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OSLO ROAD IMPROVEMENTS <br /> INDEX OF STRUCTURES PLANS <br /> OSLO ROAD OSLO ROAD OVER APPROACH SLABS <br /> GENERAL SHEETS THE LATERAL C CANAL <br /> AS- 1 APPROACH SLAB DETAILS <br /> A- 1 COVER SHEET B- 1 PLAN AND ELEVATION <br /> A-2 INDEX OF SHEETS/KEY SHEET/SUMMARY OF QUANTITIES 8- 2 FOUNDATION LAYOUT <br /> A- 3 GENERAL NOTES B- 3 END BENT NO. 1 (PHASE I ) <br /> A-4 12". 14", 18", 20", 24", AND 30" PRESTRESSED CONCRETE PILES B- 4 END BENT NO. 1 PHASE <br /> JE ) <br /> (INDEX No_ 600) 1 OF 2 B - 5 END BENT NO. 3 PHASE I ) <br /> A-5 12 , 14". 18 20 24", AND 30" PRESTRESSED CONCRETE PILES 8 -6 END BEM NO. 3 PHASE <br /> IL ) <br /> (INDEX NO. 600) 2 OF 2 B-7 END BENT & WINGWALL DETAILS 1 OF 3 <br /> A-6 TRAFFIC RAILING BARRIER (INDEX NO. 700) B- 8 END BENT & WINGWALL DETAILS 2 OF <br /> 3 <br /> A-7 TRAFFIC RAILING (SIDEWALK TYPE AND BICYCLE TYPE) (INDEX NO. 710) B-9 END BENT & WINGWALL <br /> DETAILS 3 OF 3 <br /> A-8 APPROACH SLABS (INDEX NO. 900) B- 10 INTERIOR BENT NO. 2 (PHASE I ) <br /> A-9 STANDARD BAR BENDING DETAILS (INDEX NO. 1300) B- 11 INTERIOR BENT NO. 2 (PHASE a ) <br /> A- 10 TYPICAL PRESTRESED SLAB DETAILS ( 1 OF 3) 8- 12 INTERIOR BENT DETAILS <br /> A- 11 TYPICAL PRESTRESED SLAB DETAILS 2 OF 3 B- 13 FINISH GRADE ELEVATIONS <br /> A- 12 TYPICAL PRESTRESED SLAB DETAILS 3 OF 3 B- 14 SUPERSTRUCTURE PLAN & SECTION <br /> _ <br /> A- 13 UTIUTY DETAILS B- 15 SUPERSTRUCTURE DETAILS <br /> A- 14 SLOPE PROTECTION DETAILS B- 16 REINFORCING BAR LIST (PHASE I ) <br /> A- 15 LOG OF SOIL BORINGS B- 17 REINFORCING BAR UST (PHASE 11 ) <br /> B- 18 SEQUENCE OF CONSTRUCTION DETAILS <br /> LEGEND: THE ABBREVIATIONS AND SYMBOLS LISTED BELOW <br /> ARE USED THROUGHOUT THESE PLANS TO DENOTE <br /> COMMONLY USED PHRASES OR WORDS AS FOLLOWS: <br /> SUMMARY OF BRIDGE PAY ITEMS <br /> BRIDGE No. i Btwn. - Between <br /> PAY ITEM NO . DESCRIPTION UNIT TOTAL = Bowline <br /> QUANTITY Solt = Bottom <br /> = Centerline <br /> 110-3 REMOVAL OF EXISTING STRUCTURES LS. 1 1 C & <br />G = Curb & Gutty <br /> 120-5 CHANNEL C.- = Clear <br /> EXCAVATION 6 4 61 C <br /> Y. = Cubic Yards <br /> 331 -2 TYPE S LEVELING COURSE (0.5"d: AVG.) TN. 6. 1 6. 1 D.H.W. <br /> = Design High Water <br /> E.453 ve <br /> EA Each <br /> r400-3-4 <br /> 60- 1 CONCRETE APPROACH SLABS EA 2 2 _ Ef. <br /> = Each Face <br /> 00-2- 0 I1 P C R SID ZC 16,9 .9 y y EL = Elevation <br /> EW. = Each Way <br /> CONCRETE CLASS III (SUPERSTRUCTURE CLOSURE POURS) C.Y. 24.9 24.9 n S Exp. <br /> = Expansion <br /> 00-4-5 CONCRETE CUSS N (SUBSTRUCTURE) C.Y. 115.1 1151 F, Flied <br /> • F&I = Furnish & Install <br /> 00- 147 COMPOSITE NEOPRENE PADS C.F. 7.4 7.4 orM F.F. <br /> = Far Face <br /> 00- 148- 1 TRAFFIC RAILING (F & 1) (BARRIER) LF 99 99 raRor "s n' <br />EF.B.W. = Front Face of Bock Wall <br /> uxc <br /> FFFeet <br /> 400- 148-2 TRAFFIC RAILING (F & 1) (SIDEWALK TYPE) LF 99 99 sww wrra MALInt- <br /> Interior <br /> 415- 1 -4 REINFORCING STEEL (SUPERSTRUCTURE) LB. 2430 2430zr sR $n Lbs. = Pounds <br /> LF = Linear Feet <br /> 415- 1 -5 1 REINFORCING STEEL (SUBSTRUCTURE) LB. 12970 12970 LS. <br /> = Lump Sum <br /> Gil <br /> 450-88- 18 PRESTRESSED SLAB UNITS TRANSVERSELY POSTTENSIONED ( 187 S.F. 4 B L <br />T. = Left <br /> Max. = Maximum <br /> 455-3-2 PRIEST CONIC PILING FURNISHED (18-SO) LF. 1995 1995 © O54a Raw M <br />.H.W. = Mean High Water <br /> 455-4-2 PRIEST CONIC PILING DRIVEN ( 18-SQ) L.F. 1797 1797 Min. <br /> = Minimum <br /> WF. Near Face <br /> 455- 17-2 PILE SPLICES (187 EA No. Number <br /> 455- 133- 1 STEEL SHEET PILING (TEMPORARY) S.F. 2500 2500 O.C. <br /> = On Curler <br /> P.C. Point of Curve <br /> 455- 137 TEST LOAD (DYNAMIC) Ek- BEGIN BRIDGE No. 1 END BRIDGE <br />No. 1 P.T. = Point of Tangency <br /> 455- 140- 12 TEST PILES FURNISHED (18') LF. 125 125Q STA 214 + 13,41 STA <br /> 214 + 73.41 Q RT. = Right <br /> 455- 141 - 12 TEST PILES DRIVEN (187 LF. 111 121 � ��� � Shm.r <br /> = Slur lShoum r <br /> 530-3-4 RIPRAP (RUBBLE)(OITCH LINING) TN. 3 Spa. = Spaces <br /> 530-74 BEDDING STONE TN. 240 240 Y' OACM SLABS ARE SHOWN ON SHEETS A-8. AND <br /> AS- 1 . S0. = Square <br /> �E TOTAL PUN AREA OF APPROACH SLAB REQUIRED 1 0 SH ET=AS— THE' Sta. <br /> = Station <br /> BID ITEM PAY NOTES: Q RARY AND FINAL ASPHALT TOPPING. CURB AND GLITTER TRANSRIONS, <br /> SID Substr. = Substructure <br /> WITHIN THE APPROACH SLAB LIMITS SWILL BE INCLUDED IN THE CONTRACT UNIT <br /> PRICE FOR APPROACH SLABS. T.T.C. = Tangent To Curve <br /> 1 . FOR SUMMARY OF BRIDGE PAY ITEMS SEE TABLE ABOVE. Typ. <br /> Typical <br /> 2. PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE INDIVIDUAL BID ITEMS SHALL 8. THE <br /> COST OF FURNISHING AND INSTALLING TEMPORARY AND FINAL ASPHALT TOPPING WITHIN THE BRIDGE LIMITS SHALL BE U.O.N. = Unless Otherwise Noted <br /> Yr. Year <br /> BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE BID ITEMS. INCLUDED IN THE CONTRACT <br />UNIT PRICE FOR TYPE S ASPHALTIC CONCRETE, BID ITEM No. 331 -72-20, AND TYPE S = <br /> = Diameter <br /> 3. THE COST FOR FURNISHING COMPOSITE NEOPRENE BEARING PADS SHALL BE INCLUDED IN THE LEVELING <br /> COURSE, BID ITEM No. 331 -2. <br /> CONTRACT UNIT PRICE FOR COMPOSITE NEOPRENE PADS, 810 ITEM 400- 147. 9. THE COST FOR MISCELLANEOUS <br /> CANAL EXCAVATION, AND EXCAVATION AND FILL AROUND THE BRIDGES SHALL BE INCLUDED = Soil Boring Location <br /> 4. THE COST FOR SALVAGE AND DELIVERY OF PILE CUT-OFFS AND EXISTING STEEL SHEET PILING SHALL IN THE <br /> CONTRACT UNIT PRICE FOR SUCH ITEMS AS INDICATED IN THE ROADWAY PLANS. <br /> BE INCLUDED IN THE CONTRACT UNIT PRICE FOR PRESTRESSED CONCRETE PILING DRIVEN ( 18" SO.) 10. <br /> THE COST FOR HOT DIP GALVANIZING MISCELLANEOUS DOWEL BARS AS NOTED ON THE BAR LIST SHEETS SHALL BE <br /> S. THE COST FOR FURNISHING AND INSTALLING CONDUITS, COUPLINGS, AND MISCELLANEOUS HARDWARE <br /> REQUIRED FOR THE INSTALLATION OF SIDEWALK DUCTS SHALL BE INCLUDED IN THE CONTRACT UNIT INCLUDED <br /> IN THE CONTRACT UNIT PRICE FOR REINFORCING STEEL (SUBSTRUCTURE), BIO ITEM 415- 1 -5. <br /> PRICE FOR CLASS II CONCRETE. ll . QUANTITY SHOWN FOR STEEL SHEET PILING (TEMPORARY), <br /> BID ITEM 455- 133- 1 , IS APPROXIMATE AND IS TO BE USED <br /> 6. THE COST FOR FURNISHING AND INSTALLING CONCRETE UTILITY SADDLES OR ALTERNATE METHOD OF FOR ESTIMATING <br /> PURPOSES ONLY. PAYMENT SHALL BE BASED ON ACTUAL INSTALLED QUANTITY PAID AT CONTRACT UNIT <br /> UTILITY ATTACHMENT/SUPPORT SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR CONCRETE PRICE PER SQUARE <br /> FOOT. ALL COSTS ASSOCIATED WITH THE DESIGN, INSTALLATION AND REMOVAL OF THE SHEETPILING <br /> CLASS 11, BID ITEM 400-2-4. SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR <br /> TEMPORARY STEEL SHEETPIUNG. <br /> R E v I s I o N s A6wr ,BFB Cxwl* APPROIm FIXi sv4[ : SHEET <br /> MTE RY 9EsanRTaN DALE eY pEsaaRnaN Ay,a,,,,=M ,� IuAR• wa.4'x Mites, <br /> 1p1`�r-H0"" er. NTS INDEX OF SHEETS/KEY SHEET No. <br /> AGF pRAWNa No. SUMMARY OF QUANTITIES <br /> A ,,� , ,L ,� • IGmiey Nom irx, a „oEx OSLO <br />ROAD A-2 <br /> G MirMr-ww, N •evY„t k EW] DAM a,yw <br />