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31 DESIGNED BY: GENERAL NOTES: CSXT RIGHT-OF-WAY CONSTRUCTION SPECIFICATIONS: TREES VIRGINA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, 27 INCLUDING ALL SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS. DESIGN SPECIFICATIONS: INSIDE FACE OF BACKWALL EXIST. END BENT NO '-3 " (FACE-TO-FACE EXIST. BACKWALLS INSIDE FACE OF BACKWALL EXIST. END BENT NO. 2 AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION (AREMA) MANUAL FOR RAILWAY ENGINEERING, 214. CSX TRANSPORTATION CRITERIA FOR BALLAST DECK RAILROAD BRIDGES DATED OCTOBER 1, TO RICHMOND TO ALEXANDRIA DESIGN LOADING: C LEXIST. TRACK 3 & EXIST. BRIDGE COOPER E8 OR ALTERNATE LIVE LOAD WITH IMPACT PERCENTAGE FOR ROLLING EQUIPMENT WITHOUT HAMMER BLOW. MATERIALS: STRUCTURAL STEEL: ROCKS BOTTOM OF EXISTING GIRDER EL..14 STA STA STA STA (OUT-TO-OUT BRIDGE) C LEXIST. TRACK 2 & EXIST. BRIDGE C LPROP. TRACK & WETLAND BOUNDARY PROP. BRIDGE (WITHIN PROJECT AREA) 8'-8 " 17'-5" 12'-" INCREASING MILEPOSTS STRUCTURAL STEEL SHALL CONFORM TO ASTM A79, GRADE 5 THE TOUGHNESS SHALL BE T2 FOR NON-FRACTURE CRITICAL MEMBERS. ALL STEEL MATERIAL SHALL BE STRAIGHT AND FREE FROM SHARP KINKS AND BENDS. ANY STEEL MATERIAL EXHIBITING SUCH DEFICIENCIES SHALL BE CAUSE FOR THE REJECTION OF THE MATERIAL. STRAIGHTENING OF THE MATERIAL SHALL NOT BE ACCEPTABLE. CONCRETE: CONCRETE IN SUBSTRUCTURE INCLUDING CONCRETE IN STEEL PIPE PILES SHALL BE CLASS A4 HAVING A MINIMUM COMPRESSIVE CYLINDER STRENGTH AT 28 DAYS EQUAL TO 4, PSI. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 6. VERTICAL DATUM ELEVATIONS ARE BASED ON NAVD WALKWAY GRATING 8'-8 " 54'-1" 54'-1" 54'-1" 11 INSIDE FACE OF BACKWALL PROP. END BENT NO '-3" (FACE-TO-FACE PROP. BACKWALLS INSIDE FACE OF BACKWALL PROP. END BENT NO. 2 CSXT RIGHT-OF-WAY APPROX. EDGE OF STREAM (MLW) APPROX. EDGE OF STREAM (MHW) APPROX. EDGE OF STREAM (MHW) APPROX. EDGE OF STREAM (MLW) PLAN INSIDE FACE OF BACKWALL PROP. END BENT NO. 1 54'-1" 162'-3" (FACE-TO-FACE PROP. BACKWALLS 54'-1" 54'-1" SPAN 1 SPAN 2 SPAN 3 C LPROP. INT. C LPROP. INT. BENT NO. 1 BENT NO. 2 INSIDE FACE OF BACKWALL PROP. END BENT NO. 2 AREA OF NEW CONSTRUCTION FOOTPRINT OVER STREAM CHANNEL = 2,9 S.F. PROP. T/R BOTTOM OF GIRDER EL..14 8'-6" MIN. BOTTOM OF GIRDER EL..16 AREA OF NEW CONSTRUCTION FOOTPRINT OVER NON-VEGETATED WETLANDS = 9 S.F. MLW EL..1 MHW EL. 1.6 APPROX. EXIST. GROUND LINE ELEVATION * ELEVATION AT 1.5 TIMES MEAN TIDE RANGE ABOVE M.L.W.. (LIMITS OF VEGETATED WETLANDS) DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION ENGINEER REVISIONS Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, Maryland STAFFORD COUNTY ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA PRINCE WILLIAM COUNTY THIRD TRACK VIRGINIA ARKENDALE TO POWELLS CREEK CSXT BRIDGE AT M.P. CFP 76.9 OVER CHOPAWAMSIC CREEK PLAN AND ELEVATION CHECKED BY: DRAWN BY: SK JF EMT PROJECT # A42598 SCALE "=1'-" DATE /8/214 DRAWING NO. BR31 SHEET NO. 1 OF 2
32 DESIGNED BY: C LEXISTING TRACK 3 AND EXISTING BRIDGE C LEXISTING TRACK 2 AND EXISTING BRIDGE C LPROPOSED TRACK AND PROPOSED BRIDGE 13'-5Œ" 19'-6ƒ" 17'-5" 3'-" 8'-8 " 8'-8 " 2'-9" 2'-6" Wx45 (TYP.) " SIDE PLATE (TYP.) 18"x1 " PLATE (TYP.) 44"x " PLATE (TYP.) ƒ" STEEL DECK PLATE 1 " BALLAST MAT 11" 5 EQUAL SPACES = 15'-7" 11" TYPICAL SECTION DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION BR32 ENGINEER REVISIONS Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, Maryland STAFFORD COUNTY ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA PRINCE WILLIAM COUNTY THIRD TRACK VIRGINIA ARKENDALE TO POWELLS CREEK CSXT BRIDGE AT M.P. CFP 76.9 OVER CHOPAWAMSIC CREEK TYPICAL SECTION CHECKED BY: DRAWN BY: SK JF EMT PROJECT # A42598 SCALE "=1'-" DATE /8/214 DRAWING NO. SHEET NO. 2 OF 2
33 $$FILE$$ $$DATE$$ $$TIME$$ A42598 DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION MARY CAREY KENDALL DN " PLANTATION PIPELINE Tele. Pedestal FO Witness Tele. Pedestal FO Witness EXISTING PLANTATION PIPE VERIZON O/H COMM. LINE 12" PLANTATION PIPELINE MARY CAREY KENDALL DN Power Pole #GH 28 FO Witness Culvert Under Arkendale Road Adjacent To Existing Structure Under Railroad Tracks. (Unknown) (Previous Survey) Tele. Pedestal RAILROAD COMMUNICATION CABLE RAILROAD COMMUNICATION CABLE T T T MARY CAREY KENDALL DN Fiber Optic Witness Post T Underground UitlityMarking Inv. In =9.46' Inv. Out =7.43' In Pl. 51' x 18"CMP Underground Telephone Marking POTOMAC RIVER -2 Ground Elev..8' Bore Hole # Wood Post Edge of Water -2 Ground Elev. 13.7' 13 Bore Hole # 1-3 Telephone Marking Underground 15-1 Gravel RailRoad Bed Underground Telephone Marking Fiber Optic Witness Post Edge of Water VEPCO F-9 Fiber Optic Witness Post Underground Telephone Marking Ground Elev. 17.7' -2 Bore Hole # RETAINING WALL #1 RW-1-2 RW-1-3 TURBIDITY CURTAIN RW-1-4 RW-1-5 RW-2-1 F C MARY CAREY KENDALL DN VEPCO POWERLINE Fiber Optic Witness Post B 19 2 CD Power Pole No # C F POTOMAC RIVER Ground Elev. 18.8' 2 Bore Hole # LF Fiber Optic Witness Post 9 PR-WUS19A WUS-R2UB Permanent Impact 13 Inv. In =2.57' Inv. Out =2.15' Stream w/endwal 15 In Pl. 68'x6"x3" Brick Arch Culvert DMT-RW TS DECK TURBIDITY CURTAIN, TYPE 2 PERMANENT RIPRAP CONSTRUCTION IMPACTS QUANTITIES NOTES: PROPOSED TRACK TEMPORARY CAUSEWAY CONSTRUCTION PERMANENT (RIPRAP) TEMPORARY (CAUSEWAY) CAUSEWAY TO BE CONSTRUCTED OF NON-ERODIBLE MATERIAL. TURBIDITY CURTAINS WILL BE USED TO MINIMIZE STREAM DISTURBANCE DURING CONSTRUCTION AND REMOVAL OF RW-1 MIN. 2.' ELEV. 7. ELEV. VARIES (3.6 MIN) NON-VEGETATED WETLANDS STREAM CHANNEL 2,751 S.F. 2,18 S.F. 21 S.F. 952 S.F. 3. CAUSEWAYS AND DURING FILL/RIPRAP PLACEMENT. CAUSEWAY SHALL BE COMPLETELY REMOVED IN SUCH A MANNER AS TO CAUSE MINIMAL DISTURBANCE OF THE STREAM AND SHALL BE HAULED FROM THE SITE TO BE USED WITHIN THE TRACK EMBANKMENT OR SHALL BE SALVAGED. EXISTING GROUND MIN. 12.' 2:1 1.5:1 M.H.W. EL 1.6 M.L.W. EL.1 NOTES: 1. NON-VEGETATED WETLAND IMPACT IS 4. ALL MATERIAL DISPOSED OF WITHIN THE TRACK EMBANKMENT WILL BE PREVENTED FROM RE-ENTRY INTO THE STREAM AND ITS FLOOD PLAINS. BETWEEN MLW AND MHW. MIN. 1.' 2. STREAM CHANNEL IMPACT IS TOTAL 5. RIPRAP TO BE INSTALLED AS SHOWN ON THE PLANS AND CROSS SECTIONS. BELOW MLW. CAUSEWAY TYPICAL SECTION (DATUM: NAVD 88) HORIZ: 5 2 SCALE IN FEET ENGINEER REVISIONS Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, Maryland STAFFORD COUNTY ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA PRINCE WILLIAM COUNTY THIRD TRACK VIRGINIA ARKENDALE TO POWELLS CREEK DESIGNED BY: XXX PROJECT # SCALE DATE DRAWING NO. SHEET NO. CHECKED BY: XXX DRAWN BY: XXX A42598 X X X X PROPOSED RETAINING WALL #1 (BETWEEN STA AND STA. 4386) STAFFORD COUNTY 11/18/214 1 OF 5
34 \\balsrv1\v214\214\148_arkendale\perm its\local Tidal W etland\stafford County\xs3-1_csxt_RAR.dgn 11/19/214 3:43:56 PM PERMANENT RIPRAP CONSTRUCTION TEMPORARY CAUSEWAY CONSTRUCTION DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION P/P P/P -6-5 RR COMM -4 C/L EX.TRK.#3-3 C/L EX.TRK.#3 C/L EX.TRK.#2 C/L EX.TRK.#2 T/R 16.96' T/R 16.75' M.H.W. EL 1.6 M.L.W. EL P/P -6-5 RR COMM -4 C/L EX.TRK.#3-3 C/L EX.TRK.#3 C/L EX.TRK.#2 C/L EX.TRK.#2 T/R 17.41' T/R 17.18' M.H.W. EL 1.6 M.L.W. EL RR COMM M.H.W. EL 1.6 M.L.W. EL.1 P/P RR COMM M.H.W. EL 1.6 M.L.W. EL NOTE: ALL UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY UTILITY BEFORE CONSTRUCTION. ENGINEER REVISIONS ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA CROSS SECTIONS STA. 432 TO STA Rummel, Klepper & Kahl, LLP STAFFORD COUNTY PRINCE WILLIAM COUNTY VIRGINIA Consulting Engineers 81 Mosher Street Baltimore, Maryland ARKENDALE TO POWELLS CREEK THIRD TRACK DESIGNED BY: CHECKED BY: DRAWN BY: WCC WAR WCC A42598 SCALE 1" = ' DATE PROJECT # SHEET NO. 11/19/214 DRAWING NO. OF 2 5
35 \\balsrv1\v214\214\148_arkendale\perm its\local Tidal W etland\stafford County\xs3-1_csxt_RAR.dgn 11/19/214 3:44:39 PM PERMANENT RIPRAP CONSTRUCTION TEMPORARY CAUSEWAY CONSTRUCTION DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION P/P RR COMM C/L EX.TRK.#3-3 C/L EX.TRK.#3 C/L EX.TRK.#2 C/L EX.TRK.#2 T/R 17.91' M.H.W. EL 1.6 M.L.W. EL P/P RR COMM C/L EX.TRK.#3-3 C/L EX.TRK.#3 C/L EX.TRK.#2 C/L EX.TRK.#2 T/R 18.45' M.H.W. EL 1.6 M.L.W. EL T/R 17.65' 2 2 T/R 18.17' 2 P/P RR COMM M.H.W. EL 1.6 P/P RR COMM M.H.W. EL 1.6 M.L.W. EL.1 M.L.W. EL NOTE: ALL UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY UTILITY BEFORE CONSTRUCTION. ENGINEER REVISIONS ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA CROSS SECTIONS STA. 434 TO STA Rummel, Klepper & Kahl, LLP STAFFORD COUNTY PRINCE WILLIAM COUNTY VIRGINIA Consulting Engineers 81 Mosher Street Baltimore, Maryland ARKENDALE TO POWELLS CREEK THIRD TRACK DESIGNED BY: CHECKED BY: DRAWN BY: WCC WAR WCC A42598 SCALE 1" = ' DATE PROJECT # SHEET NO. 11/19/214 DRAWING NO. 3 OF 5
36 \\balsrv1\v214\214\148_arkendale\perm its\local Tidal W etland\stafford County\xs3-1_csxt_RAR.dgn 11/19/214 3:44:48 PM PERMANENT RIPRAP CONSTRUCTION TEMPORARY CAUSEWAY CONSTRUCTION DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION P/P RR COMM C/L EX.TRK.#3-3 C/L EX.TRK.#2 T/R 19.3' M.H.W. EL 1.6 M.L.W. EL P/P RR COMM C/L EX.TRK.#3-3 C/L EX.TRK.#2 T/R 19.66' M.H.W. EL 1.6 M.L.W. EL C/L EX.TRK.#3 C/L EX.TRK.#2 3 3 C/L EX.TRK.#3 C/L EX.TRK.#2 3 2 P/P RR COMM T/R 18.73' P/P M.H.W. EL 1.6 RR COMM T/R 19.34' 7. M.H.W. EL M.L.W. EL.1 M.L.W. EL NOTE: ALL UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY UTILITY BEFORE CONSTRUCTION. ENGINEER REVISIONS ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA CROSS SECTIONS STA. 436 TO STA Rummel, Klepper & Kahl, LLP STAFFORD COUNTY PRINCE WILLIAM COUNTY VIRGINIA Consulting Engineers 81 Mosher Street Baltimore, Maryland ARKENDALE TO POWELLS CREEK THIRD TRACK DESIGNED BY: CHECKED BY: DRAWN BY: WCC WAR WCC A42598 SCALE 1" = ' DATE PROJECT # SHEET NO. 11/19/214 DRAWING NO. 4 OF 5
37 \\balsrv1\v214\214\148_arkendale\perm its\local Tidal W etland\stafford County\xs3-1_csxt_RAR.dgn 11/19/214 3:45:2 PM PERMANENT RIPRAP CONSTRUCTION TEMPORARY CAUSEWAY CONSTRUCTION DRAFT WORK IN PROGRESS DO NOT USE FOR CONSTRUCTION 4 3 C/L EX.TRK.#3 C/L EX.TRK.# P/P P/P -6-5 RR COMM -4 RR COMM -3 C/L EX.TRK.#3 C/L EX.TRK.#2 T/R 2.29' T/R 19.97' M.H.W. EL 1.6 M.L.W. EL.1 M.H.W. EL 1.6 M.L.W. EL P/P P/P -6-5 RR COMM -4 RR COMM C/L EX.TRK.#3-3 C/L EX.TRK.#3 C/L EX.TRK.#2 C/L EX.TRK.#2 T/R 2.93' T/R 2.61' EL 15.26' 2.:1 EL 15.38' NOTE: ALL UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY UTILITY BEFORE CONSTRUCTION. ENGINEER REVISIONS ENGINEERING DEPARTMENT DESIGN & CONSTRUCTION JACKSONVILLE, FLORIDA CROSS SECTIONS STA. 438 TO STA Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, Maryland STAFFORD COUNTY PRINCE WILLIAM COUNTY VIRGINIA ARKENDALE TO POWELLS CREEK THIRD TRACK DESIGNED BY: CHECKED BY: DRAWN BY: WCC WAR WCC A42598 SCALE 1" = ' DATE PROJECT # SHEET NO. 11/19/214 DRAWING NO. 5 OF 5
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