COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

Transcription

1 PLAN PREPARATON DESGNER HEATH A. BRENOLNGER, PE STA DSTR lct 20 COUNTY CAMERON TOWNSHP GBSON BOROUGH ROUTE 0120 SECTON A14 TOTAL SHEETS! COMMONWEALTH OF PENNSYLVANA DEPARTMENT OF TRANSPORTATON DRAWNGS FOR COl'STWUCTON OF STATE ROUTE SECTON A1 4 SYS~ S.R. or W.O. ~SPUR~PHA~SECTON 1 DST. (CO ( ) 0 1 o ( 1 ~ ~ 1 ~ SR 0120 PREVOUSLY KNOWN AS LR 105 ECMS *2666 ALSO NCLUDED: TRAFFC COTROL PLAN SHEETS EROSON AND SEDMENT POLLUTON CONTROL PLAN SHEETS TEMPORARY TRAFFC SGNAL PLAN SHEETS CROSSSECTONS ( UPON REQUEST) SHEETS N CAMERON COUNTY FROM STA TO STA LENGTH FT M. FROM SEG. 570 OFFSET 2978 TO SEG. 580 OFFSET* HORZONTAL SCALE FEET FEET VERTCAL 7 DESGN DESGNATON HGHWAY CLASSFCATON RURAL MNOR ARTERAL CURRENT A.D.T; 718 (20061 DESGN SPEED 6 0 MPH DESGN YEAR A.D. T. 862 (20161 PAVEMENT WDTH 24' 0. H. V. 103 SHOULDER WDTH 2' 1 DATE: K. L. MCHAEL. P.E. ASST. DST. EXEC. DATE: DSTRCT PLANS DEVELOPMENT ENGNEER DATE: DATE: APPROVED DATE: DSTRCT EXECUTVE DEPUTY SECRETARY SECRETARY OF TRANSPORTATON. (ON BEHALF OF THE GOVERNOR AS WELL AS HMSELF)

2 BM ELEV ' RT STA PDH PLATE SW CORNER ABUT OF CONC BRDGE HYDRAULC DATA DA= 1.57 SQ M 50 YR STORM (DESGN) MAG= CU FT/SEC WSE YEAR STORM MAG= CU FT/SEC WSE: SCALE FEET BOOK NUMBERS LNE 22323, TEMPORARY CONSTRUCTON EASEMENTS ARE REQURED ONLY X SECT. UNTL THE CONSTRUCTON OR WORK NDCATED BY THE 0. M PLAN S COMPLETED, UNLESS SOONER RELNQUSHED N WRTNG BY THE DEPARTMENT. FOR PROFLE. SEE SHEET TOP TES 23925

3 LMT STRUC TURE TO LMT TABULATON OF OVERALL LENGTH LST OF EQUALTES STA TO STA = FT = M NONE TABULATON OF SEGMENT EQUALTES TABULATON OF CONSTRUCTON LENGTH SEGMENT 580 = STA STA TO STA = FT = M RECORD OF EXSTNG ROAD TYPES OF WORK 24' OF BTUMNOUS SEAL COAT 0.37 " ON 24' OF BTUMNOUS WEARNG COURSE 102 1:,25", NC 2' TYPE 61 SHOULDER 5" DEPTH LT8 RT ON 20' OF BTUMNOUS WEARNG COURSE ON 20' OF BTUMNOUS WEARNG COURSE CP2 2" ON 20' OF CRUSHED AGGREGATE BASE COURSE 10.0" 24' OF BTUMNOUS SEAL COAT 0.37 " ON 24' OF BTUMNOUS WEARNG COURSE 102 1;25", NC 2' TYPE 61 SHOULDER 5" DEPTH LT& RT ON 20' OF BTUMNOUS WEARNG COURSE ON 20' OF BTUMNOUS WEARNG COURSE CP2 2" OF WORK ON 20' OF CRUSHED AGGREGATE BASE COURSE 10.0" NOTE: THE DEPTHS OF MATERAL SHOWN ARE FOR DESGN PURPOSES ONLY. ANY RSK OF UNANTCPATED COSTS ASSOCATED WTH DFFERENCES BETWEEN THE LSTED DEPTHS AND THE ACTUAL DEPTHS SHALL BE ACCEPTED BY THE CONTRACTOR. TABULATON OF SEGMENT LENGTHS SEGMENT 570 = 3369 FT SEGMENT 580 = 2746 FT SUMMARY OF PROJECT COORDNATES RTE. REVSON REV1 S 1 ONS DATE BY DSTRCT 1 COUNTY ROUTE SECTON SHEET NUMBER 0 OF BASED ON STATE PLANE COORDNATE SYSTEM GENERAL LEGAL RGHTOFWAY NOTES DATA: THE LEGAL RGHTOFWAY ON SR FORMERLY LR 105 FROM STATON TO STATON S 37 FOOT MN AND VARABLE BASED ON CONSTRUCTON DRAWNGS FOR LR 105 SECTON 2. APPROVED BY THE GOVERNOR ON APRL 10, THE LMTOFSLOPE ON SR FORMERLY LR 105. FROM STATON TO STATON RT S VARABLE WDTH BASED ON DRAWNGS FOR CONDEMNATON OF RGHTOFWAY, APPROVED BY THE GOVERNOR AUGUST THE DEPARTMENT RESERVES THE RGHT TO ELMNATE ANY OR ALL OF THS WORK. DO NOT PERFORM WORK EXCEPT THAT WHCH S WTHN THE HGHWAY RGHTOFWAY UNTL SO ORDERED N WRTNG BY THE ENGNEER. CONSTRUCT PROJECT N ACCORDANCE WTH PUBLCATON 408 SPEC F CATONS, DATED THREE WORKNG DAYS PROR TO EXCAVATON, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, NC. PHONE , SERAL NO. FOR d BSON TOWNSHP. TEMPORARY CONSTRUCTON EASEMENTS ARE REQURED ONLY UNTL THE CONSTRUCTON OR WORK NDCATED BY THE PLAN S COMPLETED, UNLESS SOONER RELNQUSHED N WRTNG BY THE DEPARTMENT. LMT OF WORK THE HORZONTAL CONTROL S BASED ON THE PENNSYLVANA STATE COORDNATE SYSTEM (SPCS 83). THE VERTCAL CONTROL S BASED UPON THE NORTH AMERCAN VERTCAL DATUM OF 1988 (NAVD 88). GBSON TOWNSHP CAMERON COUNTY SUMMARY OF PROJECT COORDNATES BASED ON PA STATE PLANE COORDNATE SYSTEM MERON COUNTY GBSON TOWNSHP PUBLC UTLTES,. RALROAD TRAFF C ROUTE STATE ROUTE PROJECT SCALE 0 '2! 1 MLE + NCLUDE ALL BORROW TEMS. E ALLEGHENY POWER ATTN 323 RDGWAY CHERYL ROAD MOORE G ST MARYS PA Phone No Fax: FD No. US DOT ATTN NATONAL DAN FUEL KRAHE GAS SUPPLY CORPORATON 1100 STATE STREET PO BOX 2081 ERE Phone PA No Fax: FD No T ALLTEL COMMUNCATONS NC ATTN DENNS RACHOCK ENGNEER DEPARTMENT MERCER PKE MEADVLLE PA Phone No Fax No FD No

4 DATUM FOR PLAN, SEE SHEET

5 DSTRCT COUNTY ( ROUTE SECTON 2 0 CAMERON ~14R/W GBSON TOWNSHP REVSON NUMBER REVSONS SHEET 4 OF7 DATE BY EXSTNG GROUND EROSON CONTROL MAT EXSTNG GROUND SELECT BORROW EXCAVATON TOE OF EXSTNG SLOPE ROCK, CLASS R3 SELECT BORROW EXCAVATON ROCK. CLASS R3 BTUMNOUS SHOULOER W NO. 57 COARSE AGGREGATE TYPE 6SP BTUMNOUS SHOULDER WEDGE NO. 57 COARSE AGGREGATE 10" PPE UDRAN SHLDR 10" PPE UORA TOE OF EXSTNG SLOPE GEOTEXTLE. CLASS 4. TYPE A 7 DETAL 2' SHOULDER STA TO STA DETALSHOULDER EXTENDED TO TOE OF EXSTNG SLOPE STA TO STA STA TO STA , DETALCURBED SHOULDER / PPE UDRAN EMPORARY ROAD URVEY & CONSTR a STA TO STA LT EFFECTVE SHOULDER EFFECTVE AREA SURVEY & SHOULDER CONSTR a AREA 6' MAX. & 6' MAX. & 1'( + V A R. a 12' 12' VAR. EXSTNG GROUND GUDE RAL EXSTNG GROUND SUPERPAVE ASPHALT MXTURE DESGN SUPERPAVE ASPHALT MXTURE DESGN, HMA WEARNG COURSE, PG 5828, O. j HMA BASE COURSE, PG TO <3 MLLON ESALS, 9.5 MY MX, TO <3 MLLON ESALS, 25.0 MM MX, 4" DEPTH 1 v2 DEPTH. SRLM SUPERPAVE ASPHALT MXTURE DESGN,J SUBBASE 6" OEPTH NO. 2A) HMA BNDER COURSE, PG Ty <3 MLLON ESALS, 19.0 MM MX, 2 /2 DEPTH SUPERELEVATED SECTONFULL STA TO STA DEPTH EXSTNG GROUND PAV' D SHLDRS, TYPE 6SP SURVEY & CONSTR a 4 PAV' D SHLDRS. TYPE 6SP EXSTNG GROUND SUPERPAVE ASPHALT MXTURE DESGN,' SUPERPAVE ASPHALT MXTURE DESGN, HMA WEARNG COURSE, PG HMA BNDER COURSE (LEVELNG) Ty :,3 MLLON ESALS. 9.5 MM ~X. \ PG TO <3 MLLON ESALS. 1 /, DEPTH, SRLM \ 19.0 MM MX SUPERPAVE ASPHALT MXTURE DESGN, BTUMNOUS TACK COAT OR HMA WEARNG COURSE (LEVELNG) SUPERPAVE ASPHALT MXTURE DESGN, PG 5828, 0.3 TO <3 MLLON EZALS. HMA BASE COURSE PG MY MX, SRLL TO <3 MLLON EJALS. 25.0'~~ MX SUPERELEVATED SECTONOVERLAY STA TO STA STA TO STA CURVE NUMBER DR LT SECTON AA GEOTEXTLE PLACEMENT TO PREVENT STREAM DSTURBANCE STATON TO STATON to TO TO TO TO TO TO SUPERELEVATON TRANSTON MATCH EXST SECTON TO 2% SUPERELEVATON 2% SUPERELEVATON (RT CURVE) TO 2% SUPERELEVAT ON ( LT CURVE) ( 8 ROTATON) 2% SUPERELEVATON TO 4.56% SUPERELEVATON HOLD 4.56% SUPERELEVATON 4.56% SUPERELEVATON TO 2% SUPERELEVATON 2% SUPERELEVATON TO NORMAL CROWN NORMAL CROWN TO MATCH EXST SECTON (RT CURVE)

6 _ TRAFFC DATA HYDRAULC DATA DRANAGE AREA= 1.57 rnl' CURRENT A. 0. T ( OES l GN FLOOD: DESGN YEAR A. 0. T. 862 (20161 MAGNTUDE 47 1 C. F. S. 0. H. V. 103 FREQUENCY: 25 YEARS 0 50% VELOCTY= 13.4 F. P. S. T 8% 8'. S. ELEV. = ' 100 YR. FLOOD RSK ASSESSMENT: MAGNTUDE= C. F. S. VELOC l TY= F. P. S. W. S. LEV= FLOOD OF RECORD UNKNOWN \ \ \STRUCTURE MOUNTED 'GUDERAL. d / / / TO BE REMO R = FEET., / SCALE: J/a"= 1'0 1 VERTCAL CURVE DATA N / A NDEX OF DRAWNGS SHEET NO. TTLE GENERAL PLAN AND ELEVATON _ HORZONTAL CURVE DATA 2 GENERAL NOTES 8 QUANTTES P STA STAKEOUT PLAN AN0 RATNG TABLES A = 08"37'0EU LT 4 0 = 03"32'05" 5 T = L = E = PC STA PT STA SE = 4.56% EXSTNG STRUCTURE 1'0" MN. 2A COARSE AGGREGATE EXST1 NG STREAMBED ELEV. = S. R PREVOUSLY KNOWN AS L. R. 105 COMMONWEALTH OF PENNSYLVANA DEPARTMENT OF TRANSPORTATON S.R. CAMERON COUNTY 0120, SECTON A14 SELECTED BORROW EXCAVATON RO SEGMENT 0580, OFFSET 0000 CLASS R6. ( RDWY. TEM1 DATUM S. R. 0120, SECTON A14, STA NOTE: ELEVATON ALONG Q OVER JOHNSON RUN OF CULVERT 15' 0" X 5' 9" PRECAST RENFORCED CONC. CULVER SECTON ALONG C CULVERT PROPOSED STRUCTURE GENERAL PLAN AND ELEVATON SPAN = 14' 0" (LOOKNG STATONS AHEAD) SPAN = 15' 0" MN. UNDER CLEARANCE = 4' 8" SHEET 1 OF FEET MN. UNDER CLEARANCE = 4' 9" STRUCTURE TYPE = RENFORCEO CONCRETE SLAB STRUCTURE TYPE = PRECAST RENFORCEO SCALE: %" : 1'0 CONC. BOX CULVERT DES: SEM OWG: JKK 1 CKD: MJM DSTRCT BRDGE ENGNEER s 26737

7 GENERAL NOTES PROVDE MATERALS AN0 PERFORM WORK N ACCORDANCE WTH SPECFCATONS PUBLCATON 408/2003, AASHTO/AWS/Dl.SM/D BRDGE WELDNG CODE, AND THE CONTRACT SPECAL PROVSONS. DESGN SPECFCATONS: AASHTO LRFD BRDGE DESGN SPECFCATONS 1998, AND AS SUPPLEMENTED BY DESGN MANUAL, PART 4, MARCH DESGN S N ACCORDANCE WlTH THE LRFD METHOD. DESGN LVE LOADS: PHL93 OR P82 (204 kip PERMT LOAD) PROVDE MNMUM LAP AN0 EMBEDMENT LENGTH OF 30 DAMETERS OR N ACCORDANCE WTH AASHTO AS MODFED BY OM4, WHCHEVER S GREATER. BLASTNG OF THE ROCK FOR EXCAVATON S NOT PERMTTED. CHAMFER EXPOSED CONCRETE EDGES 1" BY 1". EXCEPT AS NOTED. ALL DMENSONS SHOWN ARE HORZONTAL, EXCEPT AS NOTED. DO NOT EXCEED A 2 FT. DFFERENCE N FLL ELEVATON ON THE SDES DURNG PLACEMENT OF THE BACKFLL. DO NOT ALLOW THE WHEELS OF ROLLERS TO COME CLOSER THAN 1 FT. TO THE ON OF THE BACKFLL. FACE OFTHE STRU~~URE DURNGCOMPACT DEAD LOADS: NCLUDES A SURFACE AREA DENSTY OF 30 LB/FT1 SURFACE ON THE DECK SLAB. GENERAL: FOR FUTURE WEARNG STATONS AND ELEVATONS ARE GVEN N FEET UNLESS OTHERWSE NOTED. ALL STATONS AND ELEVATONS SHOWN ARE BASED ON CHORD GEOMETRY, UNLESS OTHERWSE NOTED. PROVDE 2" CONCRETE COVER ON RENFORCEMENT BARS, EXCEPT AS NOTED. USE 5,000 PS CDNCRETE FOR PRECAST BOX CULVERT SECTONS AND PRECAST WNGWALLS. USE CLASS AA CEMENT CONCRETE USE CLASS A CEMENT N THE HEADWALLS. N THE CUTOFF WALLS. A HGHER CLASS CONCRETE MAY BE SUBSTTUTED FOR A LOWER CLASS CONCRETE AT NO ADDTONAL COST TO THE DEPARTMENT. PROVDE GRADE 60 RENFORCNG STEEL BARS THAT MEET THE REQUREMENTS OF ASTM A 615/A 615M96A, A 996/A 996M. AND A 706/A 706M960. DO NOT WELD GRADE 60 RENFORCNG STEEL BARS UNLESS SPECFED. GRADE 40 RENFORCNG STEEL BARS MAY BE SUBSTTUTED WTH A PROPORTONAL NCREASE N CROSSSECTONAL AREA. F APPROVED BY THE CHEF BRDGE ENGNEER. DO NOT USE RAL STEEL A 996/A 996M RENFORCEMENT BARS N BRDGE ABUTMENTS, SHEAR BLOCKS. BEAMS, FOOTNGS, PLES, BARRERS OR WHERE BENDNG OR WELDNG OF THE RENFORCEMENT BARS S NDCATED. WELDNG OF RENFORCEMENT BARS DURNG FABRCATON. OR CONSTRUCTON S NOT PERMTTED UNLESS SPECFED. RAKEFNSH ALL HORZONTAL CONSTRUCTON JONTS, EXCEPT AS NDCATED. USE RETARDER ADMXTURE CONFORMNG TO PUBLCATON 408/2003 CONCRETE DECK SLAB. N THE VERFY ALL DMENSONS AND GEOMETRY OF THE EXSTNG STRUCTURE N THE FELD AS NECESSARY FOR PROPER FT OF THE PROPOSED CONSTRUCTON SEE PP NSTRUCTON 5). THE NFORMATON SHOWN ON THE PLANS FOR THE EXSTNG BRDGE S NOT PART OF THE PLANS. PROPOSAL. OR CONTRACT AND S NOT TO BE CONSDERED A BASS FOR COMPUTATON OF THE UNT PRCES USED FOR BDDNG PURPOSES. THERE S NO EXPRESSED OR MPLED AGGREEMENT THAT NFORMATON S CORRECTLY SHOWN. THE BDDER S NOT TO RELY DN THS NFORMATON. BUT S TO ASSUME THE POSSBLTY THAT CONDTONS AFFECTNG THE COST AND/OR QUANTTES OF WORK TO BE PERFORMED MAY DFFER FROM THOSE NDCATED. USE EPOXYCOATED RENFORCEMENT BARS N THE TOP SLAB OF BOX CULVERT, HEADWALLS AND CURBS. ALSO EPOXYCOAT SUBSTRUCTURE RENFORCEMENT BARS AS NDCATED. PRECAST BOX CULVERT SEGMENTS ARE TO BE CONNECTED BY THE USE OF GALVANZED POSTTENSONNG STRANDS (SEE BC 798M FOR DETALS). GALVANZED STRAP CONNECTORS ARE NOT ALLOWED. SEE SHEET XX FOR STRAND LOCATONS, POST TENSONNG NOTES AND STRESSNG SEQUENCE. NOTFY THE REGONAL HEADQUARTERS OF THE FSH COMMSSON PROR TO CONSTRUCTON AND COOPERATE WTH THE FSH COMMSSON DURNG CONSTRUCTON. THE WATERWAY CONSERVATON OFFCER FOR THS PROJECT S NAME: PA FSH AN BOAT COMMSSON, MR. DAVD SPOTTS FSHERES AND ENVRONMENTAL SERVCES ADDRESS: 450 ROBNSON LANE BELLEFONTE. PA TELEPHONE: ( 8 14) UTlL TY NOTE: USE THE FOLLOWNG PARAMETERS FOR THE DESGN OF ANY TEMPORARY SHORNG THAT MAY BE USED FOR EXCAVATON SUPPORT. THE CONTRACTOR S RESPONSBLE FOR DETERMNNG ACTUAL PRESSURES BASED ON SLOPES AND GROUND WATER CONDTONS DURNG CONSTRUCTON. DES: SEM DWG: MGH CKD: MJM COORDNATE, LOCATE. AND CONDUCT ALL WORK RELATED TO PUBLC AND PRVATE UTLTES N ACCORDANCE WlTH PUBLCATON 408/2003, SECT ONS AND % "0 POSTTEN DUCT. ( TYP. AN0 RENFORCEMENT BARS, EPOXY COATED 12) OR PRECAST RENFORCED CONCRETE BOX CULVERT 13) 1 ( NO. 2A COARSE AGGREGATE ) 1 1 CLASS C CEMENT CONCRETE, MODFED (3) TEMPORARY EXCAVATON SUPPORT AND PROTECTON SYSTEM SF) (1) TEMS N BRDGE STRUCTURE LUMP SUM TEM GVEN FOR NFORMATON ONLY. (2) FOR AS DESGNED STRUCTURE, NCLUDED N BRDGE BD TEMS. FOR ALTERNATE DESGNED STRUCTURES, NCLUDE N BRDGE STRUCTURE LUMP SUM BD TEMS. ( 31 REFER TO SPECAL PROVSONS.,BTUMNOUS ROADWAY MATERALS 6:! : : /r STRUCTURE BACKFLL. TP. SELECTED BORROW EXCAVATON GEOTEXTLE, CLASS 2. TYPE ( NCDENTAL TO SELECl BORROW EXCAVATON. STRUCTURE BACKF LL. ) ( TYP. EMBANKMENT TYP. % C. Y. NO. 57 COARSE AGGREGATE R EACH 4 "0 FORMED WEEPH WEEPHOLE WRAPPED ( TYP. ) 12y2 oo BOTTOM WTH CEOTEXTLE, CLASS 1. (TYP.) FSH BAFFLE, SEE DETAL ON SHEET. (TYP.) FEET SCALE: = 1' 0 TYPCAL BOX SECTON REVSONS S. R PREVOUSLY KNOWN AS L.R. 105 COMMONWEALTH OF PENNSYL VAN A DEPARTMENT OF TRANSPORTATON CAMERON COUNTY 1 SoRo 0120 SECo A14 SEG OFFSET 0000 S. R. 0120A1 4 STA OVER JOHNSON RUN 15' 0" X 5' 9 " PRECAST RE NFORCED CONC. CULVER GENERAL NOTES AND QUANTTES SHEET 2 OF 1J

8 SUMMARY OF COORDNATES r W. P. 6 SEE ROADWAY DRAWNGS FOR ASSUMED COORDNATE SYSTEM STATON lw::l COORDNATES NORTH EAST OFFSET STAKEOUT PLAN FEET SCALE: '/4" = ' 0 NVENTORY RATNG 15'0" X 5'9" RATNGS WTHOUT FUTURE WEARNG COURSE PRECAST RENFORCED CONCRETE BOX CULVERT LOAD RATNTNGS HZ0 HS20 ML80 PHL93 P82 TK N/A STR STR STR N/A STR 1 ( R) 1 RATNG FACTOR V 1.55V 1.38V 1.03V N/A 1.46V OPERATNG RAT NG MAXMUM MOMENT CRTCAL MEMBER: MAXMUM MOMENT CAPACTY ( k lp f t ) LOCATON ( f t) LOCAT ON ( d' 1 LMT STATE LOCATON ( d' LMT STATE RATNG FACTOR STR 2.36V MAXMUM SHEAR CR 1 TCAL MEMBER: MAXMUM SHEAR CAPACTY ( kips) LOCATON ( f r) NOTES: GVEN DSTRBUTON FACTOR S THE VEHCULAR LVE LOAD DSTRBUTON FACTOR USED TO PRODUCE THE GVEN RATNG. FOR THE STRP LMT STATE, THE VEHCULAR LVELOAD DSTRBUTON FACTOR ACCOUNTS FOR THE PRESENCE OF PEDESTRAN LOADS. F APPL CABLE. SYMBOL DESGNATON FOR RATNG FACTORS: M MOMENT RATNG FACTOR CONTROLS V SHEAR RATNG FACTOR CONTROLS C COMBNED SHEAR/FLEXURE NTERACTON RATNG FACTOR CONTROLS RATNGS WTH FUTURE WEARNG COURSE 15'0" X 5'9" PRECAST RENFORCED CONCRETE BOX CULVERT LOAD RATNTNGS 1 N/A STR RATNG LMT STATE 1 STR T 1 N/A 1.83 STR 2.01V STR 1.79V STR A 1.64V STR 1.24V STR 1.90V NVENTORY LOCATON (d') ( R) 1 RATNG FACTOR 1.78V V OlV N/A 1.42V OPERATNG RATNG LOCATON ( d' ) LMT STATE RAT NG FACTOR MAXMUM MOMENT CRTCAL MEMBER: MAXMUM MOMENT CAPACTY ( k lp f 1) LOCATON ( ft) STR1 2.31V MAXMUM SHEAR CRTCAL MEMBER: MAXMUM 5HEAR CAPACTY ( k ips) LOCAT ON ( f t ) SECTON PROPERTES: TOP SLAB: AREA = in' MOMENT OF NERTA = ln/4 BOTTOM SLAB: AREA = in' MOMENT OF NERTA = in/4 WALLS: AREA = in' MOMENT OF NERTA = in/2 8 3 STR1 1.96V STR1 1.75V STRA 1.61V Descr lp t on REVSONS 1 S. R PREVOUSLY KNOWN AS L. R. 105 COMMONWEALTH OF PENNSYLVAN A DEPARTMENT OF TRANSPORTATON CAMERON COUNTY S.R SEC. A14 SEG OFFSET 0000 S. R. 0120A14 STA OVER JOHNSON RUN 15' 0 " X 5' 9 " PRECAST RE NFORCED CONC. CULVERT STAKEOUT PLAN AND RATNGS TABLES SHEET OF DES: SEM ( DWG: JKK CKO: MJM S STR1 1.21V 1.83 STR1 1.84V