CONSTRUCTIONISSUED FOR

SUN001JTAM-ST-50-202 0

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GCMP GRND GRTG HB HDPE HDWL HORIZ HP HR HT ID IJ LF LG LP LS LT MATL MAX MH MID MIN MISC MK MON MPS MSL N NG NS NTS O C O O OD OPNG OPP H PERP PJF PL PLTF POB PC PI PP PRC PT PWR LN PRELIM PROP. PS R RAD RB RCB RCP RD REBAR REF REQ'D R.O.W. RT L S SCH SHT SIM SQ

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GALVANIZED CORRUGATED METAL PIPE GROUND GRATING HIGH BANK HIGH DENSITY POLYETHYLENE PIPE HEADWALL HORIZONTAL HIGH POINT HANDRAIL HEIGHT INSIDE DIAMETER ISOLATION JOINT LINEAR FEET LONG, LENGTH LOW POINT LIGHT POLE LEFT MATERIAL MAXIMUM MANHOLE MIDDLE MINIMUM MISCELLANEOUS MARK MONUMENT MISCELLANEOUS PIPE SUPPORT MEAN SEA LEVEL NORTH NATURAL GROUND NEAR SIDE NOT TO SCALE ON CENTER OUT TO OUT OUTSIDE DIAMETER OPENING OPPOSITE HAND PERPENDICULAR PREFORMED JOINT FILLER PLATE PLATFORM POINT OF BEGINNING POINT OF CURVATURE POINT OF INTERSECTION POWER POLE POINT OF REVERSE CURVE POINT OF TANGENT POWER LINE PRELIMINARY PROPOSED PIPE SUPPORT RISER RADIUS REST BLOCK REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROAD REINFORCING BAR REFERENCE REQUIRED RIGHT-OF-WAY RIGHT ROAD CL RADIUS ARC LENGTH SOUTH SCHEDULE SHEET SIMILAR SQUARE

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SQ FT SS STA STD STM STIFF STL T&B TAN TBM TEMP THK THRD THRU TOE TB TOC TOCS TODG TOG TOS TYP U G UNO VERT W W W O WF WL WP WT WWF

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SQUARE FEET STAINLESS STEEL STATION STANDARD STORM SEWER LINE STIFFENER STEEL TOP & BOTTOM TANGENT TEMPORARY BENCH MARK TEMPORARY THICK, THICKNESS THREAD THROUGH TOE OF SLOPE TOP OF BANK TOP OF CONCRETE TOP OF CRUSHED STONE TOP OF DIRT GRADE TOP OF GROUT TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VERTICAL WEST WITH WITH OUT WIDE FLANGE WATERLINE WORK POINT WEIGHT WELDED WIRE FABRIC

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& AR APPROX ASPH BLDG BM BOC BOS BOT BB BOC BP BRKT BS C C C CJ CLR COL CONC CONN CONT CTR CTS CU FT CU YD CVR DET DG DIA DIAG DIM DN DWG DWL E EA EC EF EG EJ EL ENGR EQ EQUIP ER ESMT EW EXIST EXP FB FDN FF FG FIN FL FLG FOC FP FPF FS FT FTG GA GALV GAS GB GR

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AND ANCHOR ROD APPROXIMATE ASPHALT BUILDING BENCH MARK BOTTOM OF CONCRETE BOTTOM OF STEEL BOTTOM BOTTOM OF BANK BOTTOM OF CONCRETE BASE PLATE BRACKET BOTH SIDES CENTERLINE CENTER TO CENTER CONTROL JOINT CLEAR, CLEARANCE COLUMN CONCRETE CONNECTION CONTINUOUS CENTER CABLE TRAY SUPPORT CUBIC FEET CUBIC YARD COVER DETAIL DIRT GRADE DIAMETER DIAGONAL DIMENSION DOWN DRAWING DOWEL EAST EACH EDGE OF CONCRETE EACH FACE EXISTING GRADE EXPANSION JOINT ELEVATION ENGINEER EQUAL, EQUALLY EQUIPMENT EDGE OF ROAD EASEMENT EACH WAY EXISTING EXPANSION FLAT BAR FOUNDATION FINISHED FLOOR FINISHED GRADE FINISH FLOWLINE FLANGE FACE OF CONCRETE FIREPROOF FIREPROOF TOP FLANGE EXPOSED FAR SIDE FEET FOOTING GAUGE GALVANIZED GAS LINE GRADE BREAK GRADE

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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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FACILITY CODE OR ACCOUNT NO:

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CONSTRUCTION YEAR:

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DRAWN

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CHECK

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APPROVED

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BY

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DATE

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SCALE:

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APP'D

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CHK'D

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DATE

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BY

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DESCRIPTION

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REV

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REFERENCE DRAWINGS

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\02_Concrete\02_Drawings\SUN001JTAM-ST-50-202 GENERAL NOTES.dwg PLOTTED: 1/18/2021 2:30:45 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\02_Concrete\02_Drawings\SUN001JTAM-ST-50-202 GENERAL NOTES.dwg PLOTTED: 1/18/2021 2:30:45 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:30:45 PM PLOTTED BY: ----1/18/2021 2:30:45 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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BROWNSVILLE TERMINAL

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STRUCTURAL

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GENERAL NOTES

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CAMERON COUNTY, TEXAS

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NONE

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JMOORE

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12/09/20

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CH

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CH

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0

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ISSUED FOR CONSTRUCTION

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JM

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12/17/20

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LB

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CH

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STEEL NOTES: 1. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN STRICT ACCORDANCE WITH THW LATEST EDITION OF STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN STRICT ACCORDANCE WITH THW LATEST EDITION OF AISC PUBLICATION "MANUAL OF STEEL CONSTRUCTION". 2. CONTRACTOR SHALL FURNISH STRUCTURAL STEEL SHOP DRAWINGS, COMPLETE WITH INDIVIDUAL PIECE MARKS AND ERECTION CONTRACTOR SHALL FURNISH STRUCTURAL STEEL SHOP DRAWINGS, COMPLETE WITH INDIVIDUAL PIECE MARKS AND ERECTION DRAWINGS, FOR APPROVAL PRIOR TO FABRICATION. 3. PLATFORM SECTIONS TO BE FABRICATED AS INDIVIDUAL SHOP WELDED ASSEMBLIES TO GREATER EXTENT POSSIBLE. PLATFORM SECTIONS TO BE FABRICATED AS INDIVIDUAL SHOP WELDED ASSEMBLIES TO GREATER EXTENT POSSIBLE. CONTINUOUS 3/16" MINIMUM SIZED FILLETS WELDS TO BE USED AT ALL CONNECTIONS UNLESS NOTED OTHERWISE 4. BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE HALF THE TOTAL ALLOWABLE UNIFORM LOAD CAPACITY SHOWN BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE HALF THE TOTAL ALLOWABLE UNIFORM LOAD CAPACITY SHOWN IN PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION, FOR THE GIVEN BEAM, SPAN AND GRADE OF STEEL SPECIFIED 5. BRACING CONNECTIONS SHALL BE DESIGNED TO FULLY DEVELOP THE BRACING MEMBER IN COMPRESSION AND FOR A BRACING CONNECTIONS SHALL BE DESIGNED TO FULLY DEVELOP THE BRACING MEMBER IN COMPRESSION AND FOR A TENSION LOAD EQUAL IN MAGNITUDE TO THE MAXIMUM COMPRESSION CAPACITY OF THE MEMBER. HOWEVER, A MINIMUM OF 2 BOLTS IN SINGLE SHEAR & 3/8" THICK GUSSET PLATE SHALL BE USED. 6. STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36/A6/A992, UNLESS OTHERWISE NOTED. STEEL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36/A6/A992, UNLESS OTHERWISE NOTED. STEEL PIPE SECTIONS USED AS STRUCTURAL SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53, GRADE B, HAVING A MINIMUM TENSILE STRENGTH OF 60,000 PSI AND A MINIMUM YIELD POINT OF 36 KSI. 7. UNLESS OTHERWISE INDICATED, ALL FILLET WELDS SHALL BE 3/16" MINIMUM IN SIZE. UNLESS OTHERWISE INDICATED, ALL FILLET WELDS SHALL BE 3/16" MINIMUM IN SIZE. 8. ALL STRUCTURAL STEEL FABRICATION SHALL BE IMPRINTED WITH THE APPROPRIATE MARK NUMBER USING A STEEL STENCIL. ALL STRUCTURAL STEEL FABRICATION SHALL BE IMPRINTED WITH THE APPROPRIATE MARK NUMBER USING A STEEL STENCIL. 9. ALL STRUCTURAL STEEL & BOLTS SHALL BE GALVANIZED IN ACCORDANCE WITH GALVANIZED NOTES, UNLESS OTHERWISE ALL STRUCTURAL STEEL & BOLTS SHALL BE GALVANIZED IN ACCORDANCE WITH GALVANIZED NOTES, UNLESS OTHERWISE MARKED. 10. ALL BOLT HOLES SHALL BE REAMED TO REMOVE ANY EXCESS COATING BUILD-UP TO ALLOW FOR PROPER INSTALLATION OF ALL BOLT HOLES SHALL BE REAMED TO REMOVE ANY EXCESS COATING BUILD-UP TO ALLOW FOR PROPER INSTALLATION OF BOLTS. PROPER COATING THICKNESS SHALL REMAIN INTACT. 11. STRUCTURES ARE DESIGNATED AS STABLE UNITS AFTER ALL COMPONENT PARTS ARE IN PLACE. EACH CONTRACTOR SHALL STRUCTURES ARE DESIGNATED AS STABLE UNITS AFTER ALL COMPONENT PARTS ARE IN PLACE. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING, BRACING AND INSTALLATION AIDS TO ENSURE SAFETY AND STABILITY DURING ERECTION FOR ANY COMPONENT BEING INSTALLED. 12. ALL BOLTS ARE TO BE 3/4" DIA. ASTM A325, HEAVY HEX, UNLESS NOTED OTHERWISE. ALL BOLTS ARE TO BE 3/4" DIA. ASTM A325, HEAVY HEX, UNLESS NOTED OTHERWISE. 13. CONTRACTOR SHALL PROVIDE ALL HILTI HIT-RE 500 ANCHORS AND U-BOLTS WHEREVER SPECIFIED ON THE DRAWING. CONTRACTOR SHALL PROVIDE ALL HILTI HIT-RE 500 ANCHORS AND U-BOLTS WHEREVER SPECIFIED ON THE DRAWING.

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ABB.:

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DESCRIPTION.:

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ABB.:

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ABB.:

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GALVANIZING NOTES: A. BOLTS BOLTS 1. HOT-DIP GALVANIZING SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ASTM DESIGNATION A153 HOT-DIP GALVANIZING SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ASTM DESIGNATION A153 "STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIP) ON IRON ANO STEEL HARDWARE" AND A385 "STANDARD PRACTICE FOR PROVIDING HIGH-QUALITY ZINC COATINGS (HOT-DIP)". 2. ALL THREADS SHALL BE CLEANED WITH A THREAD CHASER AFTER GALVANIZING. ALL THREADS SHALL BE CLEANED WITH A THREAD CHASER AFTER GALVANIZING. B. FABRICATED ASSEMBLIES FABRICATED ASSEMBLIES 1. FABRICATION WELDS SHALL BE SAND BLASTED TO NEAR-WHITE METAL (SSPC-SP-10) PRIOR TO GALVANIZING. FABRICATION WELDS SHALL BE SAND BLASTED TO NEAR-WHITE METAL (SSPC-SP-10) PRIOR TO GALVANIZING. 2. HOT-DIP GALVANIZING SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ASTM DESIGNATION A1 23" HOT-DIP GALVANIZING SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ASTM DESIGNATION A1 23" STANDARD SPECIFICATION FOR ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS AND A385 "STANDARD PRACTICE FOR PROVIDING HIGH QUALITY ZINC COATINGS (HOT-DIP)". 3. ALL FIELD WELDS MADE ON GALVANIZED MATERIALS SHALL BE CLEANED TO NEAR-WHITE METAL AND COATED WITH 3 MILS ALL FIELD WELDS MADE ON GALVANIZED MATERIALS SHALL BE CLEANED TO NEAR-WHITE METAL AND COATED WITH 3 MILS OF "COLD-GALV" (PRESSURIZED SPRAY CONTAINER).

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REINFORCING STEEL: 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A615, LATEST REVISION, GRADE 60. 2. REBAR SPLICES SHALL BE MADE BY LAPPING BARS PER MINIMUM LAP LENGTHS GIVEN IN ACI 318 UNO ON REBAR SPLICES SHALL BE MADE BY LAPPING BARS PER MINIMUM LAP LENGTHS GIVEN IN ACI 318 UNO ON DESIGN DRAWINGS. CLASS B SPLICES SHALL BE USED. REBAR SHALL BE SUPPORTED OFF OF GROUND BY APPROVED CONCRETE BLOCKS OR METAL, FACTORY-MADE BAR SUPPORTS (CLASS 1 OR 2) 3. ALL REINFORCING STEEL SHALL BE BENT AND CUT BY CONTRACTOR AS SHOWN IN DRAWINGS. ALL REINFORCING STEEL SHALL BE BENT AND CUT BY CONTRACTOR AS SHOWN IN DRAWINGS. 4. REINFORCING BARS SHALL BE SUPPORTED, SPACED AND ACCURATELY SECURED IN PLACE BY BOLSTERS, REINFORCING BARS SHALL BE SUPPORTED, SPACED AND ACCURATELY SECURED IN PLACE BY BOLSTERS, SPACERS OR CHAIRS IN ACCORDANCE WITH SPECIFICATIONS FOR PLACING REINFORCEMENT AND FOR PLACING ACCESSORIES MEETING THE REQUIREMENTS OF THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: MINIMUM CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: A. CONCRETE DEPOSITED DIRECTLY AGAINST THE GROUND: 3 INCHES CLEAR. CONCRETE DEPOSITED DIRECTLY AGAINST THE GROUND: 3 INCHES CLEAR. B. CONCRETE EXPOSED TO EARTH OR WEATHER AFTER REMOVAL OF FORMS: 2 INCHES CLEAR FOR BARS #6 CONCRETE EXPOSED TO EARTH OR WEATHER AFTER REMOVAL OF FORMS: 2 INCHES CLEAR FOR BARS #6 AND LARGER AND 1 INCHES CLEAR FOR SMALLER BARS. 12 INCHES CLEAR FOR SMALLER BARS. 6. EMBEDDED STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, LATEST EDITION.EMBEDDED STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, LATEST EDITION.

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CLASS B CONTACT LAP SPLICE LENGTH FOR MINIMUM 4,000 PSI CONCRETE, MINIMUM 2" CONCRETE COVER AND BAR SPACINGS NOT LESS THAN 6" C/C.

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SPLICE LENGTH (INCHES)

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BAR SIZE

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TOP BARS

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OTHER BARS

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#3

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#4

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#5

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#6

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#8

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#11

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20

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48

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60

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12

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TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW THE BAR.

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ALL HORIZONTAL BARS IN CONCRETE WITH A VERTICAL DIMENSION MORE THAN 15" ARE CONSIDERED TO BE TOP BARS, EXCEPT FOR THE BOTTOM REBAR MAT, IF PLACED WITHIN 12" OF THE BOTTOM SURFACE OF CONCRETE ALL VERTICAL BARS ARE "OTHER BARS".

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PLATE WASHER

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ANCHOR ROD

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WASHER I.D.

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WASHER O.D. (MIN)

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WASHER THICKNESS (MIN)

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34"

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1316"

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2"

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14"

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78"

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1516"

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2 "12"

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1 " 14"

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1 "516"

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3"

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12"

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1 " 12"

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5"

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34"

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2 " 12"

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2 "916"

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5 "12"

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78"

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NON-SHRINKING GROUTING: 1. GROUT SHALL BE AS PER MECHANICAL SPECIFICATIONS UNLESS NOTED OTHERWISE. GROUT SHALL BE AS PER MECHANICAL SPECIFICATIONS UNLESS NOTED OTHERWISE. 2. GROUTING MATERIAL FOR MACHINERY AND EQUIPMENT SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR GROUTING MATERIAL FOR MACHINERY AND EQUIPMENT SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND SHALL BE EPOXY GROUT. 3. GROUTING FOR PIPE SUPPORTS AND GENERAL PURPOSE SHALL BE CEMENTITIOUS UNLESS NOTED OTHERWISE GROUTING FOR PIPE SUPPORTS AND GENERAL PURPOSE SHALL BE CEMENTITIOUS UNLESS NOTED OTHERWISE ON DESIGN DRAWING. CEMENTITIOUS GROUT SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 5000 PSI. 4. GROUT SHALL BE INSTALLED PER API RECOMMENDED PRACTICE 686, UNLESS NOTED OTHERWISE. GROUT SHALL BE INSTALLED PER API RECOMMENDED PRACTICE 686, UNLESS NOTED OTHERWISE. 5. GROUT SHALL HAVE A 1" x 45 CHAMFER UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.GROUT SHALL HAVE A 1" x 45° CHAMFER UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.

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ANCHOR RODS: 1. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36 WITH UNC-2A THREADS UNLESS NOTED ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36 WITH UNC-2A THREADS UNLESS NOTED OTHERWISE. 2. HEAVY HEX NUTS TO BE ASTM A563 GRADE DH OR ASTM A193 GRADE 2H. HEAVY HEX NUTS TO BE ASTM A563 GRADE DH OR ASTM A193 GRADE 2H. 3. STANDARD FLAT WASHER ARE TO BE ASTM F844 OR ASTM F436 (TYPE 1) USE ON BASE PLATE THICKNESS STANDARD FLAT WASHER ARE TO BE ASTM F844 OR ASTM F436 (TYPE 1) USE ON BASE PLATE THICKNESS LESS THAN 1 ". 14". . 4. PLATE WASHERS ARE TO BE USED ON BASE PLATE THICKNESS GREATER THAN 1 ", SEE CHART BELOW. PLATE WASHERS ARE TO BE USED ON BASE PLATE THICKNESS GREATER THAN 1 ", SEE CHART BELOW. 14", SEE CHART BELOW. 5. HARDENED STEEL BEVELED WASHER ARE TO BE ASTM F436 USE ON ALL BEAM FLANGES AND CHANNEL HARDENED STEEL BEVELED WASHER ARE TO BE ASTM F436 USE ON ALL BEAM FLANGES AND CHANNEL FLANGES UNLESS NOTED OTHERWISE. 6. ANCHOR RODS & HARDWARE SHALL BE GALVANIZED AS PER ASTM AS APPLICABLE UNLESS NOTED ANCHOR RODS & HARDWARE SHALL BE GALVANIZED AS PER ASTM AS APPLICABLE UNLESS NOTED OTHERWISE.

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CONCRETE AND CONCRETE CONSTRUCTION: 1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. UNLESS NOTED ON DRAWING, CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND UNLESS NOTED ON DRAWING, CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL CONFORM TO THE LATEST EDITION OF ASTM C150 FOR PORTLAND CEMENT AND ASTM C33, LATEST EDITION FOR AGGREGATE. IN ORDER TO PROVIDE RESISTANCE TO FREEZE-THAW DETERIORATION, PROVIDE 5 TO 7 % ENTRAINED AIR AND A WATER/CEMENT RATIO OF 0.50 OR LESS FOR EXPOSED CONCRETE AND 0.45 RATIO OR LESS FOR CONCRETE EXPOSED TO DEICERS, WITH THE COMPANY APPROVAL. 3. EXPOSED EDGES OF CONCRETE SHALL HAVE A 1" x 45° CHAMFER TO 6" BELOW GRADE UNLESS NOTED EXPOSED EDGES OF CONCRETE SHALL HAVE A 1" x 45° CHAMFER TO 6" BELOW GRADE UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. 4. CONTRACTOR TO VERIFY VENDOR EQUIPMENT DRAWINGS FOR ANCHOR ROD SIZE AND SPACING BEFORE POURING CONTRACTOR TO VERIFY VENDOR EQUIPMENT DRAWINGS FOR ANCHOR ROD SIZE AND SPACING BEFORE POURING CONCRETE. 5. IN PLACEMENT OF CONCRETE INTO FORMS, A VERTICAL DROP OF 3'-0" SHALL NOT BE EXCEEDED. IN PLACEMENT OF CONCRETE INTO FORMS, A VERTICAL DROP OF 3'-0" SHALL NOT BE EXCEEDED. 6. ANY EXCESS CONCRETE OR CHUTE CLEAN UP SHALL BE DEPOSITED AT A SITE DESIGNATED BY THE COMPANY ANY EXCESS CONCRETE OR CHUTE CLEAN UP SHALL BE DEPOSITED AT A SITE DESIGNATED BY THE COMPANY REPRESENTATIVE. COUNTY ROADS OR BORROW DITCHES SHALL NOT BE USED FOR THIS PURPOSE. 7. NEW CONCRETE SHALL HAVE FULL 7 DAYS OF CURE TIME IN ACCORDANCE WITH ACI 302. PRIOR TO RECEIVING NEW CONCRETE SHALL HAVE FULL 7 DAYS OF CURE TIME IN ACCORDANCE WITH ACI 302. PRIOR TO RECEIVING ANY LOADING UNLESS AUTHORIZED BY THE FIELD ENGINEER. 8. THE FINISHED SURFACE OF ALL EXPOSED CONCRETE WALK SURFACE SHALL BE GIVEN A "LIGHT BROOM" FINISH. THE FINISHED SURFACE OF ALL EXPOSED CONCRETE WALK SURFACE SHALL BE GIVEN A "LIGHT BROOM" FINISH. 9. ALL VERTICAL SURFACES ABOVE GRADE SHALL BE FREE OF HONEYCOMB AND RECEIVE A GROUT RUBBED FINISH. ALL VERTICAL SURFACES ABOVE GRADE SHALL BE FREE OF HONEYCOMB AND RECEIVE A GROUT RUBBED FINISH. 10. CONCRETE WORK PERFORMED BELOW 40 F SHALL BE DONE IN ACCORDANCE WITH ACI 306. CONCRETE WORK PERFORMED BELOW 40°F SHALL BE DONE IN ACCORDANCE WITH ACI 306.11. CONCRETE WORK PERFORMED ABOVE 90 F SHALL BE DONE IN ACCORDANCE WITH ACI 305. CONCRETE WORK PERFORMED ABOVE 90°F SHALL BE DONE IN ACCORDANCE WITH ACI 305.12. FLOWABLE FILL SHALL BE IN ACCORDANCE WITH ACI 229R, LATEST EDITION, "CONTROLLED LOW-STRENGTH FLOWABLE FILL SHALL BE IN ACCORDANCE WITH ACI 229R, LATEST EDITION, "CONTROLLED LOW-STRENGTH MATERIAL". IT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI IN ACCORDANCE WITH ASTM D4832 AND SHALL HAVE A MINIMUM FLOWABILITY OF 6 INCHES IN ACCORDANCE WITH ASTM D6103.

Top pipe elv 7.51 ft-7.74 ft to top 8in pipe from ng shotsTop pipe elv 7.51 ft

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-7.74 ft to top 8in pipe from ng shots

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311209.845UTILITY_METERELECTRIC0

BW20201026G

311219.989UTILITY_PULLBOX

CENTERELECTRIC014" X 36"

BW20201026G


73

AT POST

BW20201026G


83

AT POST

BW20201028G


BW20201028G


BW20201028G


BW20201028G


BW20201028G


7

AT POST

BW20201028G


7

AT POST

BW20201028G


BW20201028G


BW20201028G

3206410.887TOE

BW20201028G

3206511.023TOE

BW20201028G

3206610.906TOE

BW20201028G

3206710.569TOE

BW20201028G

3206811.095TOE

BW20201028G

3206910.962TOE

BW20201028G

3207010.934TOE

BW20201028G

3207114.608TOPSPOIL PILE

BW20201028G

3207214.468TOPSPOIL PILE

BW20201028G


7

AT POSTEND

BW20201028G

320749.464TOE

BW20201028G

320759.689TOE

BW20201028G

320769.120TOE

BW20201028G

3207710.000TOE

BW20201028G

3207810.390TOE

BW20201028G


BW20201028G


BW20201028G3208110.200NATURAL_GROUND

BW20201028G


BW20201028G


BW20201028G


7

AT POST

BW20201028G


BW20201028G


83

AT POST

BW20201028G


83

CORNER

BW20201028G


63

CORNER

BW20201028G


63

AT POST

BW20201028G


BW20201028G


BW20201028G


BW20201028G


BW20201028G


BW20201028G


BW20201028G

320969.815GATECHAINLINK WITH BARB

NOOPEN - DID NOT SHUT

BW20201028G

320979.844GATECHAINLINK WITH BARB

YESOPEN - DID NOT SHUT

BW20201028G


83

AT POSTEND/CUT

BW20201028G

321088.169TOPDRAIN

BW20201028G

321097.505CENTERLINE_WATERWAY

DITCH03

BW20201028G

321108.228TOPDRAIN

BW20201028G

321118.247TOPDRAIN

BW20201028G

321128.331TOPDRAIN

BW20201028G


DITCH03

BW20201028G


DITCH03

BW20201028G

321158.305TOPDRAIN

BW20201028G

321167.895TOPDRAIN

BW20201028G

321178.570TOPDRAIN

BW20201028G

321188.048TOPDRAIN

BW20201028G


DITCH03

BW20201028G

321208.009VALVEUNKNOWNTOP CENTER OF VALVE

00

00

00

WATER

BW20201028G

321948.869CENTERLINE_ROAD

CITYHARBOR22ASPHALTBORE

BW20201028G

3219710.132WALLRETAININGTOP FACECONCRETE01.5

HARBOR

BW20201028G


63

AT POST

BW20201028G


63

CORNER

BW20201028G

322009.337FIRE_HYDRANT0

BW20201028G

322019.876GATEMECHANICALNO

LOCKED - NO ACCESS

BW20201028G

322029.805GATEMECHANICALYESLOCKED - NO ACCESS

BW20201028G


63

CORNER

BW20201028G


63

CORNER

BW20201028G


63

CORNER

BW20201028G


63

CORNER

BW20201028G

322078.103WALLRETAININGTOP FACECONCRETE01.5

HARBOR

BW20201028G



BW20201028G


SEE PICTURE

BW20201028G


SEE PICTURE

BW20201028G


SEE PICTURE

BW20201028G


SEE PICTURE

BW20201028G

322208.163WALLRETAININGTOP FACECONCRETE0

1.5HARBOR

BW20201028G



BW20201028G



BW20201028G

322368.142WALLRETAININGTOP FACECONCRETE0

1.5HARBOR

BW20201028G

3223710.225STRUCTUREINDUSTRIAL

CORNERMOORING

BW20201028G


CORNERMOORING

BW20201028G


EDGEMOORING

BW20201028G


EDGEMOORING

BW20201028G

322418.228TOP

BW20201028G

322428.625TOP

BW20201028G


63

AT POSTEND

BW20201028G


CORNERSTEEL WALKWAY ACROSS HARBOR

BW20201028G



BW20201028G



BW20201028G



BW20201028G

322488.083FIRE_HYDRANT0

BW20201028G


00

00

00

WATER

BW20201028G

322509.018STRUCTUREINDUSTRIALEDGEOVERHEAD RACK

BW20201028G


FIELD ROAD0

12DIRTBORE

BW20201028G


FIELD ROAD0

12DIRTBORE

BW20201028G


FIELD ROAD0

12DIRTBORE

BW20201028G


FIELD ROAD0

12DIRTBORE

BW20201028G

3341911.116STRUCTUREOTHER (SEE NOTES)

CORNERPROPOSED RACK MARK ON PIPE

BW20201102G


CORNERPROPOSED RACK WOOD STAKE

BW20201102G

3346517.526RISERTOP08

BW20201102G

3346617.459RISERTOP08

BW20201102G

3346717.441RISERTOP08

BW20201102G

3346817.419RISERTOP08

BW20201102G

3346917.768WELDFABRICATIONPH 20

BLUEWING

0

BW20201102G

3347017.742WELDFABRICATIONPH 20

BLUEWING0

BW20201102G

3347117.950FLANGETOP CENTEROTHER (SEE NOTES)

08

BLUEWING

BW20201102G

3347217.870WELDFABRICATIONDIESEL0

BLUEWING ROYAL0

BW20201102G

3347317.831WELDFABRICATIONDIESEL0

BLUEWING ROYAL0

BW20201102G


08

BLUEWING ROYAL

BW20201102G

3347517.863WELDFABRICATIONJET FUEL0

BLUEWING

0

BW20201102G

3347617.895WELDFABRICATION0

0BLUEWING ONE

0

BW20201102G


0BLUEWING ONE

0

BW20201102G


08

BLUEWING ONE

BW20201102G

3347917.386RISERTOP08

BW20201102G

3348017.312RISERTOP0

8

BW20201102G


00

0

BW20201102G


00

0

BW20201102G


08

BW20201102G

3348417.837WELDFABRICATIONLUBE OIL0

0

0

BW20201102G

3348517.755WELDFABRICATIONLUBE OIL0

0

0

BW20201102G


08

BW20201102G

3348720.019VALVEOTHER (SEE NOTES)

TOP CENTER OF VALVE

00

00

00

BW20201102G


TOP CENTER OF VALVE

00

00

00

BW20201102G


TOP CENTER OF VALVE

00

00

00

BW20201102G


TOP CENTER OF VALVE

00

00

00

BW20201102G


TOP CENTER OF VALVE

00

00

00

BW20201102G


TOP CENTER OF VALVE

00

00

00

BW20201102G


EDGEPILING LEVEL 2

BW20201102G

3349524.800STRUCTUREINDUSTRIALCORNER

BW20201102G


CORNER

BW20201102G

3349724.444STRUCTUREINDUSTRIALCORNER

BW20201102G


ON PEIR

BW20201102G


ON PEIR

BW20201102G


CENTER 24IN STEELPILE

BW20201102G

335529.591PROPOSED_PI

BW20201103G


012

REMOVED SECTION FOR PILE/ CAPP

BW20201105G


BW20201105G


BW20201105G

337269.432FENCECHAINLINK7

AT POST

BW20201105G

337279.236FENCECHAINLINK7

AT POSTEND

BW20201105G


BW20201105G


BW20201105G


BW20201105G

337648.198WALLRETAININGTOP BACKCONCRETE0

1.5

BW20201105G


00

120

00

BW20201105G


012

BW20201105G


73

AT POST

BW20201106G

LAT: N25.95909649

LONG: W97.38230373

TXSZ, NAD83, USFTN: 16,512,093.40E: 1,351,523.00

322078.103WALLRETAININGTOP FACECONCRETEHARBOR

BW20201028G


CITYHARBORASPHALT

SUN001JTAM-ST-51-201 1CONSTRUCTIONISSUED FOR

AutoCAD SHX Text

GV

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D

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Y

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H

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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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DRAWN

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CHECK

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APPROVED

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BY

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SCALE:

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APP'D

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CHK'D

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DATE

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BY

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DESCRIPTION

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REV

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-51-201 SITE PLAN-DOCK BRIDGE.dwg PLOTTED: 1/18/2021 2:31:21 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-51-201 SITE PLAN-DOCK BRIDGE.dwg PLOTTED: 1/18/2021 2:31:21 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:31:21 PM PLOTTED BY: ----1/18/2021 2:31:21 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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SITE PLANS

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SITE PLAN-DOCK BRIDGE

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NONE

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JMOORE

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12/09/20

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CH

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CH

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0

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JM

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12/17/20

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LB

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CH

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1

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REVISED AS NOTED

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JM

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01/06/21

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CK

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CH

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E 3+00'

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E 4+00'

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E 5+00'

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E 6+00'

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E 7+00'

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E 8+00'

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E 2+00'

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E 1+00'

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N 1+00'

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N 2+00'

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N 3+00'

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N 4+00'

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N 5+00'

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N 6+00'

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SEE BRIDGE FDN. DWG SUN001JTAM-ST-51-202 SEE BRIDGE STEEL DETAILS ON DWG SUN001JTAM-ST-54-201

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EXISTING BRIDGE

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PROPOSED NEW BRIDGE

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REF. COORD. LAT: N25.95954078 LONG: W97.38242473 TXSZ, NAD83, USFT N. 16,512,254.54 E. 1,351,481.81

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AutoCAD SHX Text

WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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DRAWN

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CHECK

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APPROVED

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BY

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DATE

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SCALE:

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APP'D

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CHK'D

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DATE

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BY

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DESCRIPTION

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REV

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REFERENCE DRAWINGS

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-51-202 FOUNDATION PLAN.dwg PLOTTED: 1/18/2021 2:31:35 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-51-202 FOUNDATION PLAN.dwg PLOTTED: 1/18/2021 2:31:35 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:31:35 PM PLOTTED BY: ----1/18/2021 2:31:35 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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SITE PLANS

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FOUNDATION PLAN

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NONE

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JMOORE

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01/05/21

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CH

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CH

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0

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JM

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01/06/21

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CK

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1

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REVISED AS NOTED

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JM

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01/18/21

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CK

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A

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B

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1

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2

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3

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4

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EXISTING 24" PIPE PILE

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EXIST. FDN.

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PLAN VIEW DOCK BRIDGE FOUNDATION SCALE: " = 1'-0" 14" = 1'-0"

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EXIST. NORTHEAST BRIDGE

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EXIST. SOUTHEAST BRIDGE

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45'-0" (FIELD VERIFY)

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EXIST. FDN.

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NORTH DOCK BRIDGE FDN. SUN001JTAM-ST-51-201SUN001JTAM-ST-51-201

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SOUTH DOCK BRIDGE FDN. SUN001JTAM-ST-51-201SUN001JTAM-ST-51-201

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EXISTING 24" PIPE PILE

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ROAD

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EXISTING RAIL ROAD

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EXISTING ROAD

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1


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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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APPROVED

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BY

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SCALE:

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APP'D

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-52-201 BRIDGE FOUNDATION DETAIL.dwg PLOTTED: 1/18/2021 2:31:40 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-52-201 BRIDGE FOUNDATION DETAIL.dwg PLOTTED: 1/18/2021 2:31:40 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:31:40 PM PLOTTED BY: ----1/18/2021 2:31:40 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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CONCRETE DETAILS

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BRIDGE FOUNDATION DETAILS

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NONE

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JMOORE

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01/05/21

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CH

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CH

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0

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JM

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01/06/21

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CH

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CH

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1

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REVISED AS NOTED

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JM

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01/18/21

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CK

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CH

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COL

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(2) 1 " 14" A. BOLTS

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FDN & 24" PILE (EXIST.)

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A

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A

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FDN

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DRILL AND EPOXY #8 DOWELS @9" O.C., 12" INTO EXISTING CONCRETE

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CHIP EXISTING CONCRETE SURFACE TO MIN "-AMPLITUDE ROUGHNESS 14"-AMPLITUDE ROUGHNESS AND CLEAN ALL DUST FROM SURFACE PRIOR TO DOWELING AND POURING OF NEW CONCRETE

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SCALE: 1"=1'-0"

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A

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SECTION

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-

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PLAN VIEW NORTH & SOUTH DOCK BRIDGE FOUNDATIONS SCALE: " = 1'-0" 12" = 1'-0"

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(FOR LOCATION AND ORIENTATION SEE DWG SUN001JTAM-ST-51-202) ) (2) REQ'D.

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24" PIPE PILE (EXIST)

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#4 @ 12" C/C

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SOUTH FDN TOC EL +8.79' NORTH FDN TOC EL +10.00' (FIELD VERIF.)

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B

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B

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SCALE: 1"=1'-0"

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B

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SECTION

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-

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24" PIPE PILE (EXIST)

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#4 @ 12" C/C

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A. BOLT SEE DETAIL THIS DWG,

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DRILL AND EPOXY (4) #8 DOWELS 12" DEEP INTO EXISTING CONCRETE. USING HILTI RE 500 OR EQUIVALENT, DOWELS SHALL BE 5'-0" LONG EACH

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ANCHOR BOLT DETAIL

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SCALE: NTS

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PLATE WASHER 34"X6"X6" W/ 1 " 516" HOLE IN CENTER

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TACK WELD

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LEVELING NUT

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1 " 6 UNC-2A 14" 6 UNC-2AASTM A449 H.D.G. THREADED ROD

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ADD (3) #6 BARS (TOP, MID, BOTTOM) AT EACH END OF FOUNDATION

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NOTES: 1. FOR GENERAL NOTES SEE DWG. SUN001JTAM-ST-50-202 FOR GENERAL NOTES SEE DWG. SUN001JTAM-ST-50-202 SUN001JTAM-ST-50-202 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND COORDINATES PRIOR TO CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND COORDINATES PRIOR TO FABRICATION AND INSTALLATION. 3. WATER SHALL BE DIVERTED AWAY FROM FOUNDATION. NO WATER PONDING WILL BE WATER SHALL BE DIVERTED AWAY FROM FOUNDATION. NO WATER PONDING WILL BE ALLOWED NEAR FOUNDATION. 4. TOC SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PORT OF BROWNSVILLE TOC SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PORT OF BROWNSVILLE FIELD REPRESENTATIVE PRIOR TO POURING CONCRETE FOUNDATIONS.

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SOUTH FDN TOC EL +8.79' NORTH FDN TOC EL +10.00' (FIELD VERIF.)

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ASTM F436 CIRCULAR WASHER

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C

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C

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SEE SECTION B THIS SHEET FOR REINFORCEMENT

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EXISTING 24" PILE

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EXISTING SOUTH PIPE BRIDGE FDN.

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SCALE: 1"=1'-0"

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C

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SECTION

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-

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#8 DOWELS

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ASTM A536 HEAVY HEX NUT (TYP)

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1


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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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DRAWN

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CHECK

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APPROVED

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BY

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SCALE:

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APP'D

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-201 PLAN VIEW DOCK BRIDGE STEEL.dwg PLOTTED: 1/18/2021 2:31:46 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-201 PLAN VIEW DOCK BRIDGE STEEL.dwg PLOTTED: 1/18/2021 2:31:46 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:31:46 PM PLOTTED BY: ----1/18/2021 2:31:46 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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STEEL DETAILS

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DOCK BRIDGE-STEEL PLAN VIEW & ELEVATION

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NONE

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JMOORE

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12/09/20

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CH

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CH

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0

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JM

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12/17/20

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LB

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CH

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1

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REVISED AS NOTED

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JM

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01/18/21

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CK

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CH

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1

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2

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A

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B

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(EXIST.) TRUSS & (EXIST) COL'S

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TRUSS & COL'S

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PLAN VIEW DOCK BRIDGE AT TOS EL. 40'-11 " (+40.96') 12" (+40.96') SCALE: " = 1'-0" 12" = 1'-0"

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L5X5X5/16 (-4'-8")

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4

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NOTES: 1. FOR GENERAL NOTES SEE DWG. SUN001JTAM-ST-50-202 FOR GENERAL NOTES SEE DWG. SUN001JTAM-ST-50-202 SUN001JTAM-ST-50-202 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND COORDINATES PRIOR TO FABRICATION AND INSTALLATION. 3. ALL STEEL SHALL BE GALVANIZED.ALL STEEL SHALL BE GALVANIZED.

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BEAM & COL'S

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OPP HAND

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(FOR LOCATION AND ORIENTATION SEE DWG SUN001JTAM-ST-51-201) ) (ONE) REQ'D.

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2

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TYP

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3

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TYP

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5

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TYP

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TRUSS

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W12X65

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W12X65 (-4'-8") W12X35 (-13'-0")

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(EXIST) TRUSS

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W12X35 (-4'-8")

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W12X35

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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TYP EA. END

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TYP EA. END

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(EXIST) TRUSS

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20'-0"

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20'-0"

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BEAM & COL'S

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BEAM & COL'S

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BEAM & COL'S

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3

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4

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TRUSS

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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L5X5X5/16 (-4'-8")

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L5X5X5/16

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W12X35 (-4'-8")

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W12X35

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W12X35 (-4'-8")

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W12X35

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W12X35 (-4'-8")

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W12X35

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W12X35 (-4'-8")

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W12X35

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W12X35

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W12X35

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W12X35

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W12X35

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W12X35 (-4'-8")

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W12X35

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W12X65

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W12X65 (-4'-8") W12X35 (-13'-0")

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W12X65

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W12X65 (-4'-8") W12X35 (-13'-0")

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W12X65

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W12X65 (-4'-8") W12X35 (-13'-0")

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W12X65

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W12X65 (-4'-8") W12X35 (-13'-0")

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1

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2

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3

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4

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ELEVATION AT COL ROW B SCALE: " = 1'-0"38" = 1'-0"

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1

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2

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3

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4

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TYP

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(EXIST) STEEL

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W12X65

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W12X65

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W12X65

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W12X65

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TOS EL 23'-3 " 12" (+23.29')

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TOS EL 36'-3 " 12" (+36.29')

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TOS EL 40'-11 " 12" (+40.96')

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9

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54-210

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6

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7

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8

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BEAMS & COL

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BEAMS & COL

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BEAMS & COL

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BEAMS & COL

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W12X65

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W12X65

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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W12X35

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54-210

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6

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54-210

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54-210

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6

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WT6X25

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WT6X25

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WT6X25

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WT6X25

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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(2) L3X3X3/8

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BASE PL EL 8'-9 " 12" (+8.79')

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BASE PL EL 6'-9 " 12" (+6.79')

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BASE PL EL 10'-0" (+10.00')

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11

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54-210

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12

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54-210

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TYP

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10

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54-210

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TYP

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13

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54-210

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WP

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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OPP HAND

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8

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54-210

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OPP HAND

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7

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54-210

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OPP HAND

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TYP EA. END

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TYP EA. END

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TYP

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22

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54-211

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20

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TYP

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54-211

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21

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54-211

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(2) L3 "X3 "X " 12"X3 "X " 12"X " 38" (TYP)

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1

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1

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6

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54-211

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OPP HAND

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1

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1

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1

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1

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1

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1


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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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DRAWN

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CHECK

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-202 DOCK BRIDGE STEEL ELEVATIONS.dwg PLOTTED: 1/18/2021 2:31:53 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-202 DOCK BRIDGE STEEL ELEVATIONS.dwg PLOTTED: 1/18/2021 2:31:53 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:31:53 PM PLOTTED BY: ----1/18/2021 2:31:53 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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STEEL DETAILS

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DOCK BRIDGE-STEEL ELEVATIONS

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NONE

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JMOORE

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12/09/20

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CH

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CH

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0

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JM

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12/17/20

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LB

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CH

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1

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JM

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01/18/21

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CK

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CH

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B

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A

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BEAM & COL'S

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(EXIST) BEAM & (EXIST) COL'S

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20'-0"

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20'-0"

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ELEVATION AT COL ROW 1 SCALE: " = 1'-0"38" = 1'-0"

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1

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54-210

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WP

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(EXIST) W12X65

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W12X65

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W12X65

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W12X65

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W12X35

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TYP

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10

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54-210

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15

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54-211

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14

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54-211

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16

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54-211

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54-211

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17

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19

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54-211

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18

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54-211

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TOS EL 23'-3 " 12" (+23.29')

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TOS EL 36'-3 " 12" (+36.29')

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TOS EL 40'-11 " 12" (+40.96')

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BASE PL EL 10'-0" (+10.00')

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B

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A

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BEAM & COL'S

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20'-0"

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20'-0"

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ELEVATION AT COL ROW 2 SCALE: " = 1'-0"38" = 1'-0"

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1

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54-210

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WP

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(EXIST) W12X65

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W12X65

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W12X65

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W12X65

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W12X35

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TYP

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54-210

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54-211

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54-211

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54-211

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54-211

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54-211

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54-211

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TOS EL 23'-3 " 12" (+23.29')

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TOS EL 36'-3 " 12" (+36.29')

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TOS EL 40'-11 " 12" (+40.96')

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BASE PL EL 8'-9 " 12" (+8.79')

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B

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A

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BEAM & COL'S

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20'-0"

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20'-0"

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ELEVATION AT COL ROW 3 & 4 SCALE: " = 1'-0"38" = 1'-0"

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1

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54-210

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WP

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(EXIST) W12X65

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W12X65

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W12X65

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W12X65

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W12X35

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TYP

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54-210

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54-211

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54-211

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54-211

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54-211

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54-211

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54-211

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TOS EL 23'-3 " 12" (+23.29')

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TOS EL 36'-3 " 12" (+36.29')

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TOS EL 40'-11 " 12" (+40.96')

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BASE PL EL 6'-9 " 12" (+6.79')

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

AutoCAD SHX Text

(2) L5X3 X 12X 516

AutoCAD SHX Text

(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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(2) L5X3 X 12X 516

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15

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14

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16

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17

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18

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10

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19

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15

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14

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16

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17

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18

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10

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19

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23

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54-210

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23

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54-210

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23

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54-210

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1

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1

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1

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1

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1

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1

DETAIL


PL 1/2"

WP

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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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DRAWN

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APPROVED

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APP'D

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CHK'D

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-210 CONNECTION DETAILS.dwg PLOTTED: 1/18/2021 2:31:58 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-210 CONNECTION DETAILS.dwg PLOTTED: 1/18/2021 2:31:58 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:31:58 PM PLOTTED BY: ----1/18/2021 2:31:58 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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STEEL DETAILS

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NONE

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JMOORE

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12/09/20

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CH

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CH

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0

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AutoCAD SHX Text

JM

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12/17/20

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LB

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CH

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SCALE: 1"=1'-0"

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A

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SECTION

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-

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L5X5X5/16 (TYP)

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WP

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B-U2

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PL 1/2"

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PL 1/2"

AutoCAD SHX Text

WT6X25

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3/8

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3/8

AutoCAD SHX Text

3/8

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1/2" PL

AutoCAD SHX Text

L5X5X5/16 (TYP)

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W12 x 35

AutoCAD SHX Text

WT6X25

AutoCAD SHX Text

WP

AutoCAD SHX Text

PL 1/2"x1'-0" x1'-0 "18"

AutoCAD SHX Text

WP

AutoCAD SHX Text

(3) 3/4" BOLTS

AutoCAD SHX Text

L3 X3 X3/8 (TYP)12X3 X3/8 (TYP)12X3/8 (TYP)

AutoCAD SHX Text

W12X65

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BRIDGE TRUSS

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W12X35

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W12 x 35

AutoCAD SHX Text

WT6X25

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W12X35

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W12 x 35

AutoCAD SHX Text

WP

AutoCAD SHX Text

1"

AutoCAD SHX Text

1 3/8"

AutoCAD SHX Text

(2) 3/4" BOLTS (TYP)

AutoCAD SHX Text

11"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

COPE FLANGE AS REQUIRED

AutoCAD SHX Text

PLATE 1"x1'-4"x1'-4" (TYP.)

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PLATE & COL.

AutoCAD SHX Text

5/16

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(12) 3/4" BOLTS

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3/8

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SCALE: 1"=1'-0"

AutoCAD SHX Text

6

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DETAIL

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54-201

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SCALE: 1"=1'-0"

AutoCAD SHX Text

7

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DETAIL

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54-201

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SCALE: 1"=1'-0"

AutoCAD SHX Text

8

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DETAIL

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54-201

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SCALE: 1"=1'-0"

AutoCAD SHX Text

1

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DETAIL

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54-201 & 202

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SCALE: 1"=1'-0"

AutoCAD SHX Text

2

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DETAIL

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54-201

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SCALE: 1"=1'-0"

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3

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DETAIL

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54-201

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SCALE: 1"=1'-0"

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4

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DETAIL

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54-201

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SCALE: 1"=1'-0"

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5

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DETAIL

AutoCAD SHX Text

54-201

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SCALE: 1"=1'-0"

AutoCAD SHX Text

B

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SECTION

AutoCAD SHX Text

-

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SCALE: 1"=1'-0"

AutoCAD SHX Text

9

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DETAIL

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54-201

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SCALE: 1"=1'-0"

AutoCAD SHX Text

11

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DETAIL

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54-201

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SCALE: 1"=1'-0"

AutoCAD SHX Text

12

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DETAIL

AutoCAD SHX Text

54-201

AutoCAD SHX Text

1 "38"

AutoCAD SHX Text

1 "38"

AutoCAD SHX Text

3 "58"

AutoCAD SHX Text

3 "58"

AutoCAD SHX Text

WT6 x 25

AutoCAD SHX Text

PL 3/8"

AutoCAD SHX Text

TYP

AutoCAD SHX Text

(2) L3x3x3/8 (TYP)

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

W12X35 BEYOND

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

5

AutoCAD SHX Text

2.5

AutoCAD SHX Text

6

AutoCAD SHX Text

TYP

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(2)L5x5x1/2x5'-3"L5x5x1/2x5'-3"

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5

AutoCAD SHX Text

TYP

AutoCAD SHX Text

B-U2

AutoCAD SHX Text

3/4" BOLTS

AutoCAD SHX Text

PL 3/8"

AutoCAD SHX Text

CUT O.S. LEG @ 45°

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PL 3/8"

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WT6X25

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WP

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1/4

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B-U2

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1" RETURNS

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TYP

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5/16

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2.5

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6

AutoCAD SHX Text

B-U2

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WP

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PL 3/8"

AutoCAD SHX Text

(2) L3X3X3/8 (TYP)

AutoCAD SHX Text

WT6 x 25

AutoCAD SHX Text

1" RETURNS

AutoCAD SHX Text

TYP

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

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(2)L3x3x3/8L3x3x3/8

AutoCAD SHX Text

2

AutoCAD SHX Text

4

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(2) L3 X3 X3/8 12X3 X3/8 12X3/8 (TYP)

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W12X35 BEYOND

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1" RETURNS

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TYP

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1" RETURNS

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TYP

AutoCAD SHX Text

2

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4

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2.5

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6

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(2) L3 X3 X3/8 (TYP) 12X3 X3/8 (TYP) 12X3/8 (TYP)

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W12X35 BEYOND

AutoCAD SHX Text

CUT O.S. LEG

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@ 45°

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1" RETURNS

AutoCAD SHX Text

6

AutoCAD SHX Text

2.5

AutoCAD SHX Text

1" RETURNS

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TYP

AutoCAD SHX Text

(2) L3 X3 X3/8 (TYP)12X3 X3/8 (TYP)12X3/8 (TYP)

AutoCAD SHX Text

CUT O.S. LEG @ 45°

AutoCAD SHX Text

B-U2

AutoCAD SHX Text

WP

AutoCAD SHX Text

CUT O.S. LEG @ 45°

AutoCAD SHX Text

PL 3/8"

AutoCAD SHX Text

WT6X25

AutoCAD SHX Text

(2) L3X3X3/8 (TYP)

AutoCAD SHX Text

B-U2

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5/16

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W12X65

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3/4" BOLTS

AutoCAD SHX Text

WP

AutoCAD SHX Text

(2) L5X3 X5/16X0'-9" 12X5/16X0'-9" (TYP)

AutoCAD SHX Text

TYP

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

SEAL WELD

AutoCAD SHX Text

PL 1/2"X1'-0"X1'-0 "18"

AutoCAD SHX Text

W12 x 65

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

NOTE: ALIGN ALL GUSSET PLATES/MEMBERS WITH COLUMN.

AutoCAD SHX Text

SEE DETAIL 6 THIS SHEET FOR TRUSS CONNECTION (OPP HAND)

AutoCAD SHX Text

(2) L5X3 X5/16X0'-9" 12X5/16X0'-9" (TYP)

AutoCAD SHX Text

3/4" BOLTS

AutoCAD SHX Text

SEAL WELD

AutoCAD SHX Text

1/4

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

(3) 3/4" (3) 3/4" BOLTS

AutoCAD SHX Text

9 "78"

AutoCAD SHX Text

9 "78"

AutoCAD SHX Text

5/16

AutoCAD SHX Text

1 "12"

AutoCAD SHX Text

1 "12"

AutoCAD SHX Text

2"

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2"

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

10

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DETAIL

AutoCAD SHX Text

54-201 & 202

AutoCAD SHX Text

PL "12"

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

13

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

54-201

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

SEAL NS/FS

AutoCAD SHX Text

WP

AutoCAD SHX Text

(6) " 34" BOLTS

AutoCAD SHX Text

NOTE: ALIGN ALL GUSSET PLATES/MEMBERS W/ COL

AutoCAD SHX Text

(2) L5X3 "X5/16X0'-9" 12"X5/16X0'-9" (TYP)

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

W12X35

AutoCAD SHX Text

WP

AutoCAD SHX Text

PL "12"

AutoCAD SHX Text

PL "12"

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

(3) " 34" BOLTS

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

TYP

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3/8

AutoCAD SHX Text

TYP

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3/8

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W12X65/ EXISTING TRUSS GIRDER

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TYP

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3/8

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3/8

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3/8

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3/8

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3/8

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3/8

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3/8

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3/8

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3/8

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3/8

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3/8

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W12X65

1 1/

8"(T

YP)


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WBS NO.

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OLD DRAWING NO.

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DRAWING NO.

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CONSTRUCTION YEAR:

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DRAWN

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CHECK

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APPROVED

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BY

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DATE

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SCALE:

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APP'D

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CHK'D

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DATE

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BY

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REV

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REFERENCE DRAWINGS

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FILENAME: G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-211 CONNECTION DETAILS.dwg PLOTTED: 1/18/2021 2:57:22 PM PLOTTED BY: ----G:\Projects\Sunoco\SUN-001\04_Des\04_Civil-Struct\03_Steel\02_Drawings\SUN001JTAM-ST-54-211 CONNECTION DETAILS.dwg PLOTTED: 1/18/2021 2:57:22 PM PLOTTED BY: ---- PLOTTED: 1/18/2021 2:57:22 PM PLOTTED BY: ----1/18/2021 2:57:22 PM PLOTTED BY: ---- PLOTTED BY: --------

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REV. NO.

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STEEL DETAILS

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NONE

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JMOORE

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12/09/20

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CH

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CH

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0

AutoCAD SHX Text


AutoCAD SHX Text

JM

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12/17/20

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LB

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CH

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1

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REVISED AS NOTED

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JM

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01/18/21

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CK

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CH

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SCALE: 1"=1'-0"

AutoCAD SHX Text

14

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DETAIL

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54-202

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AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

15

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DETAIL

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54-202

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SCALE: 1"=1'-0"

AutoCAD SHX Text

16

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DETAIL

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54-202

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SCALE: 1"=1'-0"

AutoCAD SHX Text

17

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DETAIL

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54-202

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SCALE: 1"=1'-0"

AutoCAD SHX Text

18

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DETAIL

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54-202

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SCALE: 1"=1'-0"

AutoCAD SHX Text

19

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DETAIL

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54-202

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EXISTING W12x65

AutoCAD SHX Text

TYP

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W12 x 65

AutoCAD SHX Text

WP

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

EXISTING W12X65

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

3/4" BOLTS

AutoCAD SHX Text

EXISTING W12X65

AutoCAD SHX Text

WP

AutoCAD SHX Text

W12 x 35

AutoCAD SHX Text

(2)L 5x3 x5/16x0'-9" 12x5/16x0'-9" (TYP)

AutoCAD SHX Text

REMOVE AND REPLACE ALL EXISTING BOLTS IN W12X65

AutoCAD SHX Text

EXISTING W12x65

AutoCAD SHX Text

3/8

AutoCAD SHX Text

WP

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

TOP OF CONCRETE SUPPORT

AutoCAD SHX Text

REPAIR GALVANIZING AFTER WELDING

AutoCAD SHX Text


AutoCAD SHX Text

PL 1/2"X1'-0"X1'-0 "18"

AutoCAD SHX Text

(2) L5X3 "X5/16 (TYP)12"X5/16 (TYP)

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

" BOLTS34" BOLTS

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3/8

AutoCAD SHX Text

SEAL WELD

AutoCAD SHX Text

COPE WEB & FLANGE AS REQ'D.

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SEAL WELD

AutoCAD SHX Text

NOTES: 1. CROSS BRACING NOT SHOWN FOR CLARITY CROSS BRACING NOT SHOWN FOR CLARITY 2. NEAR SIDE COL. FLANGE NOT SHOWN FOR CLARITYNEAR SIDE COL. FLANGE NOT SHOWN FOR CLARITY

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" BOLTS34" BOLTS

AutoCAD SHX Text

PL "12"

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

(2) L5X3 "X5/16X0'-9" 12"X5/16X0'-9" (TYP)

AutoCAD SHX Text

WP

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

NOTES: 1. ALIGN ALL GUSSET PLATES/MEMBERS WITH COL. ALIGN ALL GUSSET PLATES/MEMBERS WITH COL. 2. NEAR SIDE COL. FLANGE NOT SHOWN FOR CLARITY. NEAR SIDE COL. FLANGE NOT SHOWN FOR CLARITY. 3. FOR DIAGONAL BRACE BOLT SPACING SEE DETAIL 14 FOR DIAGONAL BRACE BOLT SPACING SEE DETAIL 14 THIS SHEET

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AutoCAD SHX Text


AutoCAD SHX Text


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3/8

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12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

3'-0" (COL ROWS 3 & 4)

AutoCAD SHX Text

3'-0" (COL ROWS 3 & 4)

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

1/4

AutoCAD SHX Text

1/4

AutoCAD SHX Text

TYP

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

EXISTING W12X65

AutoCAD SHX Text

3/4" BOLTS

AutoCAD SHX Text

(2)L 5X3 X X0'-9" (TYP)12X X0'-9" (TYP)516X0'-9" (TYP)

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

(2) L5"X3 "X5/16 12"X5/16 (TYP)

AutoCAD SHX Text

1 "18"

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1 "18"

AutoCAD SHX Text


AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

1 "18"

AutoCAD SHX Text

3/8

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3/8

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EXISTING BRACING

AutoCAD SHX Text

EXISTING W12X65

AutoCAD SHX Text

EXISTING BRACING

AutoCAD SHX Text

EXISTING BRACING

AutoCAD SHX Text

EXISTING W12X65

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

3/8

AutoCAD SHX Text

L5X5X5/16 (TYP)

AutoCAD SHX Text

WT6X25

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

WP

AutoCAD SHX Text

1"

AutoCAD SHX Text

(12) 3/4" DIA. BOLTS

AutoCAD SHX Text

3/8

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SCALE: 1"=1'-0"

AutoCAD SHX Text

20

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DETAIL

AutoCAD SHX Text

54-201

AutoCAD SHX Text

12" CLR

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12" CLR

AutoCAD SHX Text

TYP

AutoCAD SHX Text

3/8

AutoCAD SHX Text

W12X35 BEYOND

AutoCAD SHX Text

(2) L3 X3 X3/8 (TYP)12X3 X3/8 (TYP)12X3/8 (TYP)

AutoCAD SHX Text

WP

AutoCAD SHX Text

PL 3/8"

AutoCAD SHX Text

WT6X25

AutoCAD SHX Text

B-U2

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

21

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

54-201

AutoCAD SHX Text

G

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

22

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

54-201 & 202

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

WP

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

TOP OF CONCRETE SUPPORT

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

3'-0" (COL ROW 3 & 4)

AutoCAD SHX Text

3'-0" (COL ROW 3 & 4)

AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

3/8

AutoCAD SHX Text

TYP

AutoCAD SHX Text

3/8

AutoCAD SHX Text

(2) L5X3 X X0'-9" (TYP)12X X0'-9" (TYP)516X0'-9" (TYP)

AutoCAD SHX Text


AutoCAD SHX Text

TYP

AutoCAD SHX Text

1

AutoCAD SHX Text

COPE WEB & FLNG. AS REQ'D.

AutoCAD SHX Text

EXISTING PL "12"

AutoCAD SHX Text

NOTES: 1. CROSS BRACING NOT SHOWN FOR CLARITY CROSS BRACING NOT SHOWN FOR CLARITY 2. NEAR SIDE COL. FLANGE NOT SHOWN FOR CLARITYNEAR SIDE COL. FLANGE NOT SHOWN FOR CLARITY

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

18

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

54-202

AutoCAD SHX Text

W12X65

AutoCAD SHX Text

WP

AutoCAD SHX Text

W12X35

AutoCAD SHX Text

(2)L 5x3 x5/16x0'-9" 12x5/16x0'-9" (TYP)

AutoCAD SHX Text


AutoCAD SHX Text

(2) L5X3 X5/16 12X5/16 (TYP)

AutoCAD SHX Text

PL 1/2"

AutoCAD SHX Text

PL 1/2"

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