20190529_Designs.pdf

PDF 659 KB Posted

Attached to
Construct Curbing - Perimeter Road Federal contract opportunity
Solicitation number
FA663319Q_A001
Issued by
Department of the Air Force Reserve Command

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20191706_Amend1_MFR.pdf PDF
20190530_Solicitation_-_FA663319QA001.pdf PDF
20190529_SOW.pdf PDF
Wage_Determination.pdf PDF

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STORMWATER DRAINAGE POND

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SCO

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PAVILLION

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BLDG. 778

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BLDG. 750

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BLDG. 750

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BLDG. 756

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CONC. WALK

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CONC. WALK

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CONC. WALK

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PERIMETER FENCE - %%P8' W/ 3 STRAND BARBED WIRE TOP (TYP.)

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SIGN

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EX.MH 49C EL:827.78 IE:821.78

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10"VCP

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EX.MH DC EL:826.50 IE:817.50

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42"RCP

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EX.MH 3C EL:826.97 IE:819.07

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DESCRIPTION

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REVISION

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APPD'D

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BY

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CHECKED BY

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DRAWN BY

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PROJECT NO.

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DRAWING PATH

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DATE

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HORZ: 1":30' 1":30' VERT: NTSNTS

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13 APRIL 2019

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QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

AutoCAD SHX Text H:\8-ENGINEERING\Engineering\1. Projects\18.001--MSP Reserve Air H:\8-ENGINEERING\Engineering\1. Projects\18.001--MSP Reserve Air Station\70.Dwg\C201-C202 - SITE PLAN - ROAD.dwg

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RBCRBC

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560 RHS DESIGN CELL560 RHS DESIGN CELL

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100% DESIGN

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SHEET DESIGNATOR

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C201 - SITE PLAN - ROADC201 - SITE PLAN - ROAD

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DEPARTMENT OF THE AIR FORCEDEPARTMENT OF THE AIR FORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

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TYP

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4.5" ASPH. OVER 6" GABC IAW A/C60

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AutoCAD SHX Text GENERAL NOTES 1. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. 2. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. 3. PRIOR TO ANY WORK, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL PRIOR TO ANY WORK, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EXISTING UTILITIES VIA AN APPROVED AF FORM 103, WORK CLEARANCE REQUEST (AKA DIG PERMIT). CONTRACTOR SHALL COORDINATE THIS WROK WITH THE COR. CONSTRACTOR SHALL ALSO CONTACT UTILITY LOCATE SERVICE FOR UTILITIES NOT OWNED BY JRB MSP. 4. ALL DIMENSIONS SHOWN ARE FROM FACE OF CURB UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOWN ARE FROM FACE OF CURB UNLESS OTHERWISE SPECIFIED. 5. EXACT UTILITY LOCATIONS SHALL BE VERIFIED. UTILITY LOCATIONS ARE SKETCHED IN BASED EXACT UTILITY LOCATIONS SHALL BE VERIFIED. UTILITY LOCATIONS ARE SKETCHED IN BASED XACT UTILITY LOCATIONS SHALL BE VERIFIED. UTILITY LOCATIONS ARE SKETCHED IN BASED ON GIS AND SCALED AS BUILT DRAWINGS.

AutoCAD SHX Text KEYNOTES 1. INSTALL HANDICAP RAMP IAW CIVIL DETAILS A/C621. INSTALL HANDICAP RAMP IAW CIVIL DETAILS A/C621. 2. TRANSITION TO FLUSH CURB AND GUTTER OVER 3'. TRANSITION TO FLUSH CURB AND GUTTER OVER 3'. 3. TIE INTO EXISTING PAVEMENT IAW CIVIL DETAILS A/C621. TIE INTO EXISTING PAVEMENT IAW CIVIL DETAILS A/C621. 4. INSTALL 6"X6" POST GATE WITH SUSPENDED CHAIN TO PREVENT VEHICLE ENTRY. INSTALL 6"X6" POST GATE WITH SUSPENDED CHAIN TO PREVENT VEHICLE ENTRY. 5. INSTALL HANDICAP ACCESSIBLE PARKING AND RAMP IAW CIVIL DETAILS F/C621. INSTALL HANDICAP ACCESSIBLE PARKING AND RAMP IAW CIVIL DETAILS F/C621. 6. INSTALL CURB IAW CIVIL DETAILS C/C620. INSTALL CURB IAW CIVIL DETAILS C/C620. 7. FORM CURB AND GUTTER AT STORM DRAIN INLETS AS SHOWN AND IAW CIVIL DETAILS FORM CURB AND GUTTER AT STORM DRAIN INLETS AS SHOWN AND IAW CIVIL DETAILS C/C620. 8. INSTALL NEW CROSSWALK IAW CIVIL DETAILS H/C621. INSTALL NEW CROSSWALK IAW CIVIL DETAILS H/C621. 9. INSTALL 4" WHITE STRIPES AT 45 ANGLE AND 2' ON CENTER.INSTALL 4" WHITE STRIPES AT 45° ANGLE AND 2' ON CENTER.

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PROJECT LIMITS

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CIVIL LEGEND - SITE

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3" ASPHALT OVER 4" GABC IAW H/C620

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NEW 18" CURB AND GUTTER IAW C/C620

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NEW CONCRETE PARKING BUMPER INSTALL IAW...

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6" HEAVY DUTY CONCRETE IAW B&G/C620

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4" CONCRETE WALKS IAW E/C620

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PARKING SPACES - STRIPE WITH 4" SINGLE WHITE SOLID LINE

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NEW TRAFFIC SIGNAGE - INSTALL IAW CIVIL DETAILS B/C621

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WV

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STORMWATER DRAINAGE POND

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BLDG. 778

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BLDG. 777

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CONC. WALK

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EX.MH 49C EL:827.78 IE:821.78

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BLDG. 750

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BLDG. 750

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CONC. WALK

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EX.MH DC EL:826.50 IE:817.50

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42"RCP

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54" RCP

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EX.MH 3C EL:826.97 IE:819.07

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EX.MH 1C EL:826.93 IE:817.63

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HORZ: 1":30' 1":30' VERT: NTSNTS

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13 APRIL 2019

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QJKL 11-0026, QJKL 16-0005QJKL 11-0026, QJKL 16-0005

AutoCAD SHX Text h:\8-engineering\engineering\1. projects\18.001--msp reserve air h:\8-engineering\engineering\1. projects\18.001--msp reserve air station\70.Dwg\C201-C202 - SITE PLAN - ROAD.dwg

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RBCRBC

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560 RHS DESIGN CELL560 RHS DESIGN CELL

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100% DESIGN

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SHEET DESIGNATOR

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C202 - SITE PLAN - ROADC202 - SITE PLAN - ROAD

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DEPARTMENT OF THE AIR FORCEDEPARTMENT OF THE AIR FORCE

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USAFRUSAFR

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560 REDHORSE SQUADRON560 REDHORSE SQUADRON

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JOINT BASE CHARLESTON, SCJOINT BASE CHARLESTON, SC

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934TH AIRLIFT WING934TH AIRLIFT WING

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RUNNING TRACK AND PERIMETER RUNNING TRACK AND PERIMETER ROAD IMPROVEMENTS

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MINNEAPOLIS/ST. PAULMINNEAPOLIS/ST. PAUL

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JOINT AIR RESERVE STATIONJOINT AIR RESERVE STATION

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4.5" ASPH. OVER 6" GABC IAW A/C60

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AutoCAD SHX Text GENERAL NOTES 1. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. PROJECT DATUM BASED UPON NAD 83, UTM 15 NORTH AND GEOID 12 A. 2. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. UNLESS OTHERWISE NOTED EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. 3. PRIOR TO ANY WORK, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL PRIOR TO ANY WORK, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EXISTING UTILITIES VIA AN APPROVED AF FORM 103, WORK CLEARANCE REQUEST (AKA DIG PERMIT). CONTRACTOR SHALL COORDINATE THIS WROK WITH THE COR. CONSTRACTOR SHALL ALSO CONTACT UTILITY LOCATE SERVICE FOR UTILITIES NOT OWNED BY JRB MSP. 4. ALL DIMENSIONS SHOWN ARE FROM FACE OF CURB UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOWN ARE FROM FACE OF CURB UNLESS OTHERWISE SPECIFIED. 5. EXACT UTILITY LOCATIONS SHALL BE VERIFIED. UTILITY LOCATIONS ARE SKETCHED IN BASED EXACT UTILITY LOCATIONS SHALL BE VERIFIED. UTILITY LOCATIONS ARE SKETCHED IN BASED XACT UTILITY LOCATIONS SHALL BE VERIFIED. UTILITY LOCATIONS ARE SKETCHED IN BASED ON GIS AND SCALED AS BUILT DRAWINGS.

AutoCAD SHX Text KEYNOTES 1. INSTALL HANDICAP RAMP IAW CIVIL DETAILS A/C621. INSTALL HANDICAP RAMP IAW CIVIL DETAILS A/C621. 2. TRANSITION TO FLUSH CURB AND GUTTER OVER 3'. TRANSITION TO FLUSH CURB AND GUTTER OVER 3'. 3. TIE INTO EXISTING PAVEMENT IAW CIVIL DETAILS A/C621. TIE INTO EXISTING PAVEMENT IAW CIVIL DETAILS A/C621. 4. INSTALL 6"X6" POST GATE WITH SUSPENDED CHAIN TO PREVENT VEHICLE ENTRY. INSTALL 6"X6" POST GATE WITH SUSPENDED CHAIN TO PREVENT VEHICLE ENTRY. 5. INSTALL HANDICAP ACCESSIBLE PARKING AND RAMP IAW CIVIL DETAILS F/C621. INSTALL HANDICAP ACCESSIBLE PARKING AND RAMP IAW CIVIL DETAILS F/C621. 6. INSTALL CURB IAW CIVIL DETAILS C/C620. INSTALL CURB IAW CIVIL DETAILS C/C620. 7. FORM CURB AND GUTTER AT STORM DRAIN INLETS AS SHOWN AND IAW CIVIL DETAILS FORM CURB AND GUTTER AT STORM DRAIN INLETS AS SHOWN AND IAW CIVIL DETAILS C/C620. 8. INSTALL NEW CROSSWALK IAW CIVIL DETAILS H/C621. INSTALL NEW CROSSWALK IAW CIVIL DETAILS H/C621. 9. INSTALL 4" WHITE STRIPES AT 45 ANGLE AND 2' ON CENTER.INSTALL 4" WHITE STRIPES AT 45° ANGLE AND 2' ON CENTER.

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PROJECT LIMITS

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CIVIL LEGEND - SITE

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3" ASPHALT OVER 4" GABC IAW H/C620

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NEW 18" CURB AND GUTTER IAW C/C620

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NEW CONCRETE PARKING BUMPER INSTALL IAW...

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6" HEAVY DUTY CONCRETE IAW B&G/C620

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4" CONCRETE WALKS IAW E/C620

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PARKING SPACES - STRIPE WITH 4" SINGLE WHITE SOLID LINE

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NEW TRAFFIC SIGNAGE - INSTALL IAW CIVIL DETAILS B/C621

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TYP

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TYP

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TYP

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