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AutoCAD SHX TextABBREVIATION (ALPHABETIZED): A.B. = ANCHOR BOLTS = ANCHOR BOLTS ARCH. = ARCHITECT = ARCHITECT C.J. = CONTROL JOINT = CONTROL JOINT C.I.P. = CAST IN PLACE = CAST IN PLACE CONC. = CONCRETE = CONCRETE CONT. = CONTINUOUS = CONTINUOUS CONX. = CONNECTION = CONNECTION COORD. = COORDINATE = COORDINATE COORDINATE E.O.C. = EDGE OF CONCRETE = EDGE OF CONCRETE E.W. = EACH WAY = EACH WAY EXP. = EXPANSION = EXPANSION EXT. = EXTERIOR = EXTERIOR F.F.E. = FINISH FLOOR ELEVATION = FINISH FLOOR ELEVATION FLR. = FLOOR = FLOOR FTG. = FOOTING = FOOTING GYP. = GYPSUM BOARD = GYPSUM BOARD H.R. = HANDRAIL = HANDRAIL H.D.G. = HOT DIPPED GALVANIZED = HOT DIPPED GALVANIZED HDR. = HEADER = HEADER HORZ. = HORIZONTAL = HORIZONTAL INT. = INTERIOR = INTERIOR MAX. = MAXIMUM = MAXIMUM MANF. = MANUFACTURER = MANUFACTURER M.C. = MOMENT CONNECTION = MOMENT CONNECTION MIN. = MINIMUM = MINIMUM O.C. = ON CENTER = ON CENTER P.A.F. = POWDER ACTUATED FASTENER = POWDER ACTUATED FASTENER REINF. = REINFORCEMENT = REINFORCEMENT REQ. = REQUIRED = REQUIRED SIM. = SIMILAR = SIMILAR S.O.G. = SLAB ON GRADE = SLAB ON GRADE S.S. = STAINLESS STEEL = STAINLESS STEEL STD. = STANDARD = STANDARD STL. = STEEL = STEEL SQ. = SQUARE = SQUARE T&B = TOP & BOTTOM = TOP & BOTTOM TYP. = TYPICAL = TYPICAL U.N. = UNLESS NOTED = UNLESS NOTED U.N.O. = UNLESS NOTED OTHERWISE = UNLESS NOTED OTHERWISE VERT. = VERTICAL = VERTICAL W.W.M. = WELDED WIRE MESH= WELDED WIRE MESH

AutoCAD SHX TextGENERAL NOTES: : 1. THE GENERAL CONTRACTOR SHALL COORDINATE STRUCTURAL THE GENERAL CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH CIVIL AND LANDSCAPE ARCHITECT DRAWINGS, AND PROMPTLY NOTIFY THE ARCHITECT/ENGINEERS OF ANY DISCREPANCIES OR OMISSIONS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING SITE CONDITIONS PRIOR TO COMMENCING WORK. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND THE CONTRACT DOCUMENTS. 3. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. THE ERECTION PROCEDURE AND SEQUENCE INCLUDING THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, RE-SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. DO NOT SCALE DRAWINGS. ALL WORK REQUIRING MEASURING DO NOT SCALE DRAWINGS. ALL WORK REQUIRING MEASURING SHALL BE DONE ACCORDING TO FIGURES ON DRAWING. ANY MISSING DIMENSIONS WILL BE FURNISHED UPON REQUEST. 5. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 6. THESE GENERAL NOTES APPLY WHERE OTHER PROVISIONS ARE THESE GENERAL NOTES APPLY WHERE OTHER PROVISIONS ARE NOT PROVIDED BY THE DRAWINGS, SPECIFICATIONS OR TYPICAL DETAILS. IN CASE OF SPECIAL CONDITIONS INDICATED ON DRAWINGS, THE DRAWINGS SHALL GOVERN OVER THE SPECIFICATIONS. 7. ALL BRIDGES SHALL BE CONSTRUCTED AS SPECIFIED ON PLAN. ALL BRIDGES SHALL BE CONSTRUCTED AS SPECIFIED ON PLAN. ANY DESIGN CHANGES MADE BY THE CONTRACTOR DURING CONSTRUCTION THAT RESULT IN MATERIALS OR CONSTRUCTION COST INCREASE SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 8. CONSTRUCTION SHALL BE IN ACCORDANCE WITH FEDERAL, CONSTRUCTION SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL ORDINANCES, AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES-DECEMBER 2009, AND THE ACI318-11 FOR DESIGN OF CONCRETE ELEMENTS.

AutoCAD SHX TextREINFORCING: : 1. CONCRETE REINFORCING STEEL SHALL COMPLY WITH THE CONCRETE REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A615, GRADE 40 FOR #3 BARS AND ASTM A615, GRADE 60 FOR #4 AND LARGER BARS. WELDED WIRE MESH SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A185. 2. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI 315, LATEST EDITION. 3. REINFORCING STEEL SHALL BE SPLICED ONLY AS INDICATED ON REINFORCING STEEL SHALL BE SPLICED ONLY AS INDICATED ON THE PLANS. WHEN SPLICE LENGTHS ARE NOT GIVEN ON THE PLANS, THEY SHALL BE TAKEN FROM THE TABLE BELOW. USE "CLASS B" LAPS UNLESS THE PLANS INDICATE "CLASS A". BAR SIZE CLASS "B" SPLICE CLASS "A" SPLICE BAR SIZE CLASS "B" SPLICE CLASS "A" SPLICE CLASS "B" SPLICE CLASS "A" SPLICE CLASS "B" SPLICE CLASS "A" SPLICE CLASS "A" SPLICE CLASS "A" SPLICE #3 ......................... 28" ........................ 22" #4 ......................... 37" ........................ 29" #5 ......................... 47" ........................ 36" #6 ......................... 56" ........................ 43" #7 ......................... 81" ........................ 63" #8 ......................... 93" ........................ 72" LAPS SHOWN ABOVE WERE CALCULATED PER ACI 318-11, EQ. 12-1 FOR MATS, WALLS, BEAMS, COLUMNS AND SLABS. VALUES ASSUMED ARE: f'c 3000 PSI, Ktr=0, 1" MIN COVER AND 2" MIN CLEAR BETWEEN BARS FOR #4, #5 AND #6 BARS, AND 1 " MIN 12" MIN COVER AND 3" MIN CLEAR BETWEEN BARS FOR #7 THRU #11 BARS. SHORTER LAPS MAY BE CALCULATED FOR SOME SPECIFIC CONDITIONS SUCH AS TIED BEAMS OR ADDITIONAL COVER. LAPS MUST BE INCREASED 50% PER ACI 318-11 FOR EPOXY COATED REBAR, OR 30% FOR LIGHTWEIGHT CONCRETE. 4. ALL BAR HOOKS SHALL BE STANDARD 90-DEGREE HOOKS ALL BAR HOOKS SHALL BE STANDARD 90-DEGREE HOOKS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5. SEE SECTION 7.7 OF ACI 318-11 FOR CONDITIONS NOT NOTED. SEE SECTION 7.7 OF ACI 318-11 FOR CONDITIONS NOT NOTED. 6. DESIGN OF STRUCTURAL CONCRETE ELEMENTS IS IN DESIGN OF STRUCTURAL CONCRETE ELEMENTS IS IN ACCORDANCE WITH ACI 318.

AutoCAD SHX TextCONCRETE: : 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE", EXCEPT AS NOTIFIED BY THE REQUIREMENTS OF THESE STRUCTURAL DRAWINGS. 2. CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A DESIGNATED CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A DESIGNATED COMPRESSIVE STRENGTH (F'c) IN 28 DAYS OF 3500 PSI WITH A 4" (±1") SLUMP UNLESS NOTED OTHERWISE.3. CONCRETE COARSE AGGREGATE, WITH A MAXIMUM SIZE OF 1" CONCRETE COARSE AGGREGATE, WITH A MAXIMUM SIZE OF 1" MAY BE USED IN FOUNDATIONS. ALL OTHER CONCRETE SHALL HAVE A COARSE AGGREGATE WITH A MAXIMUM SIZE OF ". 34". 4. CONCRETE MIXING, TRANSPORTING, PLACING, AND CURING SHALL CONCRETE MIXING, TRANSPORTING, PLACING, AND CURING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF ACI 301. READY-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH REQUIREMENTS OF ASTM C94 OR ASTM C685. 5. NO CONSTRUCTION LOADS SHALL BE SUPPORTED ON, NOR ANY NO CONSTRUCTION LOADS SHALL BE SUPPORTED ON, NOR ANY SHORING REMOVED FROM, ANY PART OF THE STRUCTURE UNDER CONSTRUCTION EXCEPT WHEN THAT PORTION OF THE STRUCTURE IN COMBINATION WITH REMAINING FORMING AND SHORING SYSTEM HAS SUFFICIENT STRENGTH TO SUPPORT SAFELY ITS WEIGHT AND LOADS PLACED THEREON. 6. ALL EQUIPMENT FOR MIXING AND TRANSPORTING CONCRETE ALL EQUIPMENT FOR MIXING AND TRANSPORTING CONCRETE SHALL BE CLEAN. ALL DEBRIS, WATER AND ICE SHALL BE REMOVED PRIOR TO PLACING CONCRETE. FORMS SHALL BE PROPERLY COATED. REINFORCEMENT SHALL BE CLEAN OF ICE OR OTHER DELETERIOUS COATING. ALL LAITANCE AND OTHER UNSOUND MATERIAL SHALL BE REMOVED BEFORE ADDITIONAL CONCRETE IS PLACED AGAINST HARDENED CONCRETE. 7. MINIMUM COVER FOR CAST-IN-PLACE CONCRETE MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINFORCEMENT: MINIMUM COVER (IN) (a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ...................... 3 (b) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS ...................................... 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER ....................................................... 1 12

AutoCAD SHX TextDESIGN CRITERIA VEHICLE: 5 TON MAX. LOAD (H5), 8,000LB MAX AXLE, 4,000LB MAX WHEEL LOAD, NO IMPACT. (NON-CONCURRENT WITH PEDESTRIAN LOAD) PEDESTRIAN: 90PSF (NO REDUCTION)

AutoCAD SHX TextRAILINGS & STEEL CONNECTORS: : 1. ALL STEEL CONNECTORS, FASTENERS, AND ANCHORS FOR ALL STEEL CONNECTORS, FASTENERS, AND ANCHORS FOR RAILINGS SHALL BE HOT DIPPED GALVANIZED U.N.O. WASHERS SHALL BE PROVIDED UNDER ALL BOLT HEADS AND NUTS. 2. HANDRAIL POSTS & RUNNERS TO BE SYP #1 PRESSURE HANDRAIL POSTS & RUNNERS TO BE SYP #1 PRESSURE TREATED AWPA STANDARD U1. 3. ALL RAILING CABLES SHALL BE " GALVANIZED STEEL. ALL RAILING CABLES SHALL BE " GALVANIZED STEEL. 14" GALVANIZED STEEL.

AutoCAD SHX TextPROJECT DESCRIPTION: THESE DRAWINGS SERVE AS THE STRUCTURAL CONSTRUCTION DOCUMENTS FOR THE COVINGTON TRESTLE BRIDGE FOR PATH. THE PROJECT CONSISTS OF RE-PURPOSING AN EXISTING TIMBER TRAIN TRESTLE BRIDGE INTO A PEDESTRIAN/BIKE BRIDGE. STRUCTURAL SCOPE: 1. RE-USING THE EXISTING TIMBER PILES, MAIN SUPPORT BEAMS, RE-USING THE EXISTING TIMBER PILES, MAIN SUPPORT BEAMS, AND CROSS BEAMS WHICH HAVE BEEN ANALYZED FOR THE NEW PEDESTRIAN LOADS ALONG WITH EMERGENCY VEHICLE LOADING. 2. NEW CONCRETE TRAIL SURFACE USING PRECAST CONCRETE NEW CONCRETE TRAIL SURFACE USING PRECAST CONCRETE PANELS SPANNING OVER THE MAIN SUPPORT BEAMS. 3. NEW WOOD HANDRAILS WITH GALVANIZED STEEL CABLES. NEW WOOD HANDRAILS WITH GALVANIZED STEEL CABLES. 4. A NEW CONCRETE ABUTMENT AT EACH END OF THE BRIDGE, A NEW CONCRETE ABUTMENT AT EACH END OF THE BRIDGE, CAST ON TOP OF CUT EXISTING TIMBER PILES.

AutoCAD SHX TextTIMBER NOTES 1. ALL TIMBER PILES TO CONFORM TO GDOT SPECIFICATIONS ALL TIMBER PILES TO CONFORM TO GDOT SPECIFICATIONS PRESSURE TREATED WITH 19% MC BEFORE TREATMENT. ALL FRAMING LUMBER TO BE #1 OR BETTER SYP PRESSURE TREATED WITH 19% MC BEFORE TREATMENT. 2. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE AFPA (AMERICAN FOREST PRODUCTS ASSOCIATIONS) 3. ALL PILINGS SHALL MEET THE REQUIREMENTS AS SET ALL PILINGS SHALL MEET THE REQUIREMENTS AS SET FORTH BY THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) UNDER THE PROVISIONS OF D25 (LATEST EDITION), STANDARD SPECIFICATIONS FOR ROUND TIMBER PILES. TOLERANCE IN DIAMETER OF PILINGS SHALL BE 1" TAPER IN 10 LINEAR FEET. 4. TIMBER PILES TO CONSIST OF 14" MIN PRESSURE TIMBER PILES TO CONSIST OF 14" MIN PRESSURETREATED SOUTHERN PINE #1 WITH ASSUMED DESIGN PROPERTIES: Fc = 1,200PSI, Fb = 2,400 PSI, E = 1,500,000 PSI



AutoCAD SHX TextEXISTING TIMBER ABUTMENT WALL TO BE REPLACED W/ NEW CONC. ABUTMENT

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AutoCAD SHX TextEXISTING TIMBER BEAMS IN FIRST BAY TO BE REMOVED FOR ABUTMENT CONSTRUCTION, AND TO BE REPLACED W/ NEW TIMBER BEAMS W/ SAME DIMS -SEE 1/S-3 FOR ANCHOR DETAILS

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AutoCAD SHX TextPILES MARKED ON PLAN TO BE REPLACED FROM CONC. PILE CAP TO BELOW GRADE AS SPECIFIED IN DETAIL 3/S-4

AutoCAD SHX TextNOTES: 1. REPAIR PLANS ARE BASED ON THE CONDITIONS OBSERVED AT THE TIME OF EVALUATION. VARIATIONS, UNSEEN REPAIR PLANS ARE BASED ON THE CONDITIONS OBSERVED AT THE TIME OF EVALUATION. VARIATIONS, UNSEEN CONDITIONS, OR FURTHER DETERIORATION TO STRUCTURE NOTED DURING COURSE OF CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF STABILITY ENGINEERING AND THE EOR IMMEDIATELY. 2. EXISTING LATERAL BRACING BETWEEN PILES (TRANSVERSE BRACING) AND BETWEEN BENTS (LONGITUDINAL EXISTING LATERAL BRACING BETWEEN PILES (TRANSVERSE BRACING) AND BETWEEN BENTS (LONGITUDINAL BRACING) SHALL BE REPLACED IN KIND IN ALL INSTANCES WHERE IT IS MISSING OR DAMAGED. 3. EXISTING TRESTLE DECK BEAMS ARE TO BE REPLACED IN AREAS SHOWN ON PLAN. ADDITIONAL DAMAGED EXISTING TRESTLE DECK BEAMS ARE TO BE REPLACED IN AREAS SHOWN ON PLAN. ADDITIONAL DAMAGED BEAMS DISCOVERED DURING DEMOLITION OR COURSE OF CONSTRUCTION SHALL ALSO BE REPLACED. 4. PILE REPAIRS AS SPECIFIED ON PLAN SHOULD BE PERFORMED IN ACCORDANCE WITH THE DETAILS PROVIDED PILE REPAIRS AS SPECIFIED ON PLAN SHOULD BE PERFORMED IN ACCORDANCE WITH THE DETAILS PROVIDED HEREIN. ADDITIONAL DAMAGED PILES DISCOVERED DURING DEMOLITION OR COURSE OF CONSTRUCTION SHALL ALSO BE REPAIRED.

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AutoCAD SHX TextNOTES: 1. ALL DIMENSIONS PROVIDED SHALL BE FIELD VERIFIED PRIOR TO PRODUCTION OF PRECAST ALL DIMENSIONS PROVIDED SHALL BE FIELD VERIFIED PRIOR TO PRODUCTION OF PRECAST CONCRETE DECK PANEL SHOP DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO EOR FOR REVIEW PRIOR TO CONSTRUCTION. 2. SEE S-1 FOR TRESTLE REPAIR REQUIREMENTS. REPAIR OF BEAMS, PILES, AND LATERAL SEE S-1 FOR TRESTLE REPAIR REQUIREMENTS. REPAIR OF BEAMS, PILES, AND LATERAL BRACING IS TO BE COMPLETED PRIOR TO INSTALLATION OF TRAIL SURFACE PANELS.

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AutoCAD SHX TextHANDRAIL POST W/ AUGERED POST FTG (TYP) -SEE DETAIL 5/S-5

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AutoCAD SHX TextLONGITUDINAL BRACING TO BE REPLACED AS SHOWN IN REPAIR PLAN ON S-1 (TYP)

AutoCAD SHX TextLONGITUDINAL BRACING TO BE REPLACED AS SHOWN IN REPAIR PLAN ON S-1 (TYP)

AutoCAD SHX Text38"x6"x24" EMBEDMENT PLATE @ CORNERS -SEE 1/S-3 (TYP)

AutoCAD SHX TextBASEPLATE FOR HSS2x2x "STL. 316"STL. HANDRAIL POST -SEE B/S-5 (TYP)

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AutoCAD SHX TextNEW 8 "x16" TIMBER 12"x16" TIMBER BEAMS (FIRST BAY ONLY)

AutoCAD SHX TextL6x4x " x8" CLIP ANGLE 38" x8" CLIP ANGLE (LLV & HDG) W/ (2) " 34" LAG SCREWS (HDG) -SEE 3/S-5 (TYP)

AutoCAD SHX Text38"x6"x24" x6"x24" EMBEDMENT PLATE -SEE 3/S-5 (TYP)

AutoCAD SHX TextL6x4x " x8" CLIP 38" x8" CLIP ANGLE (LLV & HDG) W/ (2) " ANCHORS (HDG)34" ANCHORS (HDG)

AutoCAD SHX Text#4 'U' BARS @ 16" OC

AutoCAD SHX TextEXISTING PILE TO BE CUT OFF BELOW GRADE AND CAPPED W/ NEW CONC. TURNDOWN FTG.

AutoCAD SHX TextFUTURE TRAIL SLAB

AutoCAD SHX Text12" EXPANSION JOINT

AutoCAD SHX Text±13'-0" TO MATCH TRAIL WIDTH






AutoCAD SHX Text(2) #4 CONT.

AutoCAD SHX TextHANDRAIL BASEPLATE W/ (4) " ANCHORS 12" ANCHORS-SEE DETAIL B/S-5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text6" CONC. SLAB ON GRADE W/ #4 @ 16" OC EA. WAY @ MID-DEPTH OF SLAB

AutoCAD SHX Text12" EXPANSION JOINT MATERIAL

AutoCAD SHX TextL6x4x " x 8" LONG 38" x 8" LONG (LLV & HDG) CLIP ANGLE @ EA. BEAM BEARING W/ (2) " THRU BOLTS & 34" THRU BOLTS &(2) " ANCHORS34" ANCHORS

AutoCAD SHX Text(2) #4 CONT. T&B @ PANEL EDGE (1 " COVER, TYP)12" COVER, TYP)

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX TextF

AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextC

AutoCAD SHX TextD

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AutoCAD SHX TextREV


AutoCAD SHX TextREV

AutoCAD SHX TextSHT

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AutoCAD SHX TextREV






AutoCAD SHX TextG

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text3

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AutoCAD SHX Text5

AutoCAD SHX TextG

AutoCAD SHX TextE

AutoCAD SHX TextD

AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextF



AutoCAD SHX TextSECTION DETAILS

AutoCAD SHX TextS-3



AutoCAD SHX TextWBB

AutoCAD SHX TextAM




AutoCAD SHX TextEXISTING 3x8 P.T. TRANSVERSE LATERAL BRACING

AutoCAD SHX TextEXISTING PILE (TYP)

AutoCAD SHX Text1" THRU BOLTAT EACH COLUMN FOR X-BRACING ON BOTH SIDES

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text5

AutoCAD SHX TextNOTE: 1. ORIGINAL COLUMN DIAMETER IS APPROXIMATELY 14". ORIGINAL COLUMN DIAMETER IS APPROXIMATELY 14". EACH OF THE (3) CENTER COLUMNS MUST HAVE MIN. 10" DIAMETER OF UNAFFECTED WOOD TO BE CONSIDERED ALLOWABLE. 2. APPLY PRESERVATIVE TREATMENT TO CUT ENDS AND APPLY PRESERVATIVE TREATMENT TO CUT ENDS AND NEW BOLT HOLES IN PILES AND LATERAL BRACES. 3. FILL ABANDONED BOLT HOLES AND ANY SURFACE FILL ABANDONED BOLT HOLES AND ANY SURFACE IRREGULARITIES WITH EPOXY RESIN SUCH AS SIKA BRAND 'SIKADUR' OR APPROVED EQUIVALENT. SUBMIT CHOICE OF EPOXY RESIN TO E.O.R. FOR APPROVAL PRIOR TO PERFORMING REPAIRS.

AutoCAD SHX TextEXISTING CONC. PILE CAP (TYP)

AutoCAD SHX Text4


AutoCAD SHX Text1

AutoCAD SHX Text%%UTRANSVERSE LATERAL BRACING ELEVATION


AutoCAD SHX TextS-4

AutoCAD SHX TextREPLACE 3x8 P.T. TRANSVERSE LATERAL BRACING BETWEEN PILES -SEE PLAN FOR LOCATIONS

AutoCAD SHX TextSEE SHEET S/5 FOR BRIDGE DETAILS

AutoCAD SHX TextNOTE: ALL HARDWARE USED FOR LATERAL BRACING TO BE HOT DIPPED GALVANIZED


AutoCAD SHX TextEXISTING 3x8 P.T. LONGITUDINAL LATERAL BRACING

AutoCAD SHX Text1" THRU BOLTAT COLUMN CONNECTION (TYP)

AutoCAD SHX Text1" THRU BOLTAT INTERSECTION (TYP)

AutoCAD SHX TextSEE SHEET S/5 FOR HAND RAIL DETAILS

AutoCAD SHX TextNOTE: ALL HARDWARE USED FOR LATERAL BRACING TO BE HOT DIPPED GALVANIZED


AutoCAD SHX Text2

AutoCAD SHX Text%%ULONGITUDINAL LATERAL BRACING ELEVATION


AutoCAD SHX TextS-4

AutoCAD SHX TextEXISTING PILE (TYP) -SEE 3/S-4 FOR PILE SPLICE

AutoCAD SHX TextEXISTING CONC. PILE CAP (TYP)

AutoCAD SHX TextREPLACE 3x8 P.T. LONGITUDINAL LATERAL BRACING BETWEEN ADJACENT BENTS -SEE PLAN FOR LOCATIONS

AutoCAD SHX Text3

AutoCAD SHX TextS-4

AutoCAD SHX Text3

AutoCAD SHX TextS-4

AutoCAD SHX TextNOTE: 1. ORIGINAL COLUMN DIAMETER IS APPROXIMATELY 14". ORIGINAL COLUMN DIAMETER IS APPROXIMATELY 14". EACH OF THE (3) CENTER COLUMNS MUST HAVE MIN. 10" DIAMETER OF UNAFFECTED WOOD TO BE CONSIDERED ALLOWABLE. 2. APPLY PRESERVATIVE TREATMENT TO CUT ENDS AND APPLY PRESERVATIVE TREATMENT TO CUT ENDS AND NEW BOLT HOLES IN PILES AND LATERAL BRACES. 3. FILL ABANDONED BOLT HOLES AND ANY SURFACE FILL ABANDONED BOLT HOLES AND ANY SURFACE IRREGULARITIES WITH EPOXY RESIN SUCH AS SIKA BRAND 'SIKADUR' OR APPROVED EQUIVALENT. SUBMIT CHOICE OF EPOXY RESIN TO E.O.R. FOR APPROVAL PRIOR TO PERFORMING REPAIRS.


AutoCAD SHX TextEXISTING PILE BASE

AutoCAD SHX Text12"x6"x24" PLATE (HDG)

AutoCAD SHX TextNOTCH EXISTING PILE FOR FLUSH PLATE

AutoCAD SHX Text(6) 1" THRU BOLTS W/(2) BOLTS INTO EACH SECTION OF SPLICE

AutoCAD SHX TextSECTION VIEW


AutoCAD SHX Text3

AutoCAD SHX Text%%UEXISTING PILE SPLICE REPAIR

AutoCAD SHX Text1"=1'-0"

AutoCAD SHX TextS-4

AutoCAD SHX TextNEW 14" PILE SPLICE

AutoCAD SHX Text12"x6"x24" PLATE (HDG) x6"x24" PLATE (HDG)

AutoCAD SHX Text(3) 1" THRU BOLTS(HDG) INTO TOP OF PILE

AutoCAD SHX Text(3) 1" SCREW ANCHORS(HDG) INTO EA. SIDE OF EXISTING CONC. PILE CAP

AutoCAD SHX TextNEW 14' PILE SPLICE

AutoCAD SHX TextEXISTING CONC. PILE CAP

AutoCAD SHX TextNEW LATERAL BRACE AS REQ'D -SEE PLAN ON S-2 & ELEVATIONS ON S-4

AutoCAD SHX TextSLOPE TOP OF CONC. BASE AWAY FROM PILE FOR DRAINAGE

AutoCAD SHX Text 1'-10" CONC. PILEBASE W/ #3 HOOPS @ 12" OC & (8) #3 VERT

AutoCAD SHX Text 1'-10' CONC. PILE BASE

AutoCAD SHX Text(8) #4 VERT

AutoCAD SHX TextNEW 14" PILE SPLICE

AutoCAD SHX Text12"x6"x24" PLATE (HDG)

AutoCAD SHX Text(6) 1" THRU BOLTS

AutoCAD SHX TextEXCAVATE DOWN 1'-6" MIN & CUT PILE TO BE SPLICED

AutoCAD SHX TextGRADE

AutoCAD SHX TextNOTE: 1. PILES NOTED AS DAMAGED ON PLAN TO BE PILES NOTED AS DAMAGED ON PLAN TO BE SPLICED AS SHOWN IN THIS DETAIL. 2. DEEPER EXCAVATION MAY BE REQUIRED DEEPER EXCAVATION MAY BE REQUIRED BASED ON CONDITIONS OF PILE AND GRADE. 3. OTHER ACCEPTABLE SOLUTIONS FOR DAMAGED OTHER ACCEPTABLE SOLUTIONS FOR DAMAGED PILES MINOR IN NATURE MAY UTILIZE STEEL SPLICE PLATES OR OTHER COMMON PILE REINFORCEMENT TECHNIQUES. ALTERNATIVES TO PROPOSED SPLICE REPAIR SOLUTIONS TO BE SUBMITTED TO E.O.R. FOR APPROVAL.

AutoCAD SHX Text#3 HOOPS @ 12" OC

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX TextF

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AutoCAD SHX TextA

AutoCAD SHX TextC

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AutoCAD SHX TextREV


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AutoCAD SHX TextE

AutoCAD SHX TextD

AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextF




AutoCAD SHX TextS-4



AutoCAD SHX TextWBB

AutoCAD SHX TextAM




AutoCAD SHX TextHANDRAIL POSTS -SEE 2/S-5 (TYP)

AutoCAD SHX TextNEW 6" PRECAST CONCRETE PANEL

AutoCAD SHX Text±10'-512"

AutoCAD SHX Text±10'-512"

AutoCAD SHX Text8 "x16" EXISTING TIMBER 12"x16" EXISTING TIMBER BEAMS STAGGERED -SEE PLAN

AutoCAD SHX TextL6x4x " x8" LONG 38" x8" LONG CLIP ANGLE (HDG) -SEE 1/S-3 (TYP)

AutoCAD SHX Text38"x6"x24" EMBEDMENT PLATE x6"x24" EMBEDMENT PLATE -SEE 3/S-5 (TYP)


AutoCAD SHX Text1

AutoCAD SHX Text%%UBRIDGE SECTION


AutoCAD SHX TextS-5

AutoCAD SHX Text(2) " x8" 34" x8"LAG SCREWS (HDG) -SEE 1/S-3 (TYP)

AutoCAD SHX TextPROVIDE GROUT BED @ IRREGULAR BEAMS FOR FULL BEARING CONTACT


AutoCAD SHX Text2

AutoCAD SHX Text%%UTYP. HANDRAIL SECTION


AutoCAD SHX TextS-5

AutoCAD SHX TextHSS2x2x " HANDRAIL POST316" HANDRAIL POST

AutoCAD SHX Text14" GALVANIZED STL. CABLE-SEE A/S-5

AutoCAD SHX Text38"x6" SQ. STL. BASEPLATE W/ (4) " ANCHORS 12" ANCHORS-SEE DETAIL B/S-5

AutoCAD SHX TextHSS2x2x " TOP RAIL316" TOP RAIL

AutoCAD SHX TextNOTE: CONTRACTOR TO FIELD VERIFY BEAM WIDTH PRIOR TO PRECAST CONSTRUCTION. IF WIDTH VARIES MORE THAN 2 " EMBED PLATES REQUIRE ADJUSTMENT.12" EMBED PLATES REQUIRE ADJUSTMENT.

AutoCAD SHX Text(2) #4 CONT. T&B @ PANEL EDGE (1 " COVER, TYP)12" COVER, TYP)

AutoCAD SHX TextSEE SPLICE DETAIL C/S-3

AutoCAD SHX TextSEE 1/S-3.0 FOR REINF.

AutoCAD SHX TextNEW 6" PRECAST CONCRETE PANEL W/ REINF PER 1/S-3

AutoCAD SHX TextSEE 3/S-5 FOR EMBEDMENT PLATE DETAILS

AutoCAD SHX TextHANDRAIL NOTES: 1. CONTRACTOR TO MOCK UP HANDRAIL SYSTEM FOR APPROVAL BY CONTRACTOR TO MOCK UP HANDRAIL SYSTEM FOR APPROVAL BY PATH FOUNDATION & OWNER PRIOR TO FABRICATION. 2. DURING FABRICATION, VERIFY RAILING FITMENT IN FIELD PRIOR TO DURING FABRICATION, VERIFY RAILING FITMENT IN FIELD PRIOR TO WELDING AND POWDER COATING. DRILL HOLES FOR ANCHORS PRIOR TO POWDER COAT. PROVIDE (1) REMOVABLE ANCHOR PER BASEPLATE FOR TEMPORARY SUPPORT AS REQ'D. 3. HANDRAIL SPLICES TO BE SPACED SUCH THAT HANDRAIL SECTIONS HANDRAIL SPLICES TO BE SPACED SUCH THAT HANDRAIL SECTIONS CAN BE POWDER COATED IN PANELS. MIN PANEL LENGTH TO BE ONE HANDRAIL "BAY" OR ±7'-0".4. ALL HANDRAIL POSTS AND TOP RAIL TO BE POWDER COATED ALL HANDRAIL POSTS AND TOP RAIL TO BE POWDER COATED BLACK AFTER FITMENT IS VERIFIED, CONNECTIONS ARE WELDED AND ANCHOR HOLES ARE DRILLED. DO NOT WELD RAILING AFTER POWDER COATING HAS BEEN APPLIED.

AutoCAD SHX TextHSS2x2x " HANDRAIL POST316" HANDRAIL POST

AutoCAD SHX Text(2) #4 CONT.

AutoCAD SHX TextGRADE

AutoCAD SHX TextTRAIL SLAB ON GRADE


AutoCAD SHX Text4

AutoCAD SHX Text%%UHANDRAIL POST @ TURNDOWN


AutoCAD SHX TextS-5

AutoCAD SHX TextSEE BASEPLATE DETAIL B/S-5

AutoCAD SHX TextL6x4x " x8" CLIP 38" x8" CLIP ANGLE (LLV & HDG) W/ (2) " LAG 34" LAGSCREWS (HDG)

AutoCAD SHX Text38"x6"x24" EMBEDMENT PLATE W/ (3) " x4" 12" x4"NELSON STUDS


AutoCAD SHX Text3

AutoCAD SHX Text%%UEMBEDMENT PLATE DETAIL


AutoCAD SHX TextS-5

AutoCAD SHX Text14

AutoCAD SHX TextSECTION VIEW

AutoCAD SHX TextBOTTOM VIEW

AutoCAD SHX Text38"x6"x24" EMBEDMENT PLATE W/ (3) " x4" 12" x4"NELSON STUDS


AutoCAD SHX TextA

AutoCAD SHX Text%%UCABLE TENSION ASSEMBLY

AutoCAD SHX Text1"=6"

AutoCAD SHX TextS-5

AutoCAD SHX TextHSS2x2 POST

AutoCAD SHX TextEYEBOLT

AutoCAD SHX TextTENSION CABLE TO 150LB MIN, CUT BOLT ENDS, & PROVIDE SMOOTH FINISH ACORN NUT

AutoCAD SHX Text14" GALVANIZEDSTEEL CABLE


AutoCAD SHX TextB

AutoCAD SHX Text%%UHANDRAIL BASEPLATE DETAIL


AutoCAD SHX TextS-5

AutoCAD SHX Text(4) " GALVANIZED 12" GALVANIZEDSIMPSON TITEN HD ANCHOR W/ 2 " EMBEDMENT14" EMBEDMENT

AutoCAD SHX Text38"x6" SQ. PLATE

AutoCAD SHX TextHSS2x2x " POST 316" POST -PROVIDE DRAINAGE HOLE AT BASE OF POST


AutoCAD SHX TextD

AutoCAD SHX Text%%UHAND RAIL CONNECTION DETAIL

AutoCAD SHX Text1 1/2"=1'-0"

AutoCAD SHX TextS-5


AutoCAD SHX TextC

AutoCAD SHX Text%%UHAND RAIL SPLICE DETAIL

AutoCAD SHX Text1 1/2"=1'-0"

AutoCAD SHX TextS-5

AutoCAD SHX TextHSS1 x1 x " 12x1 x " 12x " 316" INSERT FOR SPLICE

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextSHOP WELD AND GRIND SMOOTH FOR ARCH. FINISH WELDS

AutoCAD SHX TextSHOP DRILL HOLES FOR CABLE

AutoCAD SHX TextSECTION A-A

AutoCAD SHX TextDESIGN NOTE: MOCK UP TOP RAIL FITMENT & WELD PRIOR TO POWDER COATING

AutoCAD SHX TextSIDE VIEW


AutoCAD SHX Text5

AutoCAD SHX Text%%UHANDRAIL POST FOUNDATION


AutoCAD SHX TextS-5

AutoCAD SHX TextHSS2x2x " POST AND RAIL 316" POST AND RAIL -VERTICALS @ ±6'-6" MAX

AutoCAD SHX TextAUGERED HANDRAIL POST FOUNDATION

AutoCAD SHX TextSEE BASEPLATE DETAIL B/S-5

AutoCAD SHX Text14" GALVANIZEDSTEEL CABLE TENSIONED TO 150lb

AutoCAD SHX TextTOP CONNECTION -SEE D/S-5

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX TextF

AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextC

AutoCAD SHX TextD

AutoCAD SHX TextE





AutoCAD SHX TextREV


AutoCAD SHX TextREV

AutoCAD SHX TextSHT

AutoCAD SHX TextOF





AutoCAD SHX TextREV






AutoCAD SHX TextG

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX TextG

AutoCAD SHX TextE

AutoCAD SHX TextD

AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextF




AutoCAD SHX TextS-5



AutoCAD SHX TextWBB

AutoCAD SHX TextAM


FBACDEDRWNDATEAPPRDESCRIPTIONREVSE … · 2020. 10. 27. · = reinforcement = reinforcement req....

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Transcript of FBACDEDRWNDATEAPPRDESCRIPTIONREVSE … · 2020. 10. 27. · = reinforcement = reinforcement req....