HomeMy WebLinkAbout218 N.McKinley Parking Lot Addition - 8.29.21PROPOSEDRETAININGWALLPROPOSEDRETAININGWALLPROPOSEDRETAININGWALL5' SIDEWALKPER PW-419.0'
9.0'EXISTINGCURBADA COMPLIANTACCESS RAMP PERDETAIL PW-515' WIDE, ADA COMPLIANTCROSSING REQ'D.2% CROSS SLOPE MAX.OT OT
OT
MCKINLEY STREET
27' ASPHALT
15' ROAD DEDICATION
(30' FROM CENTERLINE)DEED: EAST: 150'MEASURES: S88° 26' 46" E, 149.83'DEED: NORTH: 87.50'MEASURES: N01° 26' 23" E, 86.84'DEED: WEST: 150'MEASURES: N88° 17' 35" W, 149.46'DEED: SOUTH: 87.50'
MEASURES: S01° 41' 23" W, 87.24'WATER METERPOWER POLEPHONE LINEPOWER METER(NEW)POWER LINEPOWER METER6" TREEPOWER LINE10" TREE12" TREE24" TREE10" TREE16" TREEDEED: WEST, 15'POWER LINEDEED: SOUTH: 490'
NOT TO SCALE
OT CONCRETE MONUMENTFOUNDREBAR FOUNDREBAR FOUNDNAIL FOUNDTBM TOP OF FIREHYDRANT381.82'15.6'45.5'33.5'16.0'010611ADA COMPLIANTACCESS RAMP PERDETAIL PW-51R15.0'R3
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0
'R3.0'6.0'07R5.0'20.0'20.0'20.0'20.0'R2.0'R2.0'16.0'20.0'46.0'11.5'8.0'64.0'20.0'RAMP DOWNPROPOSEDADDITIONEXISTINGBUILDINGRAMP DOWNCONCRETE DRIVEWAYAPRON PER PW-31 & PW-34PROJECT NO.SHEET NO.CHECK:DRAWN:PLAN DATE:DESIGN:CONSTRUCTION PLANS FOR:REVISIONS AND ISSUES BYDATE PREPARED BY:CIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221ASHLEY@BICECONSULTING.US(501) 593-1298ASHLEY BICE, PE218 N. McKinley Street
LITTLE ROCK, AR 722058/23/202121-089SITE DIMENSION PLANC1.0GENERAL 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 PHYSICALCONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS INTHE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, ITSHALL BE HIS/HER DUTY TO IMMEDIATELY INFORM THE ENGINEER,IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THESAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTILAUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.3.LOCATIONS OF THE EXISTING UTILITIES SHOWN WITHIN THE PLANWERE DERIVED FROM INFORMATION PROVIDE BY THE LOCALUTILITY OR SHOWN WITHIN THE SURVEY. CONTRACTOR TOUNCOVER AND MARK UTILITY LINES BEFORE STARTINGCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANYDAMAGE TO EXISTING UTILITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLSETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREONBEFORE BEGINNING CONSTRUCTION.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE STATE AND LOCAL GOVERNMENTAGENCY 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 ENGINEERTWENTY-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 LIMITSDUE TO CONSTRUCTION OPERATION.13.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB ANDGUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHERSTRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANYMANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACEDOR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.14.GRADE ALL FINISHED SLOPES TO ENSURE POSITIVE DRAINAGEAWAY FROM THE BUILDING.SCALE20100510NORTHSURVEY INFORMATION:SURVEY PROVIDED BYCUNNINHAM SURVEYING, LLCAND DATED NOVEMBER 10, 2020.FLOODPLAIN INFORMATIONAccording to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Map No.400013C0310E, with the effective date of June 2, 2011, 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.STATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
CE
EXISTINGCURBTW- 389.50BW- 389.00TW- 388.00BW- 387.00TW- 391.50BW- 390.00395390
3
8
5
395 3903
8
5
OT OT
OT
MCKINLEY STREET
27' ASPHALT
15' ROAD DEDICATION
(30' FROM CENTERLINE)DEED: EAST: 150'MEASURES: S88° 26' 46" E, 149.83'DEED: NORTH: 87.50'MEASURES: N01° 26' 23" E, 86.84'DEED: WEST: 150'MEASURES: N88° 17' 35" W, 149.46'DEED: SOUTH: 87.50'
MEASURES: S01° 41' 23" W, 87.24'6" TREE10" TREE12" TREE24" TREE10" TREE16" TREEDEED: WEST, 15'INLET FULL OF DIRTINLETTOP- 380.64'FL- 378.35'DEED: SOUTH: 490'
NOT TO SCALE
OT CONCRETE MONUMENTFOUNDREBAR FOUNDREBAR FOUNDNAIL FOUNDTW- 386.50BW- 386.00TW- 389.50BW- 389.00TW- 386.00BW- 384.00TW- 387.00BW- 385.00387385
384
383
382390389 385
384
38
3
382386388
381
386
388389
3
8
4
3
8
3
3
8
2
3
8
6
387
388
389
391392 393394384
383
3
8
6 387388389391392393394
382
381PROPOSEDADDITIONEXISTINGBUILDINGTW- 390.00BW- 388.00384
383 388.09381.01381.51381.41EX-380.25381.66381.26386.98384.00388.53389.25390.22390.61391.21390.79390.83390.61394.05394.98394.98390.39390.21390.03EX-380.50380.91381.16385.92386.61383.90389.97389.32394.00392.60392.65392.54392.49390.89390.89390.79381.76385
388389
388
PROJECT NO.SHEET NO.CHECK:DRAWN:PLAN DATE:DESIGN:CONSTRUCTION PLANS FOR:REVISIONS AND ISSUES BYDATE PREPARED BY:CIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221ASHLEY@BICECONSULTING.US(501) 593-1298ASHLEY BICE, PE218 N. McKinley Street
LITTLE ROCK, AR 722058/23/202121-089SITE GRADING PLANC2.0SCALE20100510NORTHSURVEY INFORMATION:SURVEY PROVIDED BYCUNNINHAM SURVEYING, LLCAND DATED NOVEMBER 10, 2020.FLOODPLAIN INFORMATIONAccording to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Map No.400013C0310E, with the effective date of June 2, 2011, 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.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 PHYSICALCONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS INTHE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, ITSHALL BE HIS/HER DUTY TO IMMEDIATELY INFORM THE ENGINEER,IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THESAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTILAUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.3.LOCATIONS OF THE EXISTING UTILITIES SHOWN WITHIN THE PLANWERE DERIVED FROM INFORMATION PROVIDE BY THE LOCALUTILITY OR SHOWN WITHIN THE SURVEY. CONTRACTOR TOUNCOVER AND MARK UTILITY LINES BEFORE STARTINGCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANYDAMAGE TO EXISTING UTILITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLSETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREONBEFORE BEGINNING CONSTRUCTION.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE STATE AND LOCAL GOVERNMENTAGENCY 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 ENGINEERTWENTY-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 LIMITSDUE TO CONSTRUCTION OPERATION.13.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB ANDGUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHERSTRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANYMANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACEDOR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.14.GRADE ALL FINISHED SLOPES TO ENSURE POSITIVE DRAINAGEAWAY FROM THE BUILDING.STATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
CE
PROJECT NO.SHEET NO.CHECK:DRAWN:PLAN DATE:DESIGN:CONSTRUCTION PLANS FOR:REVISIONS AND ISSUES BYDATE PREPARED BY:CIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221ASHLEY@BICECONSULTING.US(501) 593-1298ASHLEY BICE, PE218 N. McKinley Street
LITTLE ROCK, AR 722058/23/202121-089SITE DETAILSC3.0STATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
CE