BRIDGE NOTES

V1.40

ENGLISH UNITS

WRITTEN BY Marion L. Clements, III, P.E.

MODIFIED BY Steven K. Gaston, P.E.

OFFICE OF BRIDGE AND STRUCTURAL DESIGN

PAUL V. LILES, JR., P.E. STATE BRIDGE ENGINEER

GENA L. EVANS, Ph.D. BUDDY GRATTON, P.E. COMMISSIONER DEPUTY COMMISSIONER

GERALD M. ROSS, P.E. VACANT CHIEF ENGINEER TREASURER

ATLANTA, GEORGIA

May 2005 Modified December 15, 2008

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TABLE OF CONTENTS PROJECT NOTE FILE .............................................................................................................. 5

General ................................................................................................................................... 5

Creating the Input file (.INP) .................................................................................................. 5 Editing the Input File (.INP) ................................................................................................... 6 Processing the Input File (.INP) .............................................................................................. 7 Placing the Formatted Text File (.TXT) .................................................................................. 7

BRIDGE SYMBOLS AND FONTS ........................................................................................... 8 Font 49 ................................................................................................................................... 8

Other Bridge Symbols ............................................................................................................ 8 FORMATTING ......................................................................................................................... 9

Using Format Statements ........................................................................................................ 9 Using MicroStation Key-In Commands ................................................................................ 10

LISTING OF BRIDGE NOTES ............................................................................................... 11 BRIDGE.1 – BRIDGE CONSISTS OF BULB TEE BEAMS ............................................... 11

BRIDGE.2 – BRIDGE CONSISTS OF AASHTO BEAMS .................................................. 12 BRIDGE.3 – BRIDGE CONSISTS OF BULB TEE AND AASHTO BEAMS ..................... 13 BRIDGE.4 – BRIDGE CONSISTS OF REINFORCED CONCRETE DECK GIRDERS ..... 15 BRIDGE.5 – BRIDGE CONSISTS OF STEEL BEAMS ...................................................... 16 DRAIN.1 – DRAINAGE DATA .......................................................................................... 17 SEQUENCE.1 – CONSTRUCTION SEQUENCE ............................................................... 18 TRAFFIC.1 – TRAFFIC DATA ........................................................................................... 19 UTILITY.1 – NO UTILITIES .............................................................................................. 20 UTILITY.2 – UTILITIES ..................................................................................................... 20 UTILITY.3 – EXISTING UTILITIES .................................................................................. 20 GENERAL NOTES.............................................................................................................. 21

G.001A – SPECIFICATIONS .......................................................................................... 21 G.002 – REINFORCING STEEL ..................................................................................... 21 G.003 – CHAMFER ......................................................................................................... 21 G.004 – RAILROAD SIDE DITCHES ............................................................................. 21 G.005 – PROTECTIVE PLATFORMS ............................................................................. 21 G.006 – TEMPORARY SHORING .................................................................................. 21 G.007 – DETOUR BRIDGE ............................................................................................. 21 G.008 – TEMPORARY BARRIERS, METHOD 1 ........................................................... 21

G.008A – TEMPORARY BARRIERS, METHOD 2 ........................................................ 22 G.009 – TRAFFIC CONTROLS (ROAD CLOSED) ........................................................ 22

G.010 – TRAFFIC CONTROLS (ROAD OPEN) ............................................................. 22 G.011 – EXISTING BRIDGE PLANS (ORIGINALS NOT AVAILABLE) ..................... 22 G.012 – EXISTING BRIDGE PLANS (ORIGINALS AVAILABLE) .............................. 22 G.013 – EXISTING BRIDGE PLANS (ORIGINAL/WIDENING AVAILABLE) ............ 22 G.014 – DIMENSIONS AND ELEVATIONS .................................................................. 22 G.015 – EPOXY RESIN ADHESIVE ............................................................................... 22 G.016 – EXISTING REINFORCEMENT ......................................................................... 23 G.017 – EXISTING RIP RAP ........................................................................................... 23 G.018 – EXISTING SLOPE PAVING .............................................................................. 23

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G.019 – NO WAITING PERIOD ..................................................................................... 23 G.020 – WAITING PERIOD ............................................................................................ 23 G.021 – INTERMEDIATE BENT EXCAVATION .......................................................... 23 G.022 – FOOTING ELEVATIONS .................................................................................. 23 G.023 – COFFERDAMS .................................................................................................. 23 G.024 – SEAL CONCRETE ............................................................................................. 24 G.025 – FOUNDATION BACKFILL MATERIAL .......................................................... 24 G.026 – PLAN DRIVING OBJECTIVE (SEE SUBSTRUCTURE DETAILS) ................. 24 G.027 – PLAN DRIVING OBJECTIVE (TABLE) ........................................................... 24 G.027A – PDA TESTING ................................................................................................ 24 G.027B – VIBRATION MONITORING .......................................................................... 24 G.028 – PILOT HOLES ................................................................................................... 24 G.029 – PILE POINTS ..................................................................................................... 24 G.030 – PILING (JETTING AND SPUDDING)............................................................... 25

G.030A – PILING (PREDRILLING IN LIEU OF JETTING AND SPUDDING) ............. 25 G.031 – PILE DRIVING (FREEZE BEARING – MINIMUM TIP ELEVATION) ........... 25 G.032 – PILE DRIVING (FREEZE BEARING – TABLE) .............................................. 25 G.033 – TEST PILES (PSC) ............................................................................................. 25 G.034 – QUICK LOAD TEST .......................................................................................... 25 G.036A – DRIVING DATA PILES (AT THE BENTS LISTED) ..................................... 25

G.037 – METAL SHELL PILES ...................................................................................... 26 G.038 – PILE BENT SWAYBRACING ........................................................................... 26

G.039 – PILE ENCASEMENT ......................................................................................... 26 G.039A – HIGH PERFORMANCE CONCRETE (HPC) PILES ...................................... 26

G.040 – EXISTING INTERMEDIATE PILE BENT ........................................................ 26 G.041 – SMOOTH DOWEL BARS .................................................................................. 26 G.042 – 1013 DOWEL BARS .......................................................................................... 26 G.043 – ANCHOR BOLTS .............................................................................................. 27 G.044 – ABUTMENT SOIL REINFORCING DEVICE INSERTS .................................. 27 G.045 – FILL SETTLEMENT .......................................................................................... 27 G.046 – UTILITY CASING ............................................................................................. 27 G.047 – UTILITY HANGERS (ATTACHED TO DECK) ................................................ 27

G.047A – GDOT ATMS ATTACHMENTS ..................................................................... 27 G.048 – WATER/SEWER MAIN HANGERS (ATTACHED TO CONCRETE BEAMS) 28 G.049 – WATER/SEWER MAIN HANGERS (ATTACHED TO STEEL BEAMS) ......... 28 G.050 – STANDARD PLAN MODIFICATION (APPROACH SLAB) ............................ 28

G.050A – STANDARD PLAN MODIFICATION (ENDPOST) ....................................... 28 G.053 – POUR STRIP ...................................................................................................... 28 G.055 – GROOVED CONCRETE .................................................................................... 28 G.056 – RIDING QUALITY ............................................................................................ 28 G.057 – BOTTOM OF BEAM ELEVATIONS ................................................................. 28 G.058 – CHARPY V-NOTCH TEST ................................................................................ 29 G.059 – PSC BEAMS (TYPE I MOD) ............................................................................. 29 G.060 – CHAIN LINK FENCE ........................................................................................ 29 G.061 – BACKUP STRIPS AND EXTENSION BARS .................................................... 29 G.062 – WELDING .......................................................................................................... 29

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G.063 – GRINDING OF EXISTING SIDEWALK ........................................................... 29 G.064 – EXISTING BRIDGE JOINTS (EXPANSION JOINTS) ...................................... 30

G.065 – EXISTING BRIDGE JOINTS (CONSTRUCTION AND DUMMY JOINTS)..... 30 G.066 – JACKING OF EXISTING BRIDGE ................................................................... 30

G.067 – PAINT (NEW BRIDGE) ..................................................................................... 30 G.068 – PAINT (NEW AND EXISTING BRIDGE) ......................................................... 30

G.069 – PAINT (NEW AND EXISTING – LEAD – BRIDGE) ........................................ 30 G.070 – SPECIAL PROTECTIVE COATING (FOR PILING) ......................................... 30

G.071 – EXISTING BRONZE PLAQUES ....................................................................... 31 G.072 – SALVAGE MATERIAL (NONE) ....................................................................... 31

G.074 – SALVAGE OF STRUCTURAL STEEL (TRANSPORTED BY CONTRACTOR) ........................................................................................................................... 31

G.075 – SALVAGE OF EXISTING BRIDGE MATERIALS (TRANSPORTED BY GDOT) ............................................................................................................... 31

G.076 – SALVAGE OF EXISTING BRIDGE MATERIALS (TRANSPORTED BY CONTRACTOR) ................................................................................................ 31

G.077 – INCIDENTAL ITEMS ........................................................................................ 31 G.078 – SHOP DRAWINGS (FOR OFFICE OF CONSULTANT DESIGN PROJECTS) 32

DESIGN.1 – DESIGN DATA .............................................................................................. 33 SUMMARY.1 – SUMMARY OF QUANTITIES (ONE BRIDGE) ...................................... 34

SUMMARY.2 – SUMMARY OF QUANTITIES (TWO BRIDGES OR ALTERNATES) ... 36 LISTING OF WALL NOTES .................................................................................................. 39

WALL.1 – CAST-IN-PLACE WALL .................................................................................. 39 WALL.2 – TIE-BACK WALL ............................................................................................. 41 WALL.3 – MSE RETAINING WALLS, SECTION 626 ...................................................... 42 WALL.4 – MSE RETAINING WALLS, SECTION 627 ...................................................... 43

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PROJECT NOTE FILE

General The Bridge Notes program is a Windows program that creates a Project Note File that can be included directly into a MicroStation DGN file. The Bridge Notes program helps to standardize and automate the process of including the applicable bridge notes into the bridge plans. The program utilizes a three step process (as documented below) for allowing user to automate process of creating the Bridge Plans General Notes text. The process involves the user selecting the standard notes to be included, modifying the notes as needed with a standard text editor, and then creating a formatted text file to be included directly into the MicroStation DGN file. MicroStation key-in commands are automatically placed in the text file to ensure text symbology and formatting adhere to Bridge Design standards when imported into the MicroStation DGN file. The resulting text file will also include key-in commands that will create logical graphic groups to allow for text to be manipulated as blocks in MicroStation.

Creating the Input file (.INP) The input file is a standard text file that contains the selected standard notes with the applicable formatting commands and MicroStation key-in commands. The standard notes are copied from the master standard note files that are installed with the application.

1. Enter project data and select the applicable units.

2. Select the individual notes to be included in the input file (.INP) from the three available tabs.

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3. Click the Save button on the toolbar or select Save Note Input File on the pull-down menu to create and view the input file.

Editing the Input File (.INP) Some standard notes may need to be modified to reflect specific project conditions and design values. These modifications can be made in any standard text editor outside of the Bridge Notes program or the user may open the input file directly from the Bridge Notes program by following below procedure:

1. Click the Open Input File button on the toolbar or select Open Input File on the pull-down menu to open the input file in the EditPad text editor application.

2. Upon completion of editing the input file ensure that the changes are saved and then exit the EditPad text editor application.

The user may modify formatting statements and MicroStation key-in lines as needed. When modifying format statements it is important to follow specific guidelines governing the usage of format statements (see section “Using Format Statements” located at end of help document). Also, see section “Using MicroStation Key-In Commands” for documentation concerning the correct usage of key-in commands in input (.INP) files.

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Processing the Input File (.INP) Once all revisions have been made to the input file (.INP) the user may process the file and create the output text file (.TXT). The output text file contains the standard notes with the required MicroStation key-in commands and may be included directly into a MicroStation DGN file.

1. Select the Process button on the toolbar or Process Input File on the pull-down menu to

process the input file (.INP) and create the output text file (.TXT). The resulting output text file should be automatically displayed in the text editor.

Placing the Formatted Text File (.TXT) The GDOT Bridge Customization of MicroStation has a cell and user command to place the note file on a sheet.

1. Place a sheet cell, BORD, in a file. a. The sheet must remain a 23" x 35" sheet. b. Do not scale the sheet to a 1 to 1 scale.

2. Using E GEN User Command, a. type in the path and the file name – g:\fred.txt b. hit the <Enter> key c. place a data point in the drawing file near the sheet where the notes will be placed

3. Fence and move the notes onto the sheet. The layout of the notes on the sheet should be as follows:

BRIDGE CONSISTS OF GENERAL NOTES DESIGN DATA DRAINAGE DATA

CONSTRUCTION SEQUENCE SUMMARY OF QUANTITIES TRAFFIC DATA

UTILITIES

4. Centered at the top of each type of note is the note title using 3/16" text that is underlined.

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BRIDGE SYMBOLS AND FONTS All notes shall be written using capital letters. If a Bridge Symbol is needed, it is accessed by using a lowercase letter or symbol. The Office of Bridge and Structural Design's Customization of MicroStation User Command for placement of notes will: • select the correct font; Font 49 is

o used for the General Notes Sheet o an equally spaced font.

• convert the symbols and lowercase letters to Bridge Symbols. The following are Bridge Symbols available.

Font 49 For example, a lowercase z will access the Bridge Symbol s/2.

Other Bridge Symbols The following Bridge Symbols are available with Font 48.

Symbol ^ (Shift 6) will access the Bridge Symbol °, degree symbol. Symbol ` will access the Bridge Symbol for the left quote mark

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FORMATTING

Using Format Statements Format statements are included in the input file (.INP) in order to properly process and format the associated text to be included in the output text file (.TXT). All format statements must be encased in brackets as follows:

[format statement]

All format statements can not have any associated text on the same line as the format statement with the exception of the [CENTER] format statement. The allowable format statements are as follows: [WORD WRAP] Text located between [WORD WRAP] and [END WORD

WRAP] statements will be “wrapped” such that left and right margins of text block will be aligned vertically.

[END WORD WRAP] Terminates [WORD WRAP] function. [LITERAL] Text located between [LITERAL] and [END LITERAL]

statements will be included in output text file (.TXT) exactly as it appears in input file (.INP).

[END LITERAL] Terminates [LITERAL] function. [CENTER] Text located on same line as [CENTER] statement will be

centered between left and right margins. [SPACE] Inserts one blank line in output text file. WORD WRAP PROPERTIES [INDENT FIRST LINE = value] Sets value for indent width of first line of text in WORD

WRAP block of text (allowable values = 0-20). [INDENT BODY = value] Sets value of indent width for all lines of text subsequent to

first line of text in WORD WRAP block of text (allowable values = 0-20).

[LINE SPACING = value] Sets line spacing value for text in WORD WRAP block of text (allowable values = 1 or 2).

[LEFT MARGIN = value] Sets value for left margin. Applies to WORD WRAP and CENTER functions (allowable values = 1-20).

[RIGHT MARGIN = value] Sets value for right margin. Applies to WORD WRAP and CENTER functions (allowable values = 40-150).

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The following restrictions govern the proper use of format statements:

1. Each [LITERAL] statement must have an associated [END LITERAL] statement.

2. Each [WORD WRAP] statement must have an associated [END WORD WRAP] statement.

3. The WORD WRAP property statements shown in table above must be used “outside” of a [LITERAL]/[END LITERAL] pair or [WORD WRAP]/[END WORD WRAP] pair.

4. The [CENTER] and [SPACE] property statements must be used “outside” of a [LITERAL]/[END LITERAL] pair or [WORD WRAP]/[END WORD WRAP] pair.

Using MicroStation Key-In Commands The input file (.INP) contains MicroStation key-in commands that will be exported to the resulting output text file (.TXT). Upon importing the text file into the MicroStation DGN file, the MicroStation key-in commands embedded in the text file will be executed. Including the required MicroStation key-in commands in the text file ensures that the text will be included with the proper symbology and text attribute parameters. The resulting text in MicroStation will also be arranged into graphic groups allowing for easy manipulations of logical “blocks” of text. All MicroStation key-in commands included in the input file (.INP) should be located “outside” of any [LITERAL]/[END LITERAL] or [WORD WRAP]/[END WORD WRAP] pairs of formatting statements.

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LISTING OF BRIDGE NOTES

BRIDGE.1 – BRIDGE CONSISTS OF BULB TEE BEAMS

BRIDGE CONSISTS OF * - **'-*” BULB TEE, 54 IN, PSC BEAM SPANS ------- ----------- SPECIAL DESIGN * - **'-*” BULB TEE, 63 IN, PSC BEAM SPANS ------- ----------- SPECIAL DESIGN * - ***'-*” BULB TEE, 72 IN, PSC BEAM SPANS ------ ----------- SPECIAL DESIGN * - PSC PILE END BENTS --------------------------- ----------- SPECIAL DESIGN ** - PSC PILE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN * - STEEL H PILE END BENTS ----------------------- ----------- SPECIAL DESIGN ** - STEEL H PILE INTERMEDIATE BENTS -------------- ----------- SPECIAL DESIGN ** - CONCRETE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN 4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ----- -- GA. STD. 3054 (9-30-02) (L = 4'-0”; W = 1'-1”; H = 2'-8”) SQUARE PRESTRESSED CONCRETE PILES ------------ -- GA. STD. 3215 (2-22-84) ONE PIPE ALUMINUM HANDRAILING ---------------- - GA. STD. 3626 (10-22-85) BAR BENDING DETAILS -------------------------- ----- GA. STD. 3901 (8-69) CONCRETE BARRIERS - TEMPORARY ---------------- -- GA. STD. 4960 (5-10-07) DETAILS OF PRECAST TEMPORARY BARRIERS -------- --- GA. STD. 4961 (9-8-06) CHAIN LINK WIRE FENCE ------------------------ - GA. STD. 9031N (8-13-85) PIPE HANDRAIL FOR RETAINING WALL ------------- GA. STD. 9031R (10-11-88) TYPICAL FILL DETAIL AT END OF BRIDGE --------- ----- GA. STD. 9037 (9-99) EARTH SPUR DIKE ------------------------------ ---- GA. STD. 9046A (9-99)

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BRIDGE.2 – BRIDGE CONSISTS OF AASHTO BEAMS

BRIDGE CONSISTS OF * - **'-*” TYPE q MOD PSC BEAM SPANS ------------- ----------- SPECIAL DESIGN * - **'-*” TYPE w PSC BEAM SPANS ----------------- ----------- SPECIAL DESIGN * - **'-*” TYPE e PSC BEAM SPANS ----------------- ----------- SPECIAL DESIGN * - **'-*” TYPE r PSC BEAM SPANS ----------------- ----------- SPECIAL DESIGN * - ***'-*” TYPE t PSC BEAM SPANS ---------------- ----------- SPECIAL DESIGN * - PSC PILE END BENTS --------------------------- ----------- SPECIAL DESIGN ** - PSC PILE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN * - STEEL H PILE END BENTS ----------------------- ----------- SPECIAL DESIGN ** - STEEL H PILE INTERMEDIATE BENTS -------------- ----------- SPECIAL DESIGN ** - CONCRETE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN 4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ----- -- GA. STD. 3054 (9-30-02) (L = 4'-0”; W = 1'-1”; H = 2'-8”) SQUARE PRESTRESSED CONCRETE PILES ------------ -- GA. STD. 3215 (2-22-84) ONE PIPE ALUMINUM HANDRAILING ---------------- - GA. STD. 3626 (10-22-85) BAR BENDING DETAILS -------------------------- ----- GA. STD. 3901 (8-69) CONCRETE BARRIERS - TEMPORARY ---------------- -- GA. STD. 4960 (5-10-07) DETAILS OF PRECAST TEMPORARY BARRIERS -------- --- GA. STD. 4961 (9-8-06) CHAIN LINK WIRE FENCE ------------------------ - GA. STD. 9031N (8-13-85) PIPE HANDRAIL FOR RETAINING WALL ------------- GA. STD. 9031R (10-11-88) TYPICAL FILL DETAIL AT END OF BRIDGE --------- ----- GA. STD. 9037 (9-99) EARTH SPUR DIKE ------------------------------ ---- GA. STD. 9046A (9-99)

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BRIDGE.3 – BRIDGE CONSISTS OF BULB TEE AND AASHTO BEAMS

BRIDGE CONSISTS OF * - **'-*” BULB TEE, 54 IN, PSC BEAM SPANS ------- ----------- SPECIAL DESIGN * - **'-*” BULB TEE, 63 IN, PSC BEAM SPANS ------- ----------- SPECIAL DESIGN * - ***'-*” BULB TEE, 72 IN, PSC BEAM SPANS ------ ----------- SPECIAL DESIGN * - **'-*” BULB TEE, 54 IN, PSC BEAM SPANS WITH BULB TEE, ** IN, PSC FASCIA BEAMS ----------- SPECIAL DESIGN * - **'-*” BULB TEE, 63 IN, PSC BEAM SPANS WITH BULB TEE, ** IN, PSC FASCIA BEAMS ----------- SPECIAL DESIGN * - **'-*” TYPE q MOD PSC BEAM SPANS ------------- ----------- SPECIAL DESIGN * - **'-*” TYPE w PSC BEAM SPANS ----------------- ----------- SPECIAL DESIGN * - **'-*” TYPE e PSC BEAM SPANS ----------------- ----------- SPECIAL DESIGN * - **'-*” TYPE r PSC BEAM SPANS ----------------- ----------- SPECIAL DESIGN * - ***'-*” TYPE t PSC BEAM SPANS ---------------- ----------- SPECIAL DESIGN * - **'-*” TYPE q MOD PSC BEAM SPANS WITH BULB TEE, ** IN, PSC FASCIA BEAMS ----------- SPECIAL DESIGN * - **'-*” TYPE w PSC BEAM SPANS WITH BULB TEE, ** IN, PSC FASCIA BEAMS ----------- SPECIAL DESIGN * - **'-*” TYPE e PSC BEAM SPANS WITH BULB TEE, ** IN, PSC FASCIA BEAMS ----------- SPECIAL DESIGN * - **'-*” TYPE r PSC BEAM SPANS WITH BULB TEE, ** IN, PSC FASCIA BEAMS ----------- SPECIAL DESIGN * - PSC PILE END BENTS --------------------------- ----------- SPECIAL DESIGN ** - PSC PILE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN * - STEEL H PILE END BENTS ----------------------- ----------- SPECIAL DESIGN ** - STEEL H PILE INTERMEDIATE BENTS -------------- ----------- SPECIAL DESIGN ** - CONCRETE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN 4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ----- -- GA. STD. 3054 (9-30-02) (L = 4'-0”; W = 1'-1”; H = 2'-8”) SQUARE PRESTRESSED CONCRETE PILES ------------ -- GA. STD. 3215 (2-22-84) ONE PIPE ALUMINUM HANDRAILING ---------------- - GA. STD. 3626 (10-22-85)

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BAR BENDING DETAILS -------------------------- ----- GA. STD. 3901 (8-69) CONCRETE BARRIERS - TEMPORARY ---------------- -- GA. STD. 4960 (5-10-07) DETAILS OF PRECAST TEMPORARY BARRIERS -------- --- GA. STD. 4961 (9-8-06) CHAIN LINK WIRE FENCE ------------------------ - GA. STD. 9031N (8-13-85) PIPE HANDRAIL FOR RETAINING WALL ------------- GA. STD. 9031R (10-11-88) TYPICAL FILL DETAIL AT END OF BRIDGE --------- ----- GA. STD. 9037 (9-99) EARTH SPUR DIKE ------------------------------ ---- GA. STD. 9046A (9-99)

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BRIDGE.4 – BRIDGE CONSISTS OF REINFORCED CONCRETE DECK GIRDERS

BRIDGE CONSISTS OF ** - **'-*” REINFORCED CONCRETE DECK GIRDER SPANS - ----------- SPECIAL DESIGN * - PSC PILE END BENTS --------------------------- ----------- SPECIAL DESIGN ** - PSC PILE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN * - STEEL H PILE END BENTS ----------------------- ----------- SPECIAL DESIGN ** - STEEL H PILE INTERMEDIATE BENTS -------------- ----------- SPECIAL DESIGN ** - CONCRETE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN 4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ----- -- GA. STD. 3054 (9-30-02) (L = 4'-0”; W = 1'-1”; H = 2'-8”) SQUARE PRESTRESSED CONCRETE PILES ------------ -- GA. STD. 3215 (2-22-84) ONE PIPE ALUMINUM HANDRAILING ---------------- - GA. STD. 3626 (10-22-85) BAR BENDING DETAILS -------------------------- ----- GA. STD. 3901 (8-69) CONCRETE BARRIERS - TEMPORARY ---------------- -- GA. STD. 4960 (5-10-07) DETAILS OF PRECAST TEMPORARY BARRIERS -------- --- GA. STD. 4961 (9-8-06) CHAIN LINK WIRE FENCE ------------------------ - GA. STD. 9031N (8-13-85) PIPE HANDRAIL FOR RETAINING WALL ------------- GA. STD. 9031R (10-11-88) TYPICAL FILL DETAIL AT END OF BRIDGE --------- ----- GA. STD. 9037 (9-99) EARTH SPUR DIKE ------------------------------ ---- GA. STD. 9046A (9-99)

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BRIDGE.5 – BRIDGE CONSISTS OF STEEL BEAMS

BRIDGE CONSISTS OF ** - **'-*” W BEAM SIMPLE SPANS ------------------- ----------- SPECIAL DESIGN * – 3 SPAN W BEAM CONTINUOUS UNIT ---------------- ----------- SPECIAL DESIGN (***'-*”, ***'-*”, ***'-*”) ** - **'-*” PLATE GIRDER SIMPLE SPANS ------------- ----------- SPECIAL DESIGN * – 3 SPAN PLATE GIRDER CONTINUOUS UNIT ---------- ----------- SPECIAL DESIGN (***'-*”, ***'-*”, ***'-*”) * - PSC PILE END BENTS --------------------------- ----------- SPECIAL DESIGN ** - PSC PILE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN * - STEEL H PILE END BENTS ----------------------- ----------- SPECIAL DESIGN ** - STEEL H PILE INTERMEDIATE BENTS -------------- ----------- SPECIAL DESIGN ** - CONCRETE INTERMEDIATE BENTS ------------------ ----------- SPECIAL DESIGN 4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ----- -- GA. STD. 3054 (9-30-02) (L = 4'-0”; W = 1'-1”; H = 2'-8”) SQUARE PRESTRESSED CONCRETE PILES ------------ -- GA. STD. 3215 (2-22-84) ONE PIPE ALUMINUM HANDRAILING ---------------- - GA. STD. 3626 (10-22-85) BAR BENDING DETAILS -------------------------- ----- GA. STD. 3901 (8-69) CONCRETE BARRIERS - TEMPORARY ---------------- -- GA. STD. 4960 (5-10-07) DETAILS OF PRECAST TEMPORARY BARRIERS -------- --- GA. STD. 4961 (9-8-06) CHAIN LINK WIRE FENCE ------------------------ - GA. STD. 9031N (8-13-85) PIPE HANDRAIL FOR RETAINING WALL ------------- GA. STD. 9031R (10-11-88) TYPICAL FILL DETAIL AT END OF BRIDGE --------- ----- GA. STD. 9037 (9-99) EARTH SPUR DIKE ------------------------------ ---- GA. STD. 9046A (9-99)

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DRAIN.1 – DRAINAGE DATA Use at stream crossings. DRAINAGE DATA DRAINAGE AREA ------------------------------------- --------- **** SQ MILES TOTAL MEAN AREA OF OPENING FLOOD FREQUENCY DISCHARGE VELOCITY UNDER FLOODSTAGE BACKWATER 50 YEAR **.* CFS *.** FPS * ,*** SQ FT *.** FT 100 YEAR **.* CFS *.** FPS * ,*** SQ FT *.** FT OVER TOPPING STORM **.* CFS *.** FPS * ,*** SQ FT *.** FT 500 YEAR **.* CFS *.** FPS * ,*** SQ FT *.** FT

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SEQUENCE.1 – CONSTRUCTION SEQUENCE Use when the project is the stage constructed. CONSTRUCTION SEQUENCE 1. PLACE TEMPORARY BARRIERS AT LOCATION 1, MAINTAIN ING * - **'-*” TRAFFIC LANES. 2. BUILD STAGE q ACCORDING TO PLANS. 3. RELOCATE TEMPORARY BARRIERS TO LOCATION 2, MAINT AINING * - **'-*” TRAFFIC LANES. 4. REMOVE EXISTING BARRIERS AND END POSTS, STAGE w. 5. COMPLETE STAGE w SUPERSTRUCTURE. 6. REMOVE TEMPORARY BARRIER AND OPEN COMPLETED BRIDGE TO TRAFFIC. THE AFOREMENTIONED SEQUENCE SHALL BE COORDINATED WITH ROADWAY OPERATIONS, SEE ROADWAY PLANS. IN LIEU OF THE ABOVE CONSTRUCTION S EQUENCE, THE CONTRACTOR MAY SUBMIT A PROPOSED CONSTRUCTION SEQUENCE FOR APPROVAL.

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TRAFFIC.1 – TRAFFIC DATA Use on all projects. TRAFFIC DATA TRAFFIC ------------------------------------------- ------- ADT = *,*** (20**) ADT = *,*** (20**) DESIGN SPEED -------------------------------------- ------------------- ** MPH TRUCKS -------------------------------------------- --------------------- ** % 24 HR TRUCKS -------------------------------------- --------------------- ** % DIRECTIONAL --------------------------------------- --------------------- ** %

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UTILITY.1 – NO UTILITIES Use when there are no utilities on the project. UTILITIES NONE

UTILITY.2 – UTILITIES Use when there are new utilities on the project. UTILITIES * INCH DIAMETER GAS MAIN (STAGE q) --------------- ATLANTA GAS LIGHT COMPANY * TELEPHONE CONDUITS (STAGE q) ------------------- ---------------- BELLSOUTH ** INCH DIAMETER WATER MAIN (STAGE w) ------------- ----- COBB CO. WATER WORKS

UTILITY.3 – EXISTING UTILITIES Use when there are existing utilities on the project. EXISTING UTILITIES GAS MAIN ------------------------------------------ ATLANTA GAS LIGHT COMPANY TELEPHONE CONDUITS -------------------------------- ---------------- BELLSOUTH WATER MAIN ---------------------------------------- - GWINNETT CO. WATER WORKS

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GENERAL NOTES GENERAL NOTES

G.001A – SPECIFICATIONS Use on all projects. SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2 001 EDITION, AND 2008

SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

G.002 – REINFORCING STEEL Use on all projects. REINFORCING STEEL – PLACE AND TIE ALL REINFORCING S TEEL IN ACCORDANCE WITH

THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFO RCING STEEL.

G.003 – CHAMFER Use on all projects. CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4” UNLESS OTHERWISE NOTED.

G.004 – RAILROAD SIDE DITCHES Use on bridges that are over a railroad. RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF C ONSTRUCTION, CLEAN THE

RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN S UCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD S IDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWA Y PLANS FOR EROSION CONTROL AND PAYMENT.

G.005 – PROTECTIVE PLATFORMS Use on bridges over railroad, pedestrian or vehicular traffic. PROTECTIVE PLATFORMS – PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION

510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A M INIMUM VERTICAL CLEARANCE OF **'-**” ABOVE ********.

G.006 – TEMPORARY SHORING Use on projects where temporary shoring (bracing) between stages of construction may be needed. In addition, show temporary shoring on the Plan and Elevation Sheet. TEMPORARY SHORING – INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR

BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.

G.007 – DETOUR BRIDGE Use when a detour bridge is required. DETOUR BRIDGE – PROVIDE A DETOUR BRIDGE AT THIS SIT E, SEE SECTION 541 OF THE

GEORGIA DOT SPECIFICATIONS. THE MINIMUM BOTTOM OF B EAM ELEVATION FOR THE DETOUR BRIDGE SHALL BE ***.**.

G.008 – TEMPORARY BARRIERS, METHOD 1 Use when the dimension from the centerline of the temporary barrier to the edge of the deck is greater than 6'-0” (1800 mm). TEMPORARY BARRIERS, METHOD 1 – PLACE TEMPORARY BARRIERS AS SHOWN ON THE PLANS

AND GEORGIA STANDARD NOS. 4960 AND 4961 TO PROVIDE FOR * - **'-*” TRAFFIC LANES. SUPPLY AND USE THE BARRIER IN ACCORDANCE WI TH SECTION 620 OF THE GEORGIA DOT SPECIFICATIONS.

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G.008A – TEMPORARY BARRIERS, METHOD 2 Use when the dimension from the centerline of the temporary barrier to the edge of the deck is less than or equal to 6'-0” (1800 mm) and there is no curb or barrier to restrain the temporary barrier. TEMPORARY BARRIERS, METHOD 2 – PLACE TEMPORARY BARRIERS AS SHOWN ON THE PLANS

AND GEORGIA STANDARD NO. 4960 TO PROVIDE FOR * - ** '-*” TRAFFIC LANES. SUPPLY AND USE THE BARRIER IN ACCORDANCE WITH SECTI ON 620 OF THE GEORGIA DOT SPECIFICATIONS.

G.009 – TRAFFIC CONTROLS (ROAD CLOSED) Use when the road is closed during the construction. TRAFFIC CONTROLS - ROAD TO BE CLOSED DURING BRIDGE CONSTRUCTION. SEE ROADWAY

PLANS FOR DETOUR, TRAFFIC CONTROLS AND TRAFFIC CONTROL PAYMENT.

G.010 – TRAFFIC CONTROLS (ROAD OPEN) Use when the road is open during the construction. TRAFFIC CONTROLS - SEE ROADWAY PLANS FOR TRAFFIC CONTROLS AND TRAFFIC CONTROL

PAYMENT.

G.011 – EXISTING BRIDGE PLANS (ORIGINALS NOT AVAILA BLE) Use on replacement, widening or maintenance projects. EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS ARE N OT AVAILABLE.

G.012 – EXISTING BRIDGE PLANS (ORIGINALS AVAILABLE) Use on replacement, widening or maintenance projects. EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS MAY B E PURCHASED BY CONTACTING

THE PLANS REPRODUCTION OFFICE AT (404) 347-0600. TH E ORIGINAL BRIDGE WAS BUILT UNDER PROJECT NUMBER ***-**(**).

G.013 – EXISTING BRIDGE PLANS (ORIGINAL/WIDENING AV AILABLE) Use on replacement, widening or maintenance projects. EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS MAY B E PURCHASED BY CONTACTING

THE PLANS REPRODUCTION OFFICE AT (404) 347-0600. TH E ORIGINAL BRIDGE WAS BUILT UNDER PROJECT NUMBER ***-**(**) AND WAS WIDEN ED UNDER PROJECT NUMBER ***-**(**).

G.014 – DIMENSIONS AND ELEVATIONS Use on widening or maintenance projects. DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS A ND ELEVATIONS IN THE FIELD

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIG HT LINES INDICATE THE EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

G.015 – EPOXY RESIN ADHESIVE Use when fresh concrete is placed against hardened concrete. EPOXY RESIN ADHESIVE – APPLY EPOXY RESIN ADHESIVE T YPE w TO ALL HARDENED

CONCRETE SURFACES JUST PRIOR TO POURING THE CONCRETE FOR THE NEXT STAGE OF CONSTRUCTION, SEE SECTION 886 OF THE GEORGIA DOT SPECIFICATIONS. INCLUDE THE COST OF EPOXY ADHESIVE AND ITS APPLICAT ION IN THE OVERALL BID SUBMITTED.

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G.016 – EXISTING REINFORCEMENT Use on widening or maintenance projects. EXISTING REINFORCEMENT – BEND EXISTING REINFORCEMENT TO BE UTILIZED IN NEW

CONSTRUCTION IN A MANNER TO PROVIDE THE MAXIMUM LAP POSSIBLE OR AS SHOWN ON THE PLANS. THOROUGHLY CLEAN EXISTING REINFORCEMENT OF CONCRETE SCALE AND RUST BEFORE BONDING INTO NEW CONSTRUCTION.

G.017 – EXISTING RIP RAP Use on projects where the existing end bent(s) is being widened and where there is existing rip rap. EXISTING RIP RAP – INCLUDE THE COST OF REMOVING, RE LAYING, AND/OR REPLACING

RIP RAP IN THE OVERALL BID SUBMITTED.

G.018 – EXISTING SLOPE PAVING Use on projects where there is existing slope paving . EXISTING SLOPE PAVING - TAKE CARE TO PREVENT DAMAGI NG THE EXISTING SLOPE

PAVING. REPAIR ANY DAMAGE THAT OCCURS TO THE SLOPE PAVING, OTHER THAN THAT REQUIRED TO BE REMOVED FOR SUBSTRUCTURE EXCAVATION AND TO TIE NEW SLOPE PAVING INTO EXISTING SLOPE PAVING. MATCH THE NEW SLOPE PAVING TO EXISTING SLOPE PAVING. INCLUDE THE COST FOR REMOVA L OF SLOPE PAVING IN PRICE BID FOR `LUMP REMOVAL OF PARTS OF EXISTING BR ”.

G.019 – NO WAITING PERIOD See BFI. WAITING PERIOD - NONE REQUIRED.

G.020 – WAITING PERIOD See BFI. WAITING PERIOD – DO NOT BEGIN WORK AT BENTS 1 AND * * UNTIL THE COMPLETED END

FILLS HAVE BEEN IN PLACE FOR AN ESTIMATED PERIOD OF ** DAYS.

G.021 – INTERMEDIATE BENT EXCAVATION Use where new footing is a spread footing. INTERMEDIATE BENT EXCAVATION - WHEN EXCAVATING, TAK E CARE NOT TO DISTURB THE

EXISTING FOOTINGS. BLASTING WILL NOT BE ALLOWED.

G.022 – FOOTING ELEVATIONS Use on bridge projects with spread footings. If seal concrete is not needed (as per the Office of Construction), delete the last sentence. FOOTING ELEVATIONS – DO NOT LOWER FOOTING ELEVATIONS, AS SHOWN ON THE PLANS,

MORE THAN 3'-0” WITHOUT THE APPROVAL OF THE STATE B RIDGE ENGINEER. THIS SAME REQUIREMENT APPLIES TO THE SEAL CONCRETE.

G.023 – COFFERDAMS Use when the Office of Construction recommends cofferdams. COFFERDAMS – PROVIDE COFFERDAMS AT BENTS **, **, AN D **.

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G.024 – SEAL CONCRETE Use when the Office of Construction recommends seal concrete. SEAL CONCRETE – PROVIDE SEAL CONCRETE AT BENTS ** A ND **. CONCRETE,

REINFORCING STEEL (NUMBER OF COLUMN TIE BARS AND LE NGTH OF VERTICAL COLUMN BARS), AND SEAL CONCRETE QUANTITIES ARE BASED ON AN ASSUMED WATER SURFACE ELEVATION OF ***.** AND SHALL BE ADJUSTED B Y THE ENGINEER IF NECESSARY AT TIME OF CONSTRUCTION. EXTEND VERTICAL COLUMN BARS A MINIMUM OF 2'-9” INTO CAP. KEY SEALS 1'-0” MINIMUM INTO ROC K.

G.025 – FOUNDATION BACKFILL MATERIAL See BFI. FOUNDATION BACKFILL MATERIAL - PLACE 1'-0” OF TYPE w FOUNDATION BACKFILL

MATERIAL UNDER EACH FOOTING AT BENTS **, **, AND ** . THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0”.

G.026 – PLAN DRIVING OBJECTIVE (SEE SUBSTRUCTURE DETAILS) Use whenever piles are used on the project. PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.

G.027 – PLAN DRIVING OBJECTIVE (TABLE) When using standard bridge plans, use this note in lieu of G.026 – PLAN DRIVING OBJECTIVE Note. PLAN DRIVING OBJECTIVE - AT EACH BENT, DRIVE ALL PI LES TO THE DRIVING

RESISTANCE AFTER ACHIEVING THE MINIMUM PILE TIP ELE VATION. BENT DRIVING RESISTANCE MINIMUM PILE NUMBER (TONS) TIP ELEVATION * *** ***.** * *** ***.** * *** ***.**

G.027A – PDA TESTING See BFI. PDA TESTING – PILE DATA ANALYZER WILL BE UTILIZED B Y THE GEORGIA DOT DURING

THE PILE DRIVING OPERATION. NOTIFY THE GEOTECHNICA L BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND RESEARCH AT 404 -363-7546 TWO WEEKS PRIOR TO DRIVING PILES.

G.027B – VIBRATION MONITORING See BFI. VIBRATION MONITORING – THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL

BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND R ESEARCH AT 404-363-7546 TWO WEEKS PRIOR TO DRIVING PILES.

G.028 – PILOT HOLES See BFI. PILOT HOLES – DRILL A **” DIAMETER PILOT HOLE TO A MINIMUM ELEVATION OF

***.** AT BENT ** FOR EACH PILE.

G.029 – PILE POINTS See BFI. PILE POINTS - REINFORCE ALL PILE TIPS AT BENTS ** I N ACCORDANCE WITH SECTIONS

520 AND 855 OF THE GEORGIA DOT SPECIFICATIONS.

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G.030 – PILING (JETTING AND SPUDDING) See BFI. PILING - JETTING OR SPUDDING OF PSC PILING MAY BE N ECESSARY AT THIS SITE TO

ACHIEVE THE INDICATED PLAN DRIVING OBJECTIVE.

G.030A – PILING (PREDRILLING IN LIEU OF JETTING AND SPUDDING) See BFI. PILING - JETTING OR SPUDDING OF PSC PILING MAY BE N ECESSARY AT THIS SITE TO

ACHIEVE THE INDICATED PLAN DRIVING OBJECTIVE. AT CO NTRACTOR'S OPTION, USE PREDRILLING IN LIEU OF JETTING OR SPUDDING. THE E XTENT OF PREDRILLING SHALL BE TO ELEVATION ***.**. SEE SECTION 520 O F THE GEORGIA DOT SPECIFICATIONS.

G.031 – PILE DRIVING (FREEZE BEARING – MINIMUM TIP ELEVATION) See BFI. PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING

THE MINIMUM PILE TIP ELEVATION, ALLOW PILES TO FRE EZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.

G.032 – PILE DRIVING (FREEZE BEARING – TABLE) See BFI, the pile tip elevation is different from the minimum pile tip elevation. PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING

THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREE ZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.

BENT NUMBER PILE TIP ELEVATION * ***.** * ***.** * ***.**

G.033 – TEST PILES (PSC) Use when PSC piles are detailed. TEST PILES - DRIVE TEST PILES AT THE FOLLOWING LOCA TIONS: ONE ** IN SQ PSC X ** FT AT BENT ** ONE ** IN SQ PSC X ** FT AT BENT **

G.034 – QUICK LOAD TEST See BFI. QUICK LOAD TEST – PERFORM A QUICK LOAD TEST AT BENT S **, **, AND **. PERFORM

THE QUICK LOAD TESTS PRIOR TO DRIVING PILES AT OTHE R BENTS. THE LOAD TESTS SHALL BE IN COMPLIANCE WITH ASTM D 1143-81 SE CTION 5.6.

G.036A – DRIVING DATA PILES (AT THE BENTS LISTED) Provide a driving data pile at approximately one quarter of the bents that have piles. Test piles count as driving data piles, so reduce the total accordingly. DRIVING DATA PILES - ONE DRIVING DATA PILE SHALL BE REQUIRED AT EACH OF BENTS

**, **, AND **.

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G.037 – METAL SHELL PILES See BFI. METAL SHELL PILES - THE MINIMUM SHELL THICKNESS FOR PILES HAVING AN OUTSIDE

DIAMETER OF 16” OR LESS SHALL BE 1/4” AND FOR PILES HAVING AN OUTSIDE DIAMETER GREATER THAN 16” THRU 18” SHALL BE 5/16”. USE THESE SHELL THICKNESSES IN LIEU OF THOSE CALLED FOR IN SUB-SECT ION 520.3.05.M AND SUB-SECTION 855.2.01.A.1 OF THE GEORGIA DOT SPECIFI CATIONS.

G.038 – PILE BENT SWAYBRACING Use when design requires swaybracing. PILE BENT SWAYBRACING - SWAYBRACING REQUIRED AT INT ERMEDIATE BENTS **, **,

AND **.

G.039 – PILE ENCASEMENT Use with steel H piles in pile bents at stream crossings. PILE ENCASEMENT – ENCASE PILES AT BENTS ** AND ** I N CONCRETE UP TO ELEVATION

***.** OR 2'-0” ABOVE GROUND, WHICHEVER IS HIGHER. ENCASEMENT SHALL BE IN ACCORDANCE WITH SECTION 547 OF THE GEORGIA DOT SPECIFICATIONS.

G.039A – HIGH PERFORMANCE CONCRETE (HPC) PILES Use when BFI specifies HPC concrete for piles. HIGH PERFORMANCE CONCRETE (HPC) - PRESTRESSED CONCRETE PILES FOR THIS BRIDGE

UTILIZE HIGH PERFORMANCE CONCRETE. SPECIAL REQUIRE MENTS ARE REQUIRED AS DETAILED IN SPECIAL PROVISIONS SECTIONS 500 AND 865 . HPC PSC PILES WILL BE PAID FOR AS “PILING, PSC.”

G.040 – EXISTING INTERMEDIATE PILE BENT Use when the Office of Maintenance requires the existing steel piling to be cleaned and painted. EXISTING INTERMEDIATE PILE BENT – CLEAN AND PAINT A LL EXISTING PILES AND

SWAYBRACING IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. PAINT SHALL BE SYSTEM tq EXCEPT THE TOP COAT SHALL BE BLACK, FEDERAL STANDARD NO. 595 COLOR 27040.

G.041 – SMOOTH DOWEL BARS Use on bridge projects with PSC Beams. SMOOTH DOWEL BARS – PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP

HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, S EE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STI RRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.

G.042 – 1013 DOWEL BARS Use on bridge projects with Reinforced Concrete Deck Girders. 1013 DOWEL BARS – CAST 1013 DOWEL BARS IN PLACE OR PLACE DOWELS IN FORMED 3”

DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILA R TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFI CATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES. AT FIXED ENDS, EFFECTIVELY WRAP 1013 DOWEL BARS TO PREVENT BOND WITH BEAM CONCRETE. AT EXPANSION ENDS, FORM 1 1/2” X 3” X 7” DEEP SLOT IN BEAM FOR 1 013 DOWEL BARS.

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G.043 – ANCHOR BOLTS Use on bridge projects with Steel Beams. ANCHOR BOLTS – PLACE ANCHOR BOLTS IN FORMED 3” DIAM ETER X 12” DEEP HOLES AND

GROUT IN PLACE AS PER SUB-SECTION 501.3.05.B.3 OF T HE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR ANCHOR BOLT HOLES.

G.044 – ABUTMENT SOIL REINFORCING DEVICE INSERTS Use on projects where the end bent is placed on top of an MSE Wall. ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND

INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.

G.045 – FILL SETTLEMENT Use on projects where the end bent is placed on top of an MSE Wall and the BFI says that pile drag-down may be a problem. FILL SETTLEMENT – PROTECT PILES DRIVEN AT BENTS ** AND ** FROM NEGATIVE SKIN

FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICA TIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.

G.046 – UTILITY CASING Use on projects where the end bent is placed on top of an MSE Wall and a utility under pressure (water, sewage, gas…) is attached to the bridge. UTILITY CASING - ENCASE EACH UTILITY WITHIN THE LIM ITS OF THE WALL BACKFILL

IN A CONCRETE PIPE EXTENDING FROM THE BACK FACE OF THE BRIDGE END WALL TO 2'-0” BEYOND THE LIMIT OF THE MSE WALL BACKFILL MAT ERIAL. THE PIPE SHALL BE SUPPLIED AND PLACED BY THE UTILITY OWNER DURING CONSTRUCTION OF THE WALL; TAKE CARE NOT TO DAMAGE WALL MESH OR STRAPS.

G.047 – UTILITY HANGERS (ATTACHED TO DECK) Used for “light” utilities (small gas lines, electrical, cable…) attached to the bridge deck within a bay. UTILITY HANGERS - FURNISH AND INSTALL CONCRETE INSE RTS. USE ANVIL FIGURE

282, AAA TECHNOLOGY FIGURE 912 OR APPROVED EQUAL CONCRETE INSERT. INCLUDE THE COST OF FURNISHING AND INSTALLING CONCRETE INSE RTS IN THE OVERALL BID SUBMITTED. ALL OTHER COMPONENTS OF HANGER ASSEMBLIES SHALL BE FURNISHED AND INSTALLED BY UTILITY OWNER.

G.047A – GDOT ATMS ATTACHMENTS Used when ATMS conduit is attached to the bridge deck within a bay. GDOT ATMS ATTACHMENTS - FURNISH AND INSTALL CONCRETE INSERTS AND HANGER

ASSEMBLIES. USE ANVIL FIGURE 282, AAA TECHNOLOGY F IGURE 912 OR APPROVED EQUAL CONCRETE INSERTS. INCLUDE THE COST OF FURNISHING AND INSTALLING CONCRETE INSERTS AND HANGER COMPONENTS IN THE OVERALL BID SUBMITTED.

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G.048 – WATER/SEWER MAIN HANGERS (ATTACHED TO CONCR ETE BEAMS) Used for “heavy” utilities (water, sewage, multiple cables…) supported by a support assembly that is attached to the beams. WATER/SEWER MAIN HANGERS - PIPE ROLL SUPPORT ASSEMBLIES AND KEEPER STRAPS

SHALL BE FURNISHED AND INSTALLED BY THE UTILITY OWN ER. FURNISH AND INSTALL ALL OTHER COMPONENTS OF HANGER ASSEMBLIES AND INCLUDE THE COST IN THE OVERALL BID SUBMITTED.

G.049 – WATER/SEWER MAIN HANGERS (ATTACHED TO STEEL BEAMS) Used for “heavy” utilities (water, sewage, multiple cables…) supported by a support assembly that is attached to the beams. WATER/SEWER MAIN HANGERS - PIPE ROLL SUPPORT ASSEMBLIES AND KEEPER STRAPS

SHALL BE FURNISHED AND INSTALLED BY THE UTILITY OWN ER. FURNISH AND INSTALL ALL OTHER COMPONENTS OF HANGER ASSEMBLIES AND INCLUDE THE COST IN THE PRICE BID FOR `LUMP STR STEEL”.

G.050 – STANDARD PLAN MODIFICATION (APPROACH SLAB) Use when the required opening at the approach slab exceeds ¾” (20 mm). STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SL AB STANDARD TO INCREASE

THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO **”. SEE ROADWAY P LANS FOR APPROACH SLAB PAYMENT.

G.050A – STANDARD PLAN MODIFICATION (ENDPOST) Use when the endpost length exceeds 6’-6” (2000 mm). STANDARD PLAN MODIFICATION - MODIFY THE ENDPOST STA NDARD TO INCREASE THE

NUMBER OF P401 AND P701 BARS TO PROVIDE ** OF EACH BAR IN THE **’-**” ENDPOST AND ** OF EACH BAR IN THE **’-**” ENDPOST.

G.053 – POUR STRIP Use on widening or stage construction of Reinforced Concrete Deck Girders or Steel Continuous Unit Bridges. POUR STRIP - CONCRETE FOR THE POUR STRIP SHALL BE C LASS AA-1 CONCRETE AND

SHALL BE PAID FOR IN `LUMP SUPERSTR CONCRETE, CL AA ”.

G.055 – GROOVED CONCRETE Use on all bridge projects. GROOVED CONCRETE – GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER

SUB-SECTION 500.3.05.T.9.C OF THE GEORGIA DOT SPECI FICATIONS.

G.056 – RIDING QUALITY Use on bridge projects as per Design Memos. RIDING QUALITY - THE FINISHED BRIDGE DECK AND APPRO ACH SLABS SHALL MEET THE

RIDE QUALITY REQUIREMENTS AS SPECIFIED IN SUB-SECTI ON 500.3.06.E OF THE GEORGIA DOT SPECIFICATIONS FOR STATE ROUTES WITH FOUR LANES OR MORE.

G.057 – BOTTOM OF BEAM ELEVATIONS Use on Reinforced Concrete Deck Girder bridges. BOTTOM OF BEAM ELEVATIONS - BOTTOM OF THE BEAMS SHALL NOT BE BELOW ELEVATION

***.**.

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G.058 – CHARPY V-NOTCH TEST Use on bridge projects with steel beams/girders. CHARPY V-NOTCH TEST - ALL W-BEAMS AND ALL COMPONENTS OF ALL PLATE GIRDERS ARE

MAIN LOAD CARRYING MEMBERS SUBJECT TO TENSILE STRESS AND SHALL MEET THE CHARPY V-NOTCH TEST REQUIREMENTS AS SPECIFIED BY SECTION 851 OF THE GEORGIA DOT SPECIFICATIONS.

G.059 – PSC BEAMS (TYPE I MOD) Use on bridge projects with Type I Mod PSC Beams. PSC BEAMS - PRESTRESSED CONCRETE AASHTO TYPE q MODIFIED BEAMS SHALL BE PAID

FOR AS `LF PSC BEAMS, AASHTO TYPE q”.

G.060 – CHAIN LINK FENCE Use when chain link fence is detailed. CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID F OR AS `LF CH LK FENCE, ZC

COAT, 6 FT, 9 GA”.

G.061 – BACKUP STRIPS AND EXTENSION BARS Use on projects with steel beams when the Office of Maintenance requires backup strips and extension bars on existing beams to be removed. BACKUP STRIPS AND EXTENSION BARS – REMOVE BACKUP STRIPS AND EXTENSION BARS ON

THE BOTTOM FLANGES OF ALL EXISTING BEAMS. AFTER BAC KUP STRIPS HAVE BEEN REMOVED, GRIND WELDS SMOOTH. PERFORM GRINDING PARALLEL TO THE LENGTH OF THE BEAM. CHIPPING WILL NOT BE ALLOWED. REPAIR AN Y VISUAL IMPERFECTIONS BY WELDING AND GRINDING SMOOTH AS STATED ABOVE. NOTIFY THE OFFICE OF MATERIALS AND RESEARCH AT (404) 363-7616 PRIOR TO R EMOVAL OF BACKUP STRIPS AND EXTENSION BARS FOR ON SITE INSPECTION. I NCLUDE THE COST OF REMOVING BACKUP STRIPS AND EXTENSION BARS AND REPAIR OF VISUAL IMPERFECTIONS IN THE OVERALL BID SUBMITTED.

G.062 – WELDING Use on all projects. WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY CERTIFIED

WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND RESEARCH. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.

G.063 – GRINDING OF EXISTING SIDEWALK Use when the existing sidewalk has to be removed. GRINDING OF EXISTING SIDEWALK - AFTER REMOVING THE EXISTING SIDEWALK TO

WITHIN 1/2” OF THE FINISHED ROADWAY SURFACE, CUT TH E VERTICAL REINFORCING STEEL 1 1/2” BELOW THE FINISHED ROADWAY SURFACE, AN D FILL THE REMAINING VOID WITH AN APPROVED EPOXY GROUT. THEN GRIND THE REMAINING SIDEWALK FLUSH WITH THE FINISHED ROADWAY SURFACE. INCLUDE T HE COST OF THIS GRINDING IN PRICE BID FOR `LUMP REMOVAL OF PARTS OF EXISTING BR”.

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G.064 – EXISTING BRIDGE JOINTS (EXPANSION JOINTS) Use for widening or maintenance projects when the Office of Maintenance requires the existing expansion joints to be cleaned and sealed. EXISTING BRIDGE JOINTS – CLEAN EXISTING BRIDGE EXPA NSION JOINTS OF ALL DIRT,

REFUSE, AND EXISTING SEALANT AND SEAL JOINTS USING LOW DENSITY POLYETHYLENE SEAL AS PER SECTION 449.2.D OF THE GEO RGIA DOT SPECIFICATIONS. INCLUDE THE COST OF MATERIALS AND I NSTALLATION IN THE OVERALL BID SUBMITTED.

G.065 – EXISTING BRIDGE JOINTS (CONSTRUCTION AND DUMMY JOINTS) Use for widening or maintenance projects when the Office of Maintenance requires the existing construction and dummy joints to be cleaned and sealed. EXISTING BRIDGE JOINTS - CLEAN EXISTING BRIDGE CONS TRUCTION AND DUMMY JOINTS

OF ALL DIRT, REFUSE, AND EXISTING SEALANT AS PER SU B-SECTIONS 461.3.05.A OF THE GEORGIA DOT SPECIFICATIONS. SEAL JOINTS USI NG SILICONE SEALANT (TYPE B, C OR D) AS PER SUB-SECTIONS 461.3.05.C AND 833.2.06 OF THE GEORGIA DOT SPECIFICATIONS. INCLUDE THE COST OF MAT ERIALS AND INSTALLATION IN THE OVERALL BID SUBMITTED.

G.066 – JACKING OF EXISTING BRIDGE Use for widening or maintenance projects when the existing bridge is to be jacked. JACKING OF EXISTING BRIDGE – RAISE EXISTING STRUCTU RE ** INCHES. SEE SECTION

518 OF THE GEORGIA DOT SPECIFICATIONS.

G.067 – PAINT (NEW BRIDGE) Use on new bridge with steel beams. PAINT – CLEAN AND PAINT ALL STRUCTURAL STEEL AS PER SECTION 535 OF THE

GEORGIA DOT SPECIFICATIONS.

G.068 – PAINT (NEW AND EXISTING BRIDGE) Use for widening projects with steel beams where the existing beams are to be painted. PAINT - CLEAN AND PAINT ALL NEW AND EXISTING STRUCT URAL STEEL AS PER SECTION

535 OF THE GEORGIA DOT SPECIFICATIONS.

G.069 – PAINT (NEW AND EXISTING – LEAD – BRIDGE) Use for widening projects with steel beams when the Office of Maintenance's letter states the existing bridge was painted with lead paint and where the existing beams are to be painted. PAINT - CLEAN AND PAINT ALL NEW AND EXISTING STRUCT URAL STEEL AS PER SECTION

535 OF THE GEORGIA DOT SPECIFICATIONS. EXISTING STR UCTURAL STEEL HAS BEEN PAINTED WITH LEAD PAINT.

G.070 – SPECIAL PROTECTIVE COATING (FOR PILING) Use on bridge projects with steel pile bents. SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH

SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WIT H SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.

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G.071 – EXISTING BRONZE PLAQUES Use for replacement, widening or maintenance projects. EXISTING BRONZE PLAQUES - CAREFULLY REMOVE THE EXIS TING BRONZE NAME PLAQUES

FROM THE EXISTING BRIDGE. CLEAN AND INSTALL THE PLA QUES ON THE END POSTS AS DIRECTED BY THE ENGINEER. INCLUDE THE COST OF R EMOVING, CLEANING, AND INSTALLING BRONZE NAME PLAQUES IN THE OVERALL BID S UBMITTED.

G.072 – SALVAGE MATERIAL (NONE) Use for widening or maintenance projects when the Office of Maintenance says there is no salvage material. SALVAGE MATERIAL - NO MATERIAL REMOVED FROM THE EXI STING STRUCTURE SHALL BE

SALVAGED FOR USE BY THE GEORGIA DOT.

G.074 – SALVAGE OF STRUCTURAL STEEL (TRANSPORTED BY CONTRACTOR) Use for widening or maintenance projects when the Office of Maintenance says there is salvage structural steel. SALVAGE OF STRUCTURAL STEEL - ALL STRUCTURAL STEEL IS TO BE SALVAGED,

DISASSEMBLED, AND TRANSPORTED TO THE **** MAINTENAN CE ****. UNLOAD THE EXISTING STRUCTURAL STEEL AS DIRECTED BY GEORGIA DO T PERSONNEL. NOTIFY THE ASSISTANT DISTRICT ENGINEER, MAINTENANCE, DISTR ICT ** TWO WEEKS PRIOR TO DELIVERY.

G.075 – SALVAGE OF EXISTING BRIDGE MATERIALS (TRANS PORTED BY GDOT) Use for widening or maintenance projects when the Office of Maintenance says there is salvage material. SALVAGE OF EXISTING BRIDGE MATERIALS - **** AND *** * ARE TO BE SALVAGED FOR

USE BY THE GEORGIA DOT. REMOVE AND STOCKPILE MATERIAL. NOTIFY THE ** DISTRICT MAINTENANCE ENGINEER AND AT A MUTUALLY AGREEABLE TIME, LOAD THE SALVAGED MATERIAL ON GEORGIA DOT VEHICLES.

G.076 – SALVAGE OF EXISTING BRIDGE MATERIALS (TRANS PORTED BY CONTRACTOR) Use for widening or maintenance projects when the Office of Maintenance says there is salvage material. SALVAGE OF EXISTING BRIDGE MATERIALS - **** AND *** * ARE TO BE SALVAGED,

DISASSEMBLED, AND TRANSPORTED TO THE **** MAINTENAN CE ****. UNLOAD THE SALVAGED COMPONENTS AS DIRECTED BY GEORGIA DOT PERSONNEL. NOTIFY THE ASSISTANT DISTRICT ENGINEER, MAINTENANCE, DISTRICT ** TWO WEEKS PRIOR TO DELIVERY.

G.077 – INCIDENTAL ITEMS Use on all projects. INCIDENTAL ITEMS – INCLUDE THE COST INCIDENTAL TO T HE WORK THAT IS NOT

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVE RALL BID SUBMITTED. THIS INCLUDES THE COST OF CLEANING AND BENDING OF E XISTING REINFORCEMENT, WATERPROOFING, JOINT FILLERS, AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

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G.078 – SHOP DRAWINGS (FOR OFFICE OF CONSULTANT DESIGN PROJECTS) Use on all Office of Consultant Design Projects. SHOP DRAWINGS – WHEN SUBMITTING SHOP DRAWINGS FOR THIS PROJECT TO THE DOT

GENERAL OFFICE, SUBMIT THEM TO THE OFFICE OF CONSUL TANT DESIGN.

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DESIGN.1 – DESIGN DATA DESIGN DATA SPECIFICATIONS ------------------------------------ AASHTO 17TH EDITION, 2002 (DESIGNED FOR SEISM IC PERFORMANCE CATEGORY A) (DESIGNED FOR SEISM IC PERFORMANCE CATEGORY B) TYPICAL HS20-44 AND/OR MILITARY LOADING ----------- ----------- IMPACT ALLOWED FUTURE PAVING ALLOWANCE --------------------------- --------- 30 LBS PER SQ FT CONCRETE: SUPERSTRUCTURE -------------------------- -- CLASS AA, u = 3,500 PSI PSC BEAMS ------------------------------- - CLASS AAA, u = *,*** PSI PSC BEAMS ------------------------- CLASS AAA, u = SEE BEAM SHEETS PSC BEAM ALLOWABLE TENSION -------------- ------------------ *** PSI PSC BEAM ALLOWABLE TENSION -------------- ---------- SEE BEAM SHEETS SUBSTRUCTURE ---------------------------- --- CLASS A, u = 3,000 PSI SUBSTRUCTURE ---------------------------- -- CLASS AA, u = 3,500 PSI STRUCTURAL STEEL BEAMS ---------------------------- ------- LOAD FACTOR DESIGN STRUCTURAL STEEL BEAMS ---------------------------- ------ SERVICE LOAD DESIGN REINFORCEMENT STEEL: ------------------------------ - GRADE 60, o = 60,000 PSI PRETENSIONING STRANDS: ---------------------------- ---------- i = 270,000 PSI

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SUMMARY.1 – SUMMARY OF QUANTITIES (ONE BRIDGE) SUMMARY OF QUANTITIES PAY ITEM NUMBER QUANTITY UNIT PAY ITEM 205-0001 **** CY UNCLASS EXCAV 207-0203 **** CY FOUND BKFILL MATL, TP II 211-0200 **** CY BRIDGE EXCAVATION, GRADE SEPARATION 211-0300 **** CY BRIDGE EXCAVATION, STREAM CROSSING 441-0004 **** SY CONC SLOPE PAV, 4 IN 449-1800 **** EA ELASTOMERIC PROFILE BRIDG E JOINT SEALS, BR NO - 1 500-0100 **** SY GROOVED CONCRETE 500-1005 LUMP LS SUPERSTR CONCRETE, CL A, BR NO - 1 (****) 500-1006 LUMP LS SUPERSTR CONCRETE, CL AA, BR NO - 1 (****) 500-1008 LUMP LS SUPERSTR CONCRETE, CL AA- 1, BR NO - 1 (****) 500-2100 **** LF CONCRETE BARRIER 500-2110 **** LF CONCRETE PARAPET, SPCL DE SIGN 500-3002 **** CY CLASS AA CONCRETE 500-3101 **** CY CLASS A CONCRETE 500-3650 **** CY CLASS AA-1 CONC 500-3700 **** CY SEAL CONC 501-2100 **** LB STR STEEL, SWAYBRACING 501-3000 LUMP LS STR STEEL, BR NO - 1 (*** *) 507-9001 **** LF PSC BEAMS, AASHTO TYPE I, BR NO - 1 507-9002 **** LF PSC BEAMS, AASHTO TYPE II , BR NO - 1 507-9003 **** LF PSC BEAMS, AASHTO TYPE II I, BR NO - 1 507-9004 **** LF PSC BEAMS, AASHTO TYPE IV , BR NO - 1 507-9005 **** LF PSC BEAMS, AASHTO TYPE V, BR NO - 1 507-9030 **** LF PSC BEAMS, AASHTO, BULB T EE, 54 IN, BR NO - 1 507-9031 **** LF PSC BEAMS, AASHTO, BULB T EE, 63 IN, BR NO - 1 507-9032 **** LF PSC BEAMS, AASHTO, BULB T EE, 72 IN, BR NO - 1 507-9033 **** LF PSC BEAMS, AASHTO, BULB T EE, 74 IN, BR NO - 1 509-0005 LUMP LS PRESTRESSING CAST-IN-PLAC E CONC, BR NO - 1 (****) 511-1000 **** LB BAR REINF STEEL 511-3000 LUMP LS SUPERSTR REINF STEEL, BR NO - 1 (****) 514-0500 **** LB EPOXY COATED BAR REINFORC EMENT STEEL 514-1000 LUMP LS EPOXY COATED SUPERSTR REI NF STEEL, BR NO - 1 (****) 515-2020 **** LF GALV STEEL PIPE HANDRAIL, 2 IN, ROUND 516-1100 **** LF ALUM HANDRAIL, STD 3626 518-1000 LUMP LS RAISE EXISTING BRIDGE, ST A - **+** 519-0400 **** SY CONCRETE OVERLAY, PORTLAN D CEMENT, VARB THK 519-0520 **** SY COPOLYMER OVERLAY 520-0242 **** EA H-PILE POINTS, HP 10 X 42 520-0353 **** EA H-PILE POINTS, HP 12 X 53 520-0573 **** EA H-PILE POINTS, HP 14 X 73 520-0589 **** EA H-PILE POINTS, HP 14 X 89 520-1104 **** LF PILING IN PLACE, STEEL H, HP 10 X 42 520-1125 **** LF PILING IN PLACE, STEEL H, HP 12 X 53 520-1147 **** LF PILING IN PLACE, STEEL H, HP 14 X 73 520-1151 **** LF PILING IN PLACE, STEEL H, HP 14 X 89 520-1312 **** LF PILING IN PLACE, METAL SH ELL, 12 3/4 IN OD 520-1314 **** LF PILING IN PLACE, METAL SH ELL, 14 IN OD 520-1316 **** LF PILING IN PLACE, METAL SH ELL, 16 IN OD 520-1318 **** LF PILING IN PLACE, METAL SH ELL, 18 IN OD 520-2212 **** LF PILING, PSC, 12 IN SQ 520-2214 **** LF PILING, PSC, 14 IN SQ 520-2216 **** LF PILING, PSC, 16 IN SQ 520-2218 **** LF PILING, PSC, 18 IN SQ 520-2220 **** LF PILING, PSC, 20 IN SQ 520-2224 **** LF PILING, PSC, 24 IN SQ 520-2230 **** LF PILING, PSC, 30 IN SQ 520-2236 **** LF PILING, PSC, 36 IN SQ 520-3212 **** EA TEST PILE, PSC, 12 IN SQ 520-3214 **** EA TEST PILE, PSC, 14 IN SQ 520-3216 **** EA TEST PILE, PSC, 16 IN SQ 520-3218 **** EA TEST PILE, PSC, 18 IN SQ 520-3220 **** EA TEST PILE, PSC, 20 IN SQ

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520-3224 **** EA TEST PILE, PSC, 24 IN SQ 520-3230 **** EA TEST PILE, PSC, 30 IN SQ 520-3236 **** EA TEST PILE, PSC, 36 IN SQ 520-4104 **** EA LOAD TEST, STEEL H, HP 10 X 42 (IF REQD) 520-4125 **** EA LOAD TEST, STEEL H, HP 12 X 53 (IF REQD) 520-4147 **** EA LOAD TEST, STEEL H, HP 14 X 73 (IF REQD) 520-4151 **** EA LOAD TEST, STEEL H, HP 14 X 89 (IF REQD) 520-4212 **** EA LOAD TEST, PSC, 12 IN SQ (IF REQD) 520-4214 **** EA LOAD TEST, PSC, 14 IN SQ (IF REQD) 520-4216 **** EA LOAD TEST, PSC, 16 IN SQ (IF REQD) 520-4218 **** EA LOAD TEST, PSC, 18 IN SQ (IF REQD) 520-4220 **** EA LOAD TEST, PSC, 20 IN SQ (IF REQD) 520-4224 **** EA LOAD TEST, PSC, 24 IN SQ (IF REQD) 520-4230 **** EA LOAD TEST, PSC, 30 IN SQ (IF REQD) 520-4236 **** EA LOAD TEST, PSC, 36 IN SQ (IF REQD) 520-4312 **** EA LOAD TEST, METAL SHELL, 1 2 3/4 IN OD (IF REQD) 520-4314 **** EA LOAD TEST, METAL SHELL, 1 4 IN OD (IF REQD) 520-4316 **** EA LOAD TEST, METAL SHELL, 1 6 IN OD (IF REQD) 520-4318 **** EA LOAD TEST, METAL SHELL, 1 8 IN OD (IF REQD) 520-5000 **** LF PILOT HOLES 522-1000 LUMP LS SHORING 524-0010 **** LF DRILLED CAISSON - *** IN 524-0300 **** EA LOAD TEST, CAISSON - *** IN 525-1000 **** EA COFFERDAM 529-1000 LUMP LS NAVIGATION LIGHTING, BR N O - 1 530-0105 **** SY WATERPROOFING 531-1000 **** SY DAMPPROOFING 535-1005 LUMP LS PAINT EXIST STEEL STRUCTU RE, STA NO - **+** 540-1101 LUMP LS REMOVAL OF EXISTING BR, S TA NO - **+** 540-1102 LUMP LS REMOVAL OF EXISTING BR, B R NO - 1 540-1201 LUMP LS REMOVAL OF PARTS OF EXIST ING BR, STA NO - **+** 540-1202 LUMP LS REMOVAL OF PARTS OF EXIST ING BRIDGE, BR NO - 1 541-0001 LUMP LS DETOUR BRIDGE - *** FT X *** FT, STA - **+** 544-1000 LUMP LS DECK DRAIN SYSTEM, BR NO - 1 547-2010 **** LF PILE ENCASEMENT, 10 IN PI LE 547-2012 **** LF PILE ENCASEMENT, 12 IN PI LE 547-2014 **** LF PILE ENCASEMENT, 14 IN PI LE 581-1000 LUMP LS POT BEARING, BR NO - 1 (* ***) 603-0006 **** SY STONE BLANKET PROTECTION, 6 IN 603-2012 **** SY STN DUMPED RIP RAP, TP 1, 12 IN 603-2018 **** SY STN DUMPED RIP RAP, TP 1, 18 IN 603-2024 **** SY STN DUMPED RIP RAP, TP 1, 24 IN 603-2036 **** SY STN DUMPED RIP RAP, TP 1, 36 IN 603-2180 **** SY STN DUMPED RIP RAP, TP 3, 12 IN 603-2181 **** SY STN DUMPED RIP RAP, TP 3, 18 IN 603-2182 **** SY STN DUMPED RIP RAP, TP 3, 24 IN 603-2186 **** SY STN DUMPED RIP RAP, TP 3, 36 IN 603-7000 **** SY PLASTIC FILTER FABRIC 620-0100 **** LF TEMPORARY BARRIER, METHOD NO. 1 620-0200 **** LF TEMPORARY BARRIER, METHOD NO. 2 643-1152 **** LF CH LK FENCE, ZC COAT, 6 F T, 9 GA

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SUMMARY.2 – SUMMARY OF QUANTITIES (TWO BRIDGES OR A LTERNATES) SUMMARY OF QUANTITIES QUANTITIES PAY ITEM LEFT RIGHT NUMBER BRIDGE BRIDGE UNIT PAY ITEM 205-0001 **** **** CY UNCLASS EXCAV 207-0203 **** **** CY FOUND BKFILL MAT L, TP II 211-0200 **** **** CY BRIDGE EXCAVATIO N, GRADE SEPARATION 211-0300 **** **** CY BRIDGE EXCAVATIO N, STREAM CROSSING 441-0004 **** **** SY CONC SLOPE PAV, 4 IN 449-1800 **** ---- EA ELASTOMERIC PROF ILE BRIDGE JOINT SEALS, BR NO - 1 LT 449-1800 ---- **** EA ELASTOMERIC PROF ILE BRIDGE JOINT SEALS, BR NO - 1 RT 500-0100 **** **** SY GROOVED CONCRETE 500-1005 LUMP ---- LS SUPERSTR CONCRET E, CL A, BR NO - 1 LT (****) 500-1005 ---- LUMP LS SUPERSTR CONCRET E, CL A, BR NO - 1 RT (****) 500-1006 LUMP ---- LS SUPERSTR CONCRET E, CL AA, BR NO - 1 LT (****) 500-1006 ---- LUMP LS SUPERSTR CONCRET E, CL AA, BR NO - 1 RT (****) 500-1008 LUMP ---- LS SUPERSTR CONCRET E, CL AA-1, BR NO - 1 LT (****) 500-1008 ---- LUMP LS SUPERSTR CONCRET E, CL AA-1, BR NO - 1 RT (****) 500-2100 **** **** LF CONCRETE BARRIER 500-2110 **** **** LF CONCRETE PARAPET , SPCL DESIGN 500-3002 **** **** CY CLASS AA CONCRET E 500-3101 **** **** CY CLASS A CONCRETE 500-3650 **** **** CY CLASS AA-1 CONC 500-3700 **** **** CY SEAL CONC 501-2100 **** **** LB STR STEEL, SWAYB RACING 501-3000 LUMP ---- LS STR STEEL, BR NO - 1 LT (****) 501-3000 ---- LUMP LS STR STEEL, BR NO - 1 RT (****) 507-9001 **** ---- LF PSC BEAMS, AASHT O TYPE I, BR NO - 1 LT 507-9001 ---- **** LF PSC BEAMS, AASHT O TYPE I, BR NO - 1 RT 507-9002 **** ---- LF PSC BEAMS, AASHT O TYPE II, BR NO - 1 LT 507-9002 ---- **** LF PSC BEAMS, AASHT O TYPE II, BR NO - 1 RT 507-9003 **** ---- LF PSC BEAMS, AASHT O TYPE III, BR NO - 1 LT 507-9003 ---- **** LF PSC BEAMS, AASHT O TYPE III, BR NO - 1 RT 507-9004 **** ---- LF PSC BEAMS, AASHT O TYPE IV, BR NO - 1 LT 507-9004 ---- **** LF PSC BEAMS, AASHT O TYPE IV, BR NO - 1 RT 507-9005 **** ---- LF PSC BEAMS, AASHT O TYPE V, BR NO - 1 LT 507-9005 ---- **** LF PSC BEAMS, AASHT O TYPE V, BR NO - 1 RT 507-9030 **** ---- LF PSC BEAMS, AASHT O, BULB TEE, 54 IN, BR NO - 1 LT 507-9030 ---- **** LF PSC BEAMS, AASHT O, BULB TEE, 54 IN, BR NO - 1 RT 507-9031 **** ---- LF PSC BEAMS, AASHT O, BULB TEE, 63 IN, BR NO - 1 LT 507-9031 ---- **** LF PSC BEAMS, AASHT O, BULB TEE, 63 IN, BR NO - 1 RT 507-9032 **** ---- LF PSC BEAMS, AASHT O, BULB TEE, 72 IN, BR NO - 1 LT 507-9032 ---- **** LF PSC BEAMS, AASHT O, BULB TEE, 72 IN, BR NO - 1 RT 507-9033 **** ---- LF PSC BEAMS, AASHT O, BULB TEE, 74 IN, BR NO - 1 LT 507-9033 ---- **** LF PSC BEAMS, AASHT O, BULB TEE, 74 IN, BR NO - 1 RT 509-0005 LUMP ---- LS PRESTRESSING CAS T-IN-PLACE CONC, BR NO - 1 LT (****) 509-0005 ---- LUMP LS PRESTRESSING CAS T-IN-PLACE CONC, BR NO - 1 RT (****) 511-1000 **** **** LB BAR REINF STEEL 511-3000 LUMP ---- LS SUPERSTR REINF S TEEL, BR NO - 1 LT (****) 511-3000 ---- LUMP LS SUPERSTR REINF S TEEL, BR NO - 1 RT (****) 514-0500 **** **** LB EPOXY COATED BAR REINFORCEMENT STEEL 514-1000 LUMP ---- LS EPOXY COATED SUP ERSTR REINF STEEL, BR NO - 1 LT (****) 514-1000 ---- LUMP LS EPOXY COATED SUP ERSTR REINF STEEL, BR NO - 1 RT (****) 515-2020 **** **** LF GALV STEEL PIPE HANDRAIL, 2 IN, ROUND 516-1100 **** **** LF ALUM HANDRAIL, S TD 3626 518-1000 LUMP LUMP LS RAISE EXISTING B RIDGE, STA - **+** 519-0400 **** **** SY CONCRETE OVERLAY , PORTLAND CEMENT, VARB THK 519-0520 **** **** SY COPOLYMER OVERLA Y 520-0242 **** **** EA H-PILE POINTS, H P 10 X 42 520-0353 **** **** EA H-PILE POINTS, H P 12 X 53 520-0573 **** **** EA H-PILE POINTS, H P 14 X 73 520-0589 **** **** EA H-PILE POINTS, H P 14 X 89 520-1104 **** **** LF PILING IN PLACE, STEEL H, HP 10 X 42 520-1125 **** **** LF PILING IN PLACE, STEEL H, HP 12 X 53

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520-1147 **** **** LF PILING IN PLACE, STEEL H, HP 14 X 73 520-1151 **** **** LF PILING IN PLACE, STEEL H, HP 14 X 89 520-1312 **** **** LF PILING IN PLACE, METAL SHELL, 12 3/4 IN OD 520-1314 **** **** LF PILING IN PLACE, METAL SHELL, 14 IN OD 520-1316 **** **** LF PILING IN PLACE, METAL SHELL, 16 IN OD 520-1318 **** **** LF PILING IN PLACE, METAL SHELL, 18 IN OD 520-2212 **** **** LF PILING, PSC, 12 IN SQ 520-2214 **** **** LF PILING, PSC, 14 IN SQ 520-2216 **** **** LF PILING, PSC, 16 IN SQ 520-2218 **** **** LF PILING, PSC, 18 IN SQ 520-2220 **** **** LF PILING, PSC, 20 IN SQ 520-2224 **** **** LF PILING, PSC, 24 IN SQ 520-2230 **** **** LF PILING, PSC, 30 IN SQ 520-2236 **** **** LF PILING, PSC, 36 IN SQ 520-3212 **** **** EA TEST PILE, PSC, 12 IN SQ 520-3214 **** **** EA TEST PILE, PSC, 14 IN SQ 520-3216 **** **** EA TEST PILE, PSC, 16 IN SQ 520-3218 **** **** EA TEST PILE, PSC, 18 IN SQ 520-3220 **** **** EA TEST PILE, PSC, 20 IN SQ 520-3224 **** **** EA TEST PILE, PSC, 24 IN SQ 520-3230 **** **** EA TEST PILE, PSC, 30 IN SQ 520-3236 **** **** EA TEST PILE, PSC, 36 IN SQ 520-4104 **** **** EA LOAD TEST, STEEL H, HP 10 X 42 (IF REQD) 520-4125 **** **** EA LOAD TEST, STEEL H, HP 12 X 53 (IF REQD) 520-4147 **** **** EA LOAD TEST, STEEL H, HP 14 X 73 (IF REQD) 520-4151 **** **** EA LOAD TEST, STEEL H, HP 14 X 89 (IF REQD) 520-4212 **** **** EA LOAD TEST, PSC, 12 IN SQ (IF REQD) 520-4214 **** **** EA LOAD TEST, PSC, 14 IN SQ (IF REQD) 520-4216 **** **** EA LOAD TEST, PSC, 16 IN SQ (IF REQD) 520-4218 **** **** EA LOAD TEST, PSC, 18 IN SQ (IF REQD) 520-4220 **** **** EA LOAD TEST, PSC, 20 IN SQ (IF REQD) 520-4224 **** **** EA LOAD TEST, PSC, 24 IN SQ (IF REQD) 520-4230 **** **** EA LOAD TEST, PSC, 30 IN SQ (IF REQD) 520-4236 **** **** EA LOAD TEST, PSC, 36 IN SQ (IF REQD) 520-4312 **** **** EA LOAD TEST, METAL SHELL, 12 3/4 IN OD (IF REQD) 520-4314 **** **** EA LOAD TEST, METAL SHELL, 14 IN OD (IF REQD) 520-4316 **** **** EA LOAD TEST, METAL SHELL, 16 IN OD (IF REQD) 520-4318 **** **** EA LOAD TEST, METAL SHELL, 18 IN OD (IF REQD) 520-5000 **** **** LF PILOT HOLES 522-1000 LUMP LUMP LS SHORING 524-0010 **** **** LF DRILLED CAISSON - *** IN 524-0300 **** **** EA LOAD TEST, CAISS ON - *** IN 525-1000 **** **** EA COFFERDAM 529-1000 LUMP ---- LS NAVIGATION LIGHT ING, BR NO - 1 LT 529-1000 ---- LUMP LS NAVIGATION LIGHT ING, BR NO - 1 RT 530-0105 **** **** SY WATERPROOFING 531-1000 **** **** SY DAMPPROOFING 535-1005 LUMP LUMP LS PAINT EXIST STEE L STRUCTURE, STA NO - **+** 540-1101 LUMP LUMP LS REMOVAL OF EXIST ING BR, STA NO - **+** 540-1102 LUMP ---- LS REMOVAL OF EXIST ING BRIDGE, BR NO - 1 LT 540-1102 ---- LUMP LS REMOVAL OF EXIST ING BRIDGE, BR NO - 1 RT 540-1201 LUMP LUMP LS REMOVAL OF PARTS OF EXISTING BR, STA NO - **+** 540-1202 LUMP ---- LS REMOVAL OF PARTS OF EXISTING BR, BR NO - 1 LT 540-1202 ---- LUMP LS REMOVAL OF PARTS OF EXISTING BR, BR NO - 1 RT 541-0001 LUMP LUMP LS DETOUR BRIDGE - *** FT X *** FT, STA - **+** 544-1000 LUMP ---- LS DECK DRAIN SYSTE M, BR NO - 1 LT 544-1000 ---- LUMP LS DECK DRAIN SYSTE M, BR NO - 1 RT 547-2010 **** **** LF PILE ENCASEMENT, 10 IN PILE 547-2012 **** **** LF PILE ENCASEMENT, 12 IN PILE 547-2014 **** **** LF PILE ENCASEMENT, 14 IN PILE 581-1000 LUMP ---- LS POT BEARING, BR NO - 1 LT (****) 581-1000 ---- LUMP LS POT BEARING, BR NO - 1 RT (****) 603-0006 **** **** SY STONE BLANKET PR OTECTION, 6 IN 603-2012 **** **** SY STN DUMPED RIP R AP, TP 1, 12 IN 603-2018 **** **** SY STN DUMPED RIP R AP, TP 1, 18 IN 603-2024 **** **** SY STN DUMPED RIP R AP, TP 1, 24 IN 603-2036 **** **** SY STN DUMPED RIP R AP, TP 1, 36 IN 603-2180 **** **** SY STN DUMPED RIP R AP, TP 3, 12 IN 603-2181 **** **** SY STN DUMPED RIP R AP, TP 3, 18 IN 603-2182 **** **** SY STN DUMPED RIP R AP, TP 3, 24 IN 603-2186 **** **** SY STN DUMPED RIP R AP, TP 3, 36 IN

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603-7000 **** **** SY PLASTIC FILTER F ABRIC 620-0100 **** **** LF TEMPORARY BARRIE R, METHOD NO. 1 620-0200 **** **** LF TEMPORARY BARRIE R, METHOD NO. 2 643-1152 **** **** LF CH LK FENCE, ZC COAT, 6 FT, 9 GA

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LISTING OF WALL NOTES

WALL.1 – CAST-IN-PLACE WALL CAST-IN-PLACE WALL GEORGIA STANDARDS BAR BENDING DETAILS ---------------------- ----- GA. STD. 3901 (8-69) PIPE HANDRAIL FOR RETAINING WALL --------- GA. STD. 9031R (10-11-88) DESIGN DATA SPECIFICATIONS --------------------------- -------------- AASHTO 2002 CONCRETE --------------------------------- --- CLASS A, u = 3,000 PSI REINFORCEMENT STEEL ---------------------- - GRADE 60, o = 60,000 PSI DESIGN SOIL PRESSURE --------------------- ---------- 4 TONS/SQ. FT. COHESION --------------------------------- ----------------- 1000 PSF ANGLE OF INTERNAL FRICTION --------------- ---------------------- 29^ UNIT WEIGHT ------------------------------ ------------------ 111 PCF COEFFICIENT OF SLIDING FRICTION ---------- --------------------- 0.45 SUMMARY OF QUANTITIES PAY ITEM NUMBER QUANTITY UNIT PAY ITEM 207-0203 **** CY FOUND BKFILL MATL, TP I I 500-3107 **** CY CLASS A CONCRETE, RETAI N WALL 511-1000 **** LB BAR REINF STEEL 515-2020 **** LF GALV STEEL PIPE HANDRAI L, 2 IN, ROUND 530-0105 **** SY WATERPROOFING 643-1152 **** LF CH LK FENCE, ZC COAT, 6 FT, 9 GA NOTES

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SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2 001 EDITION, AS MODIFIED BY CONTRACT DOCUMENTS.

REINFORCING STEEL - PLACE AND TIE ALL REINFORCING S TEEL IN ACCORDANCE WITH

THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFO RCING STEEL. JOINTS IN WALL FORMS - SUPPORT JOINTS IN WALL FORM S WITH BACKING STRIPS

TO PROVIDE A FLUSH SURFACE IN THE FINISHED WALL FAC E. FINISH - FINISH EXPOSED SURFACES OF THE WALL WITH A TYPE e FINISH. FOOTING EXCAVATION - EXCAVATE FOR SPREAD FOOTINGS WITH CARE TO PREVENT

UNDERCUTTING. PLACE FOOTINGS ON UNDISTURBED SOIL. KEY EXCAVATION - EXCAVATE FOR KEY AS NEAR PLAN DETA ILS AS PRACTICAL. POUR

KEY AGAINST UNDISTURBED SOIL WITHOUT FORMS. GEOCOMPOSITE WALL DRAINS - A GEOCOMPOSITE WALL DRAIN SELECTED FROM

THE DEPARTMENT'S QUALIFIED PRODUCTS LIST IS AN A CCEPTABLE SUBSTITUTE FOR THE SAND BLANKET SHOWN IN THE DRAINAGE DETAILS.

CONCRETE COVER - MAINTAIN 3 INCHES COVER ON ALL FOO TING REINFORCING AND 2

INCHES COVER ON ALL STEM REINFORCING. BACKFILL - PLACE BACKFILL ON FRONT FACE SIDE OF WAL L BEFORE BACKFILLING BACK

FACE OF WALL. INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS

NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIO NS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF CLEANING AND BENDING OF EXISTING REINFORCEMENT, JOINT FILLERS, AND OTHER IN CIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

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WALL.2 – TIE-BACK WALL TIE-BACK WALL GEORGIA STANDARD SPECIFICATIONS SECTION 617 PERMANENT ANCHORED WALLS SUMMARY OF QUANTITIES PAY ITEM NUMBER QUANTITY UNIT PAY ITEM 207-0203 **** CY FOUND BKFILL MATL, TP I I 617-0510 LUMP PERMANENTLY ANCHORED WA LL, NO - 1 643-1152 **** LF CH LK FENCE, ZC COAT, 6 FT, 9 GA THESE PLANS ARE CONCEPTUAL AND ARE FOR ILLUSTRATIVE PURPOSES ONLY. EXACT NUMBER OF ANCHORS, THEIR LOCATIONS, AND DESIGN LOADS SHALL BE PROVIDED BY THE CONTRACTOR FOR THE WALL SYSTEM BID. THE WALL IS C ONSIDERED A CONTRACTOR PROPOSED ALTERNATE. THE PRESENCE OF THESE CONCEPTUAL PLANS IN THE CONTRACT DOCUMENTS IN NO WAY RELIEVES THE CONTRACTOR FROM PROVIDING A WALL SYSTEM WHICH PROVIDES STRUCTURAL ADEQUACY, INCLUDING ANCHOR TESTING, IN ACCORDANCE WITH SECTION 617 OF THE GEORGIA DOT SPECIFICATIONS, AT THE BID PRICE. FACING SHALL BE CAST-IN-PLACE CONCRETE. PNEUMATIC ALLY APPLIED CONCRETE (SHOTCRETE) WILL NOT BE ALLOWED. SOLDIER PILES ARE REQUIRED FOR TIE-BACKS WALLS.

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WALL.3 – MSE RETAINING WALLS, SECTION 626 SECTION 626 MECHANICALLY STABILIZED EMBANKMENT RETAINING WALLS SUMMARY OF QUANTITIES PAY ITEM NUMBER QUANTITY UNIT PAY ITEM 207-0203 **** CY FOUND BKFILL MATL, TP I I 626-0100 **** SF CONCRETE FACIA PANELS 626-0130 **** LF BACKFILL STABILIZING DE VICES 626-0320 **** CY MSE WALL BACKFILL MATER IAL 626-0401 **** LF CONCRETE LEVELING PAD 626-0501 **** LF CAST-IN-PLACE COPING, A 626-0502 **** LF CAST-IN-PLACE COPING, B 626-0601 **** LF TRAFFIC BARRIER, V 626-0602 **** LF TRAFFIC BARRIER, H 626-0701 **** LF PRECAST COPING 643-1152 **** LF CH LK FENCE, ZC COAT, 6 FT, 9 GA

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WALL.4 – MSE RETAINING WALLS, SECTION 627 SECTION 627 - CONTRACTOR DESIGN MECHANICALLY STABILIZED EMBANKMENT RETAINING WALLS NOTES STATIONS ARE ALONG ****. OFFSETS ARE GIVEN TO **** . PROVIDE TEMPORARY SHORING AS NECESSARY FOR WALL CONSTRUCTION. TOP OF BARRIER TO FOLLOW ROADWAY PROFILE AT GUTTER. CONSTRUCT WALL TO HEIGHT RESULTING IN A SOIL BEARIN G PRESSURE OF ***

TONS/SF, WAIT 30 DAYS, THEN CONSTRUCT REMAINDER OF WALL. DESIGN DATA DESIGN BEARING PRESSURE ------------------ --------------- 3 TONS/SF COHESION --------------------------------- -------------------- 0 PSF ANGLE OF INTERNAL FRICTION --------------- ---------------------- 28^ UNIT WEIGHT ------------------------------ ------------------ 110 PCF COEFFICIENT OF SLIDING FRICTION ---------- --------------------- 0.45 SUMMARY OF QUANTITIES PAY ITEM NUMBER QUANTITY UNIT PAY ITEM 627-1000 **** SF MSE WALL FACE, 0 - 10 FT HT, WALL NO - 1 627-1010 **** SF MSE WALL FACE, 10 - 20 FT HT, WALL NO - 1 627-1020 **** SF MSE WALL FACE, 20 - 30 FT HT, WALL NO - 1 627-1030 **** SF MSE WALL FACE, GTR THAN 30 FT HT, WALL NO - 1 627-1100 **** LF COPING A, WALL NO - 1 627-1120 **** LF COPING B, WALL NO - 1 627-1140 **** LF TRAFFIC BARRIER V, WALL NO - 1 627-1160 **** LF TRAFFIC BARRIER H, WALL NO - 1 627-1180 **** CY ADDITIONAL MSE BACK FILL