BRG ABUT 2 STA PG EL WING C END STRUCTURE STA

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1 03 BRG ABUT 43'-0" BRG ABUT / BRG ABUT 2 STA PG L ROBINSON FORK 00 BRG ABUT 2 STA PG L '- OUT/OUT (PRFABRICATD STL STRUCTUR) '-0" OUT/OUT DCK 4'-0" CLAR ROADWAY 7'-0" 7'-0" SURVY &. W-BAM GUID RAIL LGAL RIGHT--WAY LIN GABIONS, TYP B (ROADWAY ITM) W/ BLOCKOUT. +00 BGIN STRUCTUR STA '-00" N36 42'39"W '-0" OUT/OUT 4'-0" RAIL/RAIL +0 ND STRUCTUR STA (ROBINSON RUN ROAD) 2'-3 / MAX DPTH 2% RINFORCD LIGHT WIGHT CONCRT DCK 2% CORRUGATD STL FLOOR (3" x 9"x GAG GALVANIZD) STRONG POST ND TRATMNT(ROADWAY ITM) TYPICAL SCTION 0 2 FT XISTING STON MASONRY ABUTMNTS, WINGWALLS AND CONCRT S TO B MODIFID FOR NW RINFORCD CONCRT BAM SAT AND ALLG PWR #06688 LGAL RIGHT--WAY LIN 00 WPP CO # SHT PROVID LONGITUDINAL # SPACING. PROVID TRANSVRS # 9" SPACING TO MATCH CORRUGATIONS IN STL FLOOR. INDX DRAWINGS TITL GNRAL PLAN & LVATION ABUTMNT RMOVAL DTAILS ABUTMNT RUCTION DTAILS ABUTMNT 2 RMOVAL DTAILS ABUTMNT 2 RUCTION DTAILS VRTICAL CURV DATA -.90% -0.0% -8.0% P.V.I. STA P.V.I. STA LV LV..96 V.C. = 20.00' V.C. = 20.00' M.O. = 0.4' M.O. = -0.9' PLAN H.L.S.D. = 70' S.S.D. = 4' FT NSTD W-BAM GUID RAIL (ROADWAY ITM) BRG ABUT 43'-0" BRG ABUT / BRG ABUT 2 STA PG L W-BAM GUID RAIL W/BLOCKOUT PRFABRICATD STL SUPRSTRUCTUR (BY OTHRS) BRG ABUT 2 STA PG L 03.0 STRONG POST ND TRATMNT (ROADWAY ITM) PROPOSD GROUND LIN HORIZONTAL CURV DATA P.I. STA P.I. STA DLTA = 66-49'-6" LT. DLTA = 7-2'- RT. D = 90-9'-09" D = 90-9'-09" T = 9.79' T = 4.8' L = 34.99' L = 9.09' R = 30.00' R = 30.00' NW RINFORCD CONC =.94' = 0.3' PNNONI ASSOCIATS INC. FIL NAM:...\-MCCR70-GNRAL PLAN.dgn MICROSTATION VRSION: PNNDOT-V8i MICROSTATION WORKSPAC: PN TABL: pennoni-penndot.tbl PLOT DRIVR: PNNONI-MNR-PNNDOT-FULL-PDF.PLTCFG DAT PLOTTD: 2:38:2 PM FIC LOCATION: Pittsburgh, Pennsylvania USR NAM: bhudock BAM SAT AND XISTING STON MASONRY ABUTMNTS, WINGWALLS AND CONCRT S TO B RPAIRD AND MAINTAIND DATUM LGND L - LVATION STA - STATION PG - PRIL GRAD BRG - BARING CONC - CONCRT 230- XISTING CONTOUR XISTING GROUND LIN DS: JJS CKD: TR DWG: NCC CKD: TR XP APPROXIMAT NORMAL WATR LVL ABUT XISTING STRAMBD ABUT 2 BRIDG SCOP WORK XISTING LOW CHORD LV.67 PROPOSD LOW CHORD LV.7 LVATION FT FIX XISTING CONC. TO B RPAIRD AND MAINTAIND. RMOV XISTING S, BARING SATS, AND PORTIONS XISTING STON MASONRY AS SHOWN AND AS DIRCTD BY TH COUNTY. 2. UCT NW ABUTMNT CAPS AS SHOWN AND AS DIRCTD BY TH COUNTY. 3. RPOINT WINGWALLS AS DIRCTD BY TH COUNTY. 4. PLAC NW PRFABRICATD STL SUPRSTRUCTUR.. PLAC RINFORCMNT AND AAAP LIGHTWIGHT CONCRT FOR BRIDG DCK. RGISTRD PRSSIONAL TIMOTHY RICHARD CKRT NGINR P PRPARD BY PNNONI ASSOCIATS INC. 680 PITTSBURGH ROAD, SUIT 2 UNIONTOWN, PA 40 P.C. STA P.C. STA P.T. STA P.T. STA SUPRLVAT = N/A SUPRLVAT = N/A WHLING CRK BRIDG NO.8 WST FINLY TOWNSHIP (ROBINSON RUN ROAD) OVR ROBINSON FORK SINGL-SPAN PRFABRICATD STL SUPRSTRUCTUR BRIDG RPLACMNT GNRAL PLAN & LVATION SHT

2 GNRAL NOTS: PROVID GALVANIZD STL STRUCTUR WITH GUIDPANL PARAPTS AND STRUCTURAL DCK PANS. US BRIDG "CORTZ" OR QUIVALNT. XISTING (TO B RMOVD AND RUCTD) RMOV XISTING BRIDG SUPRSTRUCTUR AND INSTALL NW SUPRSTRUCTUR PR TH PA DP PRMIT AND ROSION AND SDIMNT POLLUTION CONTROL PLAN. S ITM BRIDG SUPRSTRUCTUR SPCIAL PROVISION FOR INFORMATION PROVID INVNTORY AND OPRATING LOAD RATINGS AND CALCULATIONS FOR STRUCTUR TO PROVID LGAL LOADS: H-20, HS-20, ML-80, TK-27. PROVID 2-INCH CONCRT COVR ON RINFORCMNT BARS, XCPT AS NOTD. '-0 3/4" US LIGHTWIGHT CLASS AAAP CMNT CONRT IN TH DCK. US CLASS AA CMNT CONCRT IN ABUTMNTS AND S. 4'-8 /4" FF XISTING STON MASONRY WINGWALL (TO RMAIN) PROVID GRAD 60 RINFORCING STL BARS THAT MT TH RQUIRMNTS ASTM A6/A6-96A,A66/A66M-96A AND A706/A709M-96B. DO NOT WLD GRAD 60 RINFORCING STL BARS UNLSS SPCIFID. POXY COAT ALL RINFORCING BARS. RAK FINISH ALL HORIZONTAL UCTION JOINTS, XCPT AS INDICATD. 2'-6" BRGS ABUT DIMNSIONS SHOWN AR FOR INFORMATION ONLY. CONTRACTOR TO VRIFY ALL DIMNSIONS AND GOMTRY TH XISTING STRUCTUR IN TH FILD AS NCSSARY FOR PROPR FIT TH PROPOSD UCTION. TH CONTRACTOR IS SOLLY RSPONSIBL FOR TH SAF RCTION ALL STRUCTURAL COMPONNTS. PROVID ALL NCSSARY BRACING AND SUPPORTS. PRPAR BARING ARAS AS SPCIFID IN SCTION 00.3(k) 9 PUBLICATION 408/206. RMOV PORTIONS TH BRIDG ONLY AS CALLD FOR BY TH PLANS, OR AS FF CONCRT XISTING BARING SAT PRMITTD BY TH COUNTY. FF ABUT 6'-0" (TO RMAIN) (TO B RMOVD AND RUCTD) RPLAC OR RPAIR, AT NO XPNS TO TH COUNTY, ANY PORTION TH XISTING STRUCTUR NOT SPCIFID FOR RMOVAL IN THS DRAWINGS THAT IS DAMAGD DURING UCTION. PLAN - XISTING 0 2 FT XISTING AND BARING SAT (TO B RMOVD AND RUCTD) INTNTIONALLY ROUGHN AND POWR WASH ALL XISTING CONCRT AND MASONRY SURFACS TO WHICH NW CONCRT WILL B ADDD UNLSS OTHRWIS DIRCTD. APPLY POXY BONDING COMPOUND, TYP V, TO ARAS WHR NW CONCRT IS IN CONTACT WITH XISTING CONCRT OR STON MASONRY. COR DOWL HOLS IN XISTING STONS AS SHOWN IN TH PLANS USING A HOLLOW BIT. CORING WITH A LUBRICANT IS NOT PRMITTD. WATR IS NOT CONSIDRD A DNOTS PORTION XISTING TO B RMOVD FF CONCRT (TO RMAIN) LUBRICANT. NSUR HOLS AR SURFAC DRY AND FR ALL FORIGN AND LOOS MATRIAL PRIOR TO GROUTING. US AN APPROVD RAPID STTING NON-SHRINK HIGH STRNGTH POXY GROUT FOR ALL DOWLS INTO TH XISTING SUBSTRUCTUR. XISTING AND BARING SAT (TO B RMOVD AND RUCTD) STON MASONRY WINGWALL (PORTION TO B RMOVD) SCTION A-A 0 2 FT SAW CUT XISTING STON MASONRY AND CONCRT AS RQUIRD FOR RMOVAL. DPTH SAW CUT 3" MIN. PRFORM TYP A RPOINTING WINGWALLS AS DIRCTD BY TH COUNTY NGINR. S PUBLICATION 408, SCTION 70.7(b) FOR MORTAR. VARIS '- 7/ TO 2'-0 / PNNONI ASSOCIATS INC. FIL NAM:...\2-MCCR70-ABUTMNT.dgn MICROSTATION VRSION: PNNDOT-V8i MICROSTATION WORKSPAC: PN TABL: pennoni-penndot.tbl PLOT DRIVR: PNNONI-STC-PNNDOT-FULL-PDF.PLTCFG DAT PLOTTD: 0:0: AM FIC LOCATION: State Co lege, Pennsylvania USR NAM: NCampbe l BND XISTING GROUND LIN XISTING CONCRT (TO RMAIN) LVATION - XISTING 0 2 FT DS: JJS CKD: TR DWG: NCC CKD: TR NOTS: FOR GNRAL PLAN, LVATION AND TYPICAL SCTION, S SHT. FOR ABUTMNT RUCTION DTAILS, S SHT 3. RMOV XISTING CONCRT AND STON MASONRY TO FIRST COURS BLOW CONCRT OR TO SOUND STON MASONRY, WHICHVR IS DPR. RMOV AS NDD TO ACCOMMODAT GUID RAIL ND TRATMNT. XISTING GOMTRY UNKOWN, CONTRACTOR TO VRIFY GOMTRY IN FILD. RGISTRD PRSSIONAL TIMOTHY RICHARD CKRT NGINR P WHLING CRK BRIDG NO.8 WST FINLY TOWNSHIP (ROBINSON RUN ROAD) OVR ROBINSON FORK SINGL-SPAN PRFABRICATD STL SUPRSTRUCTUR BRIDG RPLACMNT ABUTMNT RMOVAL DTAILS 2 SHT

3 2 / 2'-0" (S NOT 2) '-0" '-0" 3/4" ANCHOR BOLT BARING PAD AND SOL PLAT # 9"(-) PROPOSD CONCRT S SCTION C-C '-0" '-0" 2'-0" (S NOT 2) S SCTION B-B AND LVATION VIW FOR RINFORCMNT # 9" (-) FF ABUT PROPOSD CONCRT BARING SAT BRGS ABUT VARIS 2'-4" TO VARIS (S NOT 3) # BAR (S NOT 4) 2' 3/4" F '-0" BRGS # ABUT 3" SINGL LAYR WATRPROING # BAR 3" '-" '-0" FF CONCRT S NOT (TO RMAIN) POXY BONDING COMPOUND, TYP V (PRFABRICATD STL SUPRSTRUCTUR NOT SHOWN FOR CLARITY) SCTION B-B '-0" MMBRAN IN ACCORDANC WITH PUB. 408, SCTION 680.2(b) 0 FT FF CONCRT (TO RMAIN) VARIS. # POXY DOWL MBDDD 9" INTO XISTING STON # (-) F & TOP 6'-0" # BAR # CNTR-TO-CNTR SPACING. 2. 2'-0" MIN OR WIDTH XISTING STON MASONRY ABUTMNT, WHICHVR IS PLAN - PROPOSD 0 2 FT POXY BONDING COMPOUND, TYP V '-6" GRATR. 3. 2'-0" MIN OR TO LVATION SOUND STON MASONRY WHICHVR IS GRATR. 4. # 9" CNTR-TO-CNTR SPACING TOP AND BOTTOM. 6'-0" # (-) F & TOP # POXY SPA '-0" L PROPOSD CONCRT S SCTION C-C L L B SCTION C-C 0 FT NOTS: FOR GNRAL PLAN, LVATION AND TYPICAL SCTION, S SHT. PNNONI ASSOCIATS INC. FIL NAM:...\3-MCCR70-ABUTMNT.dgn MICROSTATION VRSION: PNNDOT-V8i MICROSTATION WORKSPAC: PN TABL: pennoni-penndot.tbl PLOT DRIVR: PNNONI-STC-PNNDOT-FULL-PDF.PLTCFG DAT PLOTTD: 0::27 AM FIC LOCATION: State Co lege, Pennsylvania USR NAM: NCampbe l BND (TYP.) DS: JJS CKD: TR DWG: NCC CKD: TR # (-) F # BAR B XISTING CONCRT XISTING GROUND LIN (TO RMAIN) # (-) F S NOT LVATION - PROPOSD 0 2 FT NOT 3 XISTING CONCRT IN FRONT WINGWALL (TO RMAIN) PROPOSD BARING SAT RGISTRD PRSSIONAL TIMOTHY RICHARD CKRT NGINR P FOR GNRAL NOTS, S SHT 2. FOR ABUTMNT RMOVAL DTAILS, S SHT 2. WHLING CRK BRIDG NO.8 WST FINLY TOWNSHIP (ROBINSON RUN ROAD) OVR ROBINSON FORK SINGL-SPAN PRFABRICATD STL SUPRSTRUCTUR BRIDG RPLACMNT ABUTMNT RUCTION DTAILS 3 SHT

4 XISTING (TO B RMOVD AND RUCTD) 4'-" '-0" FF XISTING STON MASONRY WINGWALL (TO RMAIN) 2'-6" BRGS ABUT 2 FF ABUT 2 FF CONCRT (TO RMAIN) XISTING BARING SAT (TO B RMOVD AND RUCTD) XISTING AND BARING SAT (TO B RMOVD AND RUCTD) 6'-0" PLAN - XISTING DNOTS PORTION XISTING TO B RMOVD 0 2 FT XISTING AND BARING SAT (TO B RMOVD AND STON MASONRY WINGWALL FF CONCRT RUCTD) (PORTION TO B RMOVD) D (TO RMAIN) 2'- NOTS: SCTION D-D FOR GNRAL PLAN, LVATION AND TYPICAL D 0 2 FT SCTION, S SHT. FOR GNRAL NOTS, S SHT 2. VARIS '-0 7/ TO 2'- 3/4" BND FOR ABUTMNT 2 RUCTION DTAILS, S SHT. PNNONI ASSOCIATS INC. FIL NAM:...\4-MCCR70-ABUTMNT 2.dgn MICROSTATION VRSION: PNNDOT-V8i MICROSTATION WORKSPAC: PN TABL: pennoni-penndot.tbl PLOT DRIVR: PNNONI-STC-PNNDOT-FULL-PDF.PLTCFG DAT PLOTTD: 0:2:4 AM FIC LOCATION: State Co lege, Pennsylvania USR NAM: NCampbe l XISTING GROUND LIN XISTING CONCRT (TO RMAIN) LVATION - XISTING 0 2 FT DS: JJS CKD: TR DWG: NCC CKD: TR RMOV XISTING CONCRT AND STON MASONRY TO FIRST COURS BLOW CONCRT OR TO SOUND STON MASONRY, WHICHVR IS DPR. RMOV AS NDD TO ACCOMMODAT GUID RAIL ND TRATMNT. XISTING GOMTRY UNKOWN, CONTRACTOR TO VRIFY GOMTRY IN FILD. RGISTRD PRSSIONAL TIMOTHY RICHARD CKRT NGINR P WHLING CRK BRIDG NO.8 WST FINLY TOWNSHIP (ROBINSON RUN ROAD) OVR ROBINSON FORK SINGL-SPAN PRFABRICATD STL SUPRSTRUCTUR BRIDG RPLACMNT ABUTMNT 2 RMOVAL DTAILS 4 SHT

5 2 / 2'-0" (S NOT 2) '-0" '-0" 3/4" ANCHOR BOLT BARING PAD AND SOL PLAT PROPOSD CONCRT S SCTION F-F VARIS 2'-4" TO 2' 3/4" F '-0" BRGS ABUT 2 # 3" 3" '-" SINGL LAYR WATRPROING MMBRAN IN ACCORDANC WITH PUB. 408, SCTION 680.2(b) # 9"(-) F F '-0" '-0" 2'-0" (S NOT 2) S SCTION - AND LVATION VIW FOR RINFORCMNT PROPOSD CONCRT BARING SAT BRGS ABUT 2 VARIS (S NOT 3) # BAR (S NOT 4) S NOT FF CONCRT (TO RMAIN) '-0" # BAR '-0" POXY BONDING COMPOUND, TYP V FF ABUT 2 SCTION - 0 FT (PRFABRICATD STL SUPRSTRUCTUR NOT SHOWN FOR CLARITY) # (-) F & TOP 6'-0" FF CONCRT (TO RMAIN). # POXY DOWL MBDDD 9" INTO XISTING STON CNTR-TO-CNTR SPACING. 2. 2'-0" MIN OR WIDTH XISTING STON MASONRY ABUTMNT, WHICHVR IS # BAR VARIS # GRATR. PLAN - PROPOSD 0 2 FT 3. 2'-0" MIN OR TO LVATION SOUND STON MASONRY WHICHVR IS GRATR. 4. # 9" CNTR-TO-CNTR SPACING POXY BONDING COMPOUND, TYP V '-6" TOP AND BOTTOM. 6'-0" # (-) F & TOP L 03.0 S SCTION F-F PROPOSD CONCRT # POXY SPA '-0" L.86 L.86 SCTION F-F # (-) F NOT 3 0 FT PNNONI ASSOCIATS INC. FIL NAM:...\-MCCR70-ABUTMNT 2.dgn MICROSTATION VRSION: PNNDOT-V8i MICROSTATION WORKSPAC: PN TABL: pennoni-penndot.tbl PLOT DRIVR: PNNONI-STC-PNNDOT-FULL-PDF.PLTCFG DAT PLOTTD: 0:2:4 AM FIC LOCATION: State Co lege, Pennsylvania USR NAM: NCampbe l # BARS XISTING GROUND LIN BND (TYP.) XISTING CONCRT (TO RMAIN) # (-) F S NOT LVATION - PROPOSD 0 2 FT DS: JJS CKD: TR DWG: NCC CKD: TR XISTING CONCRT IN FRONT WINGWALL (TO RMAIN) PROPOSD BARING SAT NOTS: FOR GNRAL PLAN, LVATION AND TYPICAL SCTION, S SHT. FOR GNRAL NOTS, S SHT 2. FOR ABUTMNT 2 RMOVAL DTAILS, S SHT 4. RGISTRD PRSSIONAL TIMOTHY RICHARD CKRT NGINR P WHLING CRK BRIDG NO.8 WST FINLY TOWNSHIP (ROBINSON RUN ROAD) OVR ROBINSON FORK SINGL-SPAN PRFABRICATD STL SUPRSTRUCTUR BRIDG RPLACMNT ABUTMNT 2 RUCTION DTAILS SHT