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Show This text message is used to keep the image from rotating in ocr process. Be sure to crop the top .25" off after the ocr process. OUT BACK WALL v + '" N « N J> >- III SR-66 SOUTHBOUND ~ t ~ SR -66 NORTHBOUND STA 25+89.59 "' SR-66 AND I'ROFILE GRADE LINE f0 \:J -JL-------f"!---;-;::- Existing Abandoned Woter Li ne To Be Rerroved -~ REMOVE STRUCTURE C-164 ~ ~ BRG ABUT #1 , FIX APPROACH SLAB (TYP) RIPRAP SEE "RIPRAP DETAILS " SHEET FOR EXTENT , " WEBER RIVER ~ ::::::::,:::: ::::,::::"" ::: ;/JeM/ DESIGN SPEED: SEISMIC: SR SE (2 BRG ABUT #2 1_ Ground rEXist. PROPOSED GAS LINE . ELEVATION I Z 0:::; GENERAL NOTES INDEX OF SHEETS 1. USE COATED DEFORMED BILLET-STEEL BARS CONFORMING TO AASHTO M284 OR M111 AND M31 GRADE 60 FOR ALL REINFORCING STEEL . 7. HORI ZON TAL DIMENSIONS ARE PLAN. VERTICAL DIMENSIONS ARE PLUMB. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 12. 13. I <t I- SITUATION & LAYOUT 1 SITUAT ION & LAYOUT 2 SOIL DATA SHEET FOUNOATION PLAN DRIVEN PILE DETAILS ABUTMENT #1 PLAN & ELEVATION ABUTMENT #2 PLAN & ELEVATION ABUTMENT & WINGWALL DETAILS FRAMING PLAN STEEL DETAILS GIRDER DETAILS DIAPHRAGM DETAILS DECK PLAN 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25 . DECK SECTIONS AND DETAILS SCREED ELEVATIONS APPROACH SLAB PLAN APPROACH SLAB REINFORCING PLAN APPROACH SLAB DETAI LS 1 APPROACH SLAB DETAILS 2 APPROACH SLAB DRA IN DETAILS PARAPET DETAILS 1 PARAPET DETA ILS 2 RIPRAP DETAILS REINFORCING DETAILS 1 REINFORCING DETAIL S 2 ::::J BRIDGE LOAD RATING >- HL-93 l- 51 S 0.00 STR. I z: < <.:) OPERATING 2.64 S 0 . 00 STR. I 0:: 0 1. a:: e...> RATING LOCATION INVENTORY 0:: 6 . DO NOT SCALE DRAWINGS. l!t1J;1} TL- 3' -6" TH I CK LOOSE RI PRAP ITYP) , ...J II> U 5 . PROVIDE 2 INCH CONCRETE COVER TO REINFORCING STEEL EXC EPT WHERE NOTED OTHERWISE. ~V SI PARAPET LOADING: ,-=--- = = 1 4. USE CLASS AA (AE) FOR CAST- IN-PLACE CONCRETE EXCEPT WHERE SPECIFIED OTHERWISE. t' (/ ~ "2"~---'------------------If=!-r---=---------'='---------- V 5059.35 ---------~---------- 3. CHAMFER ALL EXPOSED CONCRETE CORNERS 3,4' EXCEPT WHERE NOTED OTHERWISE. fiLM< 'j WEAR I NG SURF ACE: , F IX - Exist-i~g-~ -, Structure , _ C-164 2. USE STRUCTURAL STEEL CONFORMING TO AASHTO M 270 GRADE 50 EXCEPT WHERE NOTED OTHERWISE. bt,'dgb HL-93 LOADING IN ACCORDANCE W 4th EDITION. 2007. SEISMIC DESIGN IN ACCORDANCE AT S1 AT _____________________________________________ PARAPET DRIVEN PILES /lAj4-'" Ss ----------------------------------~~------- 92 ' -1 O"a" I' ,~6 t~~E~bS~iTf~2 ~~iE~li7gNR!~~N ------------------~~----------------------- PLAN NOTE: GIRDERS ARE PARALLEL AND OFFSET FROM CHORD "A". CHORD "A" IS DEFINED AS A LINE FROM STA. 25+42.69 OFFSET 0.00 TO STA. 26+36.19 OFFSET 0.00. DECK AND PARAPETS ARE PARALLEL TO ~ PROFILE GRADE LINE US-6. CURVE DATA DELTA 61°25 ' 35" RT R 818 . 51 T 486 . 25 L 877.52 PI STA 24+58.30 PC STA 19+72 . 05 PT STA 28+49 . 57 NOTE: F DENOTES RATING CONTROLLED BY FLEXURE S DENOTES RATING CONTROLLED BY SHEAR Mr AT 46.75 ' = 6884.0 K-ft Vr AT 0.0 ' = 334.8 KIPS aUANTITIES w > ro') I- a:: ::::J :::E 0 z: a:: ><t V W 0: CO ....J 3: 06 L.&.I :> W 0:: a:: 0:: ~ ~ 0 0 I 1L. a:: W L.&.I > CC L.&.I :. 0 0: L.&.I :> <.D <.D I <t ::::J ~ ~ I- a:: Vl I 0 CO I- "'a: u.., Vl ~~ 0", g"z 0:: Vl MORGAN C-969 ORG. NO. SHT. OF 25 |
