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PROPOSED QUEEN BEANS12'X30'HERMITAGE ROADR2.50'R5.00'R10.00'R3.00'R5.00'9.
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GDUMPSTERENCLOSURE
SCALE100510NORTHFLOODPLAIN INFORMATIONAccording to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Map No.05119C0432H, with the effective date of June 7, 2019, theproperty is located in Flood Zone " X ", areas to bedetermined as outside the 100-year floodway andfloodplain. All Floodplain information noted in the platreflects the status per the FEMA FIRM map that is effectiveat the time that the plat is recorded. Floodplain status issubject to change as FEMA FIRM maps are updated.20REVISIONSDATEPROJECT NO.CHECK:DRAWN:PLAN DATE:DESIGN:QUEEN BEANS
HERMITAGE ROAD
PRELIMINARY SITE PLAN10/25/2023ARBARBARB21-115C101LITTLE ROCK, ARKnow what'sbelow.Callbefore you dig.DIMENSION PLAN NOTES:1.THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL DIMENSIONSPRIOR TO CONSTRUCTION. ANY DISCREPANCIES PERTAINING TOCONTRACTIBILITY SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR DIRECTION PRIOR TO PROCEEDING.2.VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS INSTALLED UNDEROTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BEFOLLOWED DUE TO SITE CONDITIONS, CONTACT THE ENGINEER FORINSTRUCTION PRIOR TO COMMENCING WORK.3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.4.ALL DIMENSIONS ARE PERPENDICULAR TO FACE OF BUILDING, WALLOR OTHER FIXED SITE IMPROVEMENT AND DIMENSIONS AT CURB AREFROM BACK OF CURB UNLESS OTHERWISE NOTED.5.ALL INTERSECTING ELEMENTS SHALL BE INSTALLED AT 90 DEGREESTO EACH OTHER UNLESS OTHERWISE NOTED.GENERAL NOTES1.CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TOSTARTING WORK.2.IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANYDISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS INTHE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS/HER DUTY TO IMMEDIATELY INFORM THE ENGINEER,IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.3.LOCATIONS OF THE EXISTING UTILITIES SHOWN WITHIN THE PLANWERE DERIVED FROM INFORMATION PROVIDE BY THE LOCAL UTILITY OR SHOWN WITHIN THE SURVEY. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGETO EXISTING UTILITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLSETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS.6.ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEETALL FEDERAL, STATE AND LOCAL CODE. ALL RAMPS AND PAVINGTO CONFORM TO ADA STANDARDS.7.NOTIFY THE CITY INSPECTOR AND PROJECT ENGINEER TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OFCONSTRUCTION.8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,REFERENCE POINTS, AND STAKES.9.ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKEOUT.10.ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISESPECIFIED ON THE PLANS.11.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THATWORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, ANDADJOINING PROPERTY PROTECTED FROM DAMAGE.12.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTINGITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUETO CONSTRUCTION OPERATION.13.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNERAS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.14.GRADE ALL FINISHED SLOPES TO ENSURE POSITIVE DRAINAGEAWAY FROM THE BUILDING.ASHLEY BICE, PECIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221501.593.1298ASHLEY@KODAENGINEERING.COSTATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
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