Appendix C1b Preferred Alternative - Bridge Plans, Elevations and … · 2019-09-13 · Preferred...

Appendix C1bPreferred Alternative - Bridge Plans, Elevations,

and Sections

SHEET COUNT STATUS1 ‐6 ‐7 ‐8 ‐9 ‐

10 NEW11 NEW12 NEW13 UPDATED14 UPDATED15 UPDATED16 UPDATED17 UPDATED18 UPDATED19 NEW20 NEW21 NEW22 NEW

23 UNCHANGED24 UNCHANGED25 UPDATED26 UPDATED27 UPDATED28 UPDATED29 UPDATED30 UPDATED31 UPDATED32 UPDATED33 UPDATED34 UPDATED35 UPDATED

36 UNCHANGED37 UNCHANGED38 UNCHANGED

40 UNCHANGED41 UNCHANGED42 UPDATED43 UPDATED44 UPDATED45 UPDATED46 UPDATED47 UPDATED48 UPDATED

East Side Coastal Resiliency ProjectNew York City Department of Design and Construction 2/5/2019

Appendix C1bBridge Plans, Elevations and Sections

TABLE OF CONTENTSSHEET NO. DRAWING NO. SHEET TITLE

BC101 SANDRESM1‐BC101‐00.DWG CORLEARS HOOK PEDESTRIAN BRIDGE EXISTING PLAN AND ELEVATIONBC103 SANDRESM1‐BC103‐00.DWG CORLEARS HOOK PEDESTRIAN NEW BRIDGE PLAN & ELEVATIONBC105 SANDRESM1‐BC105‐00.DWG CORLEARS HOOK PEDESTRIAN NEW BRIDGE SECTIONS & DETAILSBD100 SANDRESM1‐BD100‐00.DWG DELANCEY STREET BRIDGE EXISTING GENERAL PLAN AND ELEVATIONBD102 SANDRESM1‐BD102‐00.DWG DELANCEY STREET BRIDGE GENERAL PLAN AND ELEVATIONBD103 SANDRESM1‐BD103‐00.DWG DELANCEY STREET BRIDGE TYPICAL SECTIONSBT100 SANDRESM1‐BT100‐00.DWG EAST 10TH STREET BRIDGE EXISTING GENERAL PLAN AND ELEVATIONBT102 SANDRESM1‐BT102‐00.DWG EAST 10TH STREET BRIDGE GENERAL PLAN AND ELEVATIONBT103 SANDRESM1‐BT103‐00.DWG EAST 10TH STREET BRIDGE TYPICAL SECTIONSBH100 SANDRESM1‐BH100‐00.DWG HOUSTON STREET BRIDGE EXISTING GENERAL PLAN AND ELEVATIONBH101 SANDRESM1‐BH101‐00.DWG HOUSTON STREET BRIDGE EXISTING TYPICAL SECTIONSBH102 SANDRESM1‐BH102‐00.DWG HOUSTON STREET BRIDGE GENERAL PLAN AND ELEVATIONBH103 SANDRESM1‐BH103‐00.DWG HOUSTON STREET BRIDGE TYPICAL SECTIONS

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CONCEPTUAL

CONSULTANT DESIGN

DEPARTMENT OF DESIGN + CONSTRUCTION

CITY OF NEW YORK

DIVISION OF INFRASTRUCTURE

BUREAU OF DESIGN

INSTALLATION OF

EAST SIDE COASTAL RESILIENCY

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221+00

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NAIL

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NAIL

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308

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323

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E.O.P.

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SUBMITTED DATE:

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1/31/2019

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CORLEARS HOOK PEDESTRIAN BRIDGE EXISTING GENERAL PLAN & ELEVATION

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KSE

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SANDRESM1-BC101-00.DWG

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BC101

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811

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SCALE: " = 1'-0"18" = 1'-0" = 1'-0"

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CORLEARS HOOK PEDESTRIAN BRIDGE - EXISTING PLAN

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CAPITAL PROJECT NO.

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SANDRESM1

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REVISIONS

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DESCRIPTIONS

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BY

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BOROUGH OF MANHATTAN

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01/31/19

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TOPOGRAPHIC SURVEY PREPARED BY: FOR SURVEYOR INFORMATION SEE SURVEY SET SU100 DRAWINGS SERIES

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%%ONAME OF CONSULTANT

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FINAL DESIGN PREPARED BY:

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%%ODATE

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FINAL DESIGN SUBMITTED BY:

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OF

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SHEET

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KS ENGINEERS, P.C.

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SCALE: " = 1'-0"18" = 1'-0" = 1'-0"

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CORLEARS HOOK PEDESTRIAN BRIDGE - EXISTING ELEVATION

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JOHN V. LINDSAY EAST RIVER PARK

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CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


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E.O.P.

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27.04

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TW13.5

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TW25.0

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TW25.0

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R 119'-4 1/2"

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STEEL CABLES OR TENSION RODS

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BRG. WEST ABUTMENT

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BRG. EAST ABUTMENT

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DETAIL-1 (BC105)

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SUBMITTED DATE:

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1/31/2019

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CORLEARS HOOK PEDESTRIAN NEW BRIDGE PLAN & ELEVATION

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KSE

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BC103

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CAPITAL PROJECT NO.

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%%ODATE

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SCALE: " = 1'-0"18" = 1'-0" = 1'-0"

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CORLEARS HOOK PEDESTRIAN BRIDGE - PROPOSED PLAN

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SCALE: " = 1'-0"18" = 1'-0" = 1'-0"

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CORLEARS HOOK PEDESTRIAN BRIDGE - PROPOSED ELEVATION

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BC105

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CORLEARS HOOK PEDESTRIAN NEWBRIDGE SECTIONS AND DETAILS

KSE SANDRESM1-BC105-00.DWG BC10520 811

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BC103SECTIONSCALE: 3/8" = 1'-0"

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BC103DETAILSCALE: 1/4" = 1'-0"

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-DETAILSCALE: 3" = 1'-0"

NOTE:

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ARCH TOP CHORD

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FLOORBEAM

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ARCH BOTTOM CHORD

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3" DIA. STAINLESS STEEL CABLE OR TENSION RODS

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6" CONCRETE CURB

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9" CONCRETE DECK SLAB

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ANCHORED STEEL PLATE FOR BRIDGE FENCE AND HANDRAILS

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HANDRAIL

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PEDESTRIAN FENCE (TYP.)

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SEE DETAIL 1 (CABLE AND FENCE CONNECTION)

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NON STRUCTURAL COVER PLATE TO COMPLIMENT ARCHITECT'S DESIGN

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CONCRETE PARAPET TO MEET NON STRUCTURAL COVER PLATE

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FENCE

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FENCE CONNECTION

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3" DIA. STAINLESS STEEL CABLE OR TENSION RODS

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CAPITAL PROJECT NO.

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SANDRESM1

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%%OSIGNATURE

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%%ODATE

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SUBMITTED DATE:

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1/31/2019

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1.LATERAL BRACING TO BE DETERMINED LATERAL BRACING TO BE DETERMINED DURING DESIGN

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CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


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TOP OF RAILING

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TOP OF FENCING

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TOP OF CONC. SLAB

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TOP OF SIDEWALK

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EXISTING ELECTRICAL LINE

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EXISTING SEWER MAIN

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EXISTING ELECTRICAL LINE

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EXISTING WATER MAIN

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EXISTING CON ED ELECTRICAL LINE

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FACE OF ABUTMENT

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RECORD SEWER MH (NOT FOUND) INV:-6.38(REC)

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24"COMB.

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4'0"X2'4"COMB.

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R:7.49 INV:0.53(REC)

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4'0"X2'4"COMB.

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12"WATER

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12"WATER

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12"WATER

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MONUMENT

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DC

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12"WATER

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36"X24" COMB.

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36"X24"COMB.

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GRT.7.34

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MANGIN STREET

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SIDEWALK

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CL PIER 6

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38'-0"

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38'-0"

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7'-5 "1316"

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FDR DRIVE SOUTH BOUND

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FDR DRIVE NORTH BOUND

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SB FDR SERVICE ROAD

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WILLIAMSBURG BRIDGE WEST ANCHORAGE

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DELANCEY STREET

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EAST RIVER HOUSING CORPORATION

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CL EAST ABUTMENT

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CL PIERS 7 AND 10

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CL PIERS 8 AND 9

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CL PIER 5

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CL PIER 4

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CL PIER 3

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CL PIER 2

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CL PIER 1

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CL WEST ABUTMENT

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BRIDGE RAILING (TYP.)

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PROTECTIVE FENCING (TYP.)

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BD100

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21

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SANDRESM1-BD100-00.DWG

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HARDESTY & HANOVER, LLC

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DELANCEY STREET BRIDGE EXISTING GENERAL PLAN AND ELEVATION

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SCALE: 1" = 20'" = 20'

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EXISTING GENERAL PLAN

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CAPITAL PROJECT NO.

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%%oDRAWN BY

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%%oCADD FILE

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SANDRESM1

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NO.

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APPR'D

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REVISIONS

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DESCRIPTIONS

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DATE

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BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

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AutoCAD SHX Text


AutoCAD SHX Text

%%OSIGNATURE

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AutoCAD SHX Text

%%ODATE

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AutoCAD SHX Text


AutoCAD SHX Text

OF

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SHEET

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SUBMITTED DATE:

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1/31/19

AutoCAD SHX Text

811

AutoCAD SHX Text

SCALE: 1" = 20'" = 20'

AutoCAD SHX Text

EXISTING GENERAL ELEVATION (LOOKING NORTH)

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

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IG

N S

UB

MIS

SIO

N 1

/3

1/2

01

9

CONCEPTUAL

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9 " 12"

AutoCAD SHX Text

9 " 12"

AutoCAD SHX Text

9 " 12"

AutoCAD SHX Text

0'-10"

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0'-10"

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0'-10"

AutoCAD SHX Text

0'-6"

AutoCAD SHX Text

0'-6"

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0'-6"

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

W12x58 FLOORBEAM

AutoCAD SHX Text

UTILITY CONDUIT (TYP.)

AutoCAD SHX Text

W8x40 (TYP.)

AutoCAD SHX Text

ARCH BOTTOM CHORD

AutoCAD SHX Text


AutoCAD SHX Text

3" DIA. STAINLESS STEEL CABLE (TYP.)

AutoCAD SHX Text

2-2" LIGHTING CONDUITS (TYP.)

AutoCAD SHX Text

NEED FOR LATERAL BRACING TO BE DETERMINED DURING DESIGN

AutoCAD SHX Text

ARCH TOP CHORD

AutoCAD SHX Text

3'-0"x1 " FLANGE12" FLANGE

AutoCAD SHX Text

1'-9"x1" WEB

AutoCAD SHX Text


AutoCAD SHX Text

2'-11"x1" WEB

AutoCAD SHX Text

CUT WT

AutoCAD SHX Text

0'-10"

AutoCAD SHX Text

0'-10"

AutoCAD SHX Text

0'-10"

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

TOP OF GRADE

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

HP12x84 (TYP.)

AutoCAD SHX Text

DELANCEY STREET SIDEWALK

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

SPAN 1 = 13'-8"

AutoCAD SHX Text

SPAN 1 = 13'-8"

AutoCAD SHX Text

SPAN 1 = 13'-8"

AutoCAD SHX Text

SPAN 1 = 12'-0"

AutoCAD SHX Text

SPAN 1 = 12'-0"

AutoCAD SHX Text

SPAN 1 = 12'-0"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ROW PROPERTY LINE

AutoCAD SHX Text

ARCHITECTURAL CONCRETE FINISH (TYP.)

AutoCAD SHX Text

CAPITAL PROJECT NO.

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%%oDRAWN BY

AutoCAD SHX Text

%%oCADD FILE

AutoCAD SHX Text

SANDRESM1

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NO.

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APPR'D

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTIONS

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DATE

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BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%OSIGNATURE

AutoCAD SHX Text


AutoCAD SHX Text

%%ODATE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

OF

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SHEET

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SUBMITTED DATE:

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1/31/19

AutoCAD SHX Text

811

AutoCAD SHX Text

DELANCEY STREET BRIDGE TYPICAL SECTIONS

AutoCAD SHX Text


AutoCAD SHX Text

SANDRESM1-BD102-00.DWG

AutoCAD SHX Text

BD103

AutoCAD SHX Text

24

AutoCAD SHX Text

B

AutoCAD SHX Text

BD102

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

C

AutoCAD SHX Text

BD102

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

A

AutoCAD SHX Text

BD102

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

Scale: 1/2" = 1'-0"

AutoCAD SHX Text

1

AutoCAD SHX Text

BD102

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

Scale: 3/8" = 1'-0"

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

ES

IG

N S

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MIS

SIO

N 1

/3

1/2

01

9

CONCEPTUAL

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

TEL

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

RIM:7.07 INV:-0.77(REC)

AutoCAD SHX Text

4'0"X2'8"COMB

AutoCAD SHX Text

E

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

L

AutoCAD SHX Text

#465 AVE D 7 STY. BRK. RES.

AutoCAD SHX Text

BENCHES

AutoCAD SHX Text

BENCH

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147.065'

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L

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

JACOB RIIS HOSUES

AutoCAD SHX Text

PIER 1APIER 1A

AutoCAD SHX Text

PIER 1PIER 1

AutoCAD SHX Text

PIER 2PIER 2

AutoCAD SHX Text

PIER 3APIER 3A

AutoCAD SHX Text

PIER 3APIER 3A

AutoCAD SHX Text

PIER 3PIER 3

AutoCAD SHX Text

PIER 4PIER 4

AutoCAD SHX Text

PIER 5PIER 5

AutoCAD SHX Text

PIER 6APIER 6A

AutoCAD SHX Text

PIER 6PIER 6

AutoCAD SHX Text

PIER 6PIER 6

AutoCAD SHX Text

EAST EAST ABUTMENT

AutoCAD SHX Text

WEST ABUTMENTWEST ABUTMENT

AutoCAD SHX Text

PIER 3PIER 3

AutoCAD SHX Text

PIER 3APIER 3A

AutoCAD SHX Text

PIER 4PIER 4

AutoCAD SHX Text

PIER 5PIER 5

AutoCAD SHX Text

PIER 6APIER 6A

AutoCAD SHX Text

PIER 6PIER 6

AutoCAD SHX Text

FDR

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FDR

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FDR

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FDR

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FDR

AutoCAD SHX Text

FDR

AutoCAD SHX Text

EXISTING SEWER MAIN

AutoCAD SHX Text

EXISTING CON ED HIGH VOLTAGE LINE

AutoCAD SHX Text

EXISTING CON ED OIL RETURN

AutoCAD SHX Text

EXISTING CON ED OIL RETURN

AutoCAD SHX Text

EXISTING CON ED HIGH VOLTAGE LINE

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text

TOP OF FENCE

AutoCAD SHX Text

TOP OF CONC. SLAB

AutoCAD SHX Text

BT100

AutoCAD SHX Text

28

AutoCAD SHX Text

SANDRESM1-BT100-00.DWG

AutoCAD SHX Text


AutoCAD SHX Text

EAST 10TH STREET BRIDGE EXISTING GENERAL PLAN AND ELEVATION

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

SCALE: 1" = 10'" = 10'

AutoCAD SHX Text

GENERAL PLAN

AutoCAD SHX Text

SCALE: 1" = 10'" = 10'

AutoCAD SHX Text

GENERAL ELEVATION (LOOKING NORTH)

AutoCAD SHX Text

CAPITAL PROJECT NO.

AutoCAD SHX Text

%%oDRAWN BY

AutoCAD SHX Text

%%oCADD FILE

AutoCAD SHX Text

SANDRESM1

AutoCAD SHX Text

NO.

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APPR'D

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTIONS

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DATE

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BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%OSIGNATURE

AutoCAD SHX Text


AutoCAD SHX Text

%%ODATE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

OF

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SHEET

AutoCAD SHX Text

SUBMITTED DATE:

AutoCAD SHX Text

1/31/19

AutoCAD SHX Text

811

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

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IG

N S

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MIS

SIO

N 1

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1/2

01

9

CONCEPTUAL

AutoCAD SHX Text

BRG. EAST ABUTMENTBRG. EAST ABUTMENT

AutoCAD SHX Text

BRG. WEST ABUTMENT

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

L

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

TEL

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

15"COMB

AutoCAD SHX Text

24"COMB

AutoCAD SHX Text

24"COMB

AutoCAD SHX Text

3'6"X2'4"COMB

AutoCAD SHX Text

4'0"X2'8"COMB

AutoCAD SHX Text

4'0"X2'8"COMB

AutoCAD SHX Text

18"COMB

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

15"COMB

AutoCAD SHX Text

6"COMB

AutoCAD SHX Text

6"COMB

AutoCAD SHX Text

6"COMB

AutoCAD SHX Text

6"COMB

AutoCAD SHX Text

12"WATER

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

UNKNOWN UTILITY ON CONC. SLAB

AutoCAD SHX Text

E

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

G

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

L

AutoCAD SHX Text

3'6"X2'4"COMB

AutoCAD SHX Text

BLOCK 367

AutoCAD SHX Text


AutoCAD SHX Text

DC

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

10

AutoCAD SHX Text


AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCHES

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

E

AutoCAD SHX Text

U

AutoCAD SHX Text

C

AutoCAD SHX Text

U

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

BENCHES

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

24" SEWER

AutoCAD SHX Text

24" SEWER

AutoCAD SHX Text

3'6"X2'4"COMB

AutoCAD SHX Text

S

AutoCAD SHX Text

12"WATER

AutoCAD SHX Text

GAS MAIN

AutoCAD SHX Text

3' FENCE

AutoCAD SHX Text

3' FENCE

AutoCAD SHX Text

BENCHES

AutoCAD SHX Text

L

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

Mh

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

Mh

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

APPROACH RAMP = 413-7 "316"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

15'-6 "14"

AutoCAD SHX Text

15'-6 "14"

AutoCAD SHX Text

15'-6 "14"

AutoCAD SHX Text

BRIDGE

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EAST 10TH STREET

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NORTH FASCIA

AutoCAD SHX Text

SOUTH FASCIA

AutoCAD SHX Text

FASCIA WALL (TYP.)

AutoCAD SHX Text

CONC. WALL (TYP.)

AutoCAD SHX Text

B

AutoCAD SHX Text

BT103

AutoCAD SHX Text

A

AutoCAD SHX Text

BT103

AutoCAD SHX Text

NB FDR

AutoCAD SHX Text

NB FDR

AutoCAD SHX Text

NB FDR

AutoCAD SHX Text

SPAN 1 = 152'-4 "58"

AutoCAD SHX Text

SPAN 1 = 152'-4 "58"

AutoCAD SHX Text

SPAN 1 = 152'-4 "58"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TOP OF FENCE

AutoCAD SHX Text

TOP OF FENCE

AutoCAD SHX Text

TOP OF FENCE

AutoCAD SHX Text

5%

AutoCAD SHX Text

1%

AutoCAD SHX Text

5%

AutoCAD SHX Text

EXISTING CON EDISON OIL STATIC LINES (TYP.)

AutoCAD SHX Text

CON EDISON ELECTRICAL LINE

AutoCAD SHX Text

6" CONCRETE CURB

AutoCAD SHX Text

EAST 10TH STREET

AutoCAD SHX Text

6" CONCRETE CURB

AutoCAD SHX Text

BRG. WEST ABUTMENT

AutoCAD SHX Text

BRG. EAST ABUTMENT

AutoCAD SHX Text

SEE DETAIL 1 DWG. BT103

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

BT102

AutoCAD SHX Text

30

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EAST 10TH STREET BRIDGE GENERAL PLAN AND ELEVATION

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

CAPITAL PROJECT NO.

AutoCAD SHX Text

%%oDRAWN BY

AutoCAD SHX Text

%%oCADD FILE

AutoCAD SHX Text

SANDRESM1

AutoCAD SHX Text

NO.

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%OSIGNATURE

AutoCAD SHX Text


AutoCAD SHX Text

%%ODATE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUBMITTED DATE:

AutoCAD SHX Text

1/31/19

AutoCAD SHX Text

811

AutoCAD SHX Text

SCALE: 1" = 20'" = 20'

AutoCAD SHX Text

GENERAL PLAN

AutoCAD SHX Text

SCALE: 1" = 20'" = 20'

AutoCAD SHX Text

GENERAL ELEVATION

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

ES

IG

N S

UB

MIS

SIO

N 1

/3

1/2

01

9

CONCEPTUAL

AutoCAD SHX Text

9 " 12"

AutoCAD SHX Text

9 " 12"

AutoCAD SHX Text

9 " 12"

AutoCAD SHX Text

0'-10"

AutoCAD SHX Text

0'-10"

AutoCAD SHX Text

0'-10"

AutoCAD SHX Text

0'-6"

AutoCAD SHX Text

0'-6"

AutoCAD SHX Text

0'-6"

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

W12x58 FLOORBEAM

AutoCAD SHX Text

UTILITY CONDUIT (TYP.)

AutoCAD SHX Text

W8x40 (TYP.)

AutoCAD SHX Text

ARCH BOTTOM CHORD

AutoCAD SHX Text


AutoCAD SHX Text

3" DIA. STAINLESS STEEL CABLE (TYP.)

AutoCAD SHX Text


AutoCAD SHX Text

NEED FOR LATERAL BRACING TO BE DETERMINED DURING DESIGN

AutoCAD SHX Text

ARCH TOP CHORD

AutoCAD SHX Text


AutoCAD SHX Text

1'-9"x1" WEB

AutoCAD SHX Text


AutoCAD SHX Text

2'-11"x1" WEB

AutoCAD SHX Text

CUT WT

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

1'-0" CONC. SLAB

AutoCAD SHX Text

1'-0" CONC. SLAB

AutoCAD SHX Text

1'-0" CONC. SLAB

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

2%

AutoCAD SHX Text

3'-6"

AutoCAD SHX Text

3'-6"

AutoCAD SHX Text

3'-6"

AutoCAD SHX Text

TOP OF GRADE (TYP.)

AutoCAD SHX Text

HP12x84 (TYP.)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ARCHTIECTURAL CONCRETE FINISH (TYP.)

AutoCAD SHX Text

CAPITAL PROJECT NO.

AutoCAD SHX Text

%%oDRAWN BY

AutoCAD SHX Text

%%oCADD FILE

AutoCAD SHX Text

SANDRESM1

AutoCAD SHX Text

NO.

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%OSIGNATURE

AutoCAD SHX Text


AutoCAD SHX Text

%%ODATE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUBMITTED DATE:

AutoCAD SHX Text

1/31/19

AutoCAD SHX Text

811

AutoCAD SHX Text

EAST 10TH STREET BRIDGE TYPICAL SECTIONS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BT103

AutoCAD SHX Text

31

AutoCAD SHX Text

A

AutoCAD SHX Text

BT102

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

B

AutoCAD SHX Text

BT102

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

1

AutoCAD SHX Text

BT102

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

ES

IG

N S

UB

MIS

SIO

N 1

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1/2

01

9

CONCEPTUAL

AutoCAD SHX Text

198'-0"

AutoCAD SHX Text

198'-0"

AutoCAD SHX Text

198'-0"

AutoCAD SHX Text

140'-0"

AutoCAD SHX Text

140'-0"

AutoCAD SHX Text

140'-0"

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

TOP OF BRIDGE DECK

AutoCAD SHX Text

TOP OF PEDESTRIAN RAMP

AutoCAD SHX Text


AutoCAD SHX Text

SEE DETAIL 1 ON DWG. BH101

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

F

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

L

AutoCAD SHX Text

W

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

F

AutoCAD SHX Text

Mh

AutoCAD SHX Text

MB

AutoCAD SHX Text

E

AutoCAD SHX Text

RECORD SEWER MANHOLE (NOT FOUND) INV:-1.82(REC)

AutoCAD SHX Text

4'0"X2'8"COMB.

AutoCAD SHX Text

4'0"X2'8"COMB.

AutoCAD SHX Text

4'0"X2'8"COMB.

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

R:9.30 INV:-1.52 (REC)

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

R:9.03 INV:-1.75(REC)

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

SEWER OVERFLOW CHAMBER

AutoCAD SHX Text


AutoCAD SHX Text

SEWER OVERFLOW CHAMBER INV:-2.82(REC)

AutoCAD SHX Text


AutoCAD SHX Text

S

AutoCAD SHX Text

R:19.44 INV:-1.56(REC)

AutoCAD SHX Text

INV:-1.70(REC)

AutoCAD SHX Text

INV:-1.99(REC)

AutoCAD SHX Text

4'6"X5'0"COMB.

AutoCAD SHX Text

4'6"X5'0" COMB.

AutoCAD SHX Text

4'6"X5'0"COMB.

AutoCAD SHX Text

4'6"X6'0"COMB.

AutoCAD SHX Text

4'6"X3'6"COMB.

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60"COMB.

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5'0"X3'0" COMB.

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5'0"X3'0"COMB.

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5'0"X3'0"COMB.

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4'6"X3'0"COMB.

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4'6"X3'0"COMB.

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R:6.20 INV:-2.16(REC)

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R:6.24 INV:-2.80(REC)

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S

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R:8.56 INV:-2.37(REC)

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4'6"X3'6"COMB.

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4'6"X3'0"COMB.

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W

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W

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12"WATER

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8"WATER

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12"WATER

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8"WATER

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4"WATER

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20"WATER

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20"WATER

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12"WATER

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12"WATER

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12"WATER

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U

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U

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U

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6.7

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6.1

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5.8

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5.5

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WALL

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P.T.

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56+40.4

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53+00

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54+00

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55+00

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56+00

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57+00

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58+00

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59+00

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60+00

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R=3250.00' <=16°07'17" ARC=914.45'

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61+00

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246+00

AutoCAD SHX Text

247+00

AutoCAD SHX Text

248+00

AutoCAD SHX Text

249+00

AutoCAD SHX Text

250+00

AutoCAD SHX Text

251+00

AutoCAD SHX Text

252+00

AutoCAD SHX Text

253+00

AutoCAD SHX Text

246+93.4

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P.T.

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BASELINE 2

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FDR DRIVE EXIT RAMP

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FDR DRIVE NORTHBOUND

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FDR DRIVE SOUTHBOUND

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HOUSTON STREET

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FDR DRIVE ENTRANCE RAMP

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EXISTING CONED OIL STATIC LINES

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EXISTING PEDESTRIAN RAMP TO BE REMOVED

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PEDESTRIAN RAMP

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CAPITAL PROJECT NO.

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%%oDRAWN BY

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%%oCADD FILE

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SANDRESM1

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NO.

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APPR'D

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REVISIONS

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DESCRIPTIONS

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DATE

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BY

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1/31/19

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%%OSIGNATURE

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%%ODATE

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OF

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SHEET

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SUBMITTED DATE:

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1/31/19

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811

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S

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W

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N

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E

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SCALE: 1" = 30'

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EXISTING GENERAL PLAN

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SCALE: 1" = 30'

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EXISTING GENERAL ELEVATION (LOOKING WEST)

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A

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BH101

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B

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BH101

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A

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BH101

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BH100

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35

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SANDRESM1-BH100-00.DWG

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HOUSTON STREET BRIDGE EXISTING GENERAL PLAN AND ELEVATION

E HOUSTONSTREET

E HOUSTONSTREET

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

ES

IG

N S

UB

MIS

SIO

N 1

/3

1/2

01

9

CONCEPTUAL

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NB FDR DRIVE

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FDR DRIVE RAMP

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TOP OF BRIDGE DECK

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PEDESTRIAN RAMP

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TOP OF GRADE

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EXISTING SLAB TO BE REMOVED

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EXISTING WALL TO BE REMOVED

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EXISTING SEWER MAIN

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NB FDR DRIVE

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FDR DRIVE RAMP

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EXISTING PEDESTRIAN CANTILEVER RAMP TO BE REMOVED

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TOP OF BRIDGE DECK

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REMOVE EXISTING STONE CLADDING

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CAPITAL PROJECT NO.

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%%oDRAWN BY

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%%oCADD FILE

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SANDRESM1

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NO.

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APPR'D

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REVISIONS

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DESCRIPTIONS

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DATE

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BY

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1/31/19

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%%OSIGNATURE

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%%ODATE

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OF

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SHEET

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SUBMITTED DATE:

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1/31/19

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811

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A

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BH100

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CROSS SECTION

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SCALE: 1/4" = 1'-0"

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B

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BH100

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SECTION B-B

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SCALE: 1/4" = 1'-0"

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1

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BH100

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DETAIL 1

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SCALE: 1/4" = 1'-0"

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BH101

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36

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AutoCAD SHX Text

HOUSTON STREET BRIDGE EXISTING TYPICAL SECTIONS

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

ES

IG

N S

UB

MIS

SIO

N 1

/3

1/2

01

9

CONCEPTUAL

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BRIDGE

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TOP OF BRIDGE DECK

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SEE DETAIL 1 ON DWG. BH103

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PROPOSED RETAINING WALL = 1,270'-0"

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EXISTING CON ED OIL STATIC LINES

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L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

MB

AutoCAD SHX Text

246+00

AutoCAD SHX Text

247+00

AutoCAD SHX Text

248+00

AutoCAD SHX Text

249+00

AutoCAD SHX Text

250+00

AutoCAD SHX Text

251+00

AutoCAD SHX Text

252+00

AutoCAD SHX Text

253+00

AutoCAD SHX Text

246+93.4

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P.T.

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BASELINE 2

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#288 DELANCEY ST. 8 STY. RES.

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1

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AutoCAD SHX Text

F

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S

AutoCAD SHX Text

F

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L

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L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

Mh

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

L

AutoCAD SHX Text

W

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

G

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F

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W

AutoCAD SHX Text

W

AutoCAD SHX Text

F

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Mh

AutoCAD SHX Text

MB

AutoCAD SHX Text

E

AutoCAD SHX Text


AutoCAD SHX Text

4'0"X2'8"COMB.

AutoCAD SHX Text

4'0"X2'8"COMB.

AutoCAD SHX Text

4'0"X2'8"COMB.

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

R:9.30 INV:-1.52 (REC)

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

R:9.03 INV:-1.75(REC)

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

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AutoCAD SHX Text


AutoCAD SHX Text

SEWER OVERFLOW CHAMBER INV:-2.82(REC)

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AutoCAD SHX Text

S

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R:19.44 INV:-1.56(REC)

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INV:-1.70(REC)

AutoCAD SHX Text

INV:-1.99(REC)

AutoCAD SHX Text

4'6"X5'0"COMB.

AutoCAD SHX Text

4'6"X5'0" COMB.

AutoCAD SHX Text

4'6"X5'0"COMB.

AutoCAD SHX Text

4'6"X6'0"COMB.

AutoCAD SHX Text

4'6"X3'6"COMB.

AutoCAD SHX Text

60"COMB.

AutoCAD SHX Text

5'0"X3'0" COMB.

AutoCAD SHX Text

5'0"X3'0"COMB.

AutoCAD SHX Text

5'0"X3'0"COMB.

AutoCAD SHX Text

4'6"X3'0"COMB.

AutoCAD SHX Text

4'6"X3'0"COMB.

AutoCAD SHX Text

R:6.20 INV:-2.16(REC)

AutoCAD SHX Text

R:6.24 INV:-2.80(REC)

AutoCAD SHX Text


AutoCAD SHX Text

S

AutoCAD SHX Text

R:8.56 INV:-2.37(REC)

AutoCAD SHX Text

4'6"X3'6"COMB.

AutoCAD SHX Text

4'6"X3'0"COMB.

AutoCAD SHX Text

W

AutoCAD SHX Text

W

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12"WATER

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8"WATER

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12"WATER

AutoCAD SHX Text

8"WATER

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4"WATER

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20"WATER

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20"WATER

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12"WATER

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12"WATER

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12"WATER

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U

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U

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U

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6.7

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6.1

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5.8

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5.5

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WALL

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FDR DRIVE EXIT RAMP

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FDR DRIVE NORTHBOUND

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FDR DRIVE SOUTHBOUND

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HOUSTON STREET

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FDR DRIVE ENTRANCE RAMP

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EXISTING CONED OIL STATIC LINES

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PROPOSED RETAINING WALL

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CAPITAL PROJECT NO.

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%%oDRAWN BY

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%%oCADD FILE

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SANDRESM1

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NO.

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APPR'D

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REVISIONS

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DESCRIPTIONS

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DATE

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BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

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%%OSIGNATURE

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%%ODATE

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OF

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SHEET

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SUBMITTED DATE:

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1/31/19

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811

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S

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W

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N

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E

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SCALE: 1" = 30'

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GENERAL PLAN

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SCALE: 1" = 30'

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GENERAL ELEVATION (LOOKING WEST)

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A

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BH103

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BH102

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37

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AutoCAD SHX Text


AutoCAD SHX Text

HOUSTON STREET BRIDGE GENERAL PLAN AND ELEVATION

E HOUSTONSTREET

CONSULTANT DESIGN


CITY OF NEW YORK


BUREAU OF DESIGN

INSTALLATION OF


CO

NC

EP

TU

AL

R

ED

ES

IG

N S

UB

MIS

SIO

N 1

/3

1/2

01

9

CONCEPTUAL

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EXISTING SEWER MAIN

AutoCAD SHX Text

TOP OF EXISTING FOOTING

AutoCAD SHX Text


AutoCAD SHX Text

BITUMINOUS JOINT FILLER BETWEEN SHEETING AND EXISTING SEWER MAIN

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NB FDR DRIVE

AutoCAD SHX Text

FDR DRIVE RAMP

AutoCAD SHX Text

TOP OF BRIDGE DECK

AutoCAD SHX Text

PEDESTRIAN RAMP

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EAST RIVER PARK

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STEEL SHEETING BETWEEN PILES TO EXTEND TO BOTTOM OF EXISTING FOOTING OF TIMBER PILES

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HP 12x84 PILE SPACED BETWEEN EXISTING TIMBER PILES AT 8'-0".

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TOP OF EXISTING FOOTING

AutoCAD SHX Text

CAPITAL PROJECT NO.

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%%oDRAWN BY

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%%oCADD FILE

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SANDRESM1

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NO.

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APPR'D

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REVISIONS

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DESCRIPTIONS

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DATE

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BY

AutoCAD SHX Text


AutoCAD SHX Text

1/31/19

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AutoCAD SHX Text


AutoCAD SHX Text

%%OSIGNATURE

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AutoCAD SHX Text

%%ODATE

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AutoCAD SHX Text


AutoCAD SHX Text

OF

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SHEET

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SUBMITTED DATE:

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1/31/19

AutoCAD SHX Text

811

AutoCAD SHX Text

BH103

AutoCAD SHX Text

38

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

HOUSTON STREET BRIDGE TYPICAL SECTIONS

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B

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-

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CROSS SECTION

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SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

1

AutoCAD SHX Text

BH102

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DETAIL 1

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SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

A

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BH102

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CROSS SECTION

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SCALE: 1/4" = 1'-0"

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B

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-

Appendix C1b Preferred Alternative - Bridge Plans, Elevations and … · 2019-09-13 · Preferred...

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Transcript of Appendix C1b Preferred Alternative - Bridge Plans, Elevations and … · 2019-09-13 · Preferred...