COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

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Dana Hodges
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1 GENERL NOTES SEQUENCE OF CONSTRUCTION 1. USE OF THIS STNDRD REQUIRES PERMISSION FROM THE DISTRICT RIDGE ENGINEER. THE STNDRD IS INTED TO E UTILIZED Y DESIGNERS OF CCELERTED RIDGE CONSTRUCTION PROJECTS ND Y CONTRCTORS FOR VLUE ENGINEERING OR DESIGN-UILD PROJECTS. 11. DED LOD OF LTEX MODIFIED WERING SURFCE, 1 " MIN. THICKNESS SHLL E TKEN S 16 L/SF. 12. MTERILS: STEEL fy = 60 KSI f'c = 5 KSI MIN. ( ND RRIER) 1. ERECT EMS ND INSTLL DIPHRGMS. 2. IF STY-IN-PLCE HUNCH FORMWORK IS PPLICLE, PLCE FORMWORK PER DETILS ON SHEET 4. REMOVLE FORMS RE PLCED FTER PNELS RE SET (SEE STEP 9 ELOW). 2. THIS STNDRD PPLIES TO STRIGHT RIDGES WITH SKEW ETWEEN 90 DEGREES ND 60 DEGREES INCLUSIVE, CONSTRUCTED WITH EITHER PRESTRESSED P UL-TEE EMS OR STEEL EMS/GIRDERS. 3. SPNS CROSSING RODWYS ND RILRODS SHLL USE REMOVLE HUNCH FORMWORK. LL OTHER SPNS SHLL USE STY-IN-PLCE HUNCH FORMWORK. SEE SHEET 4 FOR HUNCH FORMWORK DETILS. 4. IF SCUPPER IS DETERMINED TO E REQUIRED ON THE SL, DESIGNER MUST ENSURE THE SL DEQUCY T SCUPPER ND GEOMETRY DEQUCY T LONGITUDINL POST TENSIONING DUCT IF PPLICLE. DESIGN NOTES 1. MINIMUM STRUCTURL THICKNESS OF PRECST PNELS SHLL E 8". THICKER PNELS MY E REQUIRED TO CCOMMODTE NCHORGES ND NCHORGE. PRECST PNEL THICKNESS SHLL INCLUDE " LLOWNCE FOR GRINDING. 2. WERING SURFCE SHLL E EITHER EPOXY SED SURFCE TRETMENT FOR RIDGE S, " MIN. THICKNESS OR LTEX MODIFIED WERING SURFCE, 1 " MIN. THICKNESS S DIRECTED Y THE DISTRICT RIDGE ENGINEER. WERING SURFCE SHLL E PLCED FTER LL CLOSURE POURS, JOINTS, HUNCHES, ND SHER LOCKOUTS HVE EEN GROUTED/D, CURED, ND GROUND SMOOTH S REQUIRED. 3. ULTR HIGH PERFORMNCE STRENGTH VRIES WITH TIME, DESIGNER SHOULD CHECK WITH MNUFCTURER TO DETERMINE PPROPRITE MTERIL FOR PROJECT SCHEDULE. 13. COVER: TOP COVER = 2 " OTTOM COVER = RRIER = TRNSVERSE JOINTS = 1 " LONGITUDINL JOINTS = 1 " 14. DESIGNER SHLL DESIGN THE PRECST PNEL. THE USE OF D-601M DESIGN TLES FOR PRECST PNEL DOES NOT CONSTITUTE DESIGN. HOWEVER, THE PRECST PNEL SHLL NOT E LESS THN WHT WOULD E DETERMINED FROM THE D-601M DESIGN TLES. DRWING NOTES 1. PROVIDE MTERILS ND WORKMNSHIP IN CCORDNCE WITH THE CURRENT VERSION OF THE PENNSYLVNI DEPRTMENT OF TRNSPORTTION PULICTION SUMIT SHOP DRWINGS FOR PRECST PNELS ND SSOCITED COMPONENTS. 3. FINL DESIGN OF SYSTEM SHLL E PERFORMED Y THE CONTRCTOR. CLCULTIONS SHLL CCOUNT FOR THE PROPOSED HRDWRE ND SHLL E SUMITTED S PRT OF THE SHOP DRWING SUMISSION. 4. LIFTING DEVICES SHLL E DESIGNED Y THE CONTRCTOR. LIFTING DEVICE CLCULTIONS SHLL E SUMITTED S PRT OF THE SHOP DRWING SUMISSION. 5. THE INSIDE FCES OF THE SHER LOCKOUTS ND LL SHER KEYS SHLL E LST CLENED TO HVE N EXPOSED GGREGTE FINISH. 3. PREPRE PNELS Y PRE-SETTING THE VERTICL DJUSTMENT DEVICES TO THE REQUIRED NTICIPTED DEPTH. 4. SET PRECST PNELS STRTING T EITHER UTMENT ND PROGRESS LONG EM/GIRDER LINE TO OPPOSITE UTMENT. 5. DJUST ECH PNEL TO PROPER ELEVTION USING VERTICL DJUSTMENT DEVICES. DJUST TORQUE IN VERTICL DJUSTMENT DEVICE TO PROPERLY DISTRIUTE DED LOD TO EMS (S DETERMINED Y DESIGN). 6. PLCE FORMWORK FOR TRNSVERSE JOINTS. COUPLE DUCTS (IF REQUIRED). FILL TRNSVERSE JOINTS WITH ULTR HIGH PERFORMNCE IN CCORDNCE WITH ULTR HIGH PERFORMNCE STNDRD SPECIL PROVISION, IF PPLICLE OR NON-SHRINK PER SECTION (c) OF PENNDOT PU TRNSVERSE JOINT MTERIL SHLL RECH MINIMUM STRENGTH OF 4 KSI EFORE PROCEEDING TO NEXT STEP. 8. INSTLL STRNDS IN DUCTS ND TENSION TO SPECIFIED STRESS (IF REQUIRED). GROUT DUCTS WITHIN 3 CLR DYS FTER TENSIONING. PUMP GROUT FROM LOW OF RIDGE ND FILL DUCTS FULL LENGTH OF RIDGE (IF REQUIRED). IF GROUTING IS NOT GOING TO E PERFORMED DURING THE SME DY THE TONS RE STRESSED, THEN WITHIN 4 HOURS FTER STRESSING, PROTECT THE TONS ND GROUT DUCTS GINST CORROSION ND DERIS Y TEMPORRILY SELING LL OPENINGS ND VENTS, CLENING RUST ND OTHER DERIS FROM LL METL SURFCES TO E COVERED Y THE GROUT CP; ND PLCING THE GROUT CP, INCLUDING SEL, OVER THE NCHOR PLTE UNTIL THE TON IS GROUTED. FILURE TO GROUT THE DUCTS WITHIN 3 CLR DYS FTER TENSIONING WILL REQUIRE THE CONTRCTOR TO DEMONSTRTE THE DUCTS RE UNOSTRUCTED TO CHIEVE COMPLETE GROUTING. IF OSTRUCTION(S) RE PRESENT, CLEN DUCTS TO REMOVE OSTRUCTIONS ND RE-INSPECT PRIOR TO GROUTING. 4. THE DESIGN OF LONGITUDINL SHLL E IN CCORDNCE WITH SHTO SECTION FOR CONTINUOUS SPNS, THE DESIGNER SHLL PROVIDE DDITIONL PRESTRESS IN TO OVERCOME THE SERVICE LOD TENSILE STRESS DUE TO NEGTIVE COMPOSITE DED LOD ND LIVE LOD MOMENTS TO CHIEVE N EFFECTIVE MINIMUM PRESTRESS OF KSI IN UNDER LL SERVICE LODING CONDITIONS. 9. IF REMOVLE HUNCH FORMWORK IS REQUIRED, PLCE HUNCH FORMWORK PER DETILS ON SHEET FILL SHER LOCKOUTS ND HUNCHES WITH ULTR HIGH PERFORMNCE IN CCORDNCE WITH ULTR HIGH PERFORMNCE STNDRD SPECIL PROVISION, IF PPLICLE OR WITH EPOXY NON-SHRINK GROUT PER SECTION (c) OF PENNDOT PU DESIGNER SHLL PROVIDE THE NUMER, LOCTION, FORCE ND STRESSING SEQUENCE OF THE TONS. GENERL ZONE SHLL E DESIGNED Y THE DESIGNER ND DEPICTED ON THE CONTRCT DRWINGS. FINL DESIGN OF SYSTEM ND LOCL ZONE SHLL E PERFORMED Y THE CONTRCTOR. THE PLNS SHLL NOTE THE SSUMPTIONS USED TO DEVELOP THE POST TENSIONING FORCE INCLUDING THE SSUMPTIONS USED FOR LOSS CLCULTIONS. 11. PLCE FORMWORK FOR LONGITUDINL JOINT IN CCORDNCE WITH ULTR HIGH PERFORMNCE STNDRD SPECIL PROVISION. 12. FILL LONGITUDINL CLOSURE POUR WITH ULTR HIGH PERFORMNCE IN CCORDNCE WITH ULTR HIGH PERFORMNCE STNDRD SPECIL PROVISION. 13. GROUT LOCKOUTS (IF REQUIRED). GROUT SHLL E PLCED IN LOCKOUTS NO MORE THN 14 DYS FTER TONS RE STRESSED. 6. THE NUMER ND LOCTION OF LIFTING DEVICES SHLL E DETERMINED Y THE DESIGNER ND SHOWN ON THE CONTRCT DRWINGS. THE DESIGNER SHLL VERIFY THT THE PNELS RE STLE ND STRUCTURLLY DEQUTE WHEN LIFTED Y THE SELECTED LOCTIONS. DESIGN OF LIFTING DEVICES SHLL E PERFORMED Y THE CONTRCTOR. 14. REMOVE NY REMINING FORMWORK THT IS NOT STY-IN-PLCE. 15. PREPRE SURFCE ND PLCE WERING SURFCE. 7. DESIGN OF EMS SHLL CCOUNT FOR UNEQUL DISTRIUTION OF DED LOD CUSED Y NON-SYMMETRIC PNELS. NOTE DED LOD OF PRECST PNEL (INCLUDING RRIER) IS PPLIED TO NONCOMPOSITE EM SECTION. ON THE CONTRCT DRWINGS, PROVIDE THE FRCTION OF PNEL WEIGHT SSUMED TO E CRRIED Y ECH OF THE EMS. 8. VERTICL DJUSTMENT DEVICES SHLL E SIZED USING TWICE THE TRIUTRY RE TO CCOUNT FOR THE POSSIILITY THT LL DEVICES MY NOT E IN CONTCT WITH THE EMS DURING INITIL PLCEMENT. 9. DESIGN OF THE OVERHNG ND RIDGE RRIER SHLL CCOUNT FOR THE OPEN JOINTS IN THE RIDGE RRIER. 10. DED LOD OF EPOXY SED SURFCE TRETMENT FOR RIDGE S, " MIN. THICKNESS SHLL E TKEN S 7 L/SF. COMMONWELTH OF PENNSYLVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJECT DELIVERY STNDRD FULL DEPTH PRECST PNELS FOR PRESTRESSED P UL-TEE EM ND STEEL I-EM/I-GIRDER RIDGES D-601M SL PR.29, 2016 PR.29, 2016 SHEET 1 OF 6 C-751M RIDGE DRINGE REFERENCE DRWINGS

2 TRNSVERSE LONGITUDINL DIRECTION OF TRFFIC ND GIRDERS TRNSVERSE JOINT 12' MX. TRNSVERSE LONGITUDINL DIRECTION OF TRFFIC ND GIRDERS TRNSVERSE JOINT 12' MX. RIDGE RRIER SEE NOTE 3 PNEL WERING SURFCE LONGITUDINL CLOSURE POUR LOCTED T RODWY CROWN SHER CONNECTOR LOCKOUT PRESTRESSED STEEL P EM/GIRDER 60 MIN. UL-TEE EM 4'-0" PNEL TYPICL INTERIOR PNELS PNEL DETIL 4'-0" MIN. TYPICL INTERIOR PNELS DETIL MX. 10'-0" MX. SECTION - PNEL PNEL PRECST PNEL PNELS FOR 90 RIDGES PNELS FOR SKEWED RIDGES ETWEEN 90 ND 60 TYPICL LYOUT NOMINL PNEL LENGTH 10'-0" MIN. TO 12'-0" MX. SEE NOTE 2 1'-6" (MIN.) PRECST PNEL CST-IN-PLCE DIPHRGM 40'-0" MX. PNEL WIDTH 1'-6" (MIN.) LONGITUDINL CLOSURE POUR 4'-0" MX. 1'-6" (MIN.) SHER CONNECTOR LOCKOUT NUMER ND LOCTION PER DESIGN C L EM/GIRDER DUCT C L DUCT LONGITUDINL CLOSURE POUR RIDGE RRIER EM/GIRDER C RIDGE L ERING C C EM DETILS PPROCH SL OR NOTES: 1. FOR DDITIONL NOTES, SEE SHEET PNEL LENGTH TO E DETERMINED Y DESIGNER. MINIMUM ND MXIMUM VLUES RE GUIDELINES FOR INTERIOR PNELS. DESIGNER SHLL VERIFY ILITY TO SHIP PNELS. 3. RIDGE RRIERS SHLL E CST INTEGRL WITH PNEL PRIOR TO ERECTION. RIDGE RRIER MY E CST-IN-PLCE T THE OPTION OF THE CONTRCTOR. NUMER ND LOCTION OF DUCTS DETIL PPROCH PVEMENT (SKEWED RIDGE SHOWN; NON-SKEWED RIDGE SIMILR) 4. PNELS SHOWN WITH LONGITUDINL. PNELS WITHOUT LONGITUDINL SIMILR. 5. FOR PNEL DETILS, SEE SHEET 3. LOCKOUT FOR DUCT CONNECTION LOCKOUT FOR NCHORGE (TYP. THIS SIDE) 6. FOR HUNCH DETILS ND SHER CONNECTOR LOCKOUT DETILS, SEE SHEET FOR RIDGE RRIER DETILS, TRNSVERSE JOINT DETILS ND LONGITUDINL CLOSURE POUR DETILS, SEE SHEET 5. DIRECTION OF TRFFIC VERTICL DJUSTMENT DEVICE DIRECTION OF TRFFIC OF PRECST PNEL 8" MIN. PPROCH DETILS 8. FOR VERTICL DJUSTMENT DEVICE DETILS ND DETILS, SEE SHEET 6. FILL WITH NON-SHRINK OR ULTR HIGH PERFORMNCE CST-IN-PLCE LIFTING POINT DIPHRGM 4'-0" MIN. TO 12'-0" MX. RIDGE RRIER INTERIOR PNEL PNEL TYPICL PNEL LYOUTS 1/4 IN./FT. SECTION C-C (PRECST PNEL EDGE SUPPORT T UTMENT) (SEE NOTE 4) (SIMILR TO INTERIOR PNEL EXCEPT S NOTED) (EM/GIRDER NOT SHOWN FOR CLRITY) (SEE NOTE 4) COMMONWELTH OF PENNSYLVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJECT DELIVERY STNDRD FULL DEPTH PRECST PNELS FOR PRESTRESSED P UL-TEE EM ND STEEL I-EM/I-GIRDER RIDGES PR.29, 2016 PR.29, 2016 SHEET 2 OF 6

3 TRNSVERSE JOINT 4" RIDGE RRIER SEE NOTE 10. PNEL EDGE 1 " T TOP OF PNEL " T OTTOM OF PNEL RIDGE RRIER SEE NOTE 10. SEE NOTE 6 LIFTING DEVICE LOCKOUT FOR NCHORGE (TYP. THIS SIDE) VERTICL DJUSTMENT DEVICE SEE NOTE 7 OF U-SHPED SEE NOTE 4 SHER CONNECTOR LOCKOUT C L DUCT LC GIRDER 1.5 x DEVELOPMENT LENGTH, MIN. SEE NOTE 8 NOTES: 1. RRIER NOT SHOWN FOR CLRITY. 2. TOP PNEL SHOWN. OTTOM PNEL SIMILR. 4'-8" MX. WITHOUT EM T LONGITUDINL JOINT LOCKOUT FOR DUCT CONNECTION SEE NOTE 5 SEE NOTE 9 3. NCHORGE ZONE NOT SHOWN FOR CLRITY. 4. PROVIDE LONGITUDINL STEEL FOR DISTRIUTION. SPCE UNIFORMLY ETWEEN EMS. 5. PROVIDE LONGITUDINL STEEL FOR DISTRIUTION. SPCE UNIFORMLY ETWEEN DUCTS. 6. PROVIDE CONTINUOUS TRNSVERSE FOR STRUCTURL DEQUCY. 7. PROVIDE DISCONTINUOUS TRNSVERSE ETWEEN SHER CONNECTOR LOCKOUTS S REQUIRED FOR TEMPERTURE ND SHRINKGE. 8. IN SKEWED PNELS, DJUST SIZE ND SPCING OF SHER CONNECTOR LOCKOUTS S REQUIRED TO PROMOTE UNIFORM DISTRIUTION OF TRNSVERSE. 9. FOR SKEWED PNELS, TRNSVERSE C LONGITUDINL L CLOSURE POUR MY E TERMINTED TO VOID SPCING CONFLICTS PROVIDED THT REMINING MEETS STRENGTH REQUIREMENTS. 10. PROVIDE RKED FINISH CONSTRUCTION JOINT WHEN RRIER IS NOT CST INTEGRL WITH PNEL. LC TRNSVERSE JOINT WITHOUT LONGITUDINL WITH LONGITUDINL INTERIOR PNEL 4" SKEWED PNEL PROVIDE VERTICL DJUSTMENT DEVICE WHEN EM/GIRDER IS UNDER CLOSURE POUR (PNEL WITH LONGITUDINL SHOWN) COMMONWELTH OF PENNSYLVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJECT DELIVERY STNDRD TYPICL PNEL LYOUTS FULL DEPTH PRECST PNELS FOR PRESTRESSED P UL-TEE EM ND STEEL I-EM/I-GIRDER RIDGES PR.29, 2016 PR.29, 2016 SHEET 3 OF 6

4 CLOSED LOOP PNEL 3" MIN. 2 " MIN. PNEL 1 " MIN. P/S EM SELF TPPING NCHOR PNEL SELF TPPING NCHOR SCREW PTCH HOLES WITH PPROVED POLYMER MORTR FTER REMOVL, TIGHT FIT NGLE TO PNEL MIN. 3" MX. PNEL SCREW PTCH HOLES WITH PPROVED POLYMER MORTR FTER REMOVL, EMEDDED THREDED INSERT, 3" MX. MIN. TIGHT FIT NGLE TO PNEL NON-SHRINK 1 " MIN. OR ULTR HIGH PERFORMNCE PRESTRESSED EM SECTION - FOR PRESTRESSED EM HUNCH NUMER ND SPCING S PRESTRESSED REQUIRED Y DESIGN EM SECTION - FOR PRESTRESSED EM " DI. THREDED LIGHT GUGE HUNCH NGLE ROD. CUT OFF ND GRIND FLUSH FTER NGLE REMOVL, INSTLLED FTER PNELS PLCED ND VERTICLLY DJUSTED ND REMOVED FTER HUNCH HS CURED TIGHT FIT NGLE TO EM/GIRDER FLNGE " DI. THREDED ROD. CUT OFF ND GRIND FLUSH FTER NGLE REMOVL, LIGHT GUGE HUNCH NGLE INSTLLED FTER PNELS PLCED ND VERTICLLY DJUSTED ND REMOVED FTER HUNCH HS CURED TIGHT FIT NGLE TO EM FLNGE PNEL NUMER ND SPCING S REQUIRED Y DESIGN STUD NUMER ND SPCING S REQUIRED Y DESIGN 2 " MIN. MIN. PNEL REMOVLE HUNCH FORMWORK DETIL INTERIOR STEEL EM/GIRDER REMOVLE HUNCH FORMWORK DETIL STEEL FSCI EM/GIRDER MIN. 1ƒ" MIN. HUNCH 1ƒ" MIN. TOP FLNGE EM/GIRDER WE SECTION - FOR STEEL EM/GIRDER (SIMILR TO PRESTRESSED EM SECTION - FOR STEEL EM/GIRDER EXCEPT S NOTED) PNEL PLYWOOD HUNCH FORM INSTLLED FTER PNELS PLCED ND VERTICLLY DJUSTED ND REMOVED FTER HUNCH HS SELF TPPING NCHOR SCREW PTCH HOLES WITH PPROVED POLYMER MORTR FTER REMOVL, PLYWOOD OR FURRING STRIP REQUIRED FOR HUNCHES EXCEEDING 3" MIN. TIGHT FIT PLYWOOD TO EM FLNGE * * H PNEL H:W SHLL E 1:1 FOR UNCOMPRESSED MTERIL W * 3" MX. (STEEL EM/GIRDER ONLY) MIN. CLOSED CELL NEOPRENE SPONGE DIMENSION C L EM/GIRDER & C LSHER CONNECTOR LOCKOUT CLOSED LOOP SIZED DIMENSION PNEL 0" DIMENSION EDGE OF SHER CONNECTOR LOCKOUT T TOP OF PNEL EDGE OF SHER CONNECTOR LOCKOUT T OTTOM OF PNEL MIN. CLER CURED USE DHESIVE TO PRESTRESSED P UL-TEE EM TTCH CLOSED CELL NEOPRENE SPONGE TO TOP FLNGE PRIOR TO SHER CONNECTOR LOCKOUT DETIL PNEL PLCEMENT REMOVLE HUNCH FORMWORK DETIL PRESTRESSED EM STY-IN-PLCE HUNCH FORMWORK DETIL (STEEL EM/GIRDER SHOWN, EM SIMILR) COMMONWELTH OF PENNSYLVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJECT DELIVERY NOTES: 1. HUNCH FORMWORK MTERIL, TTCHMENT HRDWRE ND PTCHING MTERIL RE INCIDENTL ITEMS TO THE PRECST. 2. PINT LL EXPOSED STEEL WITH PPROVED GLVNIZED SPRY CONTINING MINIMUM OF 92% ZINC. STNDRD FULL DEPTH PRECST PNELS FOR PRESTRESSED P UL-TEE EM ND STEEL I-EM/I-GIRDER RIDGES 3. MXIMUM SPCING OF FORM SUPPORT/TTCHMENT DEVICES IS 4'-0". PR.29, 2016 PR.29, 2016 SHEET 4 OF 6

5 CHIEF RIDGE ENGINEER JOINT TO E OVERFILLED OR FILLED USING 3" RIDGE RRIER SHPE ND DETILS THE CHIMNEY C L " OPEN JOINT IN RRIER ND TRNSVERSE PNEL JOINT TOP OF ULTR HIGH PERFORMNCE OR NON-SHRINK (SLOPE TO DRIN) CONSTRUCTION JT. PNEL 1 " ƒ " METHOD 1 " 3" 1 " ƒ" CKER ROD " ULTR HIGH PERFORMNCE OR NON-SHRINK CONSTRUCTION JT. & V-NOTCH " CHMFER (RKED FINISH) 1 " " JOINT 7" MX., MTCH WITH TRNSVERSE MINIMUM PER D-601M. PNEL IN PRECST PNEL STOP " CHMFER HERE 3" CULKING T OPEN JOINT PNEL SECTION - (SHOWING JOINT DIMENSIONS) ( NOT SHOWN FOR CLRITY) GRIND JOINT OVERFILL ND HIGHER PNEL TO OTIN GRDUL ND UNIFORM TRNSITION WITH " MX. ELEVTION MXIMUM TRNSITION RTE OF 12H:IV IF REQUIRED Y THE DIFFERENCE ETWEEN 4" DRIP NOTCH MIN. JOINT ULTR HIGH PERFORMNCE OR NON-SHRINK DISTRICT RIDGE ENGINEER DJCENT PNELS RIDGE RRIER DETIL " CHMFER DUCT CKER ROD ULTR HIGH PERFORMNCE OR NON-SHRINK PNEL TYPICL RRIER SHOWN, OTHERS 8" TYP. RODWY CROWN 0" PNEL PRTIL SECTION T VIEW - FETHER EDGING OF JOINT MTERIL OVER LOWER PNEL IS PROHIITED PNEL KEYED TRNSVERSE JOINT SECTION - (SHOWING JOINT LIGNMENT) KEYED TRNSVERSE JOINT DETILS (TO E USED FOR S WITH LONGITUDINL ) ULTR HIGH PERFORMNCE LEVEL LONGITUDINL 8" TYP. LONGITUDINL CLOSURE POUR ETWEEN EMS/GIRDERS C TRNSVERSE L PNEL JOINT DIMENSION PER DESIGN C L " OPEN JOINT IN 0" VERTICL DJUSTMENT. SEE SHEET 6 FOR DETILS. DESIGNER SHLL VERIFY DQUTE SPCE VILLE FOR VERTICL DJUSTMENT 8" TYP. RODWY CROWN 0" PNEL C RRIER TOP OF ULTR HIGH PERFORMNCE (SLOPE TO DRIN) CONSTRUCTION JT. IN PRECST PNEL 3" CULKING T OPEN JOINT ULTR HIGH PERFORMNCE D PNEL PNEL ULTR HIGH PERFORMNCE TRNSVERSE SECTION D-D (SHOWING JOINT DETILS) PNEL CCOMMODTE ELEVTION DIFFERENCE UNIFORMLY CROSS CLOSURE POUR PNEL FOR HUNCH DETILS, SEE SHEET 4 LONGIT. REINF. PREFERRED LOCTION ULTR HIGH PERFORMNCE LONGITUDINL PRESTRESSED EM LTERNTE LOCTION LONGITUDINL CLOSURE POUR OVER EM ( EM SHOWN, STEEL EM/GIRDER SIMILR) C D PLCE THIS PNEL SECOND PLCE THIS PNEL " MX. ELEVTION DIFFERENCE ETWEEN DJCENT PNELS (HUNCH DETILS NOT SHOWN FOR CLRITY) COMMONWELTH OF PENNSYLVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJECT DELIVERY PNEL FIRST STNDRD PRTIL SECTION T VIEW C-C REINFORCED TRNSVERSE JOINT REINFORCED TRNSVERSE JOINT DETILS (TO E USED FOR S WITHOUT LONGITUDINL ) SECTION D-D (SHOWING JOINT LIGNMENT) FULL DEPTH PRECST PNELS FOR PRESTRESSED P UL-TEE EM ND STEEL I-EM/I-GIRDER RIDGES PR.29, 2016 PR.29, 2016 SHEET 5 OF 6

6 WEDGE PLTE FTER HUNCH HS CURED, REMOVE HEX OLT WITH NUT ND WSHER (316L STINLESS STEEL) POST TENSIONING STRND SOFT COUPLER (FIELD CUT TO HVE TOTL LENGTH OF 4") HET SHRINK TUING (FIELD CUT TO 3") PNEL LEVELING OLT ND FILL VOID WITH NON-SHRINK 1 " STEEL PIPE SLEEVE LEVELING OLT (SEE SCHEDULE) 2 " MIN. FORMED POCKET FLT NCHOR LL VLVE (GROUT VENT) TPE LL ROUND 6 " 4" DUCT COUPLER 4 " SEE SHEET 4 FOR HUNCH DETILS STEEL WELDED (2) #5 RS WITH 15" TO PLTE EXTENSION PST STEEL PLTE WITH OF PLTE. ORIENT RS HOLE FOR OLT PERPICULR TO CENTERED (SEE GROUT VENT PIPE EM EXCEPT DJCENT TO LONGITUDINL CLOSURE TLE) HEVY HEX NUT POURS, WHERE RS WELDED TO PLTE THREE PRT WEDGE PLSTIC GROUT CP FILL LOCKOUT WITH NON-SHRINK GROUT INLET (LOW SIDE OF ) CORRUGTED POLYPROPYLENE DUCT 3 " DUCT PROTRUSION 4" 4" 3 " DUCT PROTRUSION SHLL E ORIENTED PRLELL TO EM "x6"x6" PLTE VERTICL DJUSTMENT DEVICE NCHORGE CKER ROD (VERTICL DJUSTMENT ON STEEL EM/GIRDER SIMILR) (HUNCH DETILS NOT SHOWN FOR CLRITY) (MIN. OF 2 LOCTIONS PER EM PER PNEL) FLT NCHOR PLN DUCT COUPLING DETIL T TRNSVERSE JOINT (SEE SECTION - ON SHEET 5) VERTICL DJUSTMENT SCHEDULE STEEL PLTE WITH HOLE SERVICE LOD OLT DI. FOR OLT CENTERED 10 K 4"x4"x " 20 K 1 " 4"x4"x " LL VLVE REPLCE GROUT VENT PIPE WITH PLUG GROUT VENT PIPE (REMOVE FTER GROUT HS HRDENED ND FILL HOLE WITH NON-SHRINK ) LL VLVE (GROUT INLET) REPLCE GROUT INLET PIPE WITH PLUG CORRUGTED GROUT TUE TOP OF SL FTER GROUTING REK GROUT TUE ND REMOVE FOM SLEEVE. FILL HOLE WITH NON-SHRINK GROUT SDDLE FILL LOCKOUT FOM SLEEVE WITH NON-SHRINK GROUT VENT PIPE PLSTIC GROUT CP TPE LL ROUND CORRUGTED POLYPROPYLENE FLT DUCT NCHOR PNEL TPE LL ROUND SECURE GROUT SDDLE WITH TIE WIRE T 2 PLCES DRILL HOLE IN CORRUGTED POLYPROPYLENE DUCT EFORE WEDGE PLTE NCHORGE FLT NCHOR ELEVTION PLCING GROUT SDDLE CORRUGTED POLYPROPYLENE DUCT PORT DETIL COMMONWELTH OF PENNSYLVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJECT DELIVERY STNDRD FULL DEPTH PRECST PNELS FOR PRESTRESSED P UL-TEE EM ND STEEL I-EM/I-GIRDER RIDGES PR.29, 2016 PR.29, 2016 SHEET 6 OF 6

WP-2 WP-1 MONITORING TUBE WP-2 MONITORING TUBE WP-1 1 DETAIL: B/A2,12, A2.11, A '-0" 46'-2" 46'-10" 12'-6" 48'-0" 10" OVERFLOW DRAIN

WP-2 WP-1 MONITORING TUBE WP-2 MONITORING TUBE WP-1 1 DETAIL: B/A2,12, A2.11, A '-0 46'-2 46'-10 12'-6 48'-0 10 OVERFLOW DRAIN EMS EMS '-" '-" COOLING TOWER SUMP No. WP- WP- WP- DETIL: /,,.,. SCLE: /8" = '-0" WP- COOLING TOWER SUMP No. WP- WP- WP- DETIL: /,,.,. SCLE: /8" = '-0" WP- VIEW / PLN VIEWS Drawn y: //0 S NOTED (LTERNTE