R:\Design\Airport\GSP PARKIG\PLOTS\SHT0.dgn dmatkinson 0-OCT-204 5:6 SC-4 LIE 2 ADD 2'-0" CURB AD GUTTER SHEET IDEX SHEET O. DESCRIPTIO SHEET TOTALS FED. RD. PROJECT ROUTE SHEET STATE COUTY FILE O. DIV. O. O. O. O. GREEVILLE/ 3 S.C. SPARTABURG TITLE SHEET 2 ESTIMATED QUATITIES 3 COSTRUCTIO DETAILS 5 GEERAL OTES D PLA SHEET TC-TC3 TRAFFIC COTROL SHEETS - 3 TOTAL 7 GREEVILLE-SPARTABURG AIRPORT DISTRICT PROPOSED DRAIAGE IMPROVEMETS GREEVILLE-SPARTABURG AIRPORT VICIITY MAP PROJECT LOCATIO DRAIAGE IMPROVEMETS PDES Disturbed AREA= 0.0 ACRES Approximate Location of Project LATITUDE LOGITUDE o 35 53'25" o 82 2'46" I-85 -- RAILROAD IVOLVEMET PROJECT SITE O COSULTIG IEERIG TEAM LAYOUT OT TO SCALE MAP OF GREEVILLE SPARTABURG AIRPORT A UIT OF MICHAEL BAKER CORPORATIO 3 DAYS BEFORE DIGGIG I CALL 8 8 (SC8).SC8.COM ALL UTILITIES MAY OT BE A MEMBER OF SC8 EQUALITIES I STATIOIG: OE OTE: ALL ORKMASHIP AD MATERIAL O THIS PROJECT TO COFORM ITH DEPARTMET OF TRASPORTATIO STADARD SPECIFICATIOS FOR HIGHAY COSTRUCTIO (LATEST EDITIO) AD BOOK OF STADARD DRAIGS. FOR COSTRUCTIO PLA: DATE
SUMMARY OF ESTIMATED QUATITIES SUMMARY OF ESTIMATED QUATITIES FAA A.I.P. : OCTOBER, 204 2
2" HOT MIX 2" HOT MIX PAVEMET SURFACE COURSE TYPE D SACUT FULL DEPTH PAVEMET (ICLUDIG BASE) TO CREATE A STRAIGHT, CLEA EDGE. PAVEMET SURFACE COURSE TYPE D SACUT FULL DEPTH PAVEMET (ICLUDIG BASE) TO CREATE A STRAIGHT, CLEA EDGE. LIMITS OF BACKFILL VARIABLE SECTIO MACADAM BASE COURSE (6" UIFORM) TRECH ALL ' MI. ' MI. ' TYP. BACKFILL ITH FLOABLE FILL PER SECTIO 20 SCDOT STADARD SPECIFICATIOS LIMITS OF BACKFILL VARIABLE SECTIO MACADAM BASE COURSE (6" UIFORM) TRECH ALL ' MI. OVERLAP ' MI. ' MI. ' TYP. O. 57 STOE GEOTEXTILE FABRIC 0" O-PERFORATED SCHEDULE 80 PVC 4" STOE BEDDIG (MIIMUM) 0" PERFORATED SCHEDULE 80 PVC 4" STOE BEDDIG (MIIMUM) OTES: OTES: COMPACTED SUBGRADE. FOR PIPE ISTALLATIO PLEASE REFER TO SCDOT AD SULEMETAL TECHICAL SPECIFICATIOS SC-M-74. COMPACTED SUBGRADE. FOR PIPE ISTALLATIO PLEASE REFER TO SCDOT AD SULEMETAL TECHICAL SPECIFICATIOS SC-M-74. 2. MIX DESIG FOR FLOABLE FILL SHALL FOLLO TABLE, EXCAVATABLE SECTIO OF SC-M-20. 0" O-PERFORATED PIPE PLACEMET & PAVEMET PATCH DETAIL 0" PERFORATED PIPE PLACEMET & PAVEMET PATCH DETAIL FRAME AD LID EEAH R-973 OR EQUAL. BOLT LID TO FRAME ITH OE SELF TAIG SS CAP SCRE. 24" DIAMETER COCRETE COLLAR (3,000 PSI) HMA SURFACE COURSE TYPE D (200 LBS / SY) I BITUMIOUS PAVEMET ALL OF DRAIAGE STRUCTURE () FIISHED GRADE MACADAM BASE COURSE (6" UIFORM) 7" 0" (MI) 6" MI. E COCRETE COLLAR 0" PVC PIPE 4" (TYP) 3'-0" TYP. UDERDRAI TRECH LIMITS (TYP.) 45 BED REIFORCEMET SKE VARIES (45 MI.) 0" PVC PIPE 45 YE (45 BED AT ED OF LIE) OTE: ALL ITEMS ECESSARY TO ISTALL CLEAOUT ICLUDIG FILTER MATERIAL, FILTER FABRIC, COCRETE, BITUMIOUS SURFACE COURSE, FITTIGS, ETC., SHALL BE ICIDETAL TO COST OF 0" PVC CLEAOUT I THIS OTE. 0" PVC CLEAOUT OTE: COST OF COECTIG TO STRUCTURE SHALL BE ICIDETAL TO COST OF UDERDRAI. UDERDRAI COECTIO TO EXIST. STRUCTURE STADARD DETAILS FAA A.I.P. : OCTOBER, 204 3
AeccDbCogoPoint (AeccLand00) :4945.35 E:63628.00 COSTRUCT CLEAOUT IVERT ELEV. 887.75 :4828.6 E:636309.60 PLACE 85' OF 0" O-PERFORATED (COTIUED BELO) COSTRUCT CLEAOUT IVERT ELEV. 88.80 6' CHAILIK FECE O ALL COSTRUCT CLEAOUT IVERT ELEV. 893.0 REPAVE AREA ITH 6" MACADAM BASE AD 2" HOT MIX SURFACE SIG SIG 20.0' PLACE 0' OF O-PERFORATED PIPE SCHEDULE 80 PVC EXCAVATE TRECH ' O BOTH SIDES OF 0" PERFORATED PIPE UDERDRAI, PER SHEET 3 24 PLACE 45' OF 0" PERFORATED PIPE UDERDRAI BACKFILL ITH 2" O. 57 STOE RAED I GEOTEXTILE FABRIC 24 SIG 20.0' SIG PLACE 75' OF 0" O-PERFORATED SIG SIG 3 PLACE 85' OF 0" O-PERFORATED 33 MATCH LIE - SEE BELO COSTRUCT CLEAOUT IVERT ELEV. 895. COSTRUCT CLEAOUT IVERT ELEV. 875.00 CATCH BASI TOP: 878.3 THROAT: 877.34 ALL ' COCRETE PLACE TYPE F EIGHTED ILET FILTER COTROL PT. # 3674 IE I: 876.48 6" C IE OUT: 874.0 8" RCP :463.76 E:636546.07 Z:879.23 6' CHAILIK FECE /BARBED IRE PLACE 8' OF 0" O-PERFORATED TIE TO EXIST. STRUCTURE IVERT ELEV. 874.80 SIG PLACE 50' OF 0" O-PERFORATED MATCH LIE - SEE ABOVE 20.0' SIG O PARKIG O PARKIG.50' CURB & GUTTER /UDERGROUD COSTRUCT CLEAOUT IVERT ELEV. 876.00 DRAIAGE PLA SHEET FAA A.I.P. PLACE 85' OF 0" O-PERFORATED (COTIUED ABOVE) CATCH BASI TOP: 878.46 THROAT: 877.37 IE: 872.60 8" RCP : OCTOBER, 204 "=20' D
OTE: OCE FLOABLE FILL AD MACADAM BASE HAVE BEE PLACED, COTRACTOR SHALL PLACE MAITEACE STOE OVER MACADAM BASE CREATIG A COTIUOUS DRIVIG SURFACE. UPO COMPLETIO OF PIPE ISTALLATIO, MAITEACE STOE IS TO BE REMOVED PRIOR TO PLACEMET OF HOT MIX. :4945.35 E:63628.00 :4828.6 E:636309.60 6' CHAILIK FECE O ALL SIG SIG 24 24 SIG SIG SIG SIG 3 33 MATCH LIE - SEE BELO OTE: OCE FLOABLE FILL AD MACADAM BASE HAVE BEE PLACED, COTRACTOR SHALL PLACE MAITEACE STOE OVER MACADAM BASE CREATIG A COTIUOUS DRIVIG SURFACE. UPO COMPLETIO OF PIPE ISTALLATIO, MAITEACE STOE IS TO BE REMOVED PRIOR TO PLACEMET OF HOT MIX. PLACE 3 - TYPE II BARRICADES TO BLOCK THRU TRAFFIC ALL ' COCRETE 6' CHAILIK FECE /BARBED IRE SIG MATCH LIE - SEE ABOVE CREATE 5' ORK BUFFER ITH BARRELS PLACED AT 5' ITERVALS. PLACE TAPE AROUD BARRELS. SIG O PARKIG O PARKIG.50' CURB & GUTTER /UDERGROUD TRAFFIC COTROL PHASE FAA A.I.P. : OCTOBER, 204 - ORK AREA "=20' TC
OTE: OCE FLOABLE FILL AD MACADAM BASE HAVE BEE PLACED, COTRACTOR SHALL PLACE MAITEACE STOE OVER MACADAM BASE CREATIG A COTIUOUS DRIVIG SURFACE. UPO COMPLETIO OF PIPE ISTALLATIO, MAITEACE STOE IS TO BE REMOVED PRIOR TO PLACEMET OF HOT MIX. :4945.35 E:63628.00 :4828.6 E:636309.60 CREATE 5' ORK BUFFER ITH BARRELS PLACED AT 5' ITERVALS. PLACE TAPE AROUD BARRELS. 6' CHAILIK FECE O ALL SIG SIG 24 24 SIG SIG SIG MAITAI SIGLE LAE OF THRU TRAFFIC MOVEMET SIG 3 33 MATCH LIE - SEE BELO - ORK AREA OTE: OCE FLOABLE FILL AD MACADAM BASE HAVE BEE PLACED, COTRACTOR SHALL PLACE MAITEACE STOE OVER MACADAM BASE CREATIG A COTIUOUS DRIVIG SURFACE. UPO COMPLETIO OF PIPE ISTALLATIO, MAITEACE STOE IS TO BE REMOVED PRIOR TO PLACEMET OF HOT MIX. CATCH BASI TOP: 878.3 THROAT: 877.34 ALL ' COCRETE COTROL PT. # 3674 IE I: 876.48 6" C IE OUT: 874.0 8" RCP :463.76 E:636546.07 Z:879.23 /BARBED IRE MAITAI SIGLE LAE OF THRU TRAFFIC MOVEMET SIG 6' CHAILIK FECE MATCH LIE - SEE ABOVE CREATE 5' ORK BUFFER ITH BARRELS PLACED AT 5' ITERVALS. PLACE TAPE AROUD BARRELS. SIG O PARKIG O PARKIG.50' CURB & GUTTER /UDERGROUD TRAFFIC COTROL PHASE 2 FAA A.I.P. CATCH BASI TOP: 878.46 THROAT: 877.37 IE: 872.60 8" RCP : OCTOBER, 204 - ORK AREA "=20' TC2
OTE: OCE FLOABLE FILL AD MACADAM BASE HAVE BEE PLACED, COTRACTOR SHALL PLACE MAITEACE STOE OVER MACADAM BASE CREATIG A COTIUOUS DRIVIG SURFACE. UPO COMPLETIO OF PIPE ISTALLATIO, MAITEACE STOE IS TO BE REMOVED PRIOR TO PLACEMET OF HOT MIX. :4945.35 E:63628.00 :4828.6 E:636309.60 CREATE 5' ORK BUFFER ITH BARRELS PLACED AT 5' ITERVALS. PLACE TAPE AROUD BARRELS. 6' CHAILIK FECE O ALL SIG SIG 24 PLACE 2 - TYPE II BARRICADES TO BLOCK THRU TRAFFIC 24 SIG SIG SIG SIG CREATE 5' ORK BUFFER ITH BARRELS PLACED AT 5' ITERVALS. PLACE TAPE AROUD BARRELS. 3 33 MATCH LIE - SEE BELO MAITAI SIGLE LAE OF THRU TRAFFIC MOVEMET - ORK AREA OTE: OCE FLOABLE FILL AD MACADAM BASE HAVE BEE PLACED, COTRACTOR SHALL PLACE MAITEACE STOE OVER MACADAM BASE CREATIG A COTIUOUS DRIVIG SURFACE. UPO COMPLETIO OF PIPE ISTALLATIO, MAITEACE STOE IS TO BE REMOVED PRIOR TO PLACEMET OF HOT MIX. CATCH BASI TOP: 878.3 THROAT: 877.34 ALL ' COCRETE COTROL PT. # 3674 IE I: 876.48 6" C IE OUT: 874.0 8" RCP :463.76 E:636546.07 Z:879.23 6' CHAILIK FECE /BARBED IRE SIG MATCH LIE - SEE ABOVE O PARKIG O PARKIG.50' CURB & GUTTER /UDERGROUD SIG TRAFFIC COTROL PHASE 3 FAA A.I.P. CATCH BASI TOP: 878.46 THROAT: 877.37 IE: 872.60 8" RCP : OCTOBER, 204 "=20' TC3