COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY
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- Carmel Strickland
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1 MIN. MX. LP SPLIE S REQUIRED Y DESIN TOP ND OTTOM S REQUIRED Y DESIN PREST PREST MODULR EMEDMENT LP THIKNESS SPLIE EPOXY OTED x ROUTED SPLIE MIN. HMER OUPLER SPN (S) ROUT PORT DETIL, SEE DESIN NOTE 6 SEE DRWIN NOTE 11 RISE (R) OPTIONL THIKNESS ONSTRUTION JOINT S REQUIRED Y DESIN (2'-0" MINIMUM) LEVELIN DEVIE, S REQUIRED S REQUIRED SEE DESIN Y DESIN Y DESIN NOTE 6 S REQUIRED Y DESIN ENERL NOTES USE O THIS STNDRD REQUIRES PERMISSION ROM THE DISTRIT RIDE ENINEER. THE STNDRD IS INTENDED TO E UTILIZED Y DESINERS O ELERTED RIDE ONSTRUTION PROJETS ND Y ONTRTORS OR VLUE ENINEERIN OR DESIN-UILD PROJETS. DESIN NOTES DESIN SPEIITIONS: SHTO LRD "RIDE DESIN SPEIITIONS" ND S SUPPLEMENTED Y THE DESIN MNUL, PRT 4, STRUTURES. IN PREST ONRETE, PROVIDE 1 " ONRETE OVER ON RS ND ROUTED SPLIE OUPLERS, EXEPT S NOTED IN THE INSTRUTIONS ELOW. PLE OOTINS IN ORDNE WITH DESIN MNUL, PRT INDITE MXIMUM TORED DESIN OUNDTION PRESSURE ND TORED ERIN RESISTNE ON PLNS. PREST ND.I.P. OOTIN TYPES SHOWN RE INTERHNLE WITHIN THE PREST TYPES SHOWN. OR PREST ONRETE SUSTRUTURE STNDRDS, REER TO STNDRD DRWIN DTD. OR DETILS ND, SEE SHEET OR PREST S "T RDE" (i.e. 2'-0" O ILL OR PVEMENT) N DDITIONL 5" MINIMUM ST IN PLE REINORED ONRETE DEK MY E REQUIRED Y THE DISTRIT RIDE ENINEER. OR DEK ONNETION DETILS, SEE SHEET OR DEK ONNETION DETIL OR VRILE DEPTH ONRETE DEKS, THE DEK WILL E INDEPENDENT O NHOR HOOK ND MUST MINTIN LERNE ND OLLOW ROSS SLOPE. DETILS SHOWN RE OR REINORIN STEEL RS. I WELDED WIRE RI IS USED, OLLOW MTERIL REQUIREMENTS ND PLEMENT DETILS ON D-632M SHEET 4, S PPLILE. DRWIN NOTES PROVIDE MTERILS ND PERORM WORK IN ORDNE WITH THE URRENT VERSION O THE PENNSYLVNI DEPRTMENT O TRNSPORTTION PULITION 40 DED LODS: INLUDE SURE RE WEIHT O 30 P.S.. ON THE TOP OR UTURE WERIN SURE. PROVIDE RDE 60 DEORMED REINORIN STEEL RS THT MEET THE REQUIREMENTS O STM 615, 996 OR 70 DO NOT WELD REINORIN STEEL RS UNLESS SPEIIED. DO NOT USE RIL STEEL ( 996) REINORIN RS WHERE ENDIN OR WELDIN O RS IS INDITED. PROVIDE MINIMUM EMEDMENT ND SPLIE LENTHS IN ORDNE WITH STNDRD DRWIN -736M, UNLESS OTHERWISE INDITED. USE EPOXY OTED RS IN THE OLLOWIN LOTIONS: IN THE ST IN PLE DEK I DEK IS USED. IN THE TOP I ST IN PLE DEK IS NOT USED. LL URS ND RRIERS. WHERE THE RS RE SPLIED WITH EPOXY OTED ROUTED SPLIE OUPLERS. LL J-RS ND L-RS PROTRUDIN ROM THE OOTIN INTO THE. USE EPOXY ONDIN OMPOUND WHERE EVER ST-IN-PLE EMENT ONRETE OMES IN ONTT WITH PREST EMENT ONRETE. THE EPOXY ONDIN OMPOUND IS TYPE 2, RDE 2, S DESRIED IN STM PROVIDE WTERPROOIN MEMRNE S PER PU.408, SETION 680.2(a) OR 680.2(b) OR THE ENTIRE TOP WIDTH ND LENTH O THE ND 2'-0" MIN. WIDTH LON THE SIDE JOINTS. OR DDITIONL WTERPROOIN DETILS, SEE SHEET 2 ND -788M. OMIT ON TOP WHEN ST IN PLE DEK IS USED. USE ORMED WEEPHOLES, T MXIMUM SPIN O 15'-0", PLED T MINIMUM OVE NORML LOW LINE, OR DETILS, SEE -751M. OR WEEPHOLE PLEMENT, THE WEEPHOLE LOTION MY E DJUSTED Y MXIMUM O 2" IN NY DIRETION, OR RELOTE Y MXIMUM O ". DO NOT UT RS. NO DDITIONL WEEPHOLE WILL E REQUIRED. THREDED INSERTS TO E INORPORTED IN PREST ND DETILED Y THE RITOR. PREST OOTIN.I.P. OOTIN 1 OR HYDRULI DESIN REER TO DESIN MNUL, PRT OR RIDE RILIN POSTS, THOROUHLY OT LL SURES O THE SE PLTES IN ONTT WITH ONRETE WITH ULKIN OMPOUND PRIOR TO ERETION. TER TYPIL SETION (PINNED SUPPORT) 1 DESIN PREST REINORED ONRETE S TO HVE MINIMUM VERTIL LERNE O 3'-0" ROM THE STREM ED. ERETION ND LINMENT, SEL OPENINS ETWEEN THE METL SURES ND THE ONRETE WITH ULKIN OMPOUND MEETIN THE REQUIREMENTS O SETION 705, PU DUTS MY E PLED T EITHER ORNER OR HUNH TO STISY DESIN ND ONSTRUTION REQUIREMENTS. OR HUNH ND 1 OR OOTINS, TIE TOP ND OTTOM MTS O REINORIN STEEL WITH #4 TIE DETILS, SEE SHEET 5 ND -798M. LSO, RS T MXIMUM SPIN O 4'-0" IN OTH DIRETIONS. PROVIDE TIE RS DUTS MY E PLED IN THE S OR S REQUIRED Y DESIN. WITH 90 HOOK T ONE END ND 135 HOOK T THE OTHER END. LTERNTE 90 ND 135 HOOKS T TOP IN LTERNTE TIES. 1 SPEIY 4'-0" MINIMUM SEMENT LENTH ON THE ONTRT DRWINS. S REQUIRED Y DESIN 1 USE THIS STNDRD DRWIN IN ONJUNTION WITH THE PPLILE RODWY ONSTRUTION STNDRDS OR UIDE RIL. PREST THIKNESS PREST MODULR 1 MODIIED STRUTURE MOUNTED UIDE RIL RRIER HS EEN RNTED TL3 DESINTION Y HW ND MY E USED ON STRUTURES ON NON-NHS RODWYS ONLY. WHERE RIDE RRIERS WITH DESINTIONS RETER THN TL3 RE PROVIDED, SEPERTE DESIN IS REQUIRED. 1 OR WIN ONNETION ORNER DETILS, REER TO D-632M. 1 OR URIED STRUTURES, HED DESIN IS REQUIRED. DESIN DT: LP SPLIE ROUT PORT, SEE DESIN NOTE 6 x MIN. HMER SPN (S) SEE DRWIN NOTE 11 RISE (R) EPOXY OTED ROUTED SPLIE OUPLER SEE SHEET 4 OR DETILS THIKNESS DETIL S REQUIRED Y DESIN (2'-0" MINIMUM) I PVIN NOTH IS REQUIRED, REER TO D-632M. OR PREST, THE RITOR SHLL HEK TRNSPORTTION ND ERETION STRESSES, ND I NEESSRY, PROVIDE DDITIONL STRUTURL PITY TO MEET DEMND OR INDITE THT TEMPORRY INTERNL RIN IS REQUIRED IN THE ONTRT DOUMENTS. PEDESTLS MY E REQUIRED OR DEEP OOTIN ONSTRUTION. f'c = 5,000 P.S.I. MINIMUM OR PREST ONRETE f'c = 3,000 P.S.I. MINIMUM OR.I.P. ONRETE IN OOTIN (USE LSS EMENT ONRETE). f'c = 4,000 P.S.I. MINIMUM OR.I.P. ONRETE IN REINORED ONRETE DEK (USE LSS P EMENT ONRETE). fy = 60,000 P.S.I. OR STEEL REINORIN RS INSTRUTIONS: MINIMUM THIKNESS = 12" MINIMUM THIKNESS = 12" MINIMUM OVER OR TOP IN TOP O PREST RIID RME = 2" EXEPT USE WHEN IS T RDE ND ST-IN-PLE DEK IS NOT PROVIDED. MIN. MX. S REQUIRED Y DESIN TOP ND OTTOM PREST OOTIN LEVELIN DEVIE, SEE DESIN NOTE 6 S REQUIRED Y DESIN S REQUIRED Y DESIN S REQUIRED Y DESIN.I.P. OOTIN OMMONWELTH O PENNSYLVNI DEPRTMENT O TRNSPORTTION UREU O PROJET DELIVERY TYPIL SETION (IXED SUPPORT) R-11M R-12M LSSIITION O ERTHWORK OR STRUTURES KILL T STRUTURES STNDRD R-50M R-52M D-609M D-628M UIDE RIL TRNSITION T END O STRUTURE TYPE 2 STRON POST UIDE RIL P STRUTURE MOUNTED UIDE RIL RRIER RIDE PPROH S ELERTED RIDE ONSTRUTION DETILS OR PREST LEEND.I.P. : DENOTES ST-IN-PLE D-632M -706M -734M R.. OX ULVERT P STRUTURE MOUNTED UIDE RIL RRIER NHOR SYSTEMS : DENOTES INSIDE E : DENOTES OUTSIDE E : LOWLE KILL, TYPE -736M -751M -788M R RITION DETILS RIDE DRINE TYPIL WTERPROOIN ND EXPNSION DETILS SHEET 1 O 6 : PROVIDE P ( MIN. WIDTH) TO ILITTE INSTLLTION O SPLIE OUPLER ROUT. ILL P WITH NON-SHRINK ROUT TER. -798M MEHNIL ONNETION DETILS REERENE DRWINS HIE RIDE ENINEER DIRETOR, UR. O PROJET DELIVERY D-637M
2 LIMITS O MEMRNE WTERPROOIN ON ENTIRE TOP O UR TO UR EXEPT S NOTED, SEE DRWIN NOTE 7 ON SHEET SUESTED ONSTRUTION SEQUENE NOTES SUESTED ONSTRUTION SEQUENE PREST MODULR PREST OR PREST MODULR : NOTES OR PREST : INSTLL/ONSTRUT OOTINS. INSTLL/ONSTRUT OOTINS. ** SET ND RE PNELS. SET SETIONS IN PLE. ** VERTIL LIMITS O MEMRNE WTERPROOIN ON SHER KEY JOINTS LP TOP O ROUTED HORIZONTL JOINT DETIL LP * WTERPROOIN MEMRNE IN ORDNE WITH PU. 408, SETION 680.2(b) ROUT TOP PNELS ONTO PNELS. ROUT TO ONNETION SPLIE OUPLERS. (OR IXED SUPPORT ONDITION ONLY) ROUT TO OOTIN ONNETION SPLIE OUPLERS. ROUT KEYED JOINTS ETWEEN PNELS. REMOVE RIN.. (OR IXED SUPPORT ONDITION ONLY) ROUT TO OOTIN ONNETION SPLIE OUPLERS. ROUT KEYED JOINTS ETWEEN SETIONS.. (OR PINNED SUPPORT ONDITION ONLY) PLE ROUT IN OOTIN. (OR IXED SUPPORT ONDITION ONLY) PLE ROUT ETWEEN OOTIN ND S. (OR PINNED SUPPORT ONDITION ONLY) INSTLL WTERPROOIN MEMRNE. PLE ROUT IN OOTIN. KILL. (OR IXED SUPPORT ONDITION ONLY) PLE ROUT ETWEEN OOTIN ND S. PLE OVERLY OR ONSTRUT.I.P. ONRETE DEK. * PROVIDE 2'-0" WIDTH MEMRNE WTERPROOIN S PER PU. 408, SETION LON OUTSIDE E O LL JOINTS. PLE THE MEMRNE WTERPROOIN ON THE S EORE PLIN IT ON TOP O THE INSTLL WTERPROOIN MEMRNE. KILL. PLE OVERLY OR ONSTRUT.I.P. ONRETE DEK. PREST ONRETE (W) ** EXTEND WTERPROOIN MEMRNE TO TOP O ST-IN-PLE WHERE PPLILE. TYPIL SETION PREST ONRETE (W) SHER KEY JOINT O PREST O PREST JOINT WTERPROOIN MEMRNE THIK PREORMED ELLULR *** POLYSTYRENE *** 1'-0" 1'- *** MEMRNE WTERPROOIN ENT TO IT ND TOP O OOTIN S SHOWN, ULL LENTH. 1'-0" OR, WHERE PPLILE, OVE EPOXY OTED ROUTED SPLIE OUPLER ROUT PORTS MINIMUM. DETIL TOP O NON-SHRINK ROUT OOTIN 2" W+ NOTE : PROVIDE (W+2") x x " NEOPRENE LEVELIN PDS/SHER KEY ROUT STOPS. PLE PDS T THE ENDS O EH SEMENT, S REQUIRED. ILL WITH NON-SHRINK EPOXY ROUT TER. DETIL PREST ONRETE RIID RME EPOXY OTED ROUTED SPLIE OUPLER " MIN. THIKNESS NEOPRENE LEVELIN W+2" PD/SHER KEY ROUT STOP OOTIN W+ SETION - EPOXY OTED ROUTED SPLIE OUPLER USE MTHIN TEMPLTES OR PLEMENT O PREST MODULR RIID RME, OOTIN, ND EPOXY OTED ROUTED SPLIE OUPLERS TO ENSURE PROPER IT-UP. ONSULT MNUTURER O EPOXY OTED ROUTED SPLIE OUPLER OR INL DIMENSIONS, TOLERNES, ND INSTLLTION REOMMENDTIONS. USE OUPLER ROM ULLETIN 15 PPROVED MNUTURER. PLE NON-SHRINK ROUT SLIHTLY HIHER THN PLSTI SHIMS TO ENSURE ULL ONTT ETWEEN ONNETED SURES. EPOXY OTED ROUTED SPLIE OUPLER DIMENSION TOLERNES EMEDMENT LENTH LOTIONS O ND ONSULT MNUTURER ROUTED SPLIE OUPLER " S MESURED ROM P ETWEEN RS ONSULT MNUTURER SHER KEY JOINT PLSTI SHIM PK S REQUIRED, PROVIDED Y THE RITOR, 2 PER PNEL OR LOTION O DETILS ND, SEE SHEET 1'- 1'- NON-SHRINK ROUT O PREST 1'-0" 1'-0" THIK PREORMED ELLULR POLYSTYRENE TOP O OOTIN OOTIN ORMED EDE, MY EXTEND PST E OMMONWELTH O PENNSYLVNI DEPRTMENT O TRNSPORTTION UREU O PROJET DELIVERY STNDRD WTERPROOIN MEMRNE IN ORDNE WITH PU. 408, SETION 680.2(b) 1 " MIN. R ELERTED RIDE ONSTRUTION DETILS OR PREST TYPIL SETION T SHER KEY JOINT NOTE : NON-SHRINK ROUT IN RONT O NOT SHOWN OR LRITY. ONSTRUTION NOTES, WTERPROOIN & OOTIN ONNETION DETILS WTERPROOIN DETILS DETIL SHEET 2 O 6 PINNED SUPPORT SHOWN, IXED SUPPORT SIMILR. HIE RIDE ENINEER DIRETOR, UR. O PROJET DELIVERY D-637M
3 " ORM JOINT ON OTH ES ND ILL KEYWY WITH NON-SHRINK ROUT. W/2 ORM JOINT END E ND ILL KEYWY WITH NON-SHRINK ROUT. TOP O KER ROD T/2 T/4 T/4 T/4 T/2 T/4 " SEL WITH KER ROD. NON-SHRINK ROUT W/4 PLSTI SHIM PK PROVIDED Y RITOR, 2 PER PNEL ONSTRUTION JOINT SETION - D D (W) W/4 W/2 W/4 SETION D-D (W) ELEVTION NOTE : ND SYSTEM ELEMENTS NOT SHOWN OR LRITY. PREST SHER KEY DETILS ƒ" LVNIZED THREDED 90 HOOK 5" MINIMUM 1'-0".. OTH DIRETIONS. 3 REQ'D. LVNIZED THREDED INSERT OR HOOKS, SEE DRWIN NOTE 9 ON SHEET TRNSVERSE SETION THE INSIDE ES O LL SHER KEYS ND SSOITED DUT HND HOLES SHLL HVE N EXPOSED RETE INISH. TYPIL DEK VRILE DEPTH ONRETE DEK 5" 2, SEE DESIN NOTE 9 ON SHEET 1 ROSS SLOPE OR DDITIONL DETILS ND NOTES, SEE -798M. PROVIDE ORMWORK OR ROUTIN WHIH IS LIQUID TIHT. OMMONWELTH O PENNSYLVNI DEPRTMENT O TRNSPORTTION UREU O PROJET DELIVERY STNDRD LONITUDINL SETION ELERTED RIDE ONSTRUTION DETILS OR PREST NOTE : OR TYPIL ST-IN-PLE DEK, SEE D-632M. DEK ONNETION DETILS DEK ONNETION & SHER KEY DETILS SHEET 3 O 6 HIE RIDE ENINEER DIRETOR, UR. O PROJET DELIVERY D-637M
4 1 1/2" TO MIN. MIN. 5" MIN. TOP O SH. 40 PV DUT 6ƒ" EYOND POST- TENSIONIN. ENT TO VOID INTERERENE WITH. TOP O TIE IRST #4 DIONL TO R SH. 40 PV DUT 6ƒ" END RS TO VOID x5"x6ƒ" TRNSVERSE POST- TENSION DUT HUNH 1 MIN. x5"x6ƒ" 3-#4 DIONL PLED EHIND HUNH INTERERENE WITH. 1 " TO #4 DIONL R TO EXTEND TO EXISTIN T END O SETION WITH DUT (INSIDE E) #4 DI. MIN. 12" MX. 2 EQUL SPES ELEVTION SETION - ELEVTION SETION - TYPIL HUNH DETIL ON PREST LTERNTE HUNH DETIL ON PREST H MIN. TOP O MIN. 5" MIN. TRNSVERSE x5"x6ƒ" SH. 40 PV DUT 6ƒ" DUT EPOXY OTED ROUTED SPLIE OUPLER ONSTRUTION JOINT WITH NON-SHRINK ROUT 1 " #4 DIONL R TO EXTEND TO EXISTIN T END O PNEL WITH. PNEL HUNH PNEL EPOXY OTED ROUTED SPLIE OUPLER 1 " OR EPOXY OTED ROUTED SPLIE OUPLER DETILS, SEE SHEET OR DETILS ND NOTES, SEE SHEET MODULR INSIDE E ND OUTSIDE E ROUTED SPLIE OUPLERS MY NOT NEESSRILY E THE SME SIZE; THEREORE, THEIR RESPETIVE "" ND "" DIMENSIONS, S SHOWN HERE, MY NOT E THE SME. HMER EXPOSED EDES O PREST ONRETE ƒ" Y ƒ". H ELEVTION S REQUIRED Y DESIN SETION H-H OMMONWELTH O PENNSYLVNI DEPRTMENT O TRNSPORTTION UREU O PROJET DELIVERY NOTE : EPOXY OTED ROUTED SPLIE OUPLER MY E RE-ORIENTED WITH ROUT PORTS TO O WHERE REQUIRED TO VOID INTERERENE WITH SYSTEM OR HUNH. PLE NON-SHRINK ROUT SLIHTLY HIHER THN PLSTI SHIMS TO ENSURE ULL ONTT ETWEEN ONNETED SURES. STNDRD ELERTED RIDE ONSTRUTION DETILS OR PREST TYPIL HUNH DETIL ON PREST MODULR HUNH DETILS SHEET 4 O 6 HIE RIDE ENINEER DIRETOR, UR. O PROJET DELIVERY D-637M
5 INSTRUTIONS OR 2" NHOR ƒ" I.D. PLSTI ROUT TUE & VLVE ROUT P, SEE NOTE 1 x 5" x 6ƒ" NON-SHRINK ROUT SHER KEY TOP O " MIN. NON-SHRINK ROUT ILLED DUT HND HOLE LONITUDINL T/2 SEE NOTE 1h PROVIDE OPERTIONS ND MTERILS IN ORDNE WITH PU. 408, SETION 110 SHOP DRWINS RE REQUIRED. SHOW LL ONNETION DETILS O PREST RIID RME SEMENTS ON THE SHOP DRWINS. THE ONTRTOR IS RESPONSILE OR THE INL DESIN, LYOUT, ND SEQUENE. SUMIT OMPUTTIONS WITH PLN OR TO THE DEPRTMENT OR REVIEW ND EPTNE WITH THE SHOP DRWINS IN ORDNE WITH PU. 408, SETION 110 DESIN MUST E SELED Y PROESSIONL ENINEER 1 1 PLE ROUT MIX INTO TUIN USIN PRESSURE ROUT. SE THE DESIN UPON THE OLLOWIN RITERI: a. THE TOTL ORE IS THE ORE REQUIRED TO RETE PRESSURE O 10 P.S.I. OVER THE ROSS SETION O THE. b. MXIMUM TOTL ORE SHOULD NOT RETE PRESSURE RETER THN 100 P.S.I. OVER THE ROSS SETION O NY SEMENT. c. MINIMUM TOTL ORE IS 100 KIPS. REISTERED IN THE OMMONWELTH O PENNSYLVNI. ROUT DUT HND HOLES LON WITH THEIR SSOITED SHER d. MXIMUM LOD ON " DIMETER STRND IS 29 KIPS. USE 0. DIMETER STRND WITH HIHER LOD WHEN MIN. ROUT SLEEVE KER ROD STRND ND DUT KEYWYS. TER THE SHER KEY JOINTS RE ILLED WITH NON-SHRINK ROUT ND URED MINIMUM O 24 HOURS. PROVIDE THE INSIDE O THE SHER KEYWYS ND HND HOLES WITH N EXPOSED RETE INISH TO IMPROVE THE OND WITH THE NON-SHRINK ROUT. EORE SHIPPIN, SND OR WTER LST THE PERMITTED. e. PLE STRNDS SYMMETRILLY OUT THE ENTERLINE O THE. f. USE MINIMUM O 5 STRNDS. g. MINIMUM STRND SPIN IS 2'-0". UT STRNDS HERE ND PTH POKET TER STRESSIN SET STEEL NHOR PLTE IN THE IELD LTERNTE LOTION O ƒ" I.D. PLSTI ROUT TUE ND VLVE. SEL TUE WITH EPOXY SELER. STEEL NHOR PLTE x x ƒ" SHEDULE 40 P.V.. DUT OR STRND ENTIRE SHER KEYWY RE PROVIDIN ROUH TEXTURE, ND OMPLETELY REMOVE LL OIL, RESE, DIRT, OR MTERIL THT WOULD PREVENT ONDIN. JUST EORE ERETION, LEN THE LSTED SURE WITH OMPRESSED IR, LEN STI-RISTLE IER RUSHES, OR VUUM. LST LENIN IS NOT TO E USED WHERE THERE IS OTED PROJETIN. PROVIDE ULLETIN 15 PPROVED, PREMIXED, NON-SHRINK ROUT h. PLE ORNER STRNDS T THE LOTION O ENTERLINES ETWEEN ND OR T MXIMUM DISTNE O 2'-0" ROM THIS LOTION. i. LOTE STRNDS SO S TO NOT INTERERE WITH DETILS. (NON-METLLI, NON-STININ)WITH 24 HOUR MINIMUM OMPRESSIVE 1 PROVIDE SELS T THE DUT JOINTS TO MKE JOINTS ROUT TIHT. STRENTH 3,750 P.S.I. ND 28 DY MINIMUM OMPRESSIVE ONNETION DETILS STRENTH 10,000 P.S.I. URE THE ROUT IN ORDNE WITH THE MNUTURER'S REOMMENDTIONS. DO NOT PERMIT ONSTRUTION 1 LL MUST E WITNESSED Y THE ENINEER. TIVITY OR OTHER LODINS ON THE UNTIL 1 TER IS PPROVED, UT STRNDS TO PROVIDE OPERTIONS RE OMPLETE. OR VEHIULR LODIN, MINIMUM O LER ROM OUTSIDE E O ONRETE ND OT x 5" x 6ƒ" SETION (d)5 O PU. 408 PPLIES. PROVIDE " DIMETER POLY STRNDS OR PPROVED EQUL HVIN YIELD STRENTH O 270 K.S.I. WITH EPOXY ONDIN OMPOUND. ILL LL ES WITH N PPROVED PRODUT LISTED IN ULLETIN 15 UNDER MISELLNEOUS POLYMER MODIIED ND SPEIL EMENTS, MORTRS ND ONRETE TO ORM SEL ND P. NHOR ƒ" I.D. PLSTI ROUT TUE & VLVE LTERNTE LOTION O ƒ" I.D. PLSTI ROUT TUE ND VLVE. SEL TUE WITH EPOXY SELER. SHEDULE 40 P.V.. DUT OR STRND INSTLL STRNDS IN PREST SETIONS. STRESS EH STRND IN ORDNE WITH THE PPROVED DESIN. HEK RM RE ND LIRTION URVES O EQUIPMENT URNISHED OR E 1 ND ROUT LL DUTS EORE KILLIN ND PLIN TRI OVER THE. ROUT SLEEVE VERTIL INSIDE E O 1 PRESSURES. TENSION THE STRNDS IN ORDNE WITH SETION 11003(e) O PU. 408 EXEPT OMPNY JK ES WITH URRENT, ERTIIED 20. LL HUKS MUST E O THE REUSLE TYPE. OPERTORS MUST EXERISE PROPER PREUTIONS WHEN RE-LININ WEDES TER RELESE O TENDONS ND PRIOR TO RETENSIONIN ND RE-SETIN. 2" ROUT P, SEE NOTE 1 1 LIRTION HRT, NOT OLDER THN 6 MONTHS. TENSION STRND T ENTERLINE O SPN IRST ND THEN PRORESS UP 2 REMOVE MINIML MOUNT O POLYSTRND TO OMODTE SPLIES T STED ONSTRUTION JOINT ENDS, I PPLILE. RME S TOWRD ENDS O SPN. LTERNTE LET ND RIHT O ENTERLINE. 1 TER STRESSIN, ROUT LL STRND DUTS. REER TO PU. 408 MIN. " MIN. OUTSIDE E O STRND, DUT ND SETION 1083(o)1 OR TIME LIMITTIONS SSOITED WITH ROUTIN. UT STRNDS HERE ND PTH POKET TER STRESSIN SET STEEL NHOR PLTE IN THE IELD LTERNTE LOTION O ƒ" I.D. PLSTI ROUT TUE ND VLVE. SEL TUE WITH EPOXY SELER. STEEL NHOR PLTE x x ƒ" ORMED E O NON-SHRINK ROUT ILLED DUT HND HOLE ONNETION DETILS SHER KEY JOINT SHER KEY JOINT 3 " TPE LL ROUND SHEDULE 40 P.V.. DUT TPE LL ROUND DUT DUT T/2 T/2 + (MIN.) LOKOUT OMMONWELTH O PENNSYLVNI DEPRTMENT O TRNSPORTTION UREU O PROJET DELIVERY STNDRD ELERTED RIDE ONSTRUTION NOTE : ROUT TIHT SOT DUT OUPLER HND HOLE IN SHOWN, HND HOLE IN SIMILR. NOT SHOWN OR LRITY. NOTE : 3ƒ" ROUT TIHT SOT DUT OUPLER NOT SHOWN OR LRITY. DETILS OR PREST MEHNIL ONNETION DETILS DUT HND HOLE PLN SETION - SHEET 5 O 6 HIE RIDE ENINEER DIRETOR, UR. O PROJET DELIVERY D-637M
6 J E TOP O TOP O D TOP O OOTIN J TYPIL SETION VIEW J-J ERETION TOLERNE DETILS PREST MODULR SHOWN, PREST SIMILR. ERETION TOLERNES LER SPN LENTH ETWEEN SEMENTS " MXIMUM VRITION ROM ONTRT DRWIN VLUE IN TOP O OOTIN,, OR SEMENT ELEVTION 0.01' MXIMUM VERTIL VRITION OVER HEIHT O (MODULR SETION) PLUM * D MXIMUM SQURE VRITION " E MXIMUM LEVEL VRITION ROSS SPN O SEMENTS " MXIMUM TOP O,, OR OOTIN ELEVTION ETWEEN DJENT SEMENTS " MXIMUM TOP O,, OR OOTIN ELEVTION ETWEEN NY TWO SEMENTS " OR EPOXY OTED ROUTED SPLIE OUPLER TOLERNES, SEE SHEET * OR NON-MODULR SETIONS, "" DIMENSION SHLL E " OR RITION TOLERNES, SEE PENNSYLVNI DEPRTMENT O TRNSPORTTION PULITION 145, "INSPETION O PRESTRESSED/PREST ONRETE PRODUTS ND REINORED ONRETE PIPE". OMMONWELTH O PENNSYLVNI DEPRTMENT O TRNSPORTTION UREU O PROJET DELIVERY STNDRD ELERTED RIDE ONSTRUTION DETILS OR PREST ERETION TOLERNES SHEET 6 O 6 HIE RIDE ENINEER DIRETOR, UR. O PROJET DELIVERY D-637M
GENERAL NOTES USE OF DESIGN DATA SHEETS:
GENERL DT: TE FOLLOWING DT IS SSUMED: USE OF DT SEETS: ED INTERNL NGLE OF FRITION OF KFILL SOIL, = 0 TOTL UNIT WEIGT OF KFILL SOIL = 0 PF bf. LULTE TE REQUIRED EIGT "" PER TE "STEM EIGT" NOTE ON TIS SEET.
GENERAL NOTES USE OF DESIGN DATA SHEETS:
GENERL DT: TE FOLLOWING DT IS SSUMED: USE OF DT SEETS: ED REVIEWED INTERNL NGLE OF FRITION OF KFILL SOIL, = 30 TOTL UNIT WEIGT OF KFILL SOIL = 20 PF bf. LULTE TE REQUIRED EIGT "" PER TE "STEM EIGT" NOTE
DETAIL A SCALE 1 : 85
ISIONS ZONE LTR. ESRIPTION TE PP - INITIL RELESE PER N NORTH.0 0 EST ISOLTE P (0" X.") 0 9 0 X FOOKE # 0 ENTER ISOLTE P (" X 9") WEST ISOLTE P (0" X.") FOOKE # 0. RWING ONTENTS SHEET : OVERLL LYOUT SHEET
COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY
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