

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PRICHARD

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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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KNOX

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DIXIE

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KNOX

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AVE

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PARK

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DIXIE

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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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CHAFFEY

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PARK

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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

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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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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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HURLEY TANK

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SEVENTH ARMORED DIV. RD.

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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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DRAWING #: RD-

ISLAND

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5' SIDEWALK

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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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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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SCALE:

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SHEET

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DATE

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DESCRIPTION

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REV

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ZONE

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REVISIONS

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REV.

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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

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SCALE IS 1 INCH = 20 FEET

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MAY 5, 2020

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STITHTON CIRCLE RE-DESIGN, DRAINAGE REPAIR & RESURFACING 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 AND GRADE TO DRAIN.

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 IF THERE IS NOT D.G.A. THEN THE AREA SHALL BE EXCAVATED TO ALLOW FOR THE AMOUNT OF D.G.A. SHOWN. 8. MILL 2" OF ASPHALT IN THE REMAINING AREAS THAT HAVE NOT BEEN DISTURBED WITH THE CONSTRUCTION OF THE CURBS AND ISLANDS. 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 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

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BID OPTION #1

AutoCAD SHX Text REMOVE THE REMAINING AREAS OF ASPHALT AND CONCRETE THAT HAVE NOT BEEN REMOVED IN THE BASE BID. CHECK THREE AREAS TO DETERMINE THE AMOUNT OF EXISTING STONE (MINIMUM OF 10" COMPACTED D.G.A. IS REQUIRED). IF NECESSARY EXCAVATE ADDITIONAL MATERIAL AND THEN PLACE THE NECESSARY COMPACTED D.G.A. TO MEET THE REQUIRED 10". PLACE 3" ASPHALT BASE AND 2" ASPHALT SURFACE.

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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

EXISTING SPOT ELEVATION

Stithton Circle COVER SHEET

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File details come from the government source that posted it. Updated Jul 22, 2020.