2013 LRFD Bridge Manual Part 2 Chapter 1 Preparation of ...

Xxxxxx Structural Submittal (S#) DD-Month-YYYY

BRIDGE MANUAL PART II 1.1.1

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1. The above drawing is not to scale. The above drawing is not to scale. 2. Horizontal boundaries of the Key Plan and the Horizontal Profile shall coincide and shall be limited to the Horizontal boundaries of the Key Plan and the Horizontal Profile shall coincide and shall be limited to the length of the bridge project ONLY. The stations along of Construction shown on Horizontal Profile shall of Construction shown on Horizontal Profile shall of Construction shown on Horizontal Profile shall be vertically aligned with the ones shown on the Key Plan. 3. The Drawing Frame is sized to work with plotters regardless of media orientation. The Drawing Frame is sized to work with plotters regardless of media orientation. 4. See Dwg. No. 1.1.2 for Standard Subsequent Sheets. See Dwg. No. 1.1.2 for Standard Subsequent Sheets. 1.1.2 for Standard Subsequent Sheets. for Standard Subsequent Sheets. 5. See Dwg. No. 1.1.3 for In-House Design Title Block. See Dwg. No. 1.1.3 for In-House Design Title Block. 1.1.3 for In-House Design Title Block. for In-House Design Title Block. 6. See Dwg. No. 1.1.4 for Consultant Design Title Block. See Dwg. No. 1.1.4 for Consultant Design Title Block. 1.1.4 for Consultant Design Title Block. for Consultant Design Title Block. 7. See Dwg. No. 1.1.5 for Federal Aid Block. See Dwg. No. 1.1.5 for Federal Aid Block. 1.1.5 for Federal Aid Block. for Federal Aid Block. 8. Bridge with single Bridge Identification Number (B.I.N) shown. For bridges with multiple B.I.N's see Bridge with single Bridge Identification Number (B.I.N) shown. For bridges with multiple B.I.N's see Dwg. No. 1.1.5. 1.1.5. . 9. Placeholders shown. Provide Key Plan, Locus, Profiles, Quantities, and Index of Sheets in the shown layout.Placeholders shown. Provide Key Plan, Locus, Profiles, Quantities, and Index of Sheets in the shown layout.

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SHEET XX OF XX SHEETS BRIDGE NO. X-XX-XXX (XXX)

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FACILITY OVER FEATURE

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%%UTOWN

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TITLE:

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CHIEF ENGINEER

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MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

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HIGHWAY DIVISION

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10 PARK PLAZA BOSTON, MASS

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ISSUED FOR CONSTRUCTION

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PROJECT DESCRIPTION

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DESIGNED BY

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MONTH DD, YYYY

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1st DESIGNER

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2nd DESIGNER

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APPROVED FOR DESIGN

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APPROVER

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DRAWN BY

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1st DRAWER

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2nd DRAWER

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CHECKED BY

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1st CHECKER

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2nd CHECKER

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SPECS BY

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1st SPECS

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2nd SPECS

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FED. AID PROJ. NO.

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SHEET NO.

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TOTAL SHEETS

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CITY/TOWN STREET/ROUTE # OR NAME

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X

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STATE

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MA

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PROJECT FILE NO. XXXXXX

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-

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6

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KEY PLAN

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SCALE: X" = X'

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PROFILE

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SCALE: X" = X'

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PROFILE

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SCALE: X" = X'

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LOCUS

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SCALE: X" = X'

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Key Plan

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Vertical Profile

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Horizontal Profile

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Locus 4.5"x4.5" Max. Size

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Edge of Plan Sheet (Typ.)

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3" High No Write Zone

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0.03" Thick Border Line (Typ.)

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0.03" Thick Trim Line (Typ.)

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See Note 7

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See Note 8

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See Note 2

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Estimated Quantities

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Index of Sheets

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CONSTRUCTION DRAWINGS

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STANDARD FIRST SHEET

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

BRIDGE MANUAL PART II


1.1.2

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1. The above drawing is not to scale. The above drawing is not to scale. 2. The size and dimensions of subsequent sheets are the same as the Standard First Sheet The size and dimensions of subsequent sheets are the same as the Standard First Sheet (See Dwg. No. 1.1.1). 1.1.1). ). 3. See Dwg. No. 1.1.5 for the Federal Aid Block and for the Subsequent Sheets Title Block. See Dwg. No. 1.1.5 for the Federal Aid Block and for the Subsequent Sheets Title Block. 1.1.5 for the Federal Aid Block and for the Subsequent Sheets Title Block. for the Federal Aid Block and for the Subsequent Sheets Title Block. 4. Bridge with single Bridge Identification Number (B.I.N) shown. For bridges with multiple Bridge with single Bridge Identification Number (B.I.N) shown. For bridges with multiple B.I.N.'s see Dwg. No. 1.1.5. 1.1.5. . 5. See Dwg. No. 1.1.6 for the Traffic Data Block. See Dwg. No. 1.1.6 for the Traffic Data Block. 1.1.6 for the Traffic Data Block. for the Traffic Data Block. 6. See Dwg. No. 1.1.7 for the Seismic Data Block. See Dwg. No. 1.1.7 for the Seismic Data Block. 1.1.7 for the Seismic Data Block. for the Seismic Data Block. 7. See Dwg. No. 1.1.8 for the Hydraulic Data Block. See Dwg. No. 1.1.8 for the Hydraulic Data Block. 1.1.8 for the Hydraulic Data Block. for the Hydraulic Data Block. 8. See Dwg. No. 1.1.9 for the Temporary Water Control Design Data Block. See Dwg. No. 1.1.9 for the Temporary Water Control Design Data Block. 9. The Traffic, Seismic, Hydraulic, and Temporary Water Control Blocks shall be provided only on The Traffic, Seismic, Hydraulic, and Temporary Water Control Blocks shall be provided only on the first subsequent sheet, as shown above. The rest of the subsequent sheets should have these blocks removed.

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FED. AID PROJ. NO.

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SHEET NO.

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TOTAL SHEETS

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X

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STATE

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MA

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-

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x

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USE ONLY PRINTS OF LATEST DATE

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DATE

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MONTH DD, YYYY

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DESCRIPTION

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General Notes

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DIRECTIONAL DESIGN HOURLY VOLUME

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DESIGN SPEED

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TRUCK PERCENTAGE - PEAK HOUR

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TRUCK PERCENTAGE - AVERAGE DAY

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DIRECTIONAL DISTRIBUTION

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DESIGN HOURLY VOLUME

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AVERAGE DAILY TRAFFIC - DESIGN YEAR

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AVERAGE DAILY TRAFFIC - PRESENT

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DESIGN YEAR

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TRAFFIC DATA

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ROADWAY OVER

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ROADWAY UNDER

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ADT

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DDHV

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DES

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PHTT

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ADTT

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DIST

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DHV

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ADT

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YEAR

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DDHV

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DES

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PHTT

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ADTT

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DIST

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DHV

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ADT

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YEAR

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ADT

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BASE FLOOD ELEVATION (FEET, NAVD)

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BASE FLOOD DISCHARGE (C.F.S.)

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DESIGN FLOOD ELEVATION (FEET, NAVD)

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DESIGN FLOOD VELOCITY (F.P.S.)

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DESIGN FLOOD FREQUENCY (YEARS)

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DESIGN FLOOD DISCHARGE (C.F.S.)

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DRAINAGE AREA (SQ. MILES)

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HYDRAULIC DESIGN DATA

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FREQUENCY (IF KNOWN, YEARS)

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DISCHARGE (C.F.S.)

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BASE (100-YEAR) FLOOD DATA

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DESIGN AND CHECK SCOUR DATA

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FLOOD OF RECORD

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MAXIMUM ELEVATION (FEET, NAVD)

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HISTORY OF ICE FLOES

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DESIGN FLOOD PIER SCOUR DEPTH (FEET)

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DESIGN FLOOD ABUTMENT SCOUR DEPTH (FEET)

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CHECK FLOOD PIER SCOUR DEPTH (FEET)

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CHECK FLOOD ABUTMENT SCOUR DEPTH (FEET)

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DESIGN SCOUR FLOOD EVENT RETURN FREQUENCY (YEARS)

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CHECK SCOUR FLOOD EVENT RETURN FREQUENCY (YEARS)

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EVIDENCE OF SCOUR AND EROSION

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DATE (MM/YYYY)

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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MM/YYYY

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SEISMIC DESIGN CATEGORY (SDC)

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SITE CLASS

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SD1

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SDs

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As

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DESIGN RETURN PERIOD:

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SEISMIC DESIGN CRITERIA

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DESIGN SPECTRA

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XX

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XX

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XX

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XX

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XX

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XX

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TEMPORARY WATER CONTROL DESIGN DATA

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XX

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XX

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XX

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XX

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See Note 3

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See Note 3

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See Notes 8 and 9

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See Note 4

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See Notes 7 and 9

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See Notes 6 and 9

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See Notes 5 and 9

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STANDARD SUBSEQUENT SHEETS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020



1.1.3

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Trim Line

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Bottom Border Line

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For proper Project Description as well as for appropriate identification of the Facility Carried/Feature Intersected refer to Paragraph 4.2.2.2 of Part I.

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NOTE:

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FACILITY CARRIED OVER FEATURE INTERSECTED

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%%UTOWN

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PROJECT DESCRIPTION

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TITLE:

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CHIEF ENGINEER

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HIGHWAY DIVISION

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DESIGNED BY

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MONTH DD, YYYY

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1st DESIGNER

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2nd DESIGNER

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APPROVED FOR DESIGN BY

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APPROVER

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DRAWN BY

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1st DRAWER

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2nd DRAWER

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CHECKED BY

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1st CHECKER

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2nd CHECKER

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SPECS BY

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1st SPECS

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2nd SPECS

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IN-HOUSE DESIGN TITLE BLOCK

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020



1.1.4

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Trim Line

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Bottom Border Line

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For proper project description as well as for appropriate identification of the Facility Carried/Feature Intersected refer to Paragraph 4.2.2.2 of Part I. The character size of the project description may have to be reduced to fit the longer titles.

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NOTE:

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%%UTOWN

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PROJECT DESCRIPTION

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TITLE:

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CHIEF ENGINEER

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HIGHWAY DIVISION

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COMPANY NAME

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AND ADDRESS

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P.E. STAMP SIGNATURE

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MONTH DD, YYYY

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(NOTE: Length of

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block may vary

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to accommodate

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company name.)

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CONSULTANT DESIGN TITLE BLOCK

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020



1.1.5

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Trim Line

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Bottom Border Line

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SHEET XX OF XX SHEETS BRIDGE NO. X-XX-XXX (*)

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DATE

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MONTH DD, YYYY

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DESCRIPTION

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*

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BIN

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BIN

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BIN

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If multiple Bridge Identification Numbers are required, locate the numbers to the left of the Subsequent Sheets (and First Sheet) Title Blocks.

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NOTE: Above block is located at the bottom right of all sheets of the Construction Drawings except the first. Above block is located at the bottom right of all sheets of the Construction Drawings except the first.

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SCALE: FULL SIZE

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%%USUBSEQUENT SHEETS TITLE BLOCK

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FED. AID PROJ. NO.

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SHEET NO.

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TOTAL SHEETS

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X

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STATE

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MA

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-

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X

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SCALE: FULL SIZE

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Above block is located at the top right of all sheets. Non-federally aided projects shall include the term NFA where applicable. The Project File Number shall appear on all Construction Drawings.

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NOTE:

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Trim Line

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Right Border Line

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FEDERAL AID BLOCK

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MISCELLANEOUS BLOCKS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

··


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1. If any of the information in the above blocks is unknown or is If any of the information in the above blocks is unknown or is not available then note "N/A" in the space provided. 2. If there will not be a road under the proposed bridge then If there will not be a road under the proposed bridge then draw an "X" over the entire column labeled "ROADWAY UNDER". 3. This dimension shall be as follows:This dimension shall be as follows:

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DESIGN SPEED

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DESIGN YEAR

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TRAFFIC DATA

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ROADWAY OVER

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ROADWAY UNDER

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ADT

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DDHV

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DES

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PHTT

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ADTT

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DIST

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DHV

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ADT

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YEAR

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DDHV

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DES

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PHTT

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ADTT

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DIST

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DHV

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ADT

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YEAR

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ADT

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Bottom Line of Federal Aid Block for Construction Drawing or Top Border Line for Sketch Plans

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Right Border Line

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5/8" below Federal Aid Block for Construction Drawings. 1/2" below Top Border Line for Sketch Plans.

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Top of Seismic Data Block

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TRAFFIC DATA BLOCK

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020


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NOTES:

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If any of the information in the above blocks is unknown or is not available then note "N/A" in the space provided.

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SITE CLASS

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SD1

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SDs

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As

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DESIGN SPECTRA

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XX

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XX

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XX

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XX

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XX

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XX

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Top of Hydraulic Data Block (if any)

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Bottom Line of Traffic Data Block

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Right Border Line

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

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SEISMIC DATA BLOCK


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1. If any of the information in the above If any of the information in the above block is unknown or is not available then note "N/A" in the space provided. 2. This block shall be provided only for This block shall be provided only for bridges over the water.

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DISCHARGE (C.F.S.)

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FLOOD OF RECORD

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DATE (MM/YYYY)

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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MM/YYYY

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Bottom Line of Seismic Data Block

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Top of Water Control Data Block (if any)

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Right Border Line

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

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HYDRAULIC DATA BLOCK


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NOTES:

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1. This block shall be provided only for bridges where the This block shall be provided only for bridges where the temporary water control is required. 2. The top elevation of the temporary water control measure The top elevation of the temporary water control measure shall be the design flood elevation + 1 foot of freeboard. 3. If any of the information in the above blocks is unknown or If any of the information in the above blocks is unknown or is not available then note "N/A" in the space provided.

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TEMPORARY WATER CONTROL DESIGN DATA

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XX

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XX

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XX

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XX

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Bottom Line of Hydraulic Data Block

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Right Border Line

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

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TEMPORARY WATER CONTROL DATA BLOCK


Xxxxxx S

tru

ctu

ra

l S

ub

mitta

l (S

#) D

D-M

on

th

-Y

YY

Y

1.1.10

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SHEET 1 OF 15 SHEETS BRIDGE NO. S-XX-XXX (XXX)

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NEW MALL CONNECTOR OVER ELM STREET

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%%USMALLVILLE

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PROPOSED BRIDGE

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TITLE:

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CHIEF ENGINEER

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HIGHWAY DIVISION

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DESIGNED BY

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MONTH DD, YYYY

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A. SMITH

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APPROVED FOR DESIGN

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DRAWN BY

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CHECKED BY

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SPECS BY

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B. SMITH

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C. SMITH

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D. SMITH

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E. SMITH

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1

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SHEETS 1 AND 4 REVISED

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SHEET 15A ADDED

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PROFILE ELEVATION REVISED

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1

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MAY 1, 2003

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MAY 1, 2003

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2000 C.Y.

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20 TON

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20 TON

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1 L.S.

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BRIDGE STRUCTURE (BRIDGE NO. S-XX-XXX)........................

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SUPERPAVE BRIDGE PROTECTIVE COURSE.............................

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SUPERPAVE BRIDGE SURFACE COURSE.................................

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GRAVEL BORROW FOR BRIDGE FOUNDATION......................

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VERTICAL SCALE: 1" = 8'

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HORIZONTAL SCALE: 1" = 40'

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%%UPROFILE - ELM STREET

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CROWN ELEVATION

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119.30

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119.40

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119.37

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120.50

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119.45

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119.60

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119.62

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119.50

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18

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+20

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+40

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+60

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119.29

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1

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1

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REVISIONS TO FIRST SHEET

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

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1. A revision symbol ( ) shall be located in the lower, upper or right hand A revision symbol ( ) shall be located in the lower, upper or right hand margin closest to the revision to facilitate locating revisions. 2. Revisions made on the same date shall have the same number in the Revisions made on the same date shall have the same number in the revision symbol. 3. When revising the Construction Drawings, erasures of existing details are When revising the Construction Drawings, erasures of existing details are not permitted. The correct method for revisions is shown above. 4. Indicate the sheet numbers of all revised, added and/or deleted sheets Indicate the sheet numbers of all revised, added and/or deleted sheets over the title block. If there are any revisions on the first sheet, provide a description of the revisions as well.

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NOTES:


Xxxxxx S

tructural S

ubm

ittal (S

#) D

D-M

onth-Y

YY

Y

1.1.11

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SHEET 4 OF 15 SHEETS BRIDGE NO. S-XX-XXX (XXX)

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DATE

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MAR 28, 2003

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DESCRIPTION

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EL.

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NOT TO SCALE

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138.5

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136.5

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CONST. JOINT

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SEE SHEET 15A FOR REVISED DETAIL

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1" CHAMFER (TYP.)

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WATERSTOP

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5" WIDE PLASTIC

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EL. 122.5

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FACE OF WINGWALL

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1

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1

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WINGWALL REVISED

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See Note 1

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MAY 1, 2003

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1

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1

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1

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SECTION 3

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REVISIONS TO SUBSEQUENT SHEETS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

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1. A revision symbol ( ) shall be located in the lower, upper or right hand A revision symbol ( ) shall be located in the lower, upper or right hand margin closest to the revision to facilitate locating revisions. 2. Revisions made on the same date shall have the same number in the Revisions made on the same date shall have the same number in the revision symbol. 3. When revising the Construction Drawings, erasures of existing details are When revising the Construction Drawings, erasures of existing details are not permitted. The correct method for revisions is shown above.

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NOTES:



1.2.1

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KEY PLAN

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SCALE: X" = X'

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PROFILE

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SCALE: X" = X'

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PROFILE

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SCALE: X" = X'

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LOCUS

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SCALE: X" = X'

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Key Plan

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Vertical Profile

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Horizontal Profile

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Locus 4.5"x4.5" Max. Size

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See Note 4

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See Note 6

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See Note 8

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See Note 2

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STRUCTURAL ELEMENTS:

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APPROVED BY

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TITLE:

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HIGHWAY ELEMENTS:

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TITLE:

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DATE

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MASSACHUSETTS DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION

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FACILITY CARRIED

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OVER FEATURE INTERSECTED

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%%UTOWN

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SKETCH PLANS OF PROJECT DESCRIPTION

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DESIGN SPEED

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DESIGN YEAR

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TRAFFIC DATA

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ROADWAY OVER

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ROADWAY UNDER

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ADT

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DDHV

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DES

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PHTT

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ADTT

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DIST

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DHV

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ADT

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YEAR

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DDHV

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DES

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PHTT

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ADTT

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DIST

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DHV

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ADT

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YEAR

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ADT

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SITE CLASS

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SD1

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SDs

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As

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DESIGN SPECTRA

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XX

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XX

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XX

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XX

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XX

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XX

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DISCHARGE (C.F.S.)

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FLOOD OF RECORD

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DATE (MM/YYYY)

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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XX

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MM/YYYY

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1. The above drawing is not to scale. The above drawing is not to scale. 2. Horizontal boundaries of the Key Plan and the Horizontal Profile shall coincide and shall be limited to the length Horizontal boundaries of the Key Plan and the Horizontal Profile shall coincide and shall be limited to the length of the bridge project ONLY. The stations along of Construction shown on Horizontal Profile shall be vertically of Construction shown on Horizontal Profile shall be vertically of Construction shown on Horizontal Profile shall be vertically aligned with the ones shown on the Key Plan. 3. The Drawing Frame is sized to work with plotters regardless of media orientation. The Drawing Frame is sized to work with plotters regardless of media orientation. 4. See Dwg. No. 1.2.2 for the In-House Design Title Block or Dwg. No. 1.2.3 for the Consultant Design Title Block. See Dwg. No. 1.2.2 for the In-House Design Title Block or Dwg. No. 1.2.3 for the Consultant Design Title Block. 1.2.2 for the In-House Design Title Block or Dwg. No. 1.2.3 for the Consultant Design Title Block. for the In-House Design Title Block or Dwg. No. 1.2.3 for the Consultant Design Title Block. 1.2.3 for the Consultant Design Title Block. for the Consultant Design Title Block. 5. See Dwg. No. 1.2.4 for Project Information Block. See Dwg. No. 1.2.4 for Project Information Block. 1.2.4 for Project Information Block. for Project Information Block. 6. See Dwg. No. 1.1.6 to Dwg. No.1.1.8 for Traffic Data Block, Seismic Data Block and Hydraulic Data Block. See Dwg. No. 1.1.6 to Dwg. No.1.1.8 for Traffic Data Block, Seismic Data Block and Hydraulic Data Block. 1.1.6 to Dwg. No.1.1.8 for Traffic Data Block, Seismic Data Block and Hydraulic Data Block. to Dwg. No.1.1.8 for Traffic Data Block, Seismic Data Block and Hydraulic Data Block. 1.1.8 for Traffic Data Block, Seismic Data Block and Hydraulic Data Block. for Traffic Data Block, Seismic Data Block and Hydraulic Data Block. 7. Subsequent Sheets are the same size and dimension as the first sheet. Omit Project Information Data Block Subsequent Sheets are the same size and dimension as the first sheet. Omit Project Information Data Block and Title Block on subsequent sheets. Retain sheet and Bridge Number at bottom right corner of all sheets. 8. For bridges with multiple Bridge Identification Numbers, locate numbers in a box to the left of the Title Block For bridges with multiple Bridge Identification Numbers, locate numbers in a box to the left of the Title Block (or above the Bridge Number on subsequent sheets) similar to Dwg. No. 1.1.5. 1.1.5. . 9. Placeholders shown. Provide Key Plan, Locus, Profiles, and Index of Sheets in the shown layout.Placeholders shown. Provide Key Plan, Locus, Profiles, and Index of Sheets in the shown layout.

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NOTES:

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See Note 5

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PROJECT FILE NO.:

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PROJECT DESCRIPTION:

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BRIDGE DESIGN LOADING:

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SURVEY:

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ELEVATION REFERENCE:

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PROJECT INFORMATION

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BENCH MARK:

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(SAME AS IN TITLE BLOCK)

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HL-93

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SURVEY INFO

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NAVD OF 1988

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XXXXXX

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(DESCRIPTION, LOCATION AND ELEVATION)

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STANDARD FIRST SHEET

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SKETCH PLANS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020


Xxxxxx Sketch Plans Submittal (SP#) DD-Month-YYYY

1.2.2

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Trim Line

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Bottom Border Line

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APPROVED BY

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TITLE:

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HIGHWAY ELEMENTS:

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TITLE:

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DATE

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FACILITY CARRIED

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%%UTOWN

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For proper Project Description as well as for appropriate identification of the Facility Carried/Feature Intersected refer to Section 4.2.2.2 of Part I. The character size of the project description may have to be reduced to fit in.

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NOTE:

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IN-HOUSE DESIGN TITLE BLOCK

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SKETCH PLANS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020


Xxxxxx Sketch Plans Submittal (SP#) DD-Month-YYYY

1.2.3

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Bottom Border Line

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APPROVED BY

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TITLE:

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HIGHWAY ELEMENTS:

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TITLE:

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DATE

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FACILITY CARRIED

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%%UTOWN

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COMPANY NAME ADDRESS ADDRESS

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Trim Line

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NOTE:

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SKETCH PLANS

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CONSULTANT DESIGN TITLE BLOCK

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020


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1. In the case when there is not enough space for all required blocks to be situated In the case when there is not enough space for all required blocks to be situated along the right border line of the First Sheet, the Project Information Block shall be placed next to the Design Title Block as shown on Dwg. No. 1.2.1. 2. If any of the information in the above blocks is unknown or is not available then If any of the information in the above blocks is unknown or is not available then note "N/A" in the space provided. 3. Under "SURVEY" if electronic data collection was used, indicate "ELECTRONIC SURVEY Under "SURVEY" if electronic data collection was used, indicate "ELECTRONIC SURVEY BY (company name)". Otherwise, specify survey note book numbers.

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NOTES:

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PROJECT FILE NO.:

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PROJECT DESCRIPTION:

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BRIDGE DESIGN LOADING:

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SURVEY:

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ELEVATION REFERENCE:

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PROJECT INFORMATION

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XXXXXX

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(SAME AS IN TITLE BLOCK)

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HL-93

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SURVEY INFO

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NAVD OF 1988

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BENCH MARK: (DESCRIPTION, LOCATION AND ELEVATION)

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Right Border Line or Left Border Line of Design Title Block (See Note 1)

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Top Border Line (See Note 1)

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Trim Line

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SKETCH PLANS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

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PROJECT INFORMATION BLOCK


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Edge of Plan Sheet

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Bottom Border Line

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BRIDGE NO. X-XX-XXX (XXX)

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%%UTOWN

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HIGHWAY DIVISION

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SCALE: 1" = 40'-0"

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Size of Boring Plans may vary to accommodate the plan view, boring locations, and notes. However, the maximum size shall not exceed the size of the standard construction drawing sheet shown on Dwg. No. 1.1.1.1.1.1..

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NOTES:

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MONTH, 20XX

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Right Border Line

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1.

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2.

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BORING PLAN OF PROJECT DESCRIPTION

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BORING PLANS

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STANDARD TITLE BLOCK

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020


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L

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N 8°2'20" E

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GRAVEL DRIVE

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B8

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B4

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N 77°42'32" E

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#9 TEL

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#10 TEL

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L

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ELM

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B7

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B6

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B5

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B3

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POOL

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30" MAPLE

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20

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8

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9

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STA 7+62.05 B NEW MALL CONN.

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= STA. 18+81.50 B ELM STREET

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CONNECTOR

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STREET

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7

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B2

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B1

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L

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B NEW MALL

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19

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SURFACE EL.

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H.B.E.

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BORING LOCATIONS (FEET)

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OFFSET

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BORING

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STATION

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F. Krueger et Al.

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2-STORY BUILDING

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18" PINE

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#8 TEL

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18

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NORTHING

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EASTING

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B2

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B3

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B4

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B5

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B6

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B7

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B8

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2,927,742

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2,927,725

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2,927,691

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2,927,680

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589,413

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589,422

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589,412

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589,400

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589,506

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589,492

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589,482

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589,490

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7+23

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7+34

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7+23

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7+10

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8+19

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8+05

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7+95

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8+03

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35' LT

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18' LT

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18' RT

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30' RT

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31' LT

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18' LT

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18' RT

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34' RT

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175.0

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175.0

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175.2

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175.1

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173.0

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173.5

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173.2

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173.4

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104.0

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104.0

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104.0

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104.0

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92.5

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92.5

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92.5

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92.5

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2,927,738

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2,927,726

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2,927,691

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2,927,675

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B1

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BORING PLANS

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SAMPLE PLAN

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020


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Probes are shown thus:

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NOTES::

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LOCATION OF BORINGS ARE SHOWN THUS:

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SEE THE BORING LOCATIONS TABLE FOR THE SPECIFIED HIGHEST BOTTOM ELEVATION (H.B.E.) OF EACH BORING.

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BORINGS SHALL EXTEND TO THE SPECIFIED HIGHEST BOTTOM ELEVATION OR TO REFUSAL BELOW THE H.B.E., WHICHEVER IS DEEPER.

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SHOULD BEDROCK BE ENCOUNTERED AT OR ABOVE THE SPECIFIED HIGHEST BOTTOM ELEVATION, THE BORING SHALL BE CONTINUED AS A ROCK CORE BORING FOR A DEPTH OF 10', THEN TERMINATED.

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BENCH MARK:

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BORINGS ARE LOCATED FROM THE BASELINE OF THE NEW MALL CONNECTOR.

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ADDITIONAL BORINGS MAY BE REQUESTED BY THE ENGINEER, IF NECESSARY.

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4.

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6.

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7.

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5.

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3.

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2.

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1.

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(See Note 1)

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(See Note 2)

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(See Note 3)

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(Description of the Bench Mark, its location, and its elevation to be noted here.)

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(Edit as required.)

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NOTES:

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Test pits are shown thus:

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Observation wells are shown thus:

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(See Note 4)

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The specified highest bottom elevation (H.B.E.) shall be determined by the Designer and shall be adequate to assess the foundation bearing resistance and settlement in conformance with the latest edition of the AASHTO LRFD Bridge Design Specifications.

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The type of subsurface investigation shall be determined by the Designer and shall be proper for the site conditions and the type of the proposed bridge (refer to the latest edition of the AASHTO Manual on Subsurface Investigations).

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Where accurate information of the proposed bridge site indicates that refusal occurs far below the H.B.E. the Designer may consider reducing the number of borings which extend to refusal depending on the complexity of the proposed structure. However, at least one boring shall extend deeper than the H.B.E. to refusal.

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For the depth of rock core borings at drilled shaft locations, refer to the latest edition of the AASHTO LRFD Bridge Design Specifications. Specify on the Construction Drawings a minimum of 2" inside diameter NX rock core to be taken at drilled shaft locations socketed into rock.

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6.

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5.

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4.

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3.

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1.

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7.

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2.

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BORING NOTES

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BORING PLANS

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DATE OF ISSUE

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DRAWING NUMBER

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OCTOBER 2020

2013 LRFD Bridge Manual Part 2 Chapter 1 Preparation of ...

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