COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

Transcription

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

2 INSTRUTIONS TO DSIGNR ONTRAT DRAWING. TH INFORMATION SHOWN IN THIS IS PROVIDD FOR US IN TH DVLOPMNT OF TH ONTRAT DRAWINGS. TH DSIGNR IS RSPONSIBL FOR TH PRSNTATION OF ALL RQUIRD DTAILS AND. 2. SKW ANGL TO MATH SKW ANGL. SKW ANGL MUST B GRATR THAN OR QUAL TO 45 DGRS. IF TH SKW ANGL IS LSS THAN 45 DGRS TH DSIGNR MUST DISUSS ALTRNAT DTAILS WITH TH QUALITY ASSURAN DIVISION. 3. DSIGNR TO DTRMIN AND SPIFY TH APPROPRIAT TYP OF RQUIRD ON TH TS&L DRAWINGS FOR APPROVAL BY PNNDOT. 4. RFR TO SLTION RITRIA TABL FOR ADDITIONAL INFORMATION. 5. DIFFRNT TYPS AR PRMITTD ON TH SAM. 6. S AR PRMITTD TO B USD ON URVD HORIZONTAL ALIGNMNTS. DSIGNR TO DTRMIN IF THS DTAILS AR APPROPRIAT FOR AH INDIVIDUAL SITUATION. 6. OPNINGS IN S: SKWS GRATR THAN OR QUAL TO DGRS: PROVID OPNINGS PARALLL TO NTRLIN OF BARINGS. SKWS LSS THAN DGRS: PROVID OPNINGS PRPNDIULAR TO TH ROADWAY. 7. PRSTRSSD ONRT BAMS: BAM NOTHS: DPTH OF BAM NOTH IS MODIFID TO AOMMODAT TH DPTH OF TH S IN AORDAN WITH TH DTAILS SHOWN. SHOW BAM NOTH DIMNSIONS ON TH ONTRAT DRAWINGS. STRAND PATTRN: STRAIGHT OR DBONDD STRAND PATTRN IS PRFRRD OVR A DRAPD STRAND PATTRN TO INSUR PATTRN DOS NOT ONFLIT WITH TH INRASD BAM NOTH DPTH. DSIGNR TO INSUR THAT TH STRAND PATTRN DOS NOT ONFLIT WITH TH BAM NOTH. 8. STL BAMS: BAM NOTHS: PROVID BAM NOTH IN AORDAN WITH TH DTAILS SHOWN. SHOW BAM NOTH DIMNSIONS ON TH ONTRAT DRAWINGS. TH FOLLOWING AR TO B PLAD ON TH ONTRAT DRAWINGS:. ONSTRUT AFTR TH DK SLAB IS ONSTRUTD. 2. PLA ONRT IN ON ONTINUOUS OPRATION, UNLSS OTHRWIS INDIATD OR DIRTD. 3. TRANSVRS S AR NOT PRMITTD IN TH ONRT APPROAH SLAB, HADR SLAB, OR, UNLSS OTHRWIS INDIATD. 4. PROVID ANY OTHR AS RQUIRD. 7. ONTRAT DRAWINGS: PROVID OMPLT DTAILS AND AS RQUIRD. PROVID OMPLT RINFORMNT BAR DTAILS AND BAR SHDUL. PROVID FINISHD TOP OF ONRT LVATIONS AT TH BGIN AND ND OF SLABS AND AT 0 MM (0 FOOT) INTRVALS. PROVID LVATIONS AT TH BASLIN, GUTTR LINS, AND AT BRAKS IN SLOPS. 8. PR R-23M: DTAILS SHOWN ON R-23M AR ONLY PRMITTD WHN TH IS DSIGND USING BRADD, UNLSS OTHRWIS DIRTD. DTAILS AR NOT RQUIRD ON TH ONTRAT DRAWINGS WHN TH IS DSIGND USING BRADD, UNLSS OTHRWIS DIRTD. IF TH IS ONSTRUTD IN AORDAN WITH R-23M, TH IS A ROADWAY ITM, UNLSS OTHRWIS DIRTD. 9. PAY ITMS: S AR TO B INLUDD AS PART OF TH LUMP SUM STRUTUR AND SPARATD INTO INDIVIDUAL ITMS, UNLSS OTHRWIS DIRTD. PROVID SPARAT OLUMNS IN TH QUANTITY BLOK FOR AH. ( AT ABUTMNT / AT ABUTMNT 2) PROVID SPARAT ITMS AND INDIAT TH APPROXIMAT QUANTITY FOR ONRT, RINFORMNT, NOPRN STRIP SAL DAMS, TOOTH XPANSION DAMS, PROTTIV OATINGS, LASS 3 XAVATION (FOR DRAIN TROUGH ONLY), NO. 2A OARS AGGRGAT AND ANY OTHR ITM THAT MAY B RQUIRD FOR TH ONSTRUTION OF TH. OMPRSSION SALS, POLYTHYLN SHTING, LOSD LL, POXY BONDING OMPOUND, SAWING AND SALING JOINTS AND BITUMINOUS PAPR ITMS AR INIDNTAL TO TH ONRT. ND OVR PLATS, BOLTS, WASHRS AND THRADD INSRTS FOR TYP 3 AND 5 S AR INIDNTAL TO TH NOPRN STRIP SAL DAM. MASONRY PLATS, BARING PLATS, PTF, STAINLSS STL PLATS, STUDS AND ANHOR BOLTS RQUIRD FOR TH DRAIN TROUGH FOR TYP 4 AR INIDNTAL TO TH TOOTH XPANSION DAM PAY ITM. TYP 5 S: PROVID STRUTURAL BAKFILL IN AORDAN WITH R-2M. SUBBAS MATRIAL NOT RQUIRD. 0. ROADWAY PAY ITMS: SUPRPAV ASPHALT OVRLAY, ROADWAY, RLIF JOINT, DUTIL IRON PIP, INLTS, XAVATION, SUBBAS MATRIAL AND SUBGRAD DRAINS AR ROADWAY PAY ITMS. SUBBAS THIKNSS BNATH TH S, S, AND HADR SLABS MUST MATH TH ROADWAY SUBBAS THIKNSS. GUIDLIN TH FOLLOWING GUIDLINS AR PROVIDD IN ORDR TO HLP TH DSIGNR DTRMIN TH APPROPRIAT TYP OF TO B SPIFID ON TH ONTRAT DRAWINGS. DSIGNR TO DISUSS OPTIONS WITH PNNDOT PRIOR TO TS&L SUBMISSION.. BRADD S: RFR TO R-23M, DTAILS AR NOT RQUIRD ON TH ONTRAT DRAWINGS, UNLSS OTHRWIS DIRTD. 2. TYP : PROVID TYP WHN ONRT OR FLXIBL IS SPIFID. DSIGNR MUST DTRMIN IF TH S WILL OR WILL NOT B ONNTD TO TH. 3. TYP 2 : PROVID TYP 2 WHN FLXIBL IS SPIFID. DSIGNR MUST DTRMIN IF TH S WILL OR WILL NOT B ONNTD TO TH. 4. TYPS 3 AND 4 S: TYP 3 AND 4 S ONNTS TH SUPRSTRUTUR AND S WITH TH. PROVID TYP 3 OR 4 WHN AN XPANSION DVI IS RQUIRD AND TH DPARTMNT DIRTS TH DSIGNR TO RLOAT TH XPANSION DVI FROM ON TH TO TH ND OF TH. DSIGNR TO DTRMIN TH RQUIRD JOINT OPNING AT TIM OF ONSTRUTION AND TH MOVMNT RQUIRMNTS OF TH AT TH ND OF TH IN AORDAN WITH TH RQUIRMNTS OF DSIGN MANUAL, PART TYP 5 : PROVID TYP 5 WHN INTGRAL ABUTMNTS AR SPIFID. DSIGNR TO DTRMIN TH RQUIRD JOINT OPNING AT TIM OF ONSTRUTION AND TH MOVMNT RQUIRMNTS OF TH AT TH ND OF TH IN AORDAN WITH TH RQUIRMNTS OF DSIGN MANUAL, PART 4, APPNDIX G, STION TYP 3, 4 AND 5 S AR NOT PRMITTD IF MHANIALLY STABILIZD ARTH (MS) ABUTMNTS AND/OR RTAINING WALLS AR SPIFID. MS RTAINING WALLS AR PRMITTD BYOND TH ND OF TH.. SUPRPAV ASPHALT OVRLAY: TH TYP OF SUPRPAV ASPHALT MIXTUR DSIGNS PLAD ON TOP OF TH MUST MATH TH TYP OF SUPRPAV ASPHALT MIXTUR DSIGNS USD ON TH ADJANT ROADWAY. DSIGNR TO SPIFY TH RQUIRD SUPRPAV ASPHALT MIXTUR DSIGNS, FOR TH WARING AND BAS OURSS, ON TH ONTRAT PLANS. TH DPTH OF TH OURSS MUST QUAL 30 MM (5"). ASPHALT OVRLAY IS ONLY PRMITTD ON TYP SUBGRAD DRAIN: PROVID SUBGRAD DRAIN, RFR TO R-30M, ON TH LOW OF TH. 3. PROTTIV OATINGS: APPLY A PROTTIV OATING FOR RINFORD ONRT SURFAS (PNTRATING SALR, SUPRSTRUTUR) IN AORDAN WITH PUBLIATION 408, STION 09 TO TH TOP SURFA OF, HADR SLAB, XPOSD SURFAS OF TH AND TO TH FA AND TOP SURFAS OF TH S. DO NOT PLA PNTRATING SALRS ON TOP OF ANY SURFA THAT RIVS ASPHALT OVRLAY. 4. PLA ROADWAY INLTS OUT TH LIMITS OF TH, HADR SLAB OR S. 5. GNRAL INFORMATION: PROVID PAVING NOTH FROM URB-TO-URB. TH DTAILS PRSNTD IN THIS SHOW A TYPIAL ONRT. DSIGNR IS RSPONSIBL TO PROVID TH APPROPRIAT DTAILS FOR TH TYP RQUIRD. DSIGN OF ABUTMNTS AND BARINGS: DSIGNR TO INLUD TH FOLLOWING ADDITIONAL VRTIAL AND HORIZONTAL LOADS INURRD FROM TH APPROAH SLAB WHN DSIGNING TH ABUTMNTS AND BARINGS, HORIZONTAL RATION FORS TO B ARRID BY ITHR BARINGS AND/OR DOWLS DIRTLY INTO ABUTMNT STM: VRTIAL RATION = DADLOAD OF + MAXIMUM LIV LOAD RATION FROM. MAXIMUM LIV LOAD RATION IS OBTAIND BY TRATING TH APPROAH SLAB AS A SIMPL BAM WHIH SPANS FROM ABUTMNT TO. DSIGNR MUST PLA TRUK AXLS AND/OR LAN LOADING TO DTRMIN MAXIMUM RATION. 7. RFR TO TH DTAILS FOR BAM DPTH LIMITATIONS. SLTION RITRIA TABL MINIMUM SUPRPAV APPROAH ROADWAY ABUTMNT SKW ASPHALT SLAB WITH ONNTD TO AT ND OF ANGL OVRLAY ON TYP TYP BAKWALL? SUPRSTRUTUR? (DGRS)? ONRT 45 N/A NO NO N/A FLXIBL 45 2 FLXIBL 45 N/A NO YS N/A ONRT 45 NOPRN 3 YS YS NO FLXIBL 45 STRIP SAL ONRT 45 TOOTH 4 YS YS NO FLXIBL 45 XPANSION DAM 5 NOPRN ONRT 45 (S N/A YS NO STRIP SAL FLXIBL 45 NOT ) (IF RQUIRD) :. SKW LIMITATIONS PR DSIGN MANUAL, PART 4, APPNDIX G, STION.2.2 MUST ALSO B MT IN ORDR TO US INTGRAL ABUTMNTS. 2. IF SKW ANGL IS LSS THAN 45 DGRS TH DSIGNR MUST DISUSS ALTRNAT DTAILS WITH TH QUALITY ASSURAN DIVISION. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA S GNRAL - 2 HORIZONTAL LOAD = FRITION FATOR X DADLOAD OF : FRITION FATOR = 0.60 ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 2 OF 35 HIF NGINR DIRTOR,

3 DSRIPTION OF PLANS FOR TYP AND TYP 2 S DSRIPTION OF DTAILS FOR TYP AND TYP 2 S A 225 (9") PAVING NOTH 2") 2") SKW ANGL TO MATH SKW 2") TOP 2") BOT. 0 (2-6") 225 TOP & BOT. L A 2") TOP & BOT 2") TOP 225 9") BOT. ROADWAY WIDTH PLAN DSRIPTION SHT NO. ST TO ROADWAY WIDTH 3 ST TO URB TO URB WIDTH 2 4 WITH U-WINGS ST TO ROADWAY WIDTH 3 WITH FLARD WINGS AND MOMNT SLABS 5 (IN SHOULDR) FULL WIDTH WITH ATTAHD 4 S WITH FLARD WINGS OR SHORT 6 U-WINGS FULL WIDTH WITH ATTAHD 5 7 S WITH LONG U-WINGS FULL WIDTH WITH ATTAHD 6 S WITH FLARD WINGS OR SHORT 8 U-WINGS WITH MOMNT SLABS DTAIL DSRIPTION SHT NO. ADJANT TO FLXIBL 0 ADJANT TO ONRT 2 0 ADJANT TO 3 0 RLIF JOINT SUPPORTD ON ABUTMNT 4 BAKWALL WITH NOPRN STRIP SAL DAM SUPPORTD ON ABUTMNT 5 2 BAKWALL WITH TOOTH XPANSION DAM SUPPORTD ON PRSTRSSD 6 3 ONRT ADJANT BOX BAMS SUPPORTD ON PRSTRSSD 7 ONRT SPRAD BOX BAMS AND FULL 4 DPTH ONRT ND DIAPHRAGMS SUPPORTD ON PRSTRSSD 8 ONRT I-BAMS AND FULL DPTH 5 ONRT ND DIAPHRAGMS NOT: 7600 (25-0") 9 SUPPORTD ON STL I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS 6 PROVID PAVING NOTH FROM URB TO URB. PLAN TYP AND TYP 2 ST TO ROADWAY WIDTH 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT SUPPORTD ON ABUTMNT 0 ADJANT TO PRSTRSSD ONRT 7 ADJANT BOX BAMS SUPPORTD ON ABUTMNT ADJANT TO PRSTRSSD ONRT SPRAD 8 BOX BAMS AND FULL DPTH ONRT ND 7600 (25-0") PAY LIMIT: ONRT DIAPHRAGMS SUPPORTD ON ABUTMNT 2 ADJANT TO STL I-BAMS AND FULL DPTH 9 840, FLXIBL ONRT ND DIAPHRAGMS S DTAILS 4 THRU 2 (2-9") 400 ( -4") 2") 60 (2") OR RLIF JOINT ITMS) S DTAILS, 2 AND 3 2") (BOTH NDS) 2") 225 9") SUBBAS PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH PAY LIMITS FOR QUANTITIS SUBSURFA DRAIN (RFR TO INSTRUTIONS TO DSIGNR ) TYP - ONRT 7600 (25-0") PAY LIMIT S DTAILS 4 THRU (2-9") 400 ( -4") 30 (5") SUPRPAV ASPHALT OVRLAY 2") 60 (2") 530 ( -9") TOTAL THIKNSS FLXIBL S DTAIL. FOR, S SHTS AND 2. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND 2") (BOTH NDS) ") 2") PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING SUBBAS OMMONWALTH OF PNNSYLVANIA UNDRNATH PAY LIMITS FOR QUANTITIS SUBSURFA DRAIN (RFR TO INSTRUTIONS TO DSIGNR ) S TYP AND TYP 2 - PLAN AND STION TYP 2 - ONRT WITH SUPRPAV ASPHALT OVRLAY ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 3 OF 35 STION A-A HIF NGINR DIRTOR,

4 WINGWALL WITH TRANSITION URB BLOK 25 (") LOSD LL S DTAIL A 25 (") LOSD LL 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT 200 (7") 25 (") OUT FA A B B 2") 225 (9") PAVING NOTH 2") TOP 2") BOT. LONGITUDINAL SHOULDR JOINT 2") TOP 2") 25 (") FLUSH (RFR TO R-20M) 2") B B URB 2") SKW ANGL TO 2") BOT. MATH SKW 7600 (25-0") LONGITUDINAL SHOULDR JOINT URB (RFR TO R-20M) 2") 0 2") TOP 2") BOT. (S NOT 5) (2-6") 2") PLAN 2 0 (0-0") (S NOT 6) 225 TOP & BOT. L INLT A OUT FA 2") TOP & BOT. 2") TOP 225 9") BOT. 2") TOP 2") TOP 225 9") BOT ") BOT. SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH 25 (") LOSD LL OUT FA JOINT SALING MATRIAL (PLAD URB TO URB) OUT FA TOP OF BATTR 50 (6") TOP OF S NOT 3. BATTR BATTR AS RQUIRD TYP OR TYP 5 ADJANT TO U-WING 50 (6") SAL WITH ASPHALT JOINT SALANT (A-20) 30 (5") SUPRPAV ASPHALT OVRLAY (PLAD URB TO URB) 25 (") LOSD LL SUBBAS BATTR AS RQUIRD TYP 2 ADJANT TO U-WING #3 (#4) 2") 40 (") ONSTR JOINT (RAKD FINISH) 50 (6") (7") (") #3 (#4) 2") APPROAH SLAB S NOT 3. TYP OR TYP 5 - ONRT SAL WITH ASPHALT JOINT SALANT (A-20) 30 (5") SUPRPAV ASPHALT OVRLAY 40 (") ONSTR JOINT APPROAH (RAKD FINISH) SLAB 50 (6") SUBBAS TYP 2 - ONRT WITH SUPRPAV ASPHALT OVRLAY TYP AND TYP 2 APPR0AH SLAB ST TO URB TO URB WIDTH STION B-B STION - WITH U-WINGS GUTTR LIN 25 (") LOSD LL AND JOINT SALING MATRIAL DTAIL A DG OF URB. FOR, S SHTS AND FOR STION A-A, S SHT TYP : SUBBAS TYP 5 : STRUTURAL BAKFILL, RFR TO R-2M. 4. PROVID PAVING NOTH FROM URB TO URB. 5. PROVID TYP 2-S GUID RAIL WITH POSTS AT 950 (3 -") SPA. ALONG URB AFTR GUID RAIL TRANSITION. 6. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA S TYP AND TYP 2 - PLAN 2 ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 4 OF 35 HIF NGINR DIRTOR,

5 MOMNT SLAB WITH OR ROADWAY MOMNT SLAB WITH (LNGTH AS RQUIRD) 25 (") FLUSH 2440 (8-0") SHOULDR/ LAN LIN 0 BND LIN OUT FA (0-0") WITH TRANSITION URB BLOK OUT FA D KYD ONSTRUTION JOINT (S R-20M) D 2") A 225 (9") PAVING NOTH 2") 0 (2-6") 2") TOP D D URB (S NOT 6) URB 0 (0-0") (S NOT 7) SKW ANGL TO MATH SKW 7600 (25-0") 2") BOT. INLT 225 TOP & BOT. KYD ONSTRUTION JOINT (S R-20M) MOMNT SLAB WITH 500 (5-0") ADJANT TO FLXIBL L OR ONRT 800 (6-0") ADJANT TO RLIF JOINT A S NOT 4 OUT FA 2") TOP & BOT. 2") TOP 225 9") BOT. MOMNT SLAB MOMNT SLAB 2440 (8-0") WIDTH = 2440 (8-0") SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH 50 (6") PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH AND MOMNT SLAB OUT FA 50 (6") PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH AND MOMNT SLAB MOMNT SLAB DPTH TI BARS OR TO MATH APPROAH TI BOLTS SLAB DPTH SUBBAS (RFR TO R-20M) TYP ADJANT TO MOMNT SLAB MOMNT SLAB WITH 2440 (8-0") TYP 2 ADJANT TO MOMNT SLAB STION D-D OR ROADWAY SHOULDR/ LAN LIN SAL WITH ASPHALT JOINT SALANT (A-20) MOMNT SLAB DPTH TO MATH APPROAH 30 (5") SUPRPAV SLAB DPTH ASPHALT OVRLAY TI BARS OR TI BOLTS SUBBAS (RFR TO R-20M) (LNGTH AS RQUIRD) 0 (0-0") BND LIN PLAN 3 TYP AND TYP 2 ST TO ROADWAY WIDTH WITH FLARD WINGS AND MOMNT SLABS (IN SHOULDR). FOR, S SHTS AND FOR STION A-A, S SHT FOR ADDITIONAL MOMNT SLAB DTAILS RFR TO BD-627M. 4. LIMINAT TH TI BARS OR TI BOLTS ALONG LNGTH INDIATD. 5. PROVID PAVING NOTH FROM URB TO URB. 6. PROVID TYP 2-S GUID RAIL WITH POSTS AT 950 (3 -") SPA. ALONG URB AFTR GUID RAIL TRANSITION. 7. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA S TYP AND TYP 2 - PLAN 3 ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 5 OF 35 HIF NGINR DIRTOR,

6 0 (0-0") BND LIN #6 (#5) TOP URB OUT FA #32 (#0) BOT. (AS RQUIRD) (S NOT 5) 25 (") FLUSH 200 URB 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT S DTAIL 2") (S DTAIL B) 2") SKW ANGL TO MATH SKW 7600 (25-0") A DIAPHRAGM OR BAKWALL 225 (9") PAVING NOTH 2") TOP 2") BOT. 0 (2-6") (S DTAIL B) (0-0") (S NOT 6) 225 TOP & BOT. L A INLT 2") TOP & BOT. 2") TOP 225 9") BOT. (DTAIL AS RQUIRD) SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH GUTTR LIN DTAIL DG OF URB OUT FA #6 (#5) TOP #32 (#0) BOT. (AS RQUIRD) 420 ( -4") DG OF. FOR, S SHTS AND FOR STION A-A, S SHT FOR STION -, S SHT FOR STION -, S SHT PROVID TYP 2-S GUID RAIL WITH POSTS AT 950 (3 -") SPA. ALONG 0 (0-0") BND LIN PLAN 4 TYP AND TYP 2 FULL WIDTH WITH ATTAHD S URB AFTR GUID RAIL TRANSITION. 6. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. WITH FLARD WINGS OR SHORT U-WINGS SHOULDR/LAN LIN SHOULDR/LAN LIN KYD S NOT A JOINT SALING MATRIAL, JOINT SALING MATRIAL, S DTAIL KYD SUPRPAV ASPHALT S NOT A OVRLAY 3 (") TO 6 (") 6 (") SAW UT 25 (") NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND S DTAIL ONRT ONRT JOINT SALING MATRIAL OMMONWALTH OF PNNSYLVANIA JOINT SALING DTAIL WITHOUT ASPHALT OVRLAY WITH ASPHALT OVRLAY NOT A: PROVID ONTINUOUS RINFORMNT THRU JOINT. S DTAIL B OPTIONAL AT SHOULDR/LAN LIN MHANIAL SPLIS AR PRMITTD AS AN OPTION. ROMMNDD TYP AND TYP 2 - PLAN 4 ROMMNDD SHT 6 OF 35 SPT. 20, 200 SPT. 20, 200 HIF NGINR DIRTOR,

7 25 (") FLUSH URB OUT FA 25 (") FLUSH 500 (5-0") 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT INLT 2") 2") SKW ANGL TO MATH SKW 7600 (25-0") A DIAPHRAGM OR BAKWALL 225 (9") PAVING NOTH 2") TOP 2") BOT. 0 (2-6") 0 (0-0") (S NOT 4) 225 TOP & BOT. L A 2") TOP & BOT. 2") TOP 225 9") BOT. SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH APPROAH SLAB WITH TOP BOTTOM OF 25 (") STYROFOAM (FAR OF WINGWALL) WINGWALL WITH 25 (") FLUSH V-NOTH BND LIN WINGWALL STION F-F GUTTR LIN TOP OF WINGWALL AND ONSTR JOINT OUT FA F 500 (5-0") 25 (") FLUSH F PLAN 5 TYP AND TYP 2 FULL WIDTH WITH ATTAHD S WITH LONG U-WINGS. FOR, S SHTS AND FOR STION A-A, S SHT FOR STION -, S SHT INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA S TYP AND TYP 2 - PLAN 5 ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 7 OF 35 HIF NGINR DIRTOR,

8 MOMNT SLAB WITH 25 (") FLUSH OUT FA (S NOT 4) 0 (0-0") H URB (S NOT 6) 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT MOMNT SLAB WITH ROADWAY 0 (0-0") (S NOT 7) INLT 2440 (8-0") SHOULDR OUT FA 2440 (8-0") SHOULDR/ LAN LIN TI BARS OR TI BOLTS 2") A DIAPHRAGM OR BAKWALL 225 (9") PAVING NOTH 2") SKW ANGL TO MATH SKW 7600 (25-0") 2") TOP 2") BOT. 0 (2-6") H 225 TOP & BOT. L A 2") TOP & BOT. 2") TOP 225 9") BOT. H ROADWAY WIDTH URB TO URB WIDTH WIDTH 50 (6") OUT FA LONGITUDINAL SUBBAS SHOULDR JOINT (RFR TO R-20M) MOMNT SLAB ADJANT TO TYP MOMNT SLAB WITH 2440 (8-0") SAL WITH ASPHALT JOINT SALANT (A-20) ROADWAY SHOULDR/ LAN LIN 2440 (8-0") SHOULDR (5") SUPRPAV ASPHALT OVRLAY TI BARS OR TI BOLTS (6") OUT FA G H G SUBBAS LONGITUDINAL SHOULDR JOINT (RFR TO R-20M) (S NOT 4) 0 (0-0") MOMNT SLAB WITH MOMNT SLAB ADJANT TO TYP 2 PLAN 6 TYP AND TYP 2 FULL WIDTH WITH ATTAHD S STION H-H WITH FLARD WINGS OR SHORT U-WINGS WITH MOMNT SLABS APPROAH MOMNT SLAB SLAB WITH WITH TOP (S NOT 4). FOR, S SHTS AND FOR STION A-A, S SHT FOR STION -, S SHT 9. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND 4. PROVID TH FOLLOWING JOINT OPNINGS: BOTTOM OF V-NOTH BND LIN GUTTR LIN ADJANT TO ONRT 0R FLXIBL : 25mm (") FLUSH ADJANT TO RLIF JOINT: ( -0") AND PROVID SLIDING PLAT IN AORDAN WITH TH DTAILS SHOWN ON BD-627M. OMMONWALTH OF PNNSYLVANIA TOP OF WINGWALL (IF RQUIRD) BOTTOM OF MOMNT SLAB 5. FOR ADDITIONAL MOMNT SLAB DTAILS RFR TO BD-627M. 6. PROVID TYP 2-S GUID RAIL WITH POSTS AT 950 (3 -") SPA. ALONG URB AFTR GUID RAIL TRANSITION. 7. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S 25 (") STYROFOAM POSTS IN GUID RAIL TRANSITION. S (IF WINGWALL IS RQUIRD) (FAR OF WINGWALL TYP AND TYP 2 - PLAN 6 IF WINGWALL IS RQUIRD. XTND TO OUT FA IF NOT.) WINGWALL (IF RQUIRD) STION G-G ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 HIF NGINR DIRTOR, SHT 8 OF 35

9 WIDTH URB TO URB WIDTH SHOULDR ROADWAY WIDTH SHOULDR DSIGNR RQUIRD TO DTAIL 400 ( -4") - TYP APPROPRIAT 450 ( -6") - TYP 3 AND TYP 4 OUT FA ONSTR JOINT (RAKD FINISH) 840 (2-9") #6 (#5) BARS TYP. IF SPLI IS RQUIRD 60 (2") 2") OUT FA 90^ BND WINGWALL (IF RQUIRD) PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH S DTAIL D 2") - TYP 990 (3-3") #9 (#6) BARS 2") - TYP 3 AND TYP 4 (4-3") #22 (#7) BARS TYP. IF SPLI 225 9") - TYP IS RQUIRD 50 6") - TYP 3 AND TYP 4 TYP, TYP 3 OR TYP 4 ONRT WITH ATTAHD S WIDTH URB TO URB WIDTH SHOULDR ROADWAY WIDTH SHOULDR DSIGNR RQUIRD TO DTAIL APPROPRIAT OUT FA S DTAIL ONSTR JOINT (RAKD FINISH) 840 (2-9") #6 (#5) BARS TYP. IF SPLI IS RQUIRD 400 ( -4") 60 (2") 2") 530 ( -9") TOTAL THIKNSS 30 (5") SUPRPAV ASPHALT OVRLAY OUT FA 90^ BND WINGWALL (IF RQUIRD) PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH S DTAIL D 990 (3-3") #9 (#6) BARS TYP. IF SPLI IS RQUIRD 225 9") 2") TYP 2 - ONRT WITH ATTAHD S AND SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND 2. STION - NOT: ITHR ALL MTRI OR ALL NGLISH VALUS OUT FA OUT FA SAL WITH ASPHALT JOINT SALANT (A-20) MUST B USD ON PLANS. MTRI AND SAL WITH AN APPROVD AULKING OMPOUND 9x9 ("x") HAMFR TOP OF WINGWALL LVL 30 (5") SUPRPAV ASPHALT OVRLAY OMMONWALTH OF PNNSYLVANIA 25 (") STYROFOAM PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING WINGWALL UNDRNATH S BATTR AS RQUIRD TYP THRU TYP 4 - TRANSVRS STION WITH ATTAHD S DTAIL D DTAIL D DTAIL ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 9 OF 35 WITH WINGWALL WITHOUT WINGWALL HIF NGINR DIRTOR,

10 ONRT FLXIBL ONRT ONRT 0 (2-6") S DTAIL F ROADWAY STRUTUR 0 (2-6") TYP JOINT RFR TO R-20M DPTH OF ONRT ROADWAY STRUTUR 530 ( -9") 400 ( -4") 30 (5") 400 ( -4") LASS AA LASS AA MNT ONRT SUBBAS 50 (6") MNT ONRT SLIDING SURFA TYP (WITHOUT OVRLAY) - DTAIL SUBBAS 50 (6") ND OF ADJANT TO FLXIBL ONRT FLXIBL 0 (2-6") S DTAIL G 30 (5") SUPRPAV ASPHALT OVRLAY SAWUT AND SAL TO WIDTH OF SLIDING SURFA ") 500 (5-0") ") 500 (5-0") ROADWAY LASS AA LASS AA STRUTUR MNT ONRT MNT ONRT 530 ( -9") 400 ( -0") ( -4") ( -0") 830 (2-9") 700 (2-4") 400 ( -0") LASS AA ( -4") 400 ( -4") LASS AA MNT ONRT LASS AA MNT ONRT SUBBAS MNT ONRT SUBBAS 50 (6") 50 (6") SLIDING SURFA TYP - DTAIL 2 ONRT SLIDING SURFA (5-0") (S NOT 3) ") ND OF ADJANT TO ONRT RLIF JOINT FOR DTAILS NOT SHOWN RFR TO R-24M 0 (2-6") 0 (2-6") ( -0") 800 (6-0") 2") RINFORD ONRT LASS AA MNT ONRT ROADWAY 400 ( -0") ( -4") STRUTUR DPTH OF 700 (2-4") 700 (2-4") ONRT TYP 2 (WITH OVRLAY) - DTAIL TYP - DTAIL 3 ND OF ADJANT ND OF ADJANT TO TO FLXIBL RLIF JOINT SAWUT APPROAH SLAB FLXIBL SAWUT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND 3 (") TO 6 (") ONRT DTAIL F 0 (") ROADWAY GRAD 9 (") JOINT SALING MATRIAL FLXIBL TOP OF ONRT TOP OF SUPRPAV ASPHALT OVRLAY 30 (5") 3 (") TO 6 (") 9 (") DTAIL G 0 (") ROADWAY GRAD JOINT SALING MATRIAL INITIAL SAWUT 3 (") (DPTH TO TOP OF ONRT ). FOR, S SHTS AND TROWL SMOOTH AND PLA 2 LAYRS OF 0. mm (4 MIL.) POLYTHYLN SHTING AS BOND BRAKR. 3. US DTAIL 2 ONLY WHN LIMITD MOVMNT IS ANTIIPATD IN TH ROADWAY OTHRWIS US DTAIL 3. RFR TO R-24M FOR ADDITIONAL OMMONWALTH OF PNNSYLVANIA S TYP AND TYP 2 - DTAILS, 2 AND 3 (ADJANT TO ROADWAY) INFORMATION. ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 0 OF 35 HIF NGINR DIRTOR,

11 600* (2-0")* 600* LIMITS OF 3* (2-0")* BLOKOUT ( -3")* 3* ( -3")* JOINT NOPRN STRIP SAL DAM (S B-767M) 0* (")* S DTAIL H TYP TYP 2 ONRT 0* (")* ROADWAY GRAD ( -0") DK SLAB AND HAUNH BAM NOTH OR INRASD HAUNH DPTH BAM ONSTR JOINT 0 (") LOSD LL 25* * BAKWALL () BOND BRAKR, 2-PLY BIT. PAPR 400 ( -4") LASS AA MNT ONRT 600 (2-0") 00 (4") ONSTR. JOINT 00* 500* (4")* ( -8")* 400 ( -4") 530 ( -9") 3 (") TO 6 (") 9 (") DTAIL H JOINT SALING MATRIAL 0 (") LOSD LL ONRT TYP (WITHOUT OVRLAY) - DTAIL 4 OPTIONAL BAKWALL () SUPPORTD ON ABUTMNT BAKWALL WITH NOPRN STRIP SAL DAM LIMITS OF BLOKOUT NOPRN STRIP SAL DAM (S B-767M) 600* (2-0")* 3* ( -3")* S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND DSIGNR TO DTRMIN BAKWALL SHAP. ( -0") DK SLAB AND HAUNH BAM NOTH OR INRASD HAUNH DPTH BAM ONSTR JOINT 0 (") LOSD LL 25* * BAKWALL () BOND BRAKR, 2-PLY BIT. PAPR 400 ( -4") 30 (5") LASS AA MNT ONRT 530 ( -9") NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA TYP 2 (WITH OVRLAY)- DTAIL 4 SUPPORTD ON ABUTMNT S TYP AND TYP 2 - DTAIL 4 (NOPRN STRIP SAL DAM WITH BAKWALL) BAKWALL WITH NOPRN STRIP SAL DAM ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT OF 35 HIF NGINR DIRTOR,

12 600* SAWUT (2-0")* 0* LIMITS OF BLOKOUT 3* ( -3")* 0* JOINT SALING MATRIAL (")* 9 (") ROADWAY GRAD ( -0") DK SLAB AND HAUNH BAM NOTH OR INRASD HAUNH DPTH TOOTH XPANSION DAM (S B-762M) (")* S DTAIL H, SHT 400 ( -4") ONRT 3 (") TO 6 (") 30 (5") SUPRPAV ASPHALT OVRLAY BAM BOND BRAKR, ONSTR 2-PLY BIT. PAPR JOINT 0 (") LOSD LL 25* * LASS AA MNT ONRT JOINT SALING MATRIAL 3 (") DIA HAT RSISTANT BAKR ROD ONRT 0 (") LOSD LL TYP (WITHOUT OVRLAY) - DTAIL 5 DTAIL J SUPPORTD ON ABUTMNT BAKWALL WITH TOOTH XPANSION DAM LIMITS OF BLOKOUT TOOTH XPANSION DAM (S B-762M) 600* (2-0")* 3* ( -3")* S DTAIL J SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND 2. ( -0") DK SLAB AND HAUNH BAM NOTH OR INRASD HAUNH DPTH 400 ( -4") 30 (5") 530 ( -9") BAM BOND BRAKR, ONSTR 2-PLY BIT. PAPR JOINT 0 (") LOSD LL 25* * LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA TYP 2 (WITH OVRLAY)- DTAIL 5 SUPPORTD ON ABUTMNT BAKWALL WITH TOOTH XPANSION DAM S TYP AND TYP 2 - DTAIL 5 (TOOTH XPANSION DAM WITH BAKWALL) ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 2 OF 35 HIF NGINR DIRTOR,

13 0* (")* S DTAIL H, SHT 40 (5") DK SLAB PLUS 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO 400 ( -4") BD-66M) VOID 0 (") LOSD LL 25* * 3* ( -3")* L BRGS. BOND BRAKR, 2-PLY BIT. PAPR ND OF BAM LASS AA MNT ONRT P/S ONRT ADJANT BOX BAM FRONT FA OF ABUTMNT BATTR AS RQUIRD 450* ( -6")* TYP (WITHOUT OVRLAY) - DTAIL 6 SUPPORTD ON P/S ONRT ADJANT BOX BAMS FOR BAM DPTHS 685 (27") AND GRATR 40 (5") DK SLAB S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND BURN OFF, TO TOP OF BAM, RINFORMNT AND/OR LIFTING DVIS PROTRUDING INTO. 3. DTAILS SHOWN MAY ONLY B USD IF TH BAM DPTH IS QUAL TO OR XDS TH DPTHS INDIATD. IF RQUIRD BAM DPTH IS LSS THAN INDIATD RFR TO DTAIL 0. PLUS 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO BD-66M) 400 ( -4") 30 (5") 530 ( -9") VOID P/S ONRT ADJANT BOX BAM 0 (") LOSD LL 25* * 3* ( -3")* L BRGS. BOND BRAKR, 2-PLY BIT. PAPR ND OF BAM LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA FRONT FA OF ABUTMNT BATTR AS RQUIRD 450* ( -6")* TYP 2 (WITH OVRLAY)- DTAIL 6 SUPPORTD ON P/S ONRT ADJANT BOX BAMS FOR BAM DPTHS S TYP AND TYP 2 - DTAIL 6 (P/S ONRT ADJANT BOX BAMS WITHOUT BAKWALL) 760 (30") AND GRATR ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 3 OF 35 HIF NGINR DIRTOR,

14 0* (")* S DTAIL H, SHT 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO 225 (9") 400 ( -4") BD-66M) 0 (") LOSD LL VOID L BRGS. 25* * * ( -0")* 3* ( -3")* BOND BRAKR, 2-PLY BIT. PAPR ND OF BAM FULL DPTH DIAPHRAGM (RFR TO BD-656M) LASS AA MNT ONRT P/S ONRT SPRAD BOX BAM FRONT FA OF ABUTMNT BATTR AS RQUIRD 450* ( -6")* TYP (WITHOUT OVRLAY) - DTAIL 7 SUPPORTD ON P/S ONRT SPRAD BOX BAMS AND FULL DPTH ONRT ND DIAPHRAGMS FOR BAM DPTHS 60 (24") AND GRATR S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND BURN OFF, TO TOP OF BAM, RINFORMNT AND/OR LIFTING DVIS PROTRUDING INTO. 3. DTAILS SHOWN MAY ONLY B USD IF TH BAM DPTH IS QUAL TO OR XDS TH DPTHS INDIATD. IF RQUIRD BAM DPTH IS LSS THAN INDIATD RFR TO DTAIL. 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO BD-66M) 225 (9") 400 ( -4") 30 (5") 530 ( -9") 0 (") LOSD LL VOID L BRGS. P/S ONRT SPRAD BOX BAM BOND BRAKR, 25* 2-PLY BIT. PAPR * ND OF BAM * ( -0")* 3* FULL DPTH ( -3")* DIAPHRAGM (RFR TO BD-656M) LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA FRONT FA OF ABUTMNT BATTR AS RQUIRD 450* ( -6")* TYP 2 (WITH OVRLAY)- DTAIL 7 SUPPORTD ON P/S ONRT SPRAD BOX BAMS AND FULL DPTH ONRT ND DIAPHRAGMS S TYP AND TYP 2 - DTAIL 7 (P/S ONRT SPRAD BOX BAMS WITHOUT BAKWALL) ROMMNDD ROMMNDD SHT 4 OF 35 SPT. 20, 200 SPT. 20, 200 FOR BAM DPTHS 760 (30") AND GRATR HIF NGINR DIRTOR,

15 0* (")* S DTAIL H, SHT 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) 225 (9") 400 ( -4") BOND BRAKR, 2-PLY BIT. PAPR BAM NOTH (RFR TO 0 (") LOSD LL 25* BD-662M) * 450* FULL DPTH ( -6")* DIAPHRAGM P/S ONRT (RFR TO BD-656M) I-BAM ND OF BAM LASS AA MNT ONRT 5* (4")* TYP (WITHOUT OVRLAY) - DTAIL 8 SUPPORTD ON P/S ONRT I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND BURN OFF, TO TOP OF BAM, RINFORMNT AND/OR LIFTING DVIS PROTRUDING INTO. 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) 225 (9") 400 ( -4") 30 (5") 530 ( -9") BAM NOTH BOND BRAKR, (RFR TO 2-PLY BIT. PAPR BD-662M) 0 (") LOSD LL 25* * 460* FULL DPTH P/S ONRT ( -6")* DIAPHRAGM I-BAM (RFR TO BD-656M) ND OF BAM LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA 5* (4")* S TYP AND TYP 2 - DTAIL 8 TYP 2 (WITH OVRLAY)- DTAIL 8 (P/S ONRT I-BAMS WITHOUT BAKWALL) SUPPORTD ON P/S ONRT I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 5 OF 35 HIF NGINR DIRTOR,

16 0* (")* S DTAIL H, SHT 200 DK SLAB 0 (") HAUNH (WITHOUT BAM NOTH * (2")* * * 400 ( -4") AMBR) (RFR TO BD-6M) ROUGH ONSTR. JOINT 0 (") LOSD LL 25* * STL I-BAM BOND BRAKR, 2-PLY BIT. PAPR FULL DPTH DIAPHRAGM (RFR TO BD-6M) ND OF BAM LASS AA MNT ONRT 5* (4")* TYP (WITHOUT OVRLAY) - DTAIL 9 SUPPORTD ON STL I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS FOR BAM DPTHS 640 (2 -") AND GRATR S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND DTAILS SHOWN MAY ONLY B USD IF TH BAM DPTH IS QUAL TO OR XDS TH DPTHS INDIATD. IF RQUIRD BAM DPTH IS LSS THAN INDIATD RFR TO DTAIL DK SLAB 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO * (2")* * * 400 ( -4") 30 (5") 530 ( -9") BD-6M) ROUGH ONSTR. JOINT 0 (") LOSD LL 25* * STL I-BAM BOND BRAKR, 2-PLY BIT. PAPR FULL DPTH DIAPHRAGM (RFR TO BD-6M) ND OF BAM LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA 5* (4")* S TYP 2 (WITH OVRLAY)- DTAIL 9 TYP AND TYP 2 - DTAIL 9 (STL BAMS WITHOUT BAKWALL) SUPPORTD ON STL I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS FOR BAM DPTHS 770 (2-6") AND GRATR ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 6 OF 35 HIF NGINR DIRTOR,

17 0* (")* S DTAIL H, SHT 40 (5") DK SLAB PLUS 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO 3* ( -3")* 0 (0") 400 ( -4") VOID P/S ONRT ADJANT BOX BAM BD-66M) FRONT FA OF ABUTMNT 0 (") LOSD LL L BRGS. ND OF BAM #6 (#5) BARS 2") PROVID ADDITIONAL #6 (#5) BARS IF HAUNH IS GRATR THAN ( -0") BOND BRAKR, 2-PLY BIT. PAPR 450 ( -6") LASS AA MNT ONRT 450* ( -6")* ABUTMNT (RFR TO BD-62M FOR ADDITIONAL DTAILS) TYP (WITHOUT OVRLAY) - DTAIL 0 SUPPORTD ON ABUTMNT ADJANT TO P/S ONRT ADJANT BOX BAMS FOR BAM DPTHS LSS THAN 685 (27") 40 (5") DK SLAB 0* (")* S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND PROVID RINFORMNT IN HAUNH ONLY WHN DPTH OF HAUNH XDS 00 (4"). PLUS 0 (") HAUNH (WITHOUT AMBR) BAM NOTH (RFR TO BD-66M) VOID 3* ( -3")* ND OF BAM 0 (") LOSD LL 0 (0") 2") 400 ( -4") 30 (5") 530 ( -9") #6 (#5) BARS L BRGS. P/S ONRT ADJANT BOX BAM FRONT FA OF ABUTMNT 450* ( -6")* PROVID ADDITIONAL #6 (#5) BARS IF HAUNH IS GRATR THAN ( -0") BOND BRAKR, 2-PLY BIT. PAPR 450 ( -6") LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA ABUTMNT (RFR TO BD-62M FOR ADDITIONAL DTAILS) TYP 2 (WITH OVRLAY)- DTAIL 0 SUPPORTD ON ABUTMNT ADJANT TO P/S ONRT ADJANT BOX BAMS FOR BAM DPTHS LSS THAN 760 (30") S TYP AND TYP 2 - DTAIL 0 (P/S ONRT ADJANT BOX BAMS WITH ABUTMNT ORBL) ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 7 OF 35 HIF NGINR DIRTOR,

18 0* (")* S DTAIL H, SHT 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) 0 (") LOSD LL * ( -0")* BAM NOTH (RFR TO 50 (6") 0 (0") 400 ( -4") BD-66M) VOID L BRGS. P/S ONRT SPRAD BOX BAM FULL DPTH DIAPHRAGM (RFR TO BD-656M) FRONT FA OF ABUTMNT ND OF BAM #6 (#5) BARS 3* ( -3")* 2") PROVID ADDITIONAL #6 (#5) BARS IF HAUNH IS GRATR THAN ( -0") BOND BRAKR, 2-PLY BIT. PAPR 450 ( -6") LASS AA MNT ONRT 450* ( -6")* ABUTMNT (RFR TO BD-62M FOR ADDITIONAL DTAILS) TYP (WITHOUT OVRLAY) - DTAIL SUPPORTD ON ABUTMNT ADJANT TO P/S ONRT SPRAD BOX BAMS AND FULL DPTH ONRT ND DIAPHRAGMS FOR BAM DPTHS LSS THAN 60 (24") 0* (")* S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND PROVID RINFORMNT IN HAUNH ONLY WHN DPTH OF HAUNH XDS 00 (4"). 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) BAM NOTH 50 (6") (RFR TO BD-66M) 0 (") LOSD LL * ( -0")* ND OF BAM 0 (0") 2") 400 ( -4") 30 (5") 530 ( -9") VOID #6 (#5) BARS L BRGS. P/S ONRT SPRAD BOX BAM FULL DPTH 3* DIAPHRAGM ( -3")* (RFR TO BD-656M) FRONT FA OF ABUTMNT 450* ( -6")* PROVID ADDITIONAL #6 (#5) BARS IF HAUNH IS GRATR THAN ( -0") BOND BRAKR, 2-PLY BIT. PAPR 450 ( -6") LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA ABUTMNT (RFR TO BD-62M FOR ADDITIONAL DTAILS) TYP 2 (WITH OVRLAY)- DTAIL SUPPORTD ON ABUTMNT ADJANT TO P/S ONRT SPRAD BOX BAMS AND FULL DPTH ONRT ND DIAPHRAGMS S TYP AND TYP 2 - DTAIL (P/S ONRT SPRAD BOX BAMS WITH ABUTMNT ORBL) FOR BAM DPTHS LSS THAN 760 (30") ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 8 OF 35 HIF NGINR DIRTOR,

19 525* ( -9")* 0* (")* S DTAIL H, SHT 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) 400 ( -4") 0 (") LOSD LL 0 (0") 400 ( -4") ROUGH ONSTR. JOINT #6 (#5) BARS FULL DPTH DIAPHRAGM (RFR TO BD-6M) ND OF BAM STL I-BAM L BRGS. 5* (4")* 250* (0") (POT BARINGS) 3* ( -3")* (LASTOMRI BARINGS) FRONT FA OF ABUTMNT 2") PROVID ADDITIONAL #6 (#5) BARS IF HAUNH IS GRATR THAN ( -0") BOND BRAKR, 2-PLY BIT. PAPR 450 ( -6") LASS AA MNT ONRT ABUTMNT (RFR TO BD-62M FOR ADDITIONAL DTAILS) TYP (WITHOUT OVRLAY) - DTAIL 2 SUPPORTD ON ABUTMNT ADJANT TO STL I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS FOR BAM DPTHS LSS THAN 640 (2 -") 525* ( -9")* 0* (")* S DTAIL J, SHT 2 SUPRPAV ASPHALT OVRLAY. FOR, S SHTS AND PROVID RINFORMNT IN HAUNH ONLY WHN DPTH OF HAUNH XDS 00 (4"). 200 DK SLAB 0 (") HAUNH (WITHOUT AMBR) 400 ( -4") ROUGH ONSTR. JOINT 0 (") LOSD LL 0 (0") 2") 400 ( -4") 30 (5") 530 ( -9") #6 (#5) BARS FULL DPTH DIAPHRAGM (RFR TO BD-6M) ND OF BAM STL I-BAM L BRGS. 5* (4")* 250* (0") (POT BARINGS) 3* ( -3")* (LASTOMRI BARINGS) FRONT FA OF ABUTMNT PROVID ADDITIONAL #6 (#5) BARS IF HAUNH IS GRATR THAN ( -0") BOND BRAKR, 2-PLY BIT. PAPR 450 ( -6") LASS AA MNT ONRT NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA ABUTMNT (RFR TO BD-62M FOR ADDITIONAL DTAILS) TYP 2 (WITH OVRLAY)- DTAIL 2 SUPPORTD ON ABUTMNT ADJANT TO S TYP AND TYP 2 - DTAIL 2 (STL BAMS WITH ABUTMNT ORBL) STL I-BAMS AND FULL DPTH ONRT ND DIAPHRAGMS FOR BAM DPTHS LSS THAN 770 (2-6") ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 9 OF 35 HIF NGINR DIRTOR,

20 500 (5-0") ADJANT TO FLXIBL 25 (") FLUSH 2250 (7-6") ADJANT TO ONRT OUT FA 2550 (8-6") ADJANT TO RLIF JOINT 650 (5-6") URB DSRIPTION OF PLANS FOR TYP 3 S DSRIPTION OF DTAILS FOR TYP 3 PLAN DSRIPTION SHT NO. DTAIL DSRIPTION SHT NO. INLT WITH LONG U-WINGS 20 3 ND OF WITH NOPRN STRIP SAL DAM ADJANT TO FLXIBL 23 2") J 225 (9") PAVING NOTH DIAPHRAGM BAKWALL 900 (30-0") 2") SKW ANGL TO MATH SKW 2") TOP 2") BOT. 900 (3-0") 600 (2-0") BLOKOUT 0 (0-0") (S NOT 3) 225 TOP & BOT. L J 2") TOP & BOT. 2") TOP 50 6") BOT. SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH WITH FLARD WINGS OR 2 2 SHORT U-WINGS WITH MOMNT SLABS WITH 3 FLARD WINGS OR 22 SHORT U-WINGS TOP 2 (") PLAT S DTAIL K, SHT 2 BOTTOM OF ND OF WITH NOPRN STRIP SAL DAM 4 23 ADJANT TO ONRT ND OF WITH NOPRN STRIP SAL DAM 5 23 ADJANT TO RLIF JOINT ONNTD TO P/S ONRT ADJANT 9 28 BOX BAMS WITH BAKWALL ONNTD TO TH SUPRSTRUTUR 20 ADJANT TO P/S ONRT SPRAD BOX BAMS AND 29 ONRT ND DIAPHRAGMS WITH BAKWALL ONNTD TO TH SUPRSTRUTUR 2 ADJANT TO P/S ONRT I-BAMS AND ONRT 30 ND DIAPHRAGMS WITH BAKWALL ONNTD TO TH SUPRSTRUTUR 22 ADJANT TO STL I-BAMS AND ONRT ND 3 DIAPHRAGMS WITH BAKWALL APPROAH WINGWALL SLAB WITH WITH JOINT OPNING AS RQUIRD FOR NOPRN STRIP SAL GUTTR LIN V-NOTH TOP OF WINGWALL AND ONSTR JOINT 25 (") BND LIN OUT FA K 650 (5-6") JOINT OPNING AS RQUIRD FOR K STYROFOAM PLAN TYP 3 WITH LONG U-WINGS NOPRN STRIP SAL (TYP. AH ) (FAR OF WINGWALL) WINGWALL 2 (") BTWN BOTTOM OF PLAT AND TOP OF WALL STION K-K 900 (30-0") 840 TRANSVRS LIMITS OF. FOR, S SHTS AND 2. S DTAILS 9 THRU 22 (2-9") 450 ( -6") 2") 60 (2") ONRT BLOKOUT NOPRN STRIP SAL DAM (S B-767M) S DTAILS 3, 4 AND 5 2. FOR STION -, S SHT INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND 2") (BOTH NDS) DIAPHRAGM 225 9") 50 6") 2") PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH SUBBAS SUBSURFA DRAIN (RFR TO INSTRUTIONS TO DSIGNR ) OMMONWALTH OF PNNSYLVANIA PAY LIMITS FOR QUANTITIS PAY LIMIT: ONRT, FLXIBL BAKWALL PLAD PARALLL TO BAMS AND SPAD BTWN BAMS, BAM WBS OR RLIF JOINT ITMS) S TYP 3 - PLAN AND STION OR PLAD WITH P/S ADJANT BOX BAMS STION J-J ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 20 OF 35 HIF NGINR DIRTOR,

21 500 (5-0") ADJANT TO FLXIBL 2250 (7-6") ADJANT TO ONRT MOMNT SLAB WITH 25 (") FLUSH 2550 (8-6") ADJANT TO RLIF JOINT OUT FA 0 (0-0") (S NOT 4) M URB (S NOT 6) MOMNT SLAB WITH ROADWAY 2440 (8-0") SHOULDR/ LAN LIN 0 (0-0") (S NOT 7) INLT 2440 (8-0") SHOULDR OUT FA TI BARS OR TI BOLTS 50 M (6") 2") 2") SKW ANGL TO MATH SKW 900 (30-0") J 225 (9") PAVING NOTH DIAPHRAGM BAKWALL 2") TOP 2") BOT. 900 (3-0") 600 (2-0") BLOKOUT 225 TOP & BOT. L J 2") TOP & BOT. 2") TOP 50 6") BOT. M ROADWAY WIDTH URB TO URB WIDTH WIDTH LONGITUDINAL SUBBAS SHOULDR JOINT (RFR TO R-20M) MOMNT SLAB ADJANT TO TYP 3 OR TYP 4 STION M-M 2440 (8-0") SHOULDR. FOR, S SHTS AND 2. OUT FA L JOINT OPNING AS RQUIRD FOR NOPRN STRIP SAL M (S NOT 4) 0 (0-0") L 2. FOR STION -, S SHT FOR STION J-J, S SHT PROVID TH FOLLOWING JOINT OPNINGS: ADJANT TO ONRT OR FLXIBL : 25mm (") FLUSH (TYP. AH ) MOMNT SLAB WITH ADJANT TO RLIF JOINT: ( -0") AND PROVID SLIDING PLAT IN AORDAN PLAN 2 TYP 3 WITH FLARD WINGS OR WITH TH DTAILS SHOWN ON BD-627M. 5. FOR ADDITIONAL MOMNT SLAB DTAILS RFR TO BD-627M. 6. PROVID TYP 2-S GUID RAIL WITH POSTS AT 950 (3 -") SPA. ALONG URB AFTR GUID RAIL TRANSITION. SHORT U-WINGS WITH MOMNT SLABS 7. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. JOINT OPNING AS RQUIRD APPROAH SLAB WITH MOMNT SLAB WITH APPROAH FOR NOPRN STRIP SAL ROADWAY SLAB JOINT OPNING AS RQUIRD FOR NOPRN STRIP SAL (S NOT 4) 38 (") 3-9 (") DIA. GALVANIZD NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND TOP 2 (") PLAT S DTAIL K BND LIN GUTTR LIN 4 ( -7") (6") (6") A325 BOLTS WITH GALVANIZD WASHRS WITH THRADD INSRTS (TYP) 2 (") RMOVABL GALVANIZD STL PLAT OMMONWALTH OF PNNSYLVANIA BOTTOM OF V-NOTH BOTTOM OF MOMNT SLAB 00 (4") L 00 (4") " DIA. HOLS NOT: DSIGNR TO DTRMIN LNGTH (L) OF PLAT. PLAT AND OTHR ITMS INIDNTAL TO OST OF NOPRN S TYP 3 - PLAN 2 2 (") BTWN BOTTOM OF PLAT AND TOP OF STION L-L DTAIL K ND OVR PLAT STRIP SAL DAM. ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 2 OF 35 HIF NGINR DIRTOR,

22 DG OF 0 (0-0") BND LIN APPROAH 2 (") OUT FA #6 (#5) TOP #32 (#0) BOT. (AS RQUIRD) SLAB SLIDING PLAT Z URB (S NOT 5) 25 (") FLUSH 200 URB JOINT OPNING AS RQUIRD FOR NOPRN STRIP SAL APPROAH SLAB ROADWAY J 225 (9") PAVING NOTH DIAPHRAGM S DTAIL, SHT 6 2") BAKWALL 900 (30-0") 420 ( -4") 2") 2") TOP SKW ANGL TO MATH SKW 2") BOT. Z 900 (3-0") 600 (2-0") BLOKOUT (0-0") (S NOT 6) TOP & BOT. L J INLT 2 (") SLIDING PLAT 2") TOP & BOT. 2") TOP 50 6") BOT. SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH 65 (2 -") (6") (6") (6") 38 (") 4-9 (") DIA. GALVANIZD A325 BOLTS WITH GALVANIZD WASHRS WITH THRADD INSRTS (TYP) 2 (") RMOVABL GALVANIZD STL PLAT 24 (") DIA. HOLS NOT: (4") (4") DSIGNR TO DTRMIN LNGTH (L) L OF PLAT. PLAT AND OTHR ITMS INIDNTAL TO OST OF NOPRN STRIP SAL DAM. DTAIL R ND OVR PLAT. FOR, S SHTS AND FOR STION -, S SHT FOR STION -, S SHT FOR STION J-J, S SHT US GUID RAIL TRANSITION SIMILAR TO DTAIL ON B-739M. ON BYOND INLT, PROVID GUID RAIL AND POSTS AS PR R-50M AND/OR R-52M. TOP WITH AND URB JOINT OPNING AS RQUIRD FOR NOPRN STRIP SAL V-NOTH OUT FA N #6 (#5) TOP #32 (#0) BOT. (AS RQUIRD) 0 (0-0") BND LIN 200 URB PLAN 3 TYP 3 WITH FLARD WINGS OR SHORT U-WINGS URB 25 (") FLUSH TOP OF URB GUTTR LIN 2 (") PLAT S DTAIL R 25 (") FLUSH N URB 6. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS JOINT OPNING AS RQUIRD FOR NOPRN STRIP SAL (TYP. AH ) 500 (5-0") ADJANT TO FLXIBL 2250 (7-6") ADJANT TO ONRT 2550 (8-6") ADJANT TO RLIF JOINT OUNTRSUNK MAHIN SRW NOT: ITHR ALL MTRI OR ALL NGLISH VALUS WITH ONRT INSRT AST IN PLA 60 (2") 2 (") SLIDING PLAT 45^ MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA 2 25 URB PLAT, S DTAIL R S S (5") TYP 2-S POSTS IN GUID RAIL TRANSITION. TYP 3 - PLAN 3 2 (") BTWN BOTTOM OF PLAT AND TOP OF STION N-N STION Z-Z ROMMNDD ( ( ( SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 22 OF 35 HIF NGINR DIRTOR,

23 ONRT NOPRN STRIP SAL ONRT NOPRN STRIP SAL TRANSVRS LIMITS OF BLOKOUT DAM (S B-767M) TRANSVRS LIMITS OF BLOKOUT DAM (S B-767M) 600 (2-0") FLXIBL 600 (2-0") ONRT 900 (3-0") 600 (2-0") 900 (3-0") 600 (2-0") 0 (2-6") TOP & BOT. #9 (#6) BARS AH OF JT. (S B-767M) 50 (6") (2") 2") S DTAIL F, SHT 0 ROADWAY STRUTUR LASS AAA MNT ONRT TOP & BOT. #9 (#6) BARS AH OF JT. (S B-767M) 50 (6") (2") 2") TYP JOINT RFR TO R-20M DPTH OF ONRT ROADWAY STRUTUR 450 ( -6") LASS AAA MNT ONRT SLIDING SURFA ROUGH ONSTR JOINT LASS AAA MNT ONRT 450 ( -6") ( -0") 0 (2-6") 450 ( -6") SLIDING SURFA ROUGH ONSTR JOINT LASS AAA MNT ONRT (9") (9") SLIDING SURFA 450 ( -6") ( -0") 0 (2-6") S NOT (2") 2") 0 (0") S NOT 4 LASS AA MNT ONRT 40 (") POLY-VINYL HLORID PIP (SHDUL 40) SPAD AT (2") 0 (0") 2") 40 (") POLY-VINYL HLORID PIP (SHDUL 40) SPAD AT 0 (0-0") MAX. SPAING LASS AA MNT ONRT 50 (6") 500 (5-0") 0 (0-0") MAX. SPAING 50 (6") 2250 (7-6") TYP 3 AND TYP 5 - DTAIL 3 TYP 3 AND TYP 5 - DTAIL 4 ND OF WITH NOPRN STRIP SAL DAM ADJANT TO FLXIBL (S NOT 3) ND OF WITH NOPRN STRIP SAL DAM ADJANT TO ONRT NOPRN STRIP SAL ONRT DAM (S B-767M) TRANSVRS 600 (2-0") LIMITS OF BLOKOUT 600 (2-0") 900 (3-0") 600 (2-0") RLIF JOINT FOR DTAILS NOT SHOWN RFR TO R-24M 0 (2-6") TOP & BOT. #9 (#6) BARS AH OF JT. (S B-767M) 50 (6") (2") ( -0") 2") RINFORD ONRT SLIDING SURFA DPTH OF ONRT. FOR, S SHTS AND TROWL SMOOTH AND PLA 2 LAYRS OF 0.mm (4 MIL.) POLYTHYLN SHTING AS BOND BRAKR. 3. US DTAIL 4 ONLY WHN LIMITD MOVMNT IS ANTIIPATD IN TH ROADWAY OTHRWIS US DTAIL 5. RFR TO R-24M FOR ADDITIONAL INFORMATION. 4. TYP 3 : SUBBAS 450 ( -6") LASS AAA MNT ONRT SLIDING SURFA ROUGH ONSTR JOINT LASS AAA MNT ONRT ROADWAY STRUTUR 0 (2-6") TYP 5 : STRUTURAL BAKFILL, RFR TO R-2M. ( -0") LASS AA MNT ONRT S NOT 4 50 (6") (2") 0 (0") 2") 40 (") POLY-VINYL HLORID PIP (SHDUL 40) SPAD AT 0 (0-0") MAX. SPAING 2550 (8-6") NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND OMMONWALTH OF PNNSYLVANIA TYP 3 AND TYP 5 - DTAIL 5 ND OF WITH NOPRN STRIP SAL DAM ADJANT TO RLIF JOINT S TYP 3 AND TYP 5 - DTAILS 3, 4 AND 5 (ADJANT TO ROADWAY) ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 23 OF 35 HIF NGINR DIRTOR,

24 OUT FA L (2") DIA. DUTIL IRON OUTLT PIP Q R 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT 25 (") FLUSH URB 650 (5-6") DSRIPTION OF PLANS FOR TYP 4 S PLAN DSRIPTION SHT NO. DTAIL DSRIPTION OF DTAILS FOR TYP 4 DSRIPTION SHT NO. WITH LONG U-WINGS 24 6 ND OF HADR SLAB ADJANT TO FLXIBL 27 O 225 (9") PAVING DIAPHRAGM NOTH 2") BAKWALL 2") 500 (5-0") 2050 (6-9") MAX. SKW ANGL TO MATH SKW 900 (30-0") DRAIN TROUGH RINFORMNT 2") TOP BLOKOUT 2") BOT. HADR SLAB RINFORMNT 2") TOP 2") BOT. 0 (2-6") 0 (0-0") HADR SLAB 0 (2-6") BLOKOUT 2") 2") 0 (0-0") (S NOT 5) RINFORMNT 225 TOP & BOT. L O INLT RINFORMNT 2") TOP & BOT. RINFORMNT 2") TOP HADR SLAB RINFORMNT 50 6") BOT. 2") TOP 2") BOT. SHOULDR ROADWAY WIDTH SHOULDR URB TO URB WIDTH WIDTH WITH ND OF HADR SLAB ADJANT TO ONRT 7 27 FLARD WINGS OR 2 25 SHORT U-WINGS WITH ND OF HADR SLAB ADJANT TO MOMNT SLABS 8 27 RLIF JOINT WITH ONNTD TO P/S ONRT 3 FLARD WINGS OR ADJANT BOX BAMS WITH BAKWALL SHORT U-WINGS ONNTD TO TH SUPRSTRUTUR 20 ADJANT TO P/S ONRT SPRAD BOX BAMS AND 29 ONRT ND DIAPHRAGMS WITH BAKWALL ONNTD TO TH SUPRSTRUTUR 2 ADJANT TO P/S ONRT I-BAMS AND ONRT 30 ND DIAPHRAGMS WITH BAKWALL ONNTD TO TH SUPRSTRUTUR 22 ADJANT TO STL I-BAMS AND ONRT ND 3 DIAPHRAGMS WITH BAKWALL APPROAH HADR SLAB WINGWALL SLAB WITH WITH WITH JOINT OPNING 25 (") FLUSH AS RQUIRD FOR TOOTH XPANSION TOP DAM S DTAIL M, SHT 33 BOTTOM OF GUTTR LIN V-NOTH HADR SLAB BOTTOM OF TOP OF WINGWALL AND ONSTR. 25 (") BND LIN JOINT STYROFOAM (FAR OF WINGWALL) 25 (") LOSD LL DRAIN TROUGH OUT FA P PLAN TYP 4 WITH LONG U-WINGS 900 (30-0") Q R JOINT OPNING AS RQUIRD FOR TOOTH XPANSION DAM (TYP. AH ) 650 (5-6") P 25 (") FLUSH (TYP. AH ) LIMITS OF BLOKOUT TRANSVRS STION P-P PAY LIMIT: ONRT WINGWALL S DTAILS 9 THRU (2-9") 450 ( -6") 60 (2") 2") TOOTH XPANSION DAM (S DRAIN TROUGH DTAILS AND B-762M) ONRT Q R ONRT HADR SLAB (TYP) S DTAILS 6, 7 AND 8 2"), FLXIBL OR RLIF JOINT ITMS) 2") (BOTH NDS). FOR, S SHTS AND FOR STION -, S SHT FOR STIONS Q-Q AND R-R, S SHT FOR DRAIN TROUGH DTAILS, S SHTS 32, 33 & INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S POSTS IN GUID RAIL TRANSITION. 2") (BOTH NDS) DIAPHRAGM 225 9") BAKWALL 2") PROVID 2 LAYRS OF 0. mm (4 MIL.)POLYTHYLN SHTING UNDRNATH 50 6") DRAIN TROUGH (S DRAIN TROUGH DTAILS) 2") 2") SUBBAS SUBSURFA DRAIN (RFR TO INSTRUTIONS TO DSIGNR ) OMMONWALTH OF PNNSYLVANIA PLAD PARALLL TO BAMS AND SPAD BTWN BAMS, BAM WBS OR PLAD WITH P/S ADJANT BOX BAMS PAY LIMITS FOR QUANTITIS Q R ( -0") NO. 2A OARS AGGRGAT OR BAKFILL MATRIAL S TYP 4 - PLAN AND STION STION O-O NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 HIF NGINR DIRTOR, SHT 24 OF 35

25 L (2") DIA. DUTIL IRON OUTLT PIP MOMNT SLAB WITH 25 (") FLUSH OUT FA Q R 0 (0-0") M URB (S NOT 9) 500 (5-0") ADJANT TO FLXIBL OR ONRT 800 (6-0") ADJANT TO RLIF JOINT 2") 0 (2-6") 0 (0-0") (S NOT 0) INLT 2440 (8-0") SHOULDR 225 (9") PAVING DIAPHRAGM NOTH BAKWALL 500 (5-0") 2050 (6-9") MAX. 2") SKW ANGL TO MATH SKW 900 (30-0") O DRAIN TROUGH RINFORMNT 2") TOP 2") BOT. BLOKOUT 0 (0-0") HADR SLAB 0 (2-6") BLOKOUT 2") 2") M RINFORMNT 225 TOP & BOT. L O RINFORMNT 2") TOP & BOT. RINFORMNT 2") TOP 50 6") BOT. M HADR SLAB RINFORMNT 2") TOP 2") BOT. ROADWAY WIDTH URB TO URB WIDTH WIDTH HADR SLAB RINFORMNT 2") TOP 2") BOT (8-0") SHOULDR OUT FA PLAN 2 TYP 4 S Q R JOINT OPNING AS RQUIRD FOR TOOTH XPANSION DAM (TYP AH ) M (TYP. AH ) (S NOT 7) 0 (0-0") MOMNT SLAB WITH S. FOR, S SHTS AND FOR STION -, S SHT FOR STION M-M, S SHT FOR STION O-O, S SHT FOR STIONS Q-Q AND R-R, S SHT FOR DRAIN TROUGH DTAILS, S SHTS 32, 33 AND PROVID TH FOLLOWING JOINT OPNINGS: ADJANT TO ONRT OR FLXIBL : WITH FLARD WINGS OR 25mm (") FLUSH SHORT U-WINGS WITH MOMNT SLABS ADJANT TO RLIF JOINT: ( -0") AND PROVID SLIDING PLAT IN AORDAN WITH TH DTAILS SHOWN ON BD-627M. 8. FOR ADDITIONAL MOMNT SLAB DTAILS RFR TO BD-627M. APPROAH HADR SLAB MOMNT SLAB 9. PROVID TYP 2-S GUID RAIL WITH POSTS AT 950 (3 -") SPA. SLAB WITH WITH WITH ALONG URB AFTR GUID RAIL TRANSITION. 0. INLT TO B LOATD SUH THAT ITS OUTFLOW PIP MISSS TYP 2-S JOINT OPNING POSTS IN GUID RAIL TRANSITION. AS RQUIRD FOR (S NOT 7) TOOTH XPANSION TOP DAM NOT: ITHR ALL MTRI OR ALL NGLISH VALUS MUST B USD ON PLANS. MTRI AND S DTAIL N, SHT 33 BOTTOM OF V-NOTH BND LIN GUTTR LIN BOTTOM OF OMMONWALTH OF PNNSYLVANIA MOMNT SLAB BOTTOM OF HADR SLAB S TYP 4 - PLAN 2 DRAIN TROUGH STION S-S ROMMNDD SPT. 20, 200 ROMMNDD SPT. 20, 200 SHT 25 OF 35 HIF NGINR DIRTOR,