COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

Transcription

1 GENERAL NOTES. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTERWISE NOTED. U.S. CUSTOMARY UNITS IN ( ) PARENTESIS.. ALL "DESIGN" INDICATED ARE SOT CONVERTED ROM.. DESIGN SPECIICATIONS: PENNDOT DESIGN MANUAL, PART 4, STRUCTURES. 989 AASTO "GUIDE SPECIICATIONS OR STRUCTURAL DESIGN O SOUND S", INCLUDING TE 99 AND 00 INTERIMS. 99 AASTO " SPECIICATIONS OR IGWAY BRIDGES", 5T EDITION, INCLUDING TE 99 AND 994 INTERIMS. 00 AASTO " SPECIICATIONS OR STRUCTURAL SUPPORTS OR IGWAY SIGNS, LUMINARIES AND TRAIC SIGNALS", 4T EDITION, INCLUDING TE ( -6") 070 ( -6") 070 ( -6") 5 (6") AND 00 INTERIMS. DESIGN IS IN ACCORDANCE WIT TE WORKING STRESS DESIGN METOD. (NO INCREASE IN ALLOWABLE UNIT STRESSES ARE PERMITTED EXCEPT OR GROUP III LOADINGS WIC PERMITS A % OVERSTRESS.) 4. CONSTRUCTION SPECIICATIONS AND WORKMANSIP: PROVIDE MATERIALS AND PERORM WORK IN ACCORDANCE WIT TE CURRENT VERSION O TE PENNSYLVANIA PUBLICATION 408, AASTO/AWS/D.5M/D BRIDGE WELDING CODE AND TE CONTRACT SPECIAL PROVISIONS. (USE AWS/D./D.M 00 OR WELDING NOT COVERED IN AASTO/AWS/D.5M/D.5 00) 5. DESIGN LOADS: WIND LOAD: TE WIND LOAD INCLUDES A GUST ACTOR O. AND A DRAG ACTOR O. AND IS BASED ON A MAXIMUM 50-YEAR MEAN WIND VELOCITY AT 9 mm (0-0") ABOVE TE GROUND SURACE O 0 km/hr (80 mph). STRUCTURE MOUNTED SOUND S ARE DESIGNED OR A WIND PRESSURE O.77 kpa (7 ). ICE LOAD: 0.4 kpa ( ) APPLIED TO ONE SIDE O AND. BRIDGE RETAINING MOMENT SLAB SOUND MOUNTED SOUND MOUNTED ON ON RETAINING STRUCTURE MOUNTED SOUND S SEISMIC LOAD: SEISMIC ACCELERATION COEICIENT "A" EQUAL TO S MUST EQUAL OR EXCEED TE ACOUSTICAL PROILE. 7. S: S MOUNTED ON BRIDGES: 60 mm ( -0") MINIMUM TO mm (0-0") MAXIMUM PROVIDE A MAXIMUM O 4 mm (8-0") WEN IS GREATER TAN 74 mm (9-0") AND LESS TAN OR EQUAL TO mm (0-0") STACKED S ARE NOT PERMITTED. S MOUNTED ON RETAINING S AND MOMENT SLABS: 60 mm ( -0") MINIMUM TO 74 mm (9-0") MAXIMUM PROVIDE STACKED S WEN TE EXCEEDS 74 mm (9-0") 8. JOINTS: PROVIDE ULL S ON S MOUNTED ON BRIDGES. MINIMIZE TE NUMBER O JOINTS. PROVIDE UNIORM STE. I STE ARE REQUIRED, TE ELEVATION DIERENCE BETWEEN ADJACENT S IS NOT PERMITTED TO BE LESS TAN 50 mm (6") OR GREATER TAN 60 mm ( -0") AND MAY NOT OCCUR MORE REQUENTLY TAN ONCE EVERY 550 mm (50-0") O LENGT. INDEX O SEETS ST.NO. SEET TITLE GENERAL NOTES - GENERAL NOTES - GEOMETRY AND LAYOUT 4 MISCELLANEOUS DETAILS 5 DETAILS - 6 DETAILS - MOUNTED ON BRIDGES 7 DESIGN TABLES AND DETAILS MOUNTED ON S AND MOMENT SLABS 8 DESIGN TABLES AND DETAILS 9. S ARE NOT PERMITTED OR STRUCTURE MOUNTED SOUND S, PROVIDE S. 0. CABLES ARE REQUIRED IN ALL STRUCTURE MOUNTED S UNLESS BOT SIDES O TE ARE LOCATED BEYOND TE ORIZONTAL CLEAR ZONE OR I TE BOTTOM O S ARE A MINIMUM O 500 mm (5-0") ABOVE TE EDGE O PAVEMENT. CABLES ARE ALWAYS REQUIRED IN TE BRIDGE MOUNTED S. 9 0 MOUNTED DESIGN TABLES AND DETAILS STRUCTURE MOUNTED TO GROUND MOUNTED DETAILS EXPANSION DETAILS.ALL REINORCEMENT BARS AND WELDED WIRE ABRIC SOWN ARE SOT CONVERTED METRIC SIZE..PROVIDE EPOXY COATED OR GALVANIZED REINORCEMENT BARS IN TE S WERE BD-60M DECK SLAB TE IS WITIN 400 mm (4-0") O TE EDGE O TRAIC LANE. EPOXY COATED BD-68M VERTICAL BRIDGE OR GALVANIZED REINORCEMENT MAY BE REQUIRED I UTURE WIDENING IS ANTICIPATED. BD-6M R. C. ABUTMENTS WIT BACK.ALL DIMENSIONS SOWN ARE ORIZONTAL, EXCEPT AS NOTED. BD-M R. C. ABUTMENTS WITOUT BACK 4.DIMENSIONS SOWN ARE OR A NORMAL TEMPERATURE O 0 DEGREES C (68 DEGREES ). 5.REINORCEMENT IN SOME SECTIONS IS NOT SOWN OR CLARITY. BD-677M GROUND MOUNTED SOUND S - S 6.OR ADDITIONAL INORMATION REER TO. BD-678M GROUND MOUNTED SOUND S - S BC-4M ANCOR SYSTEMS MATERIAL NOTES. REER TO OR MATERIAL NOTES. BC-5M BC-6M BC-75M CONSTRUCTION & EXPANSION JOINT DETAILS REINORCEMENT BAR ABRICATION DETAILS DECK SLAB DETAILS BC-76M TOOT EXPANSION DAM DESIGN TABLE NOTES. DESIGN TABLES SOWN OR TE S AND S ARE DEVELOPED OR A WIND PRESSURE O.77 kpa (7 ).. TE INORMATION SOWN IN TE TABLES MUST BE USED OR ALL ZONES. BC-766M BC-767M BC-776M PREORMED NEOPRENE COMPRESSION SEAL JOINT NEOPRENE STRIP SEAL DAM GROUND MOUNTED SOUND S - S. TE DESIGN (CENTER-TO-CENTER S) IS TO BE TE ACTUAL ROUNDED UP TO TE NEXT IGEST INCREMENT O SOWN ON TE DESIGN TABLES. BC-777M GROUND MOUNTED SOUND S - S 4. TE DESIGN IS TO BE TE ACTUAL ROUNDED UP TO TE NEXT IGEST INCREMENT O SOWN ON TE DESIGN TABLES. BC-778M GROUND MOUNTED SOUND S - S 5. TE DESIGN IS TO BE TE ACTUAL ROUNDED UP TO TE NEXT IGEST INCREMENT O SOWN ON TE DESIGN TABLES. BC-799M MECANICALLY STABILIZED EART RETAINING S GENERAL NOTES - RC-0M PAVEMENT JOINTS RC-4M PAVEMENT RELIE JOINTS RC-5M SOULDERS SEPT. 0, 00 SEPT. 0, 00 SEET O REERENCE DRAWINGS DIRECTOR,

2 NOTES TO DESIGNER DESIGN PARAMETERS. PREPARE CONTRACT DRAWINGS IN ACCORDANCE WIT TE DESIGN MANUAL, PART 4 AND TESE S.. TE OLLOWING NOTE MUST BE PLACED ON TE PLANS OR SIGNATURE BY TE DISTRICT ENVIRONMENTAL MANAGER INDICATING TAT TE PLANS AVE BEEN REVIEWED AND ACCEPTED: TE DISTRICT ENVIRONMENTAL MANAGER AS REVIEWED AND ACCEPTED TE ACOUSTIC REQUIREMENTS O TE PROPOSED. DISTRICT ENVIRONMENTAL MANAGER. SPECIY I TE REINORCEMENT BARS ARE UNCOATED, EPOXY COATED, OR GALVANIZED. 4. SPECIY I TE WELDED WIRE ABRIC IS UNCOATED, EPOXY COATED, OR GALVANIZED. 5. PROVIDE A CONSTANT OR TE ENTIRE LENGT O. TE CONSTANT MAY BE INTERRUPTED TO MISS EXPANSION JOINTS, CONSTRUCTION JOINTS, AND/OR ANY OTER PYSICAL EATURES. VARIATIONS MUST BE ACCEPTED BY TE DISTRICT BRIDGE ENGINEER. 6. INDICATE I CABLES ARE REQUIRED IN TE S. (SEE GENERAL NOTE 0) REER TO OR DETAILS. 7. INDICATE I LOW-DENSITY (LIGT WEIGT) IS REQUIRED IN TE S. 8. INDICATE I TE TOP O S ARE STEPPED OR SLOPED. SLOPED S ARE TE PREERRED OPTION OR MOST ARCITECTURAL SURACE TREATMENTS. 9. TE OLLOWING INORMATION MUST BE SOWN ON TE CONTRACT DRAWINGS I APPLICABLE: OVERALL LENGT ORIZONTAL GEOMETRY VERTICAL GEOMETRY ACOUSTIC PROILE ELEVATIONS EXISTING GROUND LINE ELEVATIONS INISED GROUND ELEVATIONS TOP O / ELEVATIONS S GENERAL NOTES DETAILS REINORCEMENT BAR SCEDULE OR ALL CAST-IN-PLACE ANY OTER INORMATION REQUIRED TO CONSTRUCT TE SOUND 0. PROVIDE IRE YDRANT OPENINGS OR OTER IGWAY ACCESS AS REQUIRED IN TE PRECAST S. PROVIDE REINORCEMENT AROUND OPENINGS IN ACCORDANCE WIT DETAILS SOWN ON BC-776M TO PRECLUDE CRACKING.. INDICATE I TE ARCITECTURAL SURACE TREATMENT TOLERANCES AS PROVIDED IN PUBLICATION 408, SECTION 086. ARE APPLICABLE.. TE OLLOWING INORMATION MUST BE SPECIIED ON TE CONTRACT DRAWINGS OR INDICATED IN TE CONTRACT SPECIAL PROVISIONS: ARCITECTURAL SURACE TREATMENTS ON TE RESIDENTIAL AND ROADWAY SIDES O TE SOUND S. INDICATE TE MINIMUM, MAXIMUM, AND AVERAGE DEPTS. COLOR O TE INTEGRAL PIGMENTATION OR SOUND S. COLOR O JOINT SEALANT AND/OR CAULKING COMPOUND, NON-SRINK GROUT, AND ANTIGRAITI COATING. LIMITS O ANTIGRAITI COATING. PAINT COLOR O COMPONENTS.. PROVIDE EDERAL COLOR NUMBERS IN ACCORDANCE WIT EDERAL NUMBER 595A OR 595B. 4. PREPARE DESIGN CALCULATIONS CONSIDERING TE ADDITIONAL LOADS ON TE BEAMS/GIRDERS DUE TO TE BRIDGE MOUNTED SOUND. 5. PREPARE DESIGN CALCULATIONS CONSIDERING TE ADDITIONAL LOADS ON TE MOMENT SLAB DUE TO TE MOMENT SLAB MOUNTED SOUND. 6. PREPARE DESIGN CALCULATIONS CONSIDERING TE ADDITIONAL LOADS ON TE RETAINING DUE TO TE RETAINING MOUNTED SOUND. 7. PROVIDE COMPLETE DETAILS AND DESIGN WERE AN EXPANSION IS REQUIRED. 8. PROVIDE COMPLETE DETAILS WERE A GROUND MOUNTED SOUND IS CONNECTED TO A STRUCTURE MOUNTED SOUND. 9. DESIGN COMPUTATIONS AND DETAILS ARE REQUIRED OR ANY PORTION O TE STRUCTURE OR WIC TE INORMATION IS NOT TAKEN DIRECTLY ROM TIS.. S: S ARE DESIGNED OR NORMAL DENSITY (WEIGT) AND LOW-DENSITY (LIGT WEIGT) AS INDICATED IN TE REINORCEMENT TABLES. USE LOW-DENSITY (LIGT WEIGT) S OR SOUND S MOUNTED ON BRIDGES WEN REQUIRED IN ACCORDANCE WIT BD-60M, SEET, NOTE 8. DESIGNER TO INDICATE I LOW-DENSITY (LIGT WEIGT) IS REQUIRED ON TE CONTRACT DRAWINGS. S ARE DESIGNED OR A WIND PRESSURE EQUAL TO.77 kpa (7 ). S ARE DESIGNED USING A 7 mm (5 INC) STRUCTURAL TICKNESS. S ARE DESIGNED OR TE ADDITIONAL WEIGT O mm (INC) TO ACCOUNT OR ARCITECTURAL SURACE TREATMENTS. TE AVERAGE ARCITECTURAL SURACE TREATMENT TICKNESS, PER SIDE O, IS PERMITTED TO VARY ROM 0 TO mm (INC) BUT TE TOTAL AVERAGE ARCITECTURAL SURACE TREATMENT TICKNESS, ON BOT SIDES O TE, MUST NOT BE GREATER TAN mm (INC). DESIGN CALCULATIONS ARE REQUIRED OR S WIC AVE A TOTAL AVERAGE ARCITECTURAL SURACE TREATMENT GREATER TAN mm (INC). S ARE DESIGNED AS SIMPLY SUPPORTED BEAMS SPANNING BETWEEN S. S ARE DESIGNED USING A mm ( -0") STRIP WIDT. S ARE DESIGNED OR TE OLLOWING IN ACCORDANCE WIT TE PCI DESIGN ANDBOOK, 5T EDITION, 999. S ARE DESIGNED OR STRIPPING ORCES CAUSED BY ORM SUCTION AND IMPACT WEN TE S ARE STRIPPED ROM TE ORMS IN ACCORDANCE WIT SECTION 5.. AND TABLE 5.. USING AN EQUIVALENT STATIC LOAD MULTIPLIER EQUAL TO.50. PROVIDE A MINIMUM STRENGT, AT TIME O STRIPPING, EQUAL TO 7.6 MPa (4,000 I). TICKNESS AND REINORCING, OR S LESS TAN OR EQUAL TO 74 mm (9-0"), IS DESIGNED OR STRIPPING AND LITING AT TOP O USING A TWO-POINT PICKUP OR OUR-POINT PICKUP IN ACCORDANCE WIT IGURE TICKNESS AND REINORCING, OR S GREATER TAN 74 mm (9-0") AND LESS TAN OR EQUAL TO mm (0-0"), IS DESIGNED OR STRIPPING AND LITING AT TOP OR SIDE O USING A TWO-POINT OR OUR-POINT PICKUP IN ACCORDANCE WIT IGURE S ARE DESIGNED OR TRANSPORTATION IN ACCORDANCE WIT SECTION 5.. AND TABLE 5.. USING AN EQUIVALENT STATIC LOAD MULTIPLIER EQUAL TO.50. TE LEXURAL TENSILE STRESSES IN TE ARE CALCULATED USING TE UNCRACKED GROSS SECTION BASED ON TE STRUCTURAL TICKNESS. TE STRESSES ARE COMPARED AGAINST TE MODULUS O RUPTURE REDUCED BY A SAETY ACTOR O.50 IN ACCORDANCE WIT SECTION S ARE NOT DESIGNED OR TRAIC IMPACT LOADING.. SOUND S: S ARE DESIGNED AS VERTICAL CANTILEVER BEAMS. S ARE DESIGNED OR A WIND PRESSURE EQUAL TO.77 kpa (7 ). MAXIMUM PERMITTED DELECTION EQUALS () IN MILLIMETERS (INCES) DIVIDED BY 60. S AND CONNECTIONS ARE NOT DESIGNED OR TRAIC IMPACT LOADING.. ANCOR BOLTS: ANCOR BOLTS ARE DESIGNED IN ACCORDANCE WIT SECTION 5.7 O TE 00 AASTO " SPECIICATIONS OR STRUCTURAL SUPPORTS OR IGWAY SIGNS, LUMINARIES AND TRAIC SIGNALS", 4T EDITION, INCLUDING TE 00 AND 00 INTERIMS. MINIMUM ANCOR BOLT EMBEDMENT LENGT IS CALCULATED BASED ON TE DEVELOPMENT LENGT O A OOKED BAR IN TENSION (WITOUT ANY MODIICATION ACTORS). REER TO SECTION 8.9 IN TE 99 AASTO " SPECIICATIONS OR IGWAY BRIDGES", 5T EDITION INCLUDING TE 99 AND 994 INTERIMS. TE ANCOR BOLT EMBEDMENT LENGT MUST EXTEND TO A DEPT WERE TE / REINORCEMENT IS ULLY DEVELOPED. DESIGNER MUST INCREASE EMBEDMENT LENGT AS REQUIRED. 4. S: S ARE DESIGNED OR BENDING DUE TO APPLIED BOLTS ORCES, COMPRESSION AND TENSION. S ARE NOT DESIGNED TO SUPPORT TE VERTICAL LOAD O TE PRECAST S EVEN TOUG TE RESTS ON TE. TE REASON OR TIS IS TAT TE IS CONTINUOUSLY SUPPORTED ON TOP O TE OR RETAINING, TUS TE IS NOT INDUCED TO ANY ADDITIONAL LOADING. TICKNESS IS DETERMINED USING TE ALLOWABLE BENDING STRESS IN ACCORDANCE WIT SECTION 5.8 O TE 00 AASTO " SPECIICATIONS OR STRUCTURAL SUPPORTS OR IGWAY SIGNS, LUMINARIES AND TRAIC SIGNALS", 4T EDITION, INCLUDING TE 00 AND 00 INTERIMS. IS SUPPORTED ON TE ING NUTS. TE NON-SRINK GROUT IS NOT CONSIDERED AS A LOAD-CARRYING ELEMENT. EDGE DISTANCE O ANCOR BOLTS: TE CLEAR DISTANCE BETWEEN TE EDGE O OLES AND EDGES O TE SALL NOT BE LESS TAN TE DIAMETER O TE ANCOR BOLT WEN OVER SIZE OR SLOTTED OLES ARE SPECIIED. 0. SPECIY I A SOUND ABSORPTIVE ACING IS REQUIRED ON TE ACE O TE PRECAST S. SOUND ABSORPTIVE S MUST BE APPROVED, PRIOR TO BIDDING, BY TE DEPARTMENT USING TE NEW PRODUCT EVALUATION PROCESS. DESIGNER MUST PREPARE DESIGN CALCULATIONS OR TE SUPPORTING COMPONENTS DUE TO TE INCREASED WEIGT.. I NEEDED DETAILS ARE NOT OUND IN TE SOUND S A SPECIAL SUBMISSION REQUESTING APPROVAL OR SPECIIC DETAILS MUST BE MADE TO TE. ARCITECTURAL SURACE TREATMENTS. TE OLLOWING ARCITECTURAL SURACE TREATMENTS ARE PERMITTED ON TE ACE O TE S AND ARE TO BE INDICATED ON TE CONTRACT DRAWINGS AND/OR IN TE CONTRACT SPECIAL PROVISIONS I REQUIRED: NON-ORM LINER INISES: SMOOT INIS BROOMED INIS UZZY OR RAKED INIS (PERMITTED ON ONE SIDE ONLY) EXPOSED AGGREGATE ORM LINER INISES: ASLAR STONE CUT STONE RACTURE IN GRAPE STAKE SIP LAP ANY OTER TREATMENT PERMITTED BY TE DEPARTMENT. TE AVERAGE ARCITECTURAL SURACE TREATMENT, PER SIDE O, IS PERMITTED TO VARY ROM 0 TO mm (INC), BUT TE TOTAL AVERAGE ARCITECTURAL SURACE TREATMENT, ON BOT SIDES O TE, MUST NOT BE GREATER TAN mm (INC) UNLESS OTERWISE INDICATED ON TE CONTRACT DRAWINGS. GENERAL NOTES -. AVOID USING ORM LINER INISES ON BOT SIDES O TE S. A ORM LINER INIS, ON ONE SIDE O TE, ALONG WIT A STAMPED INIS, ON TE OTER SIDE O TE, IS PERMITTED. SEPT. 0, 00 SEPT. 0, 00 SEET O DIRECTOR,

3 CL = : ( -0") MAX. CL TOP O TO MATC OR EXCEED TRULY VERTICAL (SEE NOTE ) TRULY VERTICAL ACOUSTICAL PROILE. PROVIDE OR SLOPED S AS REQUIRED. (PREERED 50 (6") END O OPTION IS TO SET TOP O PARALLEL TOP O TO TOP O /.) ACOUSTICAL PROILE (TOP O ) (SEE GENERAL NOTE 6 ON SEET ) () 0 (0") 5 (") MAX. 75 (") MAX. EDGE O = LIMITS O ARCITECTURAL SURACE TREATMENT (ON S)(WEN SPECIIED) SLOPE JOINT (I REQUIRED) PARALLEL TO TOP O / (SEE GENERAL NOTE 8 ON SEET ) SLOPE BOTTOM O PARALLEL TO TOP O / CABLE CONNECTION, SEE DETAILS ON SEET 9 O (I REQUIRED) CL JOINT (I REQUIRED AND PERMITTED), SEE DETAIL B ON SEET 6 O TOP O / (/") 8% MAX. SLOPE SEE DETAIL G ON SEET 8 O CONSTR. JT., CL ANCOR BOLT 50 (6") EXP. JT., OR V-GROOVE CLOSED CELL NEOPRENE SPONGE AND CAULKING COMPOUND ANCOR PLATE ASSEMBLY BETWEEN BOTTOM O SOUND AND TOP O /, SPONGE TICKNESS = (") () (CONTINUOUS BETWEEN S) (GLUE SPONGE TO TOP O / USING AN APPROVED ADESIVE) MOUNTED/RETAINING MOUNTED SOUND ELEVATION (TOP O / SLOPED) CL CL = : ( -0") MAX. CL TRULY VERTICAL TRULY VERTICAL TRULY VERTICAL ACOUSTICAL PROILE (TOP O ) (SEE GENERAL NOTE 6 OPTIONAL SLOPED PRECAST 0 (0") ON SEET ) 5 (") MAX. = 50 (6") 60 ( -0") MAX. (SEE GENERAL NOTE 8 ON SEET ) END O 75 (") MAX. LIMITS O ARCITECTURAL SURACE TREATMENT (ON S)(WEN SPECIIED) DIERENCE IN 50 (6") 60 ( -0") MAX. WERE INDICATED OR SPECIIED EDGE O CABLE CONNECTION, SEE DETAILS ON SEET 9 O (I REQUIRED) TOP O () TOP O TO MATC OR EXCEED ACOUSTICAL PROILE PROVIDE OR SLOPED S AS REQUIRED. JOINT (I REQUIRED). OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. MAXIMUM IS 4 mm (8-0") OR BRIDGE MOUNTED SOUND WEN IS GREATER TAN 74 mm (9-0") AND LESS TAN OR EQUAL TO 084 mm (0-0"). () 460 ( -6") CL JOINT (I REQUIRED), SEE DETAIL B ON SEET 6 O CL ANCOR BOLT 50 (6") 600 ( -0") MAX. (") (") SEE DETAIL G ON SEET 8 O TOP O RETAINING BOTTOM O () STEP: 50 (6") 600 ( -0") MAX. CONSTR. JT. CLOSED CELL NEOPRENE SPONGE AND CAULKING COMPOUND BETWEEN BOTTOM/SIDE O SOUND AND CL ANCOR BOLT 50 (6") OR EXP. JT. IN RETAINING TOP/SIDE O, SPONGE TICKNESS = (") () (CONTINUOUS BETWEEN S) (GLUE SPONGE TO TOP O USING AN APPROVED ADESIVE) RETAINING MOUNTED ANCOR PLATE ASSEMBLY GEOMETRY AND LAYOUT SOUND ELEVATION (STEPPED ALTERNATE) SEPT. 0, 00 SEPT. 0, 00 SEET O (TOP O ) DIRECTOR,

4 STRUCTURE MOUNTED SOUND 460 MOMENT SLAB ( SOULDER) EDGE O ROADWAY ( -6") + 0 (8-0") INISED 50 (6") TOP O RETAINING TOP O RETAINING ROADWAY INISED GRADE 75 (") 85 (") #@00 (#4@") GROUND LINE REAR ACE O RETAINING BATTER AS REQUIRED 9 (") EXPANSION JOINT MATERIAL RONT ACE ROADWAY INISED GRADE 070 ( -6") SINGLE ACE 75 (6") 9 (") EXPANSION JOINT MATERIAL RONT ACE INISED GROUND LINE 070 ( -6") TOP O BATTER SINGLE ACE REAR ACE O RETAINING BATTER AS REQUIRED ( -") 00 9 (") ( -4") V-NOTC 50 (6") MAX. 50 (") INISED GROUND 4-#9 (#6) 50 (") CLR. #6 (#5) OUTSIDE ACE CONSTR. JT. (RAKED INIS) 070 ( -6") + ( -0") #@00 + (#4@") 60 (") CLR. 0 DOWEL (AT EXPASION JOINTS) TYP. 50 (") CLR. #9@00 + (#6@") 75 (") CLR. #6@ (#5@") PAVEMENT EQUAL TIE BAR OR TIE BOLTS (SEE RC-0M) SECTION IN CUT SECTION IN ILL ( -") + #6@40 (#5@9") TOP AND BOTTOM PROTECTION O RETAINING S WIT ROADWAY TYPICAL C.I.P. MOMENT SLAB AND SECTION LEGEND: ROADWAY ITEM STRUCTURE MOUNTED SOUND DIMENSION TABLE + SIZE SOWN, PROVIDE SIZE REQUIRED PER DESIGN WIND PRESSURE = ANCOR BOLTS ANCOR PLATES NUMBER DESIGN mm DESIGN mm SIZE TICKNESS LENGT P mm mm mm WIDT mm mm DIAMETER D mm EMBEDMENT LENGT S mm LENGT mm mm SLOPE AT GROUT DEPT AT CL GD mm. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND. MOMENT SLAB. DESIGNER MUST INCLUDE ALL DETAILS REQUIRED OR TE MOMENT DIMENSION TABLE. DESIGNER TO COMPLETE TABLE AND INCLUDE ON CONTRACT DRAWINGS.. TABLE IS PERMITTED TO BE MODIIED AS REQUIRED AS LONG AS ALL INORMATION IS SOWN ON TE CONTRACT DRAWINGS. SLAB AND ON TE CONTRACT DRAWINGS.. OR ADDITIONAL MOMENT SLAB DETAILS, REER TO BC-799M.. SOULDER SOWN, BITUMINOUS SOULDER SIMILAR, REER TO BC-799M OR ADDITIONAL DETAILS, 4. OR SOULDER AT GRADE, CONSTRUCT ROADWAY PAVEMENT PRIOR TO TE MOMENT SLAB,, AND SOUND. MISCELLANEOUS DETAILS SEPT. 0, 00 SEPT. 0, 00 SEET 4 O DIRECTOR,

5 PL = LENGT PL = ( ) - WEB TICKNESS - 5 (") PL = LENGT PL = ( ) - WEB TICKNESS - 5 (") GALVANIZED LITING INSERT (SEE LITING INSERT LOCATION DETAIL ON SEET 5 # (#4) BAR TRU SLOPE TOP O LITING INSERT AS REQUIRED S V 00 CLR. (") 00 UNCOATED OR GALVANIZED - 80 (") EPOXY COATED - 40 ( -4") SIDE GALVANIZED LITING INSERTS (SEE LITING INSERT LOCATION DETAIL ON SEET 5 (SEE NOTE 6) 50 (6") 50 (6") 00 ( -0") MAX. 00 ( -0") MAX. 00 (") CLR. GALVANIZED LITING INSERT (SEE LITING INSERT LOCATION DETAIL ON SEET 5 # (#4) BAR TRU S LITING INSERT V SLOPE TOP O AS REQUIRED ( -0") MAX. DIMENSION TABLE X SIZE 6 SIDE GALVANIZED LITING W0x68 6 S 9.5 (") 7x9 GALVANIZED LEXIBLE ROPE (I REQUIRED) (SEE NOTE 4) # (#4) REINORCEMENT WELDED WIRE ABRIC (WW) (SEE TABLES ON SEET 6) SEE DETAIL D.8 (") STD. WT. GALVANIZED PIPE, (I REQUIRED) SEE CABLE CONNECTION DETAIL, ON SEET 9 O CLR. (AS REQUIRED) SEE CABLE CONNECTION DETAIL ON SEET 9 O 50 (6") 00 ( -0") MAX. 600 ( -0") MAX. P = PARTIAL OR ULL (SEE GENERAL NOTE 7 ON SEET ) 600 ( -0") MAX. WELDED WIRE ABRIC (WW)(SEE TABLES ON SEET 6).8 (") STD. WT. GALVANIZED PIPE, (I REQUIRED) SEE CABLE CONNECTION DETAIL, ON SEET 9 O CLR. (AS REQUIRED) SEE CABLE CONNECTION DETAIL ON SEET 9 O 50 (6") 00 ( -0") MAX. INSERTS (SEE LITING INSERT LOCATION DETAIL ON SEET 5 (SEE NOTE 6) S SEE DETAIL D 9.5 (") 7x9 GALVANIZED LEXIBLE ROPE (I REQUIRED) (SEE NOTE 4) # (#4) (ABOVE NOTC) # (#4) W0x88 6 DIMENSION TABLE X SIZE W00x7 50 W50x0 65 W50x 65 REINORCEMENT 0 -" (") CLR. # (#4) (ABOVE NOTC) NOTC NOTC STEP # (#4) 50 (6") (ABOVE 600 ( -0") MAX. STEP) UNCOATED OR GALVANIZED ( -0") # (#4) (DIAGONAL) (") CLR. # (#4) NOTC SLOPE BOTTOM O TO MATC TOP O OR TOP O RETAINING LEGEND: S = O ORIZONTAL BARS EPOXY COATED - 80 ( -8") ELEVATION - STEPPED ELEVATION - SLOPE S V= O VERTICAL BARS PL = LENGT. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. DESIGNER TO DETERMINE NOTC DIMENSIONS BASED ON 5 (") CLR..8 (") STD. WT. GALVANIZED PIPE RESIDENTIAL SIDE (ORM LINER SIDE WEN SPECIIED) ARCITECTURAL SURACE TREATMENT (WEN SPECIIED) "X" SEE DIMENSION TABLE UNLESS OTERWISE SPECIIED. DIMENSIONS, GROUT TICKNESS, AND GROUT LENGT. REER TO DETAIL G ON SEET 8 O.. I STACKED S ARE REQUIRED REER TO DETAIL B ON SEET 6 O. 4. ROPE IS PERMITTED TO BE OR SLOPED. PROVIDE (REER TO DESIGN PARAMETERS ON SEET ) (") CAMER ROPE I BOT TOP AND BOTTOM O IS. 5. DESIGNER TO SPECIY TE WELDED WIRE ABRIC REQUIREMENTS, INCLUDING TE AREA O, AND TE MINIMUM NUMBER O LITING INSERTS REQUIRED OR ALL SIZES AS REQUIRED ON TE CONTRACT DRAWINGS. INORMATION IS PERMITTED TO BE IN TABLE ORM SIMILAR TO TE TABLES SOWN. 6. LITING INSERTS ARE REQUIRED ON TE SIDE O TE # (#4) REINORCEMENT (AT SIDE O ) 50 (") CLR. (TO WW) WELDED WIRE ABRIC (WW)(SEE TABLES ON SEET 6) ROADWAY SIDE (") CLR. TO # (#4) BARS PLAN # (#4) REINORCEMENT (AT SIDE O ) ^ CAMER (OPTIONAL) T=7 (5") STRUCTURAL TICKNESS (ADDITIONAL TICKNESS REQUIRED OR ARCITECTURAL SURACE TREATMENTS) REER TO CABLE CONNECTION DETAILS OR STRIPPING WEN TE IS GREATER TAN 74 mm (9-0") AND LESS TAN OR EQUAL TO mm (0-0"). (") CLR. UNLESS NOTED OTERWISE) ON SEET 9 O # (#4).8 (") STD. WT. GALVANIZED PIPE # (#4) REINORCEMENT TIE (ALL LOCATIONS) 5 (") REINORCEMENT WELDED WIRE ABRIC (WW) END O TIE 5 (") WELDED WIRE ABRIC (WW) END O DETAILS - (ALL LOCATIONS) DETAIL D (WITOUT CABLE CONNECTION) DETAIL D WIT CABLE CONNECTION SEPT. 0, 00 SEPT. 0, 00 DIRECTOR, SEET 5 O

6 P REINORCEMENT OR NORMAL WEIGT (50 LB./CU.T.) WIND PRESSURE = 7 psf WELDED WIRE ABRIC ** WW AxB-WCxWD REINORCEMENT OR NORMAL DENSITY (400 kg/m ) WIND PRESSURE =.77 kpa WELDED WIRE WELDED WIRE NUMBER AREA (IN /T) WELDED WIRE ABRIC AREA (mm /m) O LITING P ** WW AxB-MWCxMWD ORIZONTAL VERTICAL INSERTS ORIZONTAL VERTICAL NUMBER O LITING INSERTS BRIDGE MOUNTED S GREATER TAN 74 mm (9-0") AND LESS TAN OR EQUAL TO mm (0-0"). IN ORDER TO PROVIDE A SINGLE GREATER TAN 74 mm (9-0") AND LESS TAN OR EQUAL TO mm (0-0") TE MUST NOT EXCEED 4 mm (8-0") OR TE BRIDGE MOUNTED. (STACKED S ARE NOT PERMITTED.). REINORCEMENT:.0 WW 6x6-W4xW4 60 WW 5x5-MW6xMW6 7 7 PROVIDE TE OLLOWING WELDED WIRE ABRIC IN TE WW 6x6-W4xW4 9 WW 5x5-MW6xMW6 7 7 OR NORMAL DENSITY (WEIGT) AND LOW-DENSITY (LIGT WEIGT) WIT A LESS TAN OR EQUAL TO 4 mm (8-0"): WW 6x6-W4xW WW 5x5-MW6xMW5 7 4 : WW 4x4-WxW WW 6x4-W4xW WW 5x0-MW6xMW77 7 AREA O :.0 WW 6x4-W4xW 0.6 WW 4x6-W4xW WW 5x0-MW6xMW WW 0x5-MW6xMW ORIZONTAL = 0.6 in /f VERTICAL = 0.6 in /f : WW 0x0-MW77xMW77 WW 4x6-W4xW WW 0x5-MW6xMW AREA O : WW 4x6-W4xW WW 0x5-MW6xMW ORIZONTAL = mm /m WW 4x4-W4xW WW 0x0-MW6xMW77 55 VERTICAL = mm /m WW 4x4-W4xW WW 0x0-MW6xMW LITING INSERTS:.0 WW 6x6-W8xW WW 5x5-MW5xMW6 4 7 PROVIDE A MINIMUM O TWO LITING INSERTS ON TE SIDE O TE WW 6x6-W8xW WW 5x5-MW5xMW6 4 7 OR STRIPPING. 0.0 WW 6x6-W8xW WW 5x5-MW5xMW5 4 4 PROVIDE A MINIMUM O TWO LITING INSERTS ON TE TOP O TE WW 6x4-W8xW WW 5x0-MW5xMW77 4 OR ERECTION. REER TO SEET 5 O OR LOCATIONS. WW 6x4-W8xW WW 5x0-MW5xMW WW 4x6-W8xW WW 0x5-MW5xMW WW 4x6-W8xW WW 0x5-MW5xMW WW 4x6-W8xW WW 0x5-MW5xMW WW 4x4-W8xW WW 0x0-MW5xMW77 50 WW 4x4-W8xW WW 0x0-MW5xMW REINORCEMENT OR LIGT WEIGT (5 LB./CU.T.) WIND PRESSURE = 7 psf REINORCEMENT OR LOW-DENSITY (840 kg/m ) WIND PRESSURE =.77 kpa P WELDED WIRE ABRIC ** WW AxB-WCxWD WELDED WIRE AREA (IN /T) ORIZONTAL VERTICAL NUMBER O LITING INSERTS P WELDED WIRE ABRIC ** WW AxB-MWCxMWD WELDED WIRE ORIZONTAL AREA (mm /m) VERTICAL NUMBER O LITING INSERTS.0 WW 6x6-W4xW4 60 WW 5x5-MW6xMW6 7 7 WW 6x6-W4xW4 9 WW 5x5-MW6xMW6 7 7 WW 6x6-W4xW WW 5x5-MW6xMW5 7 4 WW 6x4-W4xW WW 5x0-MW6xMW WW 6x4-W4xW WW 5x0-MW6xMW WW 6x6-W4xW4 60 WW 5x5-MW6xMW6 7 7 WW 6x6-W4xW4 9 WW 5x5-MW6xMW6 7 7 WW 6x6-W4xW WW 5x5-MW6xMW5 7 4 WW 6x4-W4xW WW 5x0-MW6xMW WW 6x4-W4xW WW 5x0-MW6xMW WW 4x6-W4xW WW 0x5-MW6xMW WW 4x6-W4xW WW 0x5-MW6xMW WW 4x6-W4xW WW 0x5-MW6xMW WW 4x4-W4xW WW 0x0-MW6xMW WW 4x4-W4xW WW 0x0-MW6xMW WW 4x6-W8xW WW 0x5-MW5xMW WW 4x6-W8xW WW 0x5-MW5xMW WW 4x6-W8xW WW 4x4-W8xW WW 4x4-W8xW WW 0x5-MW5xMW WW 0x0-MW5xMW WW 0x0-MW5xMW77 50 ** WW AxB-WCxWD (U.S. CUSTOMARY) WW AxB-MWCxMWD (METRIC) WERE A = O ORIZONTAL BARS (S ) B = O VERTICAL BARS (S V) C = ORIZONTAL WIRE SIZE D = VERTICAL WIRE SIZE WW = WELDED WIRE ABRIC DETAILS - SEPT. 0, 00 SEPT. 0, 00 SEET 6 O DIRECTOR,

7 MOUNTED SOUND ON BRIDGES,, ANCOR BOLT, AND ANCOR PLATE GEOMETRY WIND PRESSURE = 7 psf MOUNTED SOUND ON BRIDGES,, ANCOR BOLT, AND ANCOR PLATE GEOMETRY WIND PRESSURE =.77 kpa ANCOR BOLTS D ANCOR PLATES ANCOR BOLTS ANCOR PLATES D 6 89 W00x W00x W00x W00x W00x W00x W00x W00x W00x W00x7 W00x ( -4") = :9 (4-0") S = 94 ( -0") (0-0") MAX. EMBEDMENT LENGT P = P = PROJECTION (AS REQUIRED) (SEE DETAIL G ON SEET 8 "GD" = GROUT DEPT AT CL (SEE DETAIL G ON SEET 8 D+0 (") (/") (/") 50 (6") TL = TREAD LENGT (AS REQUIRED) TREAD LENGT (SEE DETAIL G ON SEET 8 (/") TICK NEOPRENE BRG. PAD BURR TREADS ATER TIGTENING NUTS 0x0 ("x") CAMER 00 TOP O EAVY EX ING NUT AND LAT WASER 6 (") 0 (9") "D" ANCOR BOLTS PLACED WITIN REIN. CAGE CL,,, AND ELASTOMERIC PAD, BACKER ROD 460 AND CAULKING COMPOUND/JOINT ( -6") SEALER MATERIAL (TRULY VERTICAL) EAVY EX LOCK NUT, EAVY EX NUT AND LAT WASER () PLACE NON-SRINK GROUT ATER S ARE INSTALLED (COLOR TO MATC S) SLOPE (AS REQUIRED) R = 5 (") NOTE: 50 (") CLR. BRIDGE SOWN, VERTICAL BRIDGE SIMILAR. EAVY EX NUT AND LAT WASER 6 (") ANCOR PLATES () 40 ( -4") CL,,, AND D+8 (") OLES OR "D" ANCOR BOLTS - CL & PLAN (") 0 (") 0.40 ( + - ) 0.40 ( + - ) 0.0 ( + - ) - 50 (") 00 CL ANCOR BOLTS 0 (") TIE BARS ( + - ) 6 (" ( + - ") ) 6 (")ANCOR PLATES PLAN - ANCOR PLATE ASSEMBLY (") D+ (") OLES OR "D" ANCOR BOLTS 5 (") 5 (") TYP. OUTSIDE ACE INISED GRADE 50 (") 0 (") TIE BARS WELDED TO ANCOR PLATES. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. REER TO SEET 4 OR DIMENSION TABLE SECTION BRIDGE DECK TO BE SOWN ON TE CONTRACT DRAWINGS. MOUNTED ON BRIDGES DESIGN TABLES AND DETAILS SEPT. 0, 00 SEPT. 0, 00 SEET 7 O DIRECTOR,

8 MOUNTED SOUND ON RETAINING S OR MOMENT SLABS,, ANCOR BOLT, AND ANCOR PLATE GEOMETRY WIND PRESSURE = 7 psf MOUNTED SOUND ON RETAINING S OR MOMENT SLABS,, ANCOR BOLT, AND ANCOR PLATE GEOMETRY WIND PRESSURE =.77 kpa ANCOR BOLTS D ANCOR PLATES ANCOR BOLTS ANCOR PLATES D 5 89 W00x W00x W00x7 W00x W00x W00x W00x W00x W00x W00x W00x W00x W00x7 W00x W00x W00x W00x7 W00x W00x ( -4") = :9 (4-0") S = 94 ( -0") (5-0") MAX. EMBEDMENT LENGT P = P = PROJECTION (AS REQUIRED) (SEE DETAIL G ON SEET 8 "GD" = GROUT DEPT AT CL D+0 (") (SEE DETAIL G ON SEET 8 (/") (/") TL = TREAD LENGT (AS REQUIRED) 50 (6") (SEE DETAIL G ON SEET 8 TREAD LENGT (/") TICK NEOPRENE BRG. PAD BURR TREADS ATER TIGTENING NUTS 0x0 ("x") CAMER 00 TOP O EAVY EX ING NUT AND LAT WASER 6 (") 0 (9") "D" ANCOR BOLTS PLACED WITIN REIN. CAGE OUTSIDE ACE CL,,, AND ELASTOMERIC PAD, BACKER ROD 460 AND CAULKING COMPOUND/JOINT ( -6") SEALER MATERIAL (TRULY VERTICAL) EAVY EX LOCK NUT, EAVY EX NUT AND LAT WASER () PLACE NON-SRINK GROUT ATER S ARE INSTALLED (COLOR TO MATC S) SLOPE (AS REQUIRED) R = 5 (") NOTE: 50 (") CLR. BRIDGE SOWN, VERTICAL BRIDGE SIMILAR. EAVY EX NUT AND LAT WASER 6 (") ANCOR PLATES () 40 ( -4") 0 (") 0 (") - CL,,, AND D+8 (") OLES OR "D" ANCOR BOLTS CL & PLAN ( + - ) 0.40 ( + - ) 0.0 ( + - ) - - CL ANCOR BOLTS 0 (") TIE BARS ( + - ) 6 (" ( + - ") ) 50 (") 50 (") 00 PLAN - ANCOR PLATE ASSEMBLY 00 6 (")ANCOR PLATES D+ (") OLES OR "D" ANCOR BOLTS 5 (") 5 (") TYP. INISED GRADE 50 (") SECTION 0 (") TIE BARS WELDED TO ANCOR PLATES RETAINING OR MOMENT SLAB. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. REER TO SEET 4 OR DIMENSION TABLE TO BE SOWN ON TE CONTRACT DRAWINGS. MOUNTED ON S AND MOMENT SLABS DESIGN TABLE AND DETAILS SEPT. 0, 00 SEPT. 0, 00 SEET 8 O DIRECTOR,

9 MOUNTED SOUND MOUNTED SOUND,, ANCOR BOLT, AND ANCOR PLATE GEOMETRY WIND PRESSURE = 7 psf,, ANCOR BOLT, AND ANCOR PLATE GEOMETRY WIND PRESSURE = 77 kpa ANCOR BOLTS D S ANCOR PLATES ANCOR BOLTS D S ANCOR PLATES W00x W00x W00x W00x7 W00x W0x W50x W0x W50x W0x W50x W00x W00x W00x W00x W00x W0x W50x W0x W50x W00x W00x W00x7 W00x W0x W50x W0x W50x W00x W00x W00x W00x W0x W50x0 5 4 = :9 (4-0") S = EMBEDMENT LENGT 6096 (0-0") MAX. (SEE NOTE ) P = P = PROJECTION (AS REQUIRED) (SEE DETAIL G ON SEET 8 "GD" = GROUT DEPT AT CL (SEE DETAIL G ON SEET 8 (/") (/") TL = TREAD LENGT (AS REQUIRED) 50 (6") (SEE DETAIL G ON SEET 8 TREAD LENGT (/") TICK NEOPRENE BRG. PAD BURR TREADS ATER TIGTENING NUTS 5x5 ("x") CAMER 00 TOP O RETAINING EAVY EX ING NUT AND LAT WASER RONT ACE O RETAINING ( -0") () "D" ANCOR BOLTS PLACED WITIN 6 (") REIN. CAGE CL,,, AND RETAINING 60 ( -0") ELASTOMERIC PAD, BACKER ROD () AND CAULKING COMPOUND/JOINT SEALER MATERIAL (TRULY VERTICAL) EAVY EX LOCK NUT, EAVY EX NUT AND LAT WASER () PLACE NON-SRINK GROUT ATER S ARE INSTALLED (COLOR TO MATC S) SLOPE (AS REQUIRED) PLACE CL O AT CL 75 (") CLR. REAR ACE O RETAINING BATTER AS REQUIRED 0 (") 0 (") - CL,,, AND D+8 (") OLES OR "D" ANCOR BOLTS CL & PLAN ( + - ) 0.40 ( + - ) 0.0 ( + - ) - - CL ANCOR BOLTS 0 (") TIE BARS ( + - ) 6 (" ( + - ") ) 50 (") 50 (") 00 6 (")ANCOR PLATES PLAN - ANCOR PLATE ASSEMBLY 00 D+ (") OLES OR "D" ANCOR BOLTS 5 (") 5 (") TYP. D+0 (") 50 (") CLR. 6 (") ANCOR PLATES (). OR ADDITIONAL INORMATION REER 0 (") TIE BARS WELDED TO ANCOR PLATES EAVY EX NUT AND LAT WASER TO NOTES ON SEETS AND.. EMBEDMENT LENGT O ANCOR BOLTS MUST EXTEND TO A DEPT WERE TE VERTICAL REINORCEMENT IS ULLY DEVELOPED. INCREASE EMBEDMENT LENGT AS REQUIRED. MOUNTED DESIGN TABLE AND DETAILS RETAINING. REER TO SEET 4 OR DIMENSION TABLE SECTION TO BE SOWN ON TE CONTRACT DRAWINGS. SEPT. 0, 00 SEPT. 0, 00 SEET 9 O DIRECTOR,

10 66 (6") PIPE (SOWN) (") (") (SIMILAR) L7x76x9.5 (L5xx) CL END & CLOSURE GROUND MOUNTED SOUND A (GALVANIZED AND PAINTED) 7 (5") CAISSON (SOWN) STRUCTURAL CL & REINORCED OOTING (SIMILAR) BACKER ROD AND SEAL WIT CAULKING COMPOUND/JOINT TICKNESS (") TICK x 00 SEALING MATERIAL WIDE x LENGT AS REQUIRED NEOPRENE (COLOR TO MATC S) BRG. PAD LIMIT O GROUND MOUNTED SOUND (END O CLOSURE ) END O CLOSURE CL & 94 ( -0") (0-0") MAX. 60 ( -0") BEND POINT OR END O SEE DETAIL CL END & CLOSURE CLOSURE 90^ STRUCTURE MOUNTED SOUND A BRIDGE SOWN RETAINING SIMILAR IELD VERIY CLOSURE LENGT PRIOR TO ABRICATION PLAN - STRUCTURE MOUNTED SOUND LIMIT O GROUND MOUNTED SOUND END O CLOSURE CL OLES OR ANCOR BOLTS ACE O WIDT OR WIDT SEE END NOTE B (") (" ") 00 0 () TYP. (SEE END NOTE C) 0 () D+8 (")OLES OR "D" ANCOR BOLTS "" TICKNESS CAMER (ELIMINATE CAMER BELOW ) CL & END TO GROUND MOUNTED SOUND A. SIZE AND DIMENSIONS OR (/RETAINING WIT 0^ LARE) CL & END 0 () 0 (),, AND D IS TO BE BASED ON TE DIMENSIONS SOWN IN TE DESIGN TABLES ON SEET 7, 8 AND 9 OR TE REQUIRED AND ALL S. B. DIMENSION TO BE DETERMINED ER. 94 ( -0") C. ILL GAP BETWEEN ANGLES WIT WELD MATERIAL. END O (0-0") MAX. LIMIT O GROUND MOUNTED DETAIL D. ELIMINATE TRU BOLTS OR CABLES IN END. CABLES ARE STILL REQUIRED CLOSURE SOUND (END O IN TE. CLOSURE ) E. I BETWEEN TOP O / AND TOP O SOUND (ACOUSTICAL PROILE) # (#4) BOTTOM O IS GREATER TAN 9 mm (4-0") PROVIDE ANGLES, REER TO DETAIL J. (SEE GENERAL NOTE 6 ON SEET ) REINORCEMENT OR ADDITIONAL REQUIREMENTS REER L7x76x9.5 (L5xx) PIPE (SOWN) (SIMILAR) TO SEET 5.. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. DETAILS SOWN ARE OR INORMATION AND REERENCE ONLY. ALTERNATE DETAILS ARE 9 x 0 PERMITTED AND MUST BE APPROVED BY TE CL & STRUCTURE MOUNTED SOUND (") TICK NEOPRENE BRG. PAD TOP O / ILL GAP BETWEEN AND ACE O / WIT CLOSED CELL NEOPRENE SPONGE AND CAULKING COMPOUND, SPONGE TICKNESS = (") () (GLUE SPONGE TO / USING AN APPROVED ADESIVE)(SPONGE NOT REQUIRED I ANGLES ARE PROVIDED) (" x 4") PLATE WIDT SEE END NOTE E CL & GROUND MOUNTED SOUND ON OPPOSITE SIDE CLOSURE (OR REINORCEMENT REQUIREMENTS REER TO SEET 4). CL JOINT (I REQUIRED) () (SEE DETAIL B ON SEET 6 SLOPE TO DRAIN INISED GROUND LINE CLOSURE ACE O / 5 6 (" ") 5 (") CL 4 (") OLE OR.7 (") A5 BOLT WIT LAT WASER, SPACED AT ( -6") MAXIMUM (") (") 66 (6") CL END & CLOSURE.. DESIGNER MUST PROVIDE DESIGN CALCULATIONS OR COMPONENTS NOT DESIGNED IN TE S. 4. DESIGNER MUST INCLUDE ALL DETAILS REQUIRED ON TE CONTRACT DRAWINGS. 5. OR GROUND MOUNTED CORNER DETAILS REER TO BD-677M AND BD-678M. 6. DESIGNER MUST CONSIDER OW INSPECTION ACCESS IS OBTAINED OR TE ADJACENT STRUCTURE. INISED GRADE BRIDGE SOWN RETAINING IS SIMILAR 5 (") BOTTOM O () (") TICK 50 (6") CAISSON (SOWN) REINORCED TREADED INSERT L7x76x9.5 (L5xx) (GALVANIZED AND PAINTED) BACKER ROD AND SEAL WIT CAULKING COMPOUND/JOINT SEALING MATERIAL STRUCTURE MOUNTED TO GROUND MOUNTED DETAILS NEOPRENE BRG. OOTING (SIMILAR) (COLOR TO MATC S) PAD SECTION A-A DETAIL J SEPT. 0, 00 SEPT. 0, 00 DIRECTOR, SEET 0 O

11 CL EXPANSION NOTE A: JOINT OPENING AS REQUIRED OR BRIDGE EXPANSION AND CONTRACTION AT 0 DEGREES C (68 DEGREES ) AS REQUIRED AS REQUIRED TO ACCOMMODATE TOTAL MOVEMENT+ (") TOTAL MOVEMENT JOINT OPENING OR SOULDER OR PAVEMENT RELIE JOINT = ( -0") (REER TO RC-0M AND RC-4M) / ELASTOMERIC PAD (") TICK BY EXTENSION O INTO JOINT OPENING (SEE NOTE A) (8") WIDT, GLUED TO LANGE USING APPROVED ADESIVE (LEAVE A 0 GAP AT BOTTOM O OR DRAINAGE) IG SIDE LOW SIDE 6 (") NEOPRENE BRG. PAD, GLUED TO BASE TOTAL MOVEMENT+ (") () GUTTER LINE DOWN SLOPE 0 (") RECESS IN GUTTER LINE PL x6x ULL (PL x6x ULL ) PLATE USING AN APPROVED ADESIVE TICKNESS = (")() LENGT = 5 (5")+TOTAL MOVEMENT WIDT = 00 ()(SEE NOTE 5) CL, & S / 00 PROVIDE 6 (") MAX. GAP BETWEEN OUTSIDE ACE O SEE DETAIL K + 75 (") (/") SLIDING BENT PLATE (GALVANIZED AND PAINTED TO MATC S) (0") EXPANSION + 75 (") AS REQUIRED OUTSIDE ACE O CL EXPANSION, & S / 00 "" TICKNESS AND ELASTOMERIC PAD OR EXPANSION AND CONTRACTION EXPANSION D+8 (")OLES OR "D" ANCOR BOLTS 0 (") AS REQUIRED OPEN JOINT IN 00 JOINT OPENING PLUS (/") 0 (") PL 9x00 ()x ULL (PL x ()x ULL ) CL EXPANSION + 9 (4-0") 4 (8-0") MAX. CL & DETAIL K EXPANSION PLAN PROVIDE PIPE AND CL EXPANSION BOLTS ON "IXED" END O EXPANSION (SEE DETAILS ON SEET 9 CL & PL= LENGT ABRICATED, AND ANCOR BOLT SIZES: TOTAL MOVEMENT+ (") ARCITECTURAL SURACE TREATMENT A. DIMENSIONS OR,, AND D IS TO BE BASED ON TE DIMENSIONS SOWN IN TE DESIGN EXPANSION PROVIDE PIPE AT EXPANSION END, (WEN SPECIIED) TABLES ON SEETS 7 AND 8 OR TE REQUIRED AND.. (7/8") DIA. A5 BOLTS WIT.8 (") DIA. STD. WT. GALVANIZED PIPE NON-SRINK GROUT VERTICAL ACE TOP O TOTAL MOVEMENT + 5 (") () (") 600 ( -0") MAX. SPA. CLOSED CELL NEOPRENE SPONGE AND CAULKING COMPOUND 50 (6") 00 ( -0") MAX. BOTTOM O / TRU BOLTS NOT 7 (5") REQUIRED STRUCTURAL TICKNESS 9.5 (") 7x9 GALVANIZED.8 (") DIA. STD. WT. LEXIBLE CABLE PLAN GALVANIZED PIPE EXPANSION (OR ADDITIONAL DETAILS SEE SEET 5) B. DIMENSION / IS TO BE BASED ON ONE-AL TE DIMENSION SOWN IN TE DESIGN TABLES ON SEETS 7 AND 8 OR TE REQUIRED AND. C. REMAINING DIMENSIONS TO BE DETERMINED BY TE ENGINEER. LEGEND: TOP O BEARING PAD + SIZE SOWN, PROVIDE SIZE REQUIRED PER DESIGN 75 (")+ () ANCOR PLATE ASSEMBLY SLIDING PLATE ELEVATION CL ANCOR BOLT ILL OPENING WIT CLOSED CELL NEOPRENE SPONGE AND CAULKING COMPOUND. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. DETAILS SOWN ARE OR INORMATION AND REERENCE ONLY. ALTERNATE DETAILS ARE EXPANSION DETAILS PERMITTED AND MUST BE APPROVED BY TE.. DESIGNER TO DETERMINE TOTAL MOVEMENT REQUIRED. 4. DESIGNER MUST INCLUDE ALL DETAILS REQUIRED ON TE CONTRACT DRAWINGS. 5. DESIGNER TO DESIGN NEOPRENE BEARING PAD TO ACCOMMODATE MOVEMENT O EXPANSION. 6. GALVANIZE AND PAINT ALL ABRICATED STRUCTURAL. 7. I STRUCTURE MOUNTED SOUND ENDS EXPANSION DETAILS AT TE EXPANSION AND CONNECTS TO A GROUND MOUNTED PROVIDE ADDITIONAL DETAILS AS REQUIRED IN ACCORDANCE WIT TESE S. SEPT. 0, 00 SEPT. 0, 00 SEET O DIRECTOR,