COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY
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- Wilfrid Mathews
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1 GENERL NOTES. PROVIE 3-INH ONRETE OVER ON REINFOREMENT RS, EXEPT S NOTE. USE LSS EMENT ONRETE f'c = 3000 PSI IN PEESTLS, FOOTINGS N S. PROVIE GRE 60 REINFORING STEEL RS THT MEET THE REQUIREMENTS OF STM 65 FOR ONRETE REINFOREMENT. O NOT WEL REINFORING STEEL RS. 4. RKE-FINISH LL HORIZONTL ONSTRUTION JOINTS, EXEPT S INITE. 5. VERIFY LL IMENSIONS N GEOMETRY OF THE EXISTING STRUTURES IN THE FIEL S NEESSRY FOR PROPER FIT OF THE PROPOSE ONSTRUTION. 6. HMFER EXPOSE ONRETE EGES INH Y INH. 7. LL IMENSIONS SHOWN RE HORIZONTL, EXEPT S NOTE. 8. IMENSIONS RE SE ON NORML TEMPERTURE OF 68 EGREES F. 9. PIPE IMETERS SHOWN IN THE ESIGN TLES RE OUTSIE IMETERS. 0. USE STNR SIZE HOLE. THE STNR HOLE IMETER FOR OLTS SMLLER THN " IMETER SHLL E THE NOMINL IMETER OF THE OLT PLUS /6 ". FOR OLTS " IMETER N LRGER, THE WITH OF EH STNR HOLE SHLL E THE NOMINL IMETER OF THE OLT PLUS /8 ".. LER ISTNE ETWEEN OLT HOLES OR ETWEEN THE OLT HOLE N THE OF THE MEMER IN THE IRETION OF THE PPLIE ERING FORE SHLL E HEKE. PROVIE NHOR OLT HOLES /4 " LRGER THN OLT IMETER. PROVIE MINIMUM NHOR OLT EMEMENT LENGTH OF NHOR OLT IMETERS. 4. PROVIE OULE NUTS N WSHER FOR EH NHOR OLT. 5. STEEL MEMER OMPONENTS REQUIRING HRPY V-NOTH TESTING RE ESIGNTE ON THE PLNS Y (VN), PROVIE STEEL ONFORMING TO THE VN REQUIREMENTS FOR ZONE 2, NON FRTURE RITIL S GIVEN IN THE SHTO MTERIL SPEIFITIONS. FRITION. ONSTRUT SIGN STRUTURES TRUE TO IMENSION, FREE FROM KINKS, TWISTS OR S, N UNIFORM IN PPERNE. SSEMLE OMPLETE SETIONS IN THE SHOP N HEK FOR STRIGHTNESS, LIGNMENT, IMENSION, N THE FIRM SETING OF THE SPLIE PLTES. ORRET NY VRITIONS TO THE STISFTION OF THE ENGINEER. FORM MSTS FOR SIGN STRUTURES TO THE RII SHOWN ON THE PLNS IN ORNE WITH THE TUE N PIPE SSOITION INTERNTIONL REOMME STNRS FOR INUTION ING OF PIPE N TUE (TP-IS-98). FFIX LIPS, EYES, OR REMOVLE RKETS TO LL MSTS N S, S NEESSRY, TO SEURE THE SIGN STRUTURE URING SHIPPING N FOR LIFTING N MOVING URING ERETION. THIS IS TO PREVENT MGE TO THE FINISHE GLVNIZE OR PINTE SURFES. REMOVE RKETS ON SIGN STRUTURES FTER ERETION. INLUE ETILS OF SUH EVIES ON THE SHOP RWINGS. 4. FRITE LL SIGN STRUTURES INTO THE LRGEST PRTIL SETIONS PRIOR TO GLVNIZING. SUMIT SPLIE LOTIONS TO THE ENGINEER FOR PPROVL. O NOT OMMENE FRITION UNTIL SUH SPLIE LOTIONS RE PPROVE. 5. GRIN LL RES TO E WELE TO RIGHT METL. UTT WEL SPLIES RE NOT PERMITTE, UNLESS SHOWN ON THE PLNS. OMPLETE LL WELING N REQUIRE TESTING EFORE NY MTERIL IS GLVNIZE. NON-ESTRUTIVELY TEST LL IRUMFERENTIL N STIFFENER WELS USING THE METHOS N PROEURES IN ORNE WITH SETION 948. THE EPTLE RITERI RE STTE IN TLE 6. OF SHTO/WS.. PROVIE FULL PENETRTION GROOVE WELS FOR LL LONGITUINL WELS WITHIN OF FULL PENETRTION IRUMFERENTIL GROOVE WEL N INSPET S SPEIFIE OVE. PROVIE MXIMUM WEL UNERUT OF 0.0". 6. HOT-IP GLVNIZE LL OMPONENTS (EXEPT REINFOREMENT RS, LUMINUM, N NON-FERROUS INIENTLS) FTER FRITION PER STM 23 OR STM 53, S PPROPRITE. ONSTRUTION. USE TEMPLTES TO URTELY SET SE PLTE NHOR OLTS TO ORRET ELEVTION N LIGNMENT. SEURELY RE NHOR OLTS GINST ISPLEMENT EFORE ONRETE IS PLE N URING ONRETE URING. NOTES TO ESIGNER WHEN SIZING FRME OMPONENTS N THE HORIZONTL ENTERLINE OF THE SIGN PNEL IS NOT LOTE T THE ENTERLINE OF, LULTE PNEL RE S TWIE THE VERTIL IMENSION FROM THE ENTERLINE OF TO EITHER THE TOP OR OTTOM OF THE SIGN PNEL, WHIHEVER IS GRETER, MULTIPLIE Y THE SIGN PNEL LENGTH. YNMI/VRILE MESSGE SIGNS (MS/VMS) RE PROHIITE ON MONOPIPE STRUTURES. USE MINIMUM OF 2" THIKNESS FOR LL SPLIE PLTES TO PREVENT ISTORTION URING WELING. ESIGN. SPEIFITIONS: "SHTO 4TH EITION STNR SPEIFITIONS FOR STRUTURL SUPPORTS FOR HIGHWY SIGNS, LUMINIRES N TRFFI SIGNLS" (0 WITH INTERIMS THROUGH 03) N "SHTO 7TH EITION STNR SPEIFITIONS FOR HIGHWY RIGES" (02). ERET SIGN STRUTURE ONLY FTER ONRETE MEETS 7 Y STRENGTH REQUIREMENTS. TEMPORRILY SUPPORT S TO RELIEVE LO FROM THE SPLIES WHILE HIGH-STRENGTH OLTS RE EING TIGHTENE IN ORER TO FIRMLY SET THE ONNETION PLTES. WIN LOS RE SE ON 90 MPH (3 SEON GUST) SI WIN SPEE. 4. PRIOR TO ERETION, EMONSTRTE TO THE ENGINEER Y PRESSEMLY OR OTHER PPROVE METHO THT FRME STRUTURE LENGTH IN NO-LO ONITION MTHES FIEL MESURE FOUNTIONS RE SE ON MXIMUM " LTERL EFLETION T SPING WITHIN /2". N ON THE FOLLOWING SOIL PRMETERS: ) LOOSE GRNULR SOIL WITH 00 PF UNIT WEIGHT, 28 EGREE INTERNL FRITION NGLE, 0 PSF OHESION, N 25 PI MOULUS OF SUGRE RETION. 5. EQUTELY SUSP FRME STRUTURES TO VOI ISTORTIONS OR HNGES IN SPN LENGTH IF ERETE ONTO FOUNTIONS S ONE UNIT. ) SOFT OHESIVE SOIL WITH 00 PF UNIT WEIGHT, 0 EGREE INTERNL FRITION NGLE, 800 PSF OHESION, 0 PI MOULUS OF SUGRE RETION, N 0.02 E50 STRIN. 4. THE MEMER SIZES INITE IN THE ESIGN TLES MEET THE FTIGUE REQUIREMENTS FOR FTIGUE TEGORY I. 5. THE TRFFI ENGINEER SETS THE ESIGN SIGN RE USING ONE OF THE FOLLOWING OPTIONS:. THE TUL SIGN RE TO E PLE ON THE STRUTURE T THE TIME OF ONSTRUTION.. THE TUL SIGN RE INRESE Y 25%, SE ON THE PROILITY OF SIGNS EING E OR INRESE IN SIZE. (RURL HIGHWY EFINITION OF "ESIGN SIGN RE").. THE TUL SIGN RE INRESE Y 50%, SE ON THE PROILITY OF SIGNS EING E OR INRESE IN SIZE. (URN HIGHWY EFINITION OF "ESIGN SIGN RE"). 6. THE ESIGN SIGN RE WILL E ROUNE UP TO THE NEXT HIGHEST INREMENT OF SIGN RE SHOWN IN THE ESIGN TLES. LERLY SHOW THE ESIGN RE USE ON THE ESIGN PLNS FOR FUTURE REFERENE. 7. NY SPN LENGTH OR NTILEVER LENGTH GRETER THN THT SHOWN ON THE STNR IS PROJET SPEIFI ESIGN. ESIGNER MUST ENSURE THE VILILITY OF THE SELETE PIPE SIZES. THE ESIGNER MUST S THE OUMENT OF VILLE PIPE SIZES TO THE HIEF RIGE ENGINEER PRIOR TO PS&E SUMITTL. THE ESIGNER OUMENTS THT N INVENTORY OF PIPE IS VILLE N/OR THE MNUFTURER PIPE RULING SHEULE IS OMPTILE WITH THE ONSTRUTION SHEULE. IN GENERL, 30" IMETER PIPE IS MORE REILY VILLE THN " OR 2 IMETER PIPE WITH WLL THIKNESS GRETER THN /2 ". MTERIL. PROVIE MTERILS N WORKMNSHIP IN ORNE WITH THE URRENT VERSIONS OF THE PENNSYLVNI PULITION 408, SHTO/WS WELING OE.5, ONTRT SPEIL PROVISIONS, N SHTO "STNR SPEIFITIONS FOR STRUTURL SUPPORTS FOR HIGHWY SIGNS, LUMINIRES N TRFFI SIGNLS". USE SHTO/WS. FOR WELING NOT OVERE IN SHTO/WS.5. OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY PROVIE STRUTURL STEEL ONFORMING TO SHTO M270, GRE 36 (STM 709, GRE T-8700 SPING HRTS/IRET PPLIE LETTERS, NUMERLS, & RROWS MONOPIPE SIGN STRUTURES 36) ESIGNTION EXEPT WHEN NOTE OTHERWISE. PROVIE WELE OR SEMLESS STEEL PIPE ONFORMING TO PULITION 408, SETION 948.2(a). 4. PROVIE HIGH-STRENGTH STEEL OLTS ONFORMING TO SHTO M64 (STM 325). MEHNILLY GLVNIZE LL OLTS (EXEPT NHOR OLTS), NUTS N WSHERS. EITHER MEHNILLY GLVNIZE LL NHOR OLTS OR HOT-IP GLVNIZE LL NHOR OLTS IN ORNE WITH FRITION NOTE 6 ON THIS SHEET. PROVIE U-OLTS ONFORMING TO STM 449. PROVIE NHOR OLTS ONFORMING TO STM F554, GRE 55. T-870 T-870E T-870S T M -747M R-M R-52M SIGN ETILS/FREEWY N EXPRESSWY GUIE SIGNS EXTRUE LUMINUM HNNEL SIGN FLT SHEET LUMINUM SIGNS WITH EXTRUE LUMINUM STIFFENERS SIGN LIGHTING REINFOREMENT R FRITION ETILS MONOPIPE SIGN STRUTURES LSSIFITION OF ERTHWORK FOR STRUTURES TYPE 2 STRONG POST GUIE RIL FRME STRUTURE SPNS UP TO 60' N NTILEVER MONOPIPE STRUTURE GENERL NOTES R-53M TYPE 2 WEK POST GUIE RIL R-54M R-58M RRIER PLEMENT T OSTRUTIONS SINGLE FE ONRETE RRIER PLEMENT T MEIN PIERS REOMME PR.29, 6 REOMME PR.29, 6 SHEET OF 5 REFERENE RWINGS HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M
2 SIGN STRUTURE SPN LENGTH = SIGN STRUTURE ST. SIGN PNEL LENGTH = ONNETION, SEE -747M FOR ETILS, MST, N (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL HEIGHT = ONNETION SEE -747M FOR ETILS MST SIZE IS (O..) x (WLL THK.), SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") MST (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL & GLV. ROENT SREEN 0'-0" TUL VERT. LR.= VERT. LR.= 7'- PVEMENT PT. OF VERT. LR. ROWY SIZE IS (O..) x (WLL THK.). SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL SUPPORT SEE TLE "", EM (TYP, SEE -747M ON -747M, SHT.5 FOR ETILS) OR S REQ'. Y OWNER VRILE EGE OF PVEMENT ONNETION, SEE -747M FOR ETILS SIGN STRUTURE HEIGHT = (30'-0" ) SEE PLN SHEET FOR SIGN STRUTURE LOTION LOTION PLN LENGTH OTTOM OF, SEE -747M FOR REINFOREMENT REQUIREMENTS N FOUNTION ETILS SE ONNETI0N SEE -747M FOR ETILS ( ) EMEMENT MER IMETER (SEE -747M) ELEVTION SIE VIEW MER IGRM NOTES TO ESIGNER: PROVIE IMENSIONS N ELEVTIONS SE ON TUL STRUTURE ONFIGURTION S REQUIRE. SMPLE INITES MINIMUM REQUIRE INFORMTION WITH ESIGN RITERI ESIGN SIGN RE ()= ESIGN SPN = MER MUST INLUE OTH N MST (OLUMN) EFLETION. K RKING OF MST IS NOT PERMITTE. ESIGNER MUST PROVIE INFORMTION IN () PRENTHESES ON ELEVTION SE ON INFORMTION OTINE FROM ESIGN TLES S INITE. PLE THE FOLLOWING NOTES ON ONTRT RWINGS: GENERL NOTES: FTIGUE TEGORY = NOTE: ESIGN FOR TUL SIGN RE, TUL SIGN RE INRESE Y 25%, OR TUL SIGN RE INRESE Y 50%. (ESIGNER TO INITE ONTROLLING ONITION). FOR GENERL NOTES, SEE -747M. IMETER WITH - NO. 8 REINFORING RS. SEE -747M FOR ITIONL REINFOREMENT REQUIREMENTS N ETILS. PROVIE SPE OF OR LESS, OR ONE-HLF THE TLLER PNEL HEIGHT OR MORE, ETWEEN JENT SIGN PNELS WHEN PRESENT. 4. TERMINTE WELS /4" SHORT OF STIFFENER S N STIFFENER HMFER. 5. SEL SE PLTE TO FOUNTION GP WITH GLVNIZE STEEL SREEN, /2" Y /2" MESH N 0.063" IMETER WIRES. SREEN IS TO PREVENT ENTRY OF ROENTS WHILE PERMITTING RINGE. SREEN IS TO E REMOVLE N TTHE TO SEPLTE WITH STINLESS STEEL HRWRE. ESIGNER IS REQUIRE TO PROVIE MER ON ESIGN PLN FOR EH SPEIFI STRUTURE SPN. TLE OF ESTIMTE QUNTITIES ITEM NO. ITEM UNIT QUNTITY STEEL SIGN STRUTURE LS STRUTURE MOUNTE SIGNS SF LSS 3 EXVTION Y LSS EMENT ONRETE Y REINFOREMENT RS LS ITEMS SHOWN FOR INFORMTION ONLY, INLUE IN LUMP SUM ITEM NO OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES NTILEVER MONOPIPE STRUTURE NTILEVER STRUTURE SMPLE ONTRT RWING REOMME PR.29, 6 REOMME PR.29, 6 SHEET 2 OF 5 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M
3 MST "" & "" SIGN STRUTURE SPN OVERLL LENGTH = MST "" & "" 0'-0" SPN = ONNETION, SEE -747M FOR ETILS SIGN PNEL LENGTH = SIGN PNEL LENGTH =, MST, N (VN WHEN WLL THIKNESS EXEES /2") MST SIZE IS (O..) x (WLL THK.), SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") GLV. ROENT SREEN MST "" MST "" SEPLTE MST HEIGHT = MST "" MST "" MST HEIGHT = ESIGN HEIGHT (H) SIGN PNEL HEIGHT = SIGN PNEL & "" MST (VN WHEN WLL THIKNESS EXEES /2") SEE TLE "", ON -747M, SHT.5 OR S REQ'. Y OWNER VRILE 0'-0" TUL VERT. LR.= VERT. LR.= 7'- PVEMENT PT. OF VERT. LR. ROWY SIZE IS (O..) x (WLL THK.). SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL SUPPORT EM (TYP, SEE -747M FOR ETILS) ONNETION SEE -747M FOR ETILS SEE TLE "", ON SPLIE ONNETION -747M, SHT.5 OR SEE -747M FOR S REQ'. Y OWNER ETILS VRILE ONNETION, SEE -747M FOR ETILS ( ) SIGN STRUTURE HEIGHT = (30'-0" ) "" LENGTH, SEE -747M FOR REINFOREMENT REQUIREMENTS N FOUNTION ETILS EMEMENT ELEVTION SE ONNETI0N SEE -747M FOR ETILS EMEMENT IFFERENE IN ELEVTIONS (5'-0" ) OTTOM OF ( ) IMETER SEE -747M SIE VIEW SPN SIGN STRUTURE ST. MER LINE PROFILE LINE NOTES TO ESIGNER: PROVIE IMENSIONS N ELEVTIONS SE ON TUL STRUTURE ONFIGURTION S REQUIRE. SMPLE INITES MINIMUM REQUIRE INFORMTION WITH ONNETION /4 /2 3/4 MER IGRM ONNETION ESIGNER MUST PROVIE INFORMTION IN () PRENTHESES ON ELEVTION N SIE VIEW SE ON INFORMTION OTINE FROM ESIGN TLES S INITE. PLE THE FOLLOWING NOTES ON ONTRT RWINGS: MER VLUES REPRESENTS MXIMUM E LO EFLETION ETWEEN ONNETIONS N SPN LENGTH EQULS ISTNE ETWEEN MSTS. GENERL NOTES: ESIGN RITERI SEE PLN SHEET FOR SIGN STRUTURE LOTION. FOR GENERL NOTES, SEE -747M. IMETER WITH - NO. 8 REINFORING RS. SEE -747M FOR ITIONL ESIGN SIGN RE ()= LOTION PLN REINFOREMENT REQUIREMENTS N ETILS. PROVIE SPE OF OR LESS, OR ONE-HLF THE ESIGN SPN = TLLER PNEL HEIGHT OR MORE, ETWEEN JENT SIGN PNELS WHEN PRESENT. TERMINTE WELS /4" SHORT OF STIFFENER S N STIFFENER HMFER. SEL SE PLTE TO FOUNTION GP WITH GLVNIZE STEEL SREEN, /2" Y /2" MESH N 0.063" IMETER WIRES. SREEN IS TO PREVENT ENTRY OF ROENTS WHILE PERMITTING RINGE. SREEN IS TO E REMOVLE N TTHE TO SEPLTE WITH STINLESS STEEL HRWRE. FTIGUE TEGORY = NOTE: ESIGN FOR TUL SIGN RE, TUL SIGN RE INRESE Y 25%, OR TUL SIGN RE INRESE Y 50%. (ESIGNER TO INITE ONTROLLING ONITION) TLE OF ESTIMTE QUNTITIES OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES ESIGNER IS REQUIRE TO PROVIE MER ON ESIGN PLN FOR EH SPEIFI STRUTURE SPN. ITEM NO. ITEM STEEL SIGN STRUTURE STRUTURE MOUNTE SIGNS UNIT LS SF QUNTITY FRME STRUTURE SPNS UP TO 60' LSS 3 EXVTION LSS EMENT ONRETE REINFOREMENT RS Y Y LS FRME STRUTURE SMPLE ONTRT RWING ITEMS SHOWN FOR INFORMTION ONLY, INLUE IN LUMP SUM ITEM NO REOMME PR.29, 6 REOMME PR.29, 6 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY SHEET 3 OF 5-647M
4 SELETION TLE (FRME STRUTURES) MST SIGN STRUTURE SPN (60'-0" ) PNEL USING MXIMUM LENGTH SPN RE OF SEGMENTS (FEET) IMETER THIKNESS (S.F.) (INHES) (INHES) IMETER THIKNESS SEGMENT (INHES) (INHES) RRNGEMENT USING MINIMUM LENGTH OF SEGMENTS IMETER THIKNESS (INHES) (INHES) 60,040 SEGMENT RRNGEMENT ONNETION 4'-0" & SIGN PNEL , (SH. 30) SIGN STRUTURE HEIGHT (30'-0" ) SE ONNETION SIGN PNEL HEIGHT ('-0" ) VERTIL LERNE (7'- ) SPLIE ONNETION ONNETION (WT.XS) E IFFERENE IN ELEVTIONS (5'-0" ) FRME STRUTURE SPN "X" "Y" "X" MER LINE PROFILE LINE ONNETION /4 /2 3/4 ONNETION MER IGRM SEGMENT RRNGEMENT TLE (FRME STRUTURES) RRNGEMENT SEGMENT LENGTH / LENGTH.00 MER SPN X Y (FEET) (INHES) (INHES) 60 5/8 7/8 80 7/8 / /2 2 /8 2 / /2 5 / /8 E SIGN STRUTURE SPN MER VLUES REPRESENTS MXIMUM E LO EFLETION ETWEEN ONNETIONS N SPN LENGTH EQULS ISTNE ETWEEN MSTS. OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES FRME STRUTURE SPNS UP TO 60' ESIGN TLES MST N SELETION REOMME PR.29, 6 REOMME PR.29, 6 SHEET 4 OF 5 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M
5 SELETION TLE (NTILEVER STRUTURES) SIGN STRUTURE SPN (27'-0" ) PNEL MST SPN RE (FEET) IMETER THIKNESS IMETER THIKNESS (S.F.) (INHES) (INHES) (INHES) (INHES) (SH. 30) & SIGN PNEL 4'-0" 250 VERTIL LERNE (7'- ) SIGN PNEL HEIGHT ('-0" ) ONNETION ONNETION SIGN STRUTURE HEIGHT (30'-0" ) SE ONNETION NOTES:. FOR GENERL NOTES, SEE SHEET. NTILEVER STRUTURE FRITOR OPTION TO OR ELIMINTE SPLIES. OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES NTILEVER MONOPIPE STRUTURE ESIGN TLES MST N SELETION REOMME PR.29, 6 REOMME PR.29, 6 SHEET 5 OF 5 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M
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