TRANSMITTAL LETTER. Barry J. Schoch, P.E. Secretary of Transportation By:

Transcription

1 OS-299 (7-08) TRANSMITTAL LETTER PUBLICATION: Publication 219M October 2010 Edition Change No. 1 DATE: May 22, 2012 SUBJECT: Change No. 1 to Standards for Bridge Construction, BC-700M Series October 2010 Edition INFORMATION AND SPECIAL INSTRUCTIONS: These standards may be used immediately and can be adopted as soon as practical on all new and existing designs without affecting letting schedules. All projects with T.S. & L. submissions after July 2, 2012 should incorporate these new standards. The Standard Drawings included in this release along with a description of the changes are listed in the attached multi-sheet Table. CANCEL AND DESTROY THE FOLLOWING: ADDITIONAL COPIES ARE AVAILABLE FROM: PennDOT SALES STORE (717) phone (717) fax ra-penndotsalesstore.state.pa.us Existing BC-700M Series standards need to be retained for projects under construction and for future rehabilitation work. PennDOT website - Click on Forms, Publications & Maps DGS warehouse (PennDOT employees ONLY) APPROVED FOR ISSUANCE BY: Barry J. Schoch, P.E. Secretary of Transportation By: R. Wayne Willey, P.E., Acting Director of Bureau of Project Delivery, Highway Administration

2 BC-700M - Revised signature date for 25 revised standards. Removed BC-795M. BC-701M 1 of 3 SECTION A-A: Added CL FENCE Changed FOUR REQUIRED PER POST. FOR DETAILS REFER TO STD. DWG. BC-734M to PROVIDE TYPE A OR B ANCHORS PER BC-734M, FOUR REQUIRED PER POST. NOTES: Previous Notes 1 & 2 deleted. Renumber previous Notes 3-11 as 1-9 New Notes 5 & 6: Added FENCE before FABRIC New Note 7: Added TIE before WIRE New Note 8: Added 8(b). BASE PLATE DETAIL: Moved center circle Added LINE, CORNER OR END Changed misc. dimensions NOTES: (From sheet 2) Moved previous Notes 15 &16 to sheet 1 and renumbered to 10 & 11 New Note 10: Revised wording TYPICAL FENCE ELEVATION: Added OFFSET in front of END POSTS Changed SEE NOTE 16 to SEE NOTE 11 (6 times) Changed RAIL END to STANDARD BOULEVARD CLAMP (TYP.) (LINE RAIL CLAMP) Added INTERMEDIATE RAIL 1.66" O.D. STEEL PIPE FOR 7'-8" FENCE PANELS ONLY 2 of 3 ANTI-CLIMB SHIELD DETAILS: Changed SEE NOTE 16 to SEE NOTE 11 (2 times) Changed EACH SIDE OF BRIDGE to EACH END OF FENCE TYPICAL BARRIER PROTECTIVE FENCE: Added CL FENCE (2 times) LEVELING PAD DETAIL: SECTION: Added 8" x 8" x ½" ANCHOR PLATE. SEE BASE PLATE DETAIL FOR HOLE SIZE AND SPACING SECTION C-C: Changed SEE NOTE 16 to SEE NOTE 11 LEVELING PAD DETAIL: SECTION: Added CL FENCE Changed misc. dimensions Changed LONG ANCHOR BOLTS. FOUR REQUIRED PER POST. FOR DETAILS REFER TO STD. DWG. BC-734M to ANCHOR BOLTS. PROVIDE TYPE B ANCHORS PER BC-734M, FOUR REQUIRED PER POST. NOTES: Deleted previous Notes Moved previous Notes 15 & 16 to sheet 1 Added NOTE: FOR OTHER DETAILS AND NOTES, SEE SHEETS 1 & 3. TYPICAL BRACE BAND: Changed RAIL ATTACHMENT to BRACE BAND Changed SEE NOTE 16 to SEE NOTE 11 POST BRACKET DETAIL: Added arrow Added hyphen to ANTI-CLIMB Changed BACK to REAR FACE SIDEWALK DETAIL: Added 1.5%, SLOPE (WHEN PERMITTED) Changed misc. dimensions Added SEE NOTE 10 LEVELING PAD DETAIL: PLAN: Added C/C Added CL Fence Deleted (TYP.) 3 of 3 Added new sheet for Protective Fence for over Railroads BC-703M 1 of 2 REFERENCE DRAWINGS: Deleted STANDARD Changed ASSEMBLIES to TOPS, GRATES, AND FRAMES Changed TRANSITION AT END OF STRUCTURE to TO BRIDGE BARRIER TRANSITIONS NOTES: Deleted previous Notes 1, 2 & 8 Renumbered previous Notes 3-7, 9-10 as 1-7 PLAN VIEW FOR THRIE-BEAM TO BRIDGE BARRIER: Repositioned arrow Changed INLET to CONCRETE TOP UNIT BC-703M 3 of 2 Deleted Sheet 3 BC-707M 1 of 5 SIDEWALK RAIL ROD SPLICE: Changed (A36) to A709, GRADE 36 OR 50 SECTION A-A: Changed and added misc. dimensions Added CL 4-ANCHOR BOLTS, ⅞ " X 1'-3" (MIN.) ASTM F1554, GRADE 105, WITH ASTM A563 WASHERS, GALVANIZED, PROVIDE TYPE A OR B ANCHORS PER BC-734M. (2-¾ " PROJECTION) ELEVATION-ALTERNATE SIDEWALK POST: Changed (A36) to A709, GRADE 36 OR 50 (2 times) ELEVATION-POST: ELEVATION-SIDEWALK POST: Added R= before 4¼" ELEVATED-RAISED SIDEWALK POST: Changed (A36) to A709, GRADE 36 OR 50 (2 times) Renumbered previous Notes 2-6 as 1-5 New Note 3: Added 8(b) Added New Notes 6-8 Renumbered previous Note 7 as 9 Moved ELLIPSE RAILING SPLICE to sheet 2 2 of 5 MODIFIED RAILING POST ON TRANSITION BARRIER: Changed (A36) to A709, GRADE 36 OR 50 SECTION A-A: Changed SEE NOTE 5 to SEE NOTE 4 TYPICAL WELD AT MITERS: Changed SEE NOTE 5 to SEE NOTE 4 TABLE 1: Added DESCRIPT. and TYPE after MATERIALS Deleted ASTM-A53 E OR S GRADE B Deleted API-5LX52 Changed A36 OR A500 GR.B to ASTM 709, GRADE 36 OR 50 and ASTM A500 GRADE B OR C (2 times) Renumbered previous Notes 2-5 as of 5 ELEVATION RAISED SIDEWALK RAIL: Changed MAYBE to MAY BE DETAIL B: Changed A53E to A53 E ELEVATION SIDEWALK RAIL: Changed MAYBE to MAY BE Renumbered previous Notes 2-4 as of 5 SECTION A-A: Added SEE NOTE 2 ON SHEET 5 Added CL 4- ANCHOR BOLTS, ⅞ " x 1'-3" (MIN.) ASTM F1554, GRADE 105, WITH ASTM A563 WASHERS, GALVANIZED, PROVIDE TYPE A OR B ANCHORS AS PER BC-734M (2-¾" PROJECTION) DETAIL B: DETAIL A: Added SEE NOTE 2 ON SHEET 5 5 of 5 POST MOUNTING ON GRADE: Added SEE NOTE 2 DETAIL C: Added SEE NOTE 2 Renumbered previous Notes 2-5 as 1-4 BC-708M 1 of 2 ELEVATION VIEW FOR THRIE-BEAM TO PA TYPE 10M BRIDGE BARRIER: Added CLASS A PLAIN CEMENT CONCRETE CURB (SLOPED TOP) REFERENCE DRAWINGS: Added misc. details Changed ASSEMBLIES to TOPS, GRATES AND FRAMES

3 BC-708M BC-709M 1 of 2 Changed TRANSITION AT END OF STRUCTURE to TO BRIDGE BARRIER TRANSITIONS NOTES: Added Notes 1-7 PLAN VIEW FOR THRIE-BEAM TO PA TYPE 10M BRIDGE BARRIER: Moved CLASS A PLAIN CEMENT CONCRETE CURB + arrow Changed TYPE C INLET, WHEN REQUIRED, SEE RC-34M to TYPE C CONCRETE TOP UNIT, WHEN REQUIRED, SEE RC-45M 1 of 12 BARRIER SECTION (both): Added ANCHOR BAR 2" x ⅜" x 6" (GALVANIZED) Added 2-1" x 1-3" ASTM F1554 GRADE 105, ANCHOR BOLTS WITH ASTM A563 NUTS (2½" PROJECTION) (GALVANIZED) (TYPE B ANCHOR PER BC-734M) GENERAL NOTES: Changed new Note 3 to read PROVIDE RAILING POST IN ACCORDANCE WITH AASHTO M270 (ASTM 709) GRADE 50 OR 50W OR ASTM A992. PROVIDE BASE PLATES IN ACCORDANCE WITH AASHTO M270 (ASTM 709) GRADE 50 OR 50W New Note 9: Changed BRIDGE to STRUCTURAL GENERAL NOTES: Deleted General Note 1 Renumbered previous General Notes 2-13 as 1-12 Added new General Notes New General Note 2: Added OR C after GRADE B 2 of 12 ELEVATION-POST: Added FOR DELINEATOR BARRIER SECTION (both): Added Anchor Bar 2' x 3/8" x 6" (GALVANIZED) (SEE DETAIL, SHEET 1) Changed PROJ. 65 (2½") (TYPE A ANCHOR BOLT SHOWN, AS PER BC-734M, TYPE B ANCHOR BOLT PER BC-734M MAY BE USED to (2½" PROJECTION) (GALVANIZED)(TYPE B... BC-734M) 3 of 12 NOTES: Added SEE END CAP SIZES FOR VARIOUS RAIL TUBES TABLE ON SHEET 4 TOP VIEW: Changed SEE END CAP SIZES FOR VARIOUS RAIL TUBES TABLE ON SHEET 4 to SEE RAIL TUBE CAP DETAIL ON THIS SHEET ALTERNATE SIDEWALK RAIL: Changed SEE END CAP SIZES FOR VARIOUS RAIL TUBES TABLE ON SHEET 4 to SEE RAIL TUBE CAP DETAIL ON THIS SHEET 4 of 12 SPLICE TUBE: ELEVATION: Changed 640 to 2'-2" MIN. Changed A-36 to A709, GR. 36 RAISED SIDEWALK RAIL: Changed ROADWAY to SIDEWALK SECTION B-B: Changed A-500, GR. B to ASTM A500 GR. B OR C RAIL SPLICE TABLE: Changed A-500, GR. B to ASTM 500, GR. B OR C (2 times) Changed (A36) to ASTM A709, GR. 36 OR 50 NOTES: Added NOTE: SEE RAIL TUBE CAP DETAIL ON SHEET 3 TOP VIEW: Added * and ** 5 of 12 NOTES: NOTE 3: Changed -9 F to -10⁰F 6 of 12 NOTES: NOTE 3: Changed -9 F to -10 F SECTION A-A: Added 1" Min. 75 See BC-767M < 75 7 of 12 PLAN AT ALTERNATE SIDEWALK- SKEW ANGLE < 75 : Changes in drawing NOTES: NOTE 3: Changed -9 F to -10 F 8 of 12 Added NOTE: SEE SHEET 9 FOR NOTES RAILING END SECTION: Added SEE NOTE 1 ON SHEET 9 SECTION A-A (both): Added SEE NOTE 1 ON SHEET 9 Added ANCHOR BAR 2' x 3/8" x 6" (GALVANIZED) (SEE DETAIL, SHEET 1) (typ.) (2 times) Changed TYPE B ANCHOR BOLT MAY BE USED (GALVANIZED) to TYPE B ANCHOR PER BC- 734M DETAIL B: Added ALUMINUM Added SEE NOTE 1 ON SHEET 9 SECTION B-B: PLAN: Added ALUMINUM (2 times) 9 of 12 DETAIL C: Changed GALVANIZED BOLTS to H.S. BOLTS (GALVANIZED) (SEE NOTE 1) POST AND BASE PLATE: Revised misc. dimensions BC-709M Added MILL FLAT 10 of 12 TYPICAL C.I.P. BARRIER WITH CEMENT CONCRETE SHOULDER ON M.S.E. WALLS: Added Deleted CONCRETE between BITUMINOUS SHOULDER Added LEGEND TYPICAL C.I.P. BARRIER WITH CEMENT CONCRETE SHOULDER ON M.S.E. WALLS: Changed STYROFOAM to P.C.P. (4 times) Changed ASPHALT JOINT SEALANT (AC-20) to ASPHALT RUBBER SEALING COMPOUND [PUB. 408, SECTION (g)] 11 of 12 TRAFFIC BARRIER AND MOMENT SLAB NOTES: NOTE 4: Changed SEALANT AS PER to JOINT SEALING MATERIAL AS PER PUB. 408 Added LEGEND REINFORCEMENT FOR BARRIER WITH BITUMINOUS SHOULDER: Deleted CONCRETE between BITUMINOUS SHOULDER PRECAST BARRIER WITH BITUMINOUS CONCRETE SHOULDER: Changed ASPHALT JOINT SEALANT (AC-20) to ASPHALT RUBBER SEALING COMPOUND [PUB. 408, SECTION (g)] Changed STYROFOAM to P.C.P. (2 times) Deleted CONCRETE between BITUMINOUS SHOULDER 12 of 12 OPEN JOINT NOTES: Added Note 4 Renumbered previous Open Joint Notes 4-5 as 5-6 BC-712M 1 of 2 PLAN VIEW FOR THRIE-BEAM TO PA BRIDGE BARRIER: Moved CLASS A PLAIN CEMENT CONCRETE CURB + arrow Added TYPE C CONCRETE TOP UNIT, WHEN REQUIRED. SEE RC-45M. REFERENCE DRAWINGS: Added BC-734M ANCHOR SYSTEMS Replaced BC-713M: PA BRIDGE MISC. DETAILS with BC-713M: PA BRIDGE BARRIER Changed RC-34M: INLET ASSEMBLIES to RC-45M INLET TOPS, GRATES AND FRAMES BC-716M 1 of 2 SECTION A-A: Replaced REQUIRED PER POST with TYPE B ANCHOR BOLTS PER PLATE DETAIL: Changed dimensions REFERENCE DRAWINGS: Deleted BC-738M, STRUCTURE MOUNTED GUIDE RAIL, BARRIERS & LEVELING PAD Deleted BC-739M, BRIDGE BARRIER TO GUIDE RAIL TRANSITION NOTES: Deleted Note 1 New Note 7: Replaced SECTION with SECTION 705.8(b) 2 of 2 TYPICAL EXPANSION PANEL DETAIL: Moved Field or Shop + Arrow Adding underlining to END ELEVATION, SECTION B-B, ELEVATION and END VIEW(RAIL SEAT DETAIL), and ELEVATION and VIEW C-C (POST BASE DETAIL) BC-720M 1 NOTES: Deleted Previous Note 1 Revisions of notes and numbering Note 7: Replaced SECTION 705 with SECTION 705.8(b) Note 8: Changed RAILING to BRIDGE BARRIER SECTION C-C: Changed measurements DETAIL A: Changed measurements: 1½ " to 1¾", 2¾" to 3 1/16", 3¼" to 2 15/16", 2⅞" to 2⅝" ELEVATION: Changed SEE NOTE 9 to SEE NOTE 8 DETAIL A: Moved 2" dimensional line Removed ¾" x 1'-8" ANCHOR BOLTS Added 4'-¾" x 1'-8" LONG ANCHOR BOLTS PER POST. PROVIDE TYPE A OR TYPE B HORS PER BC-734M BC-722M 1 of 2 NOTES: Removed Notes 1 & 11 Renumbered remaining notes REFERENCE DRAWINGS: Removed BD-601M CONCRETE DECK SLAB PLAN: SECTION C-C: Corrected 2 CONDUIT callout

4 BC-722M 2 of 2 PEDESTRIAN RAILING/FENCE/HAND RAILING AT LIGHTING POLE: Added light pole Removed note REINFORCEMENT DETAILS SHOWN ON THIS STANDARD ARE FOR THE DESIGNER S USE IN THE PREPARATION OF DESIGN DWGS BC-731M 1 PLAN: Changed PARAPET to BRIDGE BARRIER PRECAST BARRIER TOE WALL: Changed PARAPET to BARRIER NOTES: New Note 1: Deleted ARE SOFT CONVERTED METRIC SIZES THAT New Notes 1-3: Deleted M after 615, 996, 706, 408 SECTION B-B: Revised Geotextile Fabric to be Class 4, Type A SECTION E-E: Revised Geotextile Fabric to be Class 4, Type A Changed c-c to C.C. BC-736M 1 of 3 GENERAL NOTES: Replaced A 615M, A 996M OR A 706M with A 615, A 996 OR A of 3 TABLES A: Replaced CLASS AAA with CLASS AAA OR AAAP for 4000 PSI concrete DEVELOPMENT LENGTH AND LAP SPLICE LENGTH: Replaced CLASS AAA with CLASS AAA OR AAAP for 4000 PSI concrete 3 of 3 TABLES B and C: Replaced CLASS AAA with CLASS AAA OR AAAP for 4000 PSI concrete BC-739M 1 of 2 NOTES: Deleted previous Notes 1, 2, 7, 10 PLAN VIEW FOR TYP. CONCRETE: Moved up 1" GALV. PIPE SLEEVES and 7/8" GALV. GOLT FOR RUBBING RAIL Added FOR W-BEAM CONNECTION Changed and added dimensions on PLAN VIEW FOR TYP. CONCRETE BRIDGE Added CLASS A PLAIN CEMENT CONCRETE CURB SECTION A-A and SECTION B-B: Revised dimensions and removed reinf. call-outs COMMENTS: Deleted Within Shown Spacing Comment REFERENCE DRAWINGS: Added TOPS, GRATES AND FRAMES after INLET ELEVATION VIEW FOR TYP. CONCRETE BRIDGE BARRIER: Moved arrow for CLASS A PLAIN CEMENT CONCRETE CURB ELEVATION VIEW FOR TYP. CONCRETE BRIDGE BARRIER (without inlet placement): Changed measurement 1'-6⅞" to 1'-6¾" PLAN VIEW FOR TYP. CONCRETE BRIDGE BARRIER: Deleted #5 Bars + arrows at the TRANSITION CURB BLOCK Changed TYPE C INLET to TYPE C CONCRETE TOP UNIT and RC-34M to RC-45M 2 of 2 SECTION G-G and SECTION H-H: Changed drawings PLAN VIEW FOR ALT. CONCRETE: Moved up 1" GALV. PIPE SLEEVES and 7/8" GALV. GOLT FOR RUBBING RAIL Added FOR W-BEAM CONNECTION Added CLASS A PLAIN CEMENT CONCRETE CURB Changed TYPE C INLET to TYPE C CONCRETE TOP UNIT ELEVATION VIEW FOR ALT. CONCRETE BRIDGE BARRIER: Moved arrow for CLASS A PLAIN CEMENT CONCRETE CURB ELEVATION VIEW FOR ALT. CONCRETE BRIDGE BARRIER: Changed 1'-6⅞" to 1'-6¾" BC-751M 6 of 6 Removed all references to the option of Plain Cement Concrete (PL.C.C.) for 6 foundation drainage pipe BC-752M 1 of 2 DETAIL X: Changed EPOXY to SILICONE SLOPED BARRIER: Added V-NOTCH (TYP.) REFERENCE DRAWINGS: Removed BC-716M: ALUMINUM PEDESTRIAN RAILING Added new Note 1 Note 2: Deleted M after 615, 996, and 706 Note 9: Changed EPOXY to SILICONE and added IN ACCORDANCE WITH SECTION (a) OF PUB. 408 BC-752M BC-753M BC-755M BC-762M BC-767M BC-775M Added Note 10 2 of 2 HAUCH REINFORCEMENT DETAILS: Changed details 1 & 2 STEEL BEAMS: Changed 1" CL. to 1" CLR. (2 times) Added Min. between 1'-0" and Lap AASHTO TYPE P/S CONC. I-BEAM: Added STANDARD P/S BEAM REINF. P/S CONC. PA I-BEAM: Replaced CL. with CLR. 1 of 2 PLAN: Move details to align butt joint in PLAN with ELEVATION FLANGE SPLICE DETAILS NOTES: NOTE 8: Deleted and replaced with NOTE 19 TYPICAL GIRDER DETAIL: Changed SEE NOTE 19 to SEE NOTE 8 (2 times) DRIP BAR DETAIL: Changed PUB. 408M Sec to PUB. 408 Sec (b) and changed SEE NOTE 19 to SEE NOTE 8 REFERENCE DRAWINGS: BC-754: Changed STANDARD STEEL DIAPHRAGMS to STEEL DIAPHRAGMS FOR STEEL BEAM/GIRDER STRUCTURES Revised notes and details NOTES: Added NOTE 20 which requires staggered stud spacings to minimize bridge deck cracking. 2 of 2 MAIN MEMBER FIELD SPLICE: Added dimensions > 4'-0" at top and < 4'-0" at bottom Added ELEVATION with options for HANDRAIL DETAILS 1 of 4 LAMINATED ELASTOMERIC PAD WITH HOLE: Replaced 6" dimension with 8" dimension LAMINATED ELASTOMERIC PAD: Replaced 6" dimension with 8" dimension Replaced NOTE 5 to be GENERAL NOTE 4 PLAN VIEW: Replaced SECTION to be SECTION (q). ELEVATION-EXPANSION BEARING: Replaced CL. to be CLR. LAMINATED ELASTOMERIC PAD: Revised LESSER THICKNESS note NOTES: New General Note 9: Changed entire Note to PREPARE BEARING...NEOPRENE SPONGE NOTES: Revised notes and details 2 of 4 SOLE PLATE DETAIL: Revised and added dimensions SECTION A-A: Revised 3/8" BEVELDED PLATE WASHER SECTION C-C: Moved arrow closer to drawing SECTION B-B and SECTION D-D: Added PT 1" MIN. + arrows (2 times) Changed 1½" GALVANIZED SOLE PLATE AT BEARING to GALVANIZED SOLE PLATE (2 times) 3 of 4 FIXED BEARINGS IF, FIXED BEARINGS IIF, EXPANSION BEARING IE, and EXPANSION BEARINGS IIE: Changed SEE NOTE 5 to SEE GENERAL NOTE 4 (3 times) Changed CL. to CLR. (2 times) 4 of 4 EXPANSION BEARINGS IIES, EXPANSION BEARINGS IIEL, and EXPANSION BEARINGS IIET: Changed SEE NOTE 5 to SEE GENERAL NOTE 4 (3 times) 1 of 7 NOTE 17: Replaced CLASS AAA with CLASS AAAP concrete Revised notes and details 1 of 6 NOTE 19: Replaced CLASS AAA with CLASS AAAP concrete 1 of 3 GROUTED RECESS FOR STRANDS AT BEAM ENDS: Changed WITH POLYMER CEMENT GROUT OR ZINC RICH PRIMER to WITH EPOXY RESIN IN ACCORDANCE WITH SECTION (b) OF PUB. 408 NOTES: NOTE 2: Changed POLYMER CEMENT GROUT OR ZINC RICH PRIMER to EPOXY RESIN Added new note 3 GENERAL NOTES: Added general notes 3 & 4 GENERAL NOTES: Removed ALL DIMENSIONS ARE GIVEN IN MILLIMETERS UNLESS OTHERWISE NOTED NOTES: Revised and added notes Added painting of grouted recess for cut strands at P/S concrete beam ends ACCEPTABLE DRIP NOTCH DETAILS: Changed OPTION C dimensions to be 1" DOWEL DETAIL: Replaced Styrofoam to be Preformed Cellular Polystyrene Changed GENERAL NOTE 3 to GENERAL NOTE 2

5 Added painting of grouted recess for cut strands at P/S concrete beam ends. BC-775M 2 of 3 TYPICAL BEAM ELEVATION: Removed 8 ½" (NO APPROACH SLAB) Removed ½" OR 7" MIN. (NO APPROACH SLAB) ADJACENT BOX BEAM NOTES: NOTE 4: Added SEE SECTION (d) OF Revised NOTE 8 SHEAR KEY DETAIL: Removed WATERPROOF MEMBRANE and TROWEL TOP OF BEAM dimension Added additional REBAR TYPICAL BEAM PLAN: Replaced LONG AND LESS REQUIRE with LONG OR LESS REQUIRE ONLY ONE TYPICAL BEAM ELEVATION: Revised BEAM DEPTH 3 of 3 SECTION A-A: Revised dimensions for TENDONS (TYP.) Change TENDON to TENDON STAGE 1 NOTES: Added NOTES 3 and 4 for the CONTRACTOR BC-781M 1 PRECAST BARRIER TOE WALL: Changed PARAPET to BARRIER NOTES: Removed ALL DIMENSIONS ARE GIVEN IN MILLIMETERS UNLESS OTHERWISE NOTED NOTE 3: Revised notes Revised Geotextile to be Class 4, Type A Changed PARAPET to BARRIER SECTION B-B and SECTION C-C: Added dimensions for CLR. SECTION A-A: Added an indication mark to bench dimensions BC-782M 1 ALTERNATE SECTION B-B: Added 3" CLR. (TYP.) dimensions NOTES: Removed ALL DIMENSIONS ARE GIVEN IN MILLIMETERS UNLESS OTHERWISE NOTED Revised GEOTEXILE to be CLASS 4, TYPE A PLAN: Changed PARAPET to BARRIER SECTION A-A: Added slope and an indication mark to the drawing GABION SIZES: Reorganized location of table BC-783M 1 of 4 GENERAL NOTES: Deleted previous General Note 1 Renumbered previous General Notes 2-11 as 1-10 Removed space between GENERAL NOTES and new NOTE 1 GENERAL NOTE 6: Changed (c)5 to (e)1 DETAILS FOR LATEX MODIFIED CONCRETE OVERLAY: Moved symbol next to SCARIFICATION 2 of 4 SECTION A-A BLISTER DETAILS: Removed left SAWCUT + arrow Modified bottom SAWCUT arrows SECTION A-A NEW REINFORCEMENT: Modified SAWCUT arrows Reorganized drawings, titles, and details 3 of 4 Added new sheet for STANDARD REINFORCED CONCRETE REPAIR 4 of 4 Added new sheet for PRESSTRESS CONCRETE BEAM REPAIR DETAILS BC-788M 11 shts Reorganized details to incorporate changes included in SOL for stem to footing interface. 1 of 11 SECTION A-A: Changed Styrofoam to P.C.P. U-WING ABUTMENT PLAN: Revised details SECTION C-C: Revised details NOTES 9 & 10: Revised Added NOTE 11 NOTE 3: Changed TYPE1 to TYPE 1 Changed C-578 to C578 Changed (k) to (m) NOTES: Removed NOTE 1 NOTE 3: Replaced STYROFOAM with PERFORMED CELLULAR POLYSTYRENE (P.C.P.) NOTE 8: Replaced STYROFOAM with P.C.P. BC-788M 1 of 11 SECTION A-A: Changed SEE GENERAL NOTE 9 to SEE GENERAL NOTE 8 Replaced STYROFOAM with P.C.P SECTION B-B: Replaced STYROFOAM with P.C.P Changed SEE NOTE 6 to SEE NOTE 5. U-WING ABUTMENT PLAN: Replaced STYROFOAM with PERFORMED CELLULAR POLYSTYRENE (P.C.P) SECTION C-C: 2 of 11 SECTIONS F-F, H-H & J-J: Revised details SECTION H-H: Changed SEE GENERAL NOTE 9 to SEE GENERAL NOTE 8 3 of 11 SECTION L-L & N-N: Revised details SECTION O-O and SECTION M-M: Changed SEE GENERAL NOTE 9 to SEE GENERAL NOTE 8 4 of 11 SECTION T-T: Revised details SECTION U-U: Changed SEE GENERAL NOTE 9 to SEE GENERAL NOTE 8 SECTION T-T: Replaced BC798M with BC-798M 5 of 11 SECTION V-V & W-W: Revised details SECTION-ABUTMENT WITH BACKWALL: Changed SEE NOTE 9 to SEE NOTE 8 6 of 11 GENERAL SCHEMATIC ABUTMENT PLAN WITH BACKWALL FLARED AND U-WINGS: Change PARAPET to BARRIER Changed PARAPET to BARRIER 7 of 11 PRESTRESSED I-BEAM SECTION AT PIER: Revised details to match sheet 1 BOX BEAM SECTION AT PIER: Revised details to match sheet 1 Added PIER WATERPROOFING DETAILS (SECTION P-P) BOX BEAM SECTION AT PIER: Replaced STYROFOAM with P.C.P TYPICAL PIER AND ABUTMENT: Added additional information to TOP OF EXISTING PIER Changed SECTION O-O to SECTION K-K Revised SLOPED TO DRAIN dimensions 8 of 11 TYPICAL STRUCTURE SECTIONS-MEDIAN: Added 1 1/2" detail to both sections BITUMINOUS APPRAOCH AT STRUCTURE: Replaced SEALER with JOINT SEALING MATERIAL Added ABUTMENT, WINGWALL OR RETAINING WALL WATERPROOFING DETAIL SECTION NOTES: Revised NOTE 1 NOTE 2: Replaced BE-655M with CONTRACT PLANS SECTION G-G: Revised SLOPED dimensions Changed SEE GENERAL NOTE 9 to SEE GENERAL NOTE 8 SECTION R-R: Added (ADJACENT BOX BEAMS) to title 9 of 11 NOTES: Added NOTE 3 10 of 11 SECTION Q-Q: Revised details TYP. PRECAST BOX: Added SEE NOTE 1 THIS SHEET

6 Changed SECTION A-A to SECTION Q-Q JOINT DETAIL: Added IN ACCORDANCE WITH PUB. 408, SECTION NOTES: NOTE 1: Revised waterproofing statement BC-788M 11 of 11 SECTION AT ABUTMENT: Added a detail and revised details PANEL ANCHOR DETAIL: Added a detail and revised details Changed MEMBRANE WATERPROOFING to WATERPROOFING MEMBRANE SECTION AT ABUTMENT: Changed DECK to SLAB PANEL ANCHOR DETAIL: Replaced STYROFOAM with PERFORMED CELLULAR POLYSTYRENE BC-795M 0 Deleted since info is being incorporated into other Pub. BC-798M 1 of 3 INSTRUCTIONS: Removed NOTE 1 NOTE 6: DUCTS. REFER TO PUB. 408 SEC FOR TIME LIMITATIONS ASSOCIATED WITH GROUTING INLET END: Added GROUT CAP, SEE NOTES 6 AND 12 Missing REFERENCE DRAWINGS title block NOTE 13: Added to form a seal and cap. 2 of 3 NOTES: Removed NOTE 1 3 of 3 Added new sheet for DETAILS OF CURB REINFORCEMENT IN TOP OF PRECAST CONCRETE SEGMENTS OF BOX CULVERT BC-799M 1 of 13 GENERAL NOTES: Revised NOTE 1 NOTE 2: Change in SECTION #(11.10) NOTE 17: Highlighting not needed over FOR NOTE 27: Changed to NOTE 26 and revised Added NOTE 28 Revised GEOTEXILE FABRIC to be CLASS 4, TYPE A TYPICAL FILL SECTION: Revised 1/2 C.Y. NO. 57 (a) Added 4 (SEE NOTE 15) TYPICAL CUT SECTION: Revised GEOTEXTILE FABRIC Add Highlighting to CLASS 4 Highlighting not needed over TYPE A (a) Added (1 THRU 6), Changes made to (SEE NOTES 15 AND 27) 2 of 13 ABUTMENT SEAL DETAIL: Changed STEEL ASTM A709, GR.36 TYPICAL SECTION AT STUB...WITH BACKWALL: Added PAVING NOTCH DEPTH, SEE CONTRCT DRAWINGS Changed STYROFOAM to P.C.P Revised CL. to CLR. LEGEND: Added P.C.P = PREFORMED CELLULAR POLYSTYRENE 3 of 13 SECTION D-D PRECAST COPING DETAIL: Changed STYROFOAM (TO REMAIN IN PLACE) to P.C.P (TO REMAIN IN PLACE) NOTE: NOTE 1: Revised to be FOR LEGENT OF NOTES, ABBREVIATIONS AND SYMBOLS, SEE SHEET 2. CRASH WALL TYPICAL SECTION: Added SILICON JOINT SEALING MATERIAL [PUB.408, SECTION (A) CRASH WALL REQUIREMENTS: Revised the length from 25' to 50' SECTION B-B: Changed CLASS 2 to CLASS 4 C.I.P CONCRETE COPING DETAIL: Changed CL. to CLR. 4 of 13 NOTE: Added NOTE 1: Included NOTES, ABBREVIATIONS AND TYPICAL C.I.P BARRIER WITH CEMENT CONCRETE SHOULDER: Changed Styrofoam to P.C.P TYPICAL C.I.P BARRIER WITH BITUMINOUS: CONCRETE to be added to highlighted area between BITUMINOUS and SHOULDER Changed Asphalt Joint to Asphalt Rubber Sealing Compound 5 of 13 TRAFFIC BARRIER AND MOMENT SLAB NOTES: NOTE 3: Changed PARAPET to BARRIER NOTE 7: Revised to be USE SILICONE JOINT SEALING MATERIAL AS PER PUB. 408, SECTION (a). BC-799M 5 of 13 NOTE: Added new NOTE 1: Included NOTES, ABBREVIATIONS in highlighted area PRECAST BARRIER WITH CEMENT CONCRETE SHOULDER: Changed STYROFOAM to be P.C.P Revised CONC. to be CONCRETE REINFORCEMENT FOR BARRIER WITH BITUMINOUS: CONCRETE to be added to highlighted area PRECAST BARRIER WITH BITUMINOUS: CONCRETE to be added between BITUMINOUS and SHOULDER Changed STYROFOAM to P.C.P Changed ASPHALT JOINT to ASPHALT RUBBER SEALING COMPOUND 6 of 13 TYPE 1 AND 2 OPEN JOINT IN PRECAST BARRIER: Changed SEALANT to SEALER BARRIER MOMENT SLAB NOTES: Revised SEALANT to JOINT SEALING MATERIAL 7 of 13 SIDEWALK BARRIER SECTION: Changed STYROFOAM to P.C.P Revised 1" C.C.N.S. to be 1" C.C.N.S. CONTINUOUS NOTE: Added NOTE 1: Included NOTES, ABBREVIATIONS AND 8 of 13 TYPICAL SECTION: Added SEE NOTE 8. DRAINAGE PIPE NOTES: Revised NOTE 1 Added NOTE 6 and NOTE 8 NOTES: Added NOTE 1: Included NOTES, ABBREVIATIONS AND 9 of 13 Changed STYROFOAM to P.C.P. (6 times) NOTE: Added a NOTE 1: Included ABBREVIATIONS AND SECTION L-L: Added CONCRETE to BARRIER WITH BITUMINOUS SHOULDER DETAIL D: Revised PG IN ACCORDANCE WITH PUB 408, 10 of 13 ELEVATIONS-FRONT FACE: Moved the FINISHED GRADE DETAIL E: Revised Geotextile Fabric to be Class 4 NOTES: NOTE 1: Replaced 615/A 615M with 615 NOTE 4: Replaced ONE TON with 2 TON NOTE 5: Revised NOTE 9: Added NOTES AND GEOTEXTILE FABRIC PLACEMENT-REAR FACE: Revised GEOTEXTILE FABRIC to be CLASS 4 TIE STRIP LOCATION: Changed CL. to be CLR. SECTION P-P, SECTION N-N and SECTION Q-Q: Revised GEOTEXTILE FABRIC to be CLASS 4 11 of 13 LEVELING PAD STEP DETAIL: Revised GEOTEXTILE FABRIC to be CLASS 4, TYPE A NOTES: NOTE 4: Added NOTES AND TIE STRIP LOCATION: Replaced CL. with CLR. GEOTEXTILE FABRIC PLACEMENT DETAIL-REAR FACE: Revised GEOTEXTILE FABRIC to be CLASS 4, TYPE A Changed SEE NOTE 4 to SEE NOTE 3 12 of 13 NOTES: NOTE 2: Changed ONE TON with 2 TON NOTE 5: Added A615/A615M to A615 NOTE 9: Revised NOTE 12: Added NOTES AND TYPICAL PANEL LAYOUT-FRONT FACE and REAR FACE: Revised GEOTEXTILE FABRIC to be CLASS 4, TYPE A SECTION U-U and SECTION S-S: Revised GEOTEXTILE FABRIC to be CLASS 4, TYPE A 13 of 13 METHOD FOR ESTABLISHING: NOTE 4: Revised SECTION B-B and SECTION C-C: Revised MAXIMUM GAP spacing