Plans 828579 - PR ER PRMNT RPR(10)_Part 3.pdf

PDF 38 MB Posted

Attached to
Landslide Repairs on PR-10 in the Municipality of Utuado
Solicitation number
693C73-22-R-000005
Issued by

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Written by GovTribe AI ·

This solicitation is for landslide repair work on PR-10 in Utuado, Puerto Rico. The project consists of embankment reconstruction, reinforced soil slope systems, drainage systems, landslide stabilization, gabion retaining walls, soil nailing walls, box culvert construction, pavement restoration, guardrails, bridges, and other miscellaneous work. The project will be split into multiple schedules with a total cost expected over $10 million. A request for proposals will be issued on October 7th, with proposals due on a date specified in the solicitation. A pre-bid meeting will be held for interested contractors. Offerors must have experience in landslide repair and bridge construction and will submit technical and price proposals in a two-step process. The Department of Transportation Federal Highway Administration is the agency issuing this solicitation.

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Other files

File Type Posted
Amendment 0007 - PR ER PRMNT RPR(10).pdf PDF
Amendment 0006 - PR ER PRMNT RPR (10).pdf PDF
Amendment 0005 - PR ER PRMNT RPR(10).pdf PDF
Amendment 0004 - PR ER PRMNT RPR (10).pdf PDF
Amendment 0003 - PR ER PRMNT RPR (10).pdf PDF
Amendment 0002 - PR ER PRMNT RPR (10).pdf PDF
Amendment 0001 - PR ST ER PRMT RPR(10).pdf PDF
Plans 826579 - PR ER PRMNT RPR(10).pdf PDF
Utility Endorsement_PREPA.pdf PDF
Report - Asbestos_AC-827579 Km 44.7 thru Km 45.2 Utuado.pdf PDF
Plans 827579 - PR ER PRMNT RPR(10)_Part 2.pdf PDF
Report - Lead_AC-827579 Km 44.7 thru Km 45.2 Utuado.pdf PDF
Plans 828579 - PR ER PRMNT RPR(10)_Part 1.pdf PDF
Categorical Exclusion Form (NEPA)_827579.pdf PDF
Report - Geotechnical_HWY_5 and 6_AC-826579.pdf PDF
PRHTA Standard Drawings.pdf PDF
PRHTA Material Testing Schedule.pdf PDF
Report - Lead and Asbestos_AC-826579.pdf PDF
Report - Geotechnical_HWY_14_AC-828579.pdf PDF
Report - Geotechnical_HWY_9_AC-827579.pdf PDF
Categorical Exclusion Form (NEPA)_828579.pdf PDF
Categorical Exclusion Form (NEPA)_828579_Appendices.pdf PDF
RFP Solicitation - PR ER PRMNT RPR(10).pdf PDF
ADV_Offerors Qualifications Form.doc DOC document
USFWS Conservation Measures.pdf PDF
Report - Geotechnical_HWY_8_AC-827579.pdf PDF
Report - Asbestos_AC-827579 Km 46.7 thru Km 47.5 Utuado.pdf PDF
Plans 828579 - PR ER PRMNT RPR(10)_Part 2.pdf PDF
Plans 827579 - PR ER PRMNT RPR(10)_Part 1.pdf PDF
PRHTA Special Provisions applicable to the project.pdf PDF
Report - Asbestos_AC-828579.pdf PDF
Report - Lead_AC-827579 46.7 thru Km 47.5 Utuado.pdf PDF
Categorical Exclusion Form (NEPA)_827579_Appendices.pdf PDF
VETS-4212 Form.pdf PDF
Utility Endorsement_PRASA.pdf PDF
Categorical Exclusion Form (NEPA)_826579.pdf PDF
Report - Lead and Asbestos_AC-828579.pdf PDF
DTOP Manual de Senales de Transito (MST).pdf PDF
PRHTA Standard Specifications.pdf PDF
ADV_Subcontracting Plan - PR ER PRMNT RPR(10).doc DOC document
Report - Asbestos_AC-826579.pdf PDF
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TYP. COLUMN ELEVATION

SECTION

SECTION

SECTION

SECTION

SECTION

PIER NO.1 STRUCTURAL DETAILS (1 OF 3)

BRIDGE NO.1 - ER-HWY-14

BR

1.21

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N S

PR-10 UTUADO P.R.

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

DATE

PR-10 UTUADO P.R. 2020

ER-9999(408) AC-828579

R289999579

LANDSLIDE REPAIR PR-10

FROM KM. 41.6 TO 47.5

UTUADO, PUERTO RICO

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

AS SHOWN

AutoCAD SHX Text C.L. G-15A

AutoCAD SHX Text C.L. G-15B

AutoCAD SHX Text

C.L. PR-10

AutoCAD SHX Text I

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

6-PA1003 ALT SPLICED W./ 6-PA1001

AutoCAD SHX Text

6-PA1001 BUNDLED W/ 6-PA1002 ALT SPLICED W./ 6-PA1003 BUNDLED W/ 6-PA1004

AutoCAD SHX Text

6-PA721

AutoCAD SHX Text

6-PA721

AutoCAD SHX Text

TOP ELEV.=Q

AutoCAD SHX Text

TOP OF STEEL CASING

AutoCAD SHX Text

6-PA1030 ALT SPLICED W./ 6-PA1031

AutoCAD SHX Text

6-PA1030 ALT SPLICED W./ 6-PA1031

AutoCAD SHX Text

6-PA723

AutoCAD SHX Text

6-PA721

AutoCAD SHX Text

MECHANICAL COUPLERS

AutoCAD SHX Text

CHEEK WALL (SEE SECTION X ON SHEET BR-1.23)

AutoCAD SHX Text 12.34

AutoCAD SHX Text 12.34

AutoCAD SHX Text

PIERS NO.1 ELEVATION

AutoCAD SHX Text

SCALE: 1: 50

AutoCAD SHX Text

TIP ELEV.=R

AutoCAD SHX Text D

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text E

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text C

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text 12.19

AutoCAD SHX Text 12.19

AutoCAD SHX Text

COLUMN 1

AutoCAD SHX Text 1.52m DIAM. DRILLED SHAFT

AutoCAD SHX Text

TIP ELEV.=R

AutoCAD SHX Text D

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text E

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text C

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text 12.19

AutoCAD SHX Text 12.19

AutoCAD SHX Text

COLUMN 2

AutoCAD SHX Text 1.52m DIAM. DRILLED SHAFT

AutoCAD SHX Text

TIP ELEV.=R

AutoCAD SHX Text D

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text E

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text C

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text 12.19

AutoCAD SHX Text 12.19

AutoCAD SHX Text

COLUMN 3

AutoCAD SHX Text 1.52m DIAM. DRILLED SHAFT

AutoCAD SHX Text

TIP ELEV.=R

AutoCAD SHX Text D

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text E

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text C

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text 12.19

AutoCAD SHX Text 12.19

AutoCAD SHX Text

COLUMN 4

AutoCAD SHX Text 1.52m DIAM. DRILLED SHAFT

AutoCAD SHX Text

TIP ELEV.=R

AutoCAD SHX Text D

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text E

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text C

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text 12.19

AutoCAD SHX Text 12.19

AutoCAD SHX Text

COLUMN 5

AutoCAD SHX Text 1.52m DIAM. DRILLED SHAFT

AutoCAD SHX Text H

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

1-PA624@0.10 & 2-PA626@0.10 & 1-PA610@0.10

AutoCAD SHX Text

1-PA625@0.10 & 2-PA627@0.10 & 1-PA610@0.10

AutoCAD SHX Text

6-PA1007 BUNDLED W/ 6-PA1007 ALT SPLICED W./ 6-PA1008 BUNDLED W/ 6-PA1008

AutoCAD SHX Text

6-PA1003 ALT SPLICED W./ 6-PA1001

AutoCAD SHX Text

6-PA1015 ALT SPLICED W./ 6-PA1017

AutoCAD SHX Text

6-PA1007 ALT SPLICED W./ 6-PA1008

AutoCAD SHX Text

3-PA732 ALT SPLICED W./ 3-PA733

AutoCAD SHX Text

3-PA711 ALT SPLICED W./ 3-PA712

AutoCAD SHX Text

3-PA705 ALT SPLICED W./ 3-PA706

AutoCAD SHX Text

6-PA1001 BUNDLED W/ 6-PA1002 ALT SPLICED W./ 6-PA1003 BUNDLED W/ 6-PA1004

AutoCAD SHX Text

6-PA1007 BUNDLED W/ 6-PA1007 ALT SPLICED W./ 6-PA1008 BUNDLED W/ 6-PA1008

AutoCAD SHX Text

12-PA1013 BUNDLED W/ 12-PA1014

AutoCAD SHX Text

12-PA1035

AutoCAD SHX Text

6-PA1009 ALT SPLICED W./ 6-PA1009

AutoCAD SHX Text

6-PA718

AutoCAD SHX Text

12-PA1013 BUNDLED W/ 12-PA1014

AutoCAD SHX Text

12-PA1035

AutoCAD SHX Text

6-PA1009 ALT SPLICED W./ 6-PA1009

AutoCAD SHX Text

1-PA625@0.10 & 2-PA627@0.10 & 1-PA610@0.10

AutoCAD SHX Text

1-PA624@0.10 & 2-PA626@0.10 & 1-PA610@0.10

AutoCAD SHX Text

1-PA624@0.10 & 2-PA626@0.10 & 1-PA610@0.10

AutoCAD SHX Text

1-PA624@0.10 & 2-PA626@0.10 & 1-PA610@0.10

AutoCAD SHX Text

6-PA1015 ALT SPLICED W./ 6-PA1017

AutoCAD SHX Text

6-PA1007 ALT SPLICED W./ 6-PA1008

AutoCAD SHX Text

1-PA625@0.10 & 2-PA627@0.10 & 1-PA610@0.10

AutoCAD SHX Text

3-PA706 ALT SPLICED W./ 3-PA705

AutoCAD SHX Text

1-PA624@0.10 & 2-PA626@0.10 & 1-PA610@0.10

AutoCAD SHX Text

1-PA625@0.10 & 2-PA627@0.10 & 1-PA610@0.10

AutoCAD SHX Text

1-PA624@0.10 & 2-PA626@0.10 & 1-PA610@0.10

AutoCAD SHX Text

MECHANICAL COUPLERS (SEE DET. ON SHEET BR-1.23)

AutoCAD SHX Text

6-PA722

AutoCAD SHX Text

3-PA706 ALT SPLICED W./ 3-PA705

AutoCAD SHX Text

3-PA732 ALT SPLICED W./ 3-PA733

AutoCAD SHX Text

12-PA734

AutoCAD SHX Text B

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

TIP ELEV.=R

AutoCAD SHX Text D

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text E

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

C.L. OF COLUMN

AutoCAD SHX Text

FOR PIER

AutoCAD SHX Text A

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

16-CA1001 BUNDLED W/ 16-CA1002

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text 1.52m DIAM. DRILLED SHAFT

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING. (BUNDLED).

AutoCAD SHX Text

16-DA1001 BUNDLED W/16-DA1002

AutoCAD SHX Text

9-DA1001 BUNDLED W/9-DA1002

AutoCAD SHX Text

DA506 SPIRAL @0.09 PITCH SPACING.

AutoCAD SHX Text SPLICE LOCATION TENSION MECHANICAL COUPLERS WHEN APPLY (SEE DET. ON SHEET BR-1.23)

AutoCAD SHX Text

2-CA507 SPIRAL @0.09 PITCH SPACING

AutoCAD SHX Text

SCALE: 1:40

AutoCAD SHX Text

TOP OF STEEL CASING TOP ELEV.=Q

AutoCAD SHX Text

BOTTOM OF PIER CAP

AutoCAD SHX Text SPLICE LOCATION TENSION MECHANICAL COUPLERS WHEN APPLY (SEE DET. ON SHEET BR-1.23)

AutoCAD SHX Text

16-DA1003 BUNDLED W/16-DA1004

AutoCAD SHX Text

1-CA1001 & 1-CA1002 (BUNDLED) ARE ALT. SPLICED W/ 1-CA1005 & 1-CA1006 (BUNDLED)

AutoCAD SHX Text

9-DA1003 BUNDLED W/9-DA1004

AutoCAD SHX Text

1-CA1003 & 1-CA1004 (BUNDLED) ARE ALT. SPLICED W/ 1-CA1005 & 1-CA1006 (BUNDED)

AutoCAD SHX Text

1-DA1001 & 1-DA1002 (BUNDLED) ARE ALT. SPLICED W/ 1-DA1003 & 1-DA1004 (BUNDLED)

AutoCAD SHX Text

9-CA1003 BUNDLED W/ 9-CA1004

AutoCAD SHX Text SPLICE LOCATION TENSION MECHANICAL COUPLERS WHEN APPLY (SEE DET. ON SHEET BR-1.23)

AutoCAD SHX Text

16-CA1005 BUNDLED W/16-CA1006

AutoCAD SHX Text

9-CA1005 BUNDLED W/9-CA1006

AutoCAD SHX Text

1-CA1005 & 1-CA1006 (BUNDLED) ARE ALT. SPLICED W/ 1-DA1001 & 1-DA1002 (BUNDLED)

AutoCAD SHX Text 5.50

AutoCAD SHX Text 5.50

AutoCAD SHX Text

CA508 SPIRAL@0.09 PITCH SPACING

AutoCAD SHX Text C

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text 12.19

AutoCAD SHX Text 12.19

AutoCAD SHX Text

1-DA1001 & 1-DA1002 (BUNDLED) ARE ALT. SPLICED W/ 1-DA1003 & 1-DA1004 (BUNDED)

AutoCAD SHX Text

1-CA1005 & 1-CA1006 (BUNDLED) ARE ALT. SPLICED W/ 1-DA1001 & 1-DA1002 (BUNDED)

AutoCAD SHX Text

1-CA1001 BUNDLED W/ 1-CA1002

AutoCAD SHX Text A

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

2-CA507 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text

16-CA1001 BUNDLED W/ 16-CA1002

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

1-CA1005 BUNDLED W/ 1-CA1006

AutoCAD SHX Text

16-CA1005 BUNDLED W/16-CA1006 ARE ALT. SPLICED W/ 16-DA1001 BUNDLED W/16-DA1002

AutoCAD SHX Text

1-CA1005 BUNDLED W/ 1-CA1006

AutoCAD SHX Text

9-CA1005 BUNDLED W/9-CA1006 ARE ALT. SPLICED W/ 9-DA1001 BUNDLED W/9-DA1002

AutoCAD SHX Text

1-CA508 SPIRAL @0.09 PITCH SPACING

AutoCAD SHX Text

2-CA507 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.14

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

1-DA1001 BUNDLED W/ 1-DA1002

AutoCAD SHX Text

16-DA1001 BUNDLED W/16-DA1002 ARE ALT. SPLICED W/ 16-DA1003 BUNDLED W/16-DA1004

AutoCAD SHX Text

1-DA1001 BUNDLED W/ 1-DA1002

AutoCAD SHX Text

9-DA1001 BUNDLED W/9-DA1002 ARE ALT. SPLICED W/ 9-DA1003 BUNDLED W/9-DA1004

AutoCAD SHX Text

1-DA506 SPIRAL @0.09 PITCH SPACING

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text

1.52 M. DIAM. PERMANENT STEEL CASING (ASTM A252 GRADE 3 (MOD), FY=50 KSI) (THICK= 0.0127M.)

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.14

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

1-DA1003 BUNDLED W/ 1-DA1004

AutoCAD SHX Text

16-DA1003 BUNDLED W/16-DA1004

AutoCAD SHX Text

1-DA1003 BUNDLED W/ 1-DA1004

AutoCAD SHX Text

9-DA1003 BUNDLED W/9-DA1004

AutoCAD SHX Text

1-DA506 SPIRAL @0.09 PITCH SPACING

AutoCAD SHX Text

2-DA505 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.14

AutoCAD SHX Text

1-CA1001 BUNDLED W/ 1-CA1002

AutoCAD SHX Text

16-CA1001 BUNDLED W/16-CA1002 ALT. W/ W/ 16-CA1005 BUNDLED W/16-CA1006

AutoCAD SHX Text

1-CA508 SPIRAL @0.09 PITCH SPACING

AutoCAD SHX Text

1-CA1003 BUNDLED W/ 1-CA1004

AutoCAD SHX Text

9-CA1003 BUNDLED W/9-CA1004 ALT. W/ 9-CA1005 BUNDLED W/9-CA1006

AutoCAD SHX Text

2-CA507 SPIRAL @0.09 PITCH SPACING (BUNDLED)

AutoCAD SHX Text B

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.14

AutoCAD SHX Text 1.98

AutoCAD SHX Text 1.98

AutoCAD SHX Text

PA519@0.15

AutoCAD SHX Text H

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text 0.16

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.13

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.13

AutoCAD SHX Text

(3) EQUAL SPACES

AutoCAD SHX Text

PA627@0.10

AutoCAD SHX Text

PA625@0.10

AutoCAD SHX Text

6-PA721

AutoCAD SHX Text

3-PA420 @0.30

AutoCAD SHX Text

6-PA1007 BUNDLED W/ 6-PA1007 ALT SPLICED W./ 6-PA1008 BUNDLED W/ 6-PA1008

AutoCAD SHX Text

6-PA1030 ALT SPLICED W./ 6-PA1031

AutoCAD SHX Text

6-PA1007 ALT SPLICED W./ 6-PA1008

AutoCAD SHX Text

3-PA732 ALT SPLICED W./ 3-PA733

AutoCAD SHX Text

3-PA732 ALT SPLICED W./ 3-PA733

AutoCAD SHX Text

3-PA711 ALT SPLICED W./ 3-PA712

AutoCAD SHX Text

6-PA1007 BUNDLED W/ 6-PA1007 ALT SPLICED W./ 6-PA1008 BUNDLED W/ 6-PA1008

AutoCAD SHX Text

6-PA1030 ALT SPLICED W./ 6-PA1031

AutoCAD SHX Text

6-PA1015 ALT SPLICED W./ 6-PA1017

AutoCAD SHX Text

PA610@0.10

AutoCAD SHX Text

C.L. COLUMN

AutoCAD SHX Text

5-ROWS OF 3-PA420@0.30

AutoCAD SHX Text

COLUMN REINF. TYP.

AutoCAD SHX Text

1-PA625@0.10, 2-PA627@0.10 & 1- PA610@0.10

AutoCAD SHX Text

1-PA624@0.10 &

AutoCAD SHX Text

1-PA624@0.10 &

AutoCAD SHX Text

1-PA624@0.10 &

AutoCAD SHX Text

1-PA624@0.10 &

AutoCAD SHX Text

TYP. PIER CAP JOINT DETAIL

AutoCAD SHX Text

SCALE: 1:30

AutoCAD SHX Text 1.82

AutoCAD SHX Text 1.82

AutoCAD SHX Text

PA626@0.10

AutoCAD SHX Text

PA624@0.10

AutoCAD SHX Text I

AutoCAD SHX Text

BR-1.21

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.13

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.13

AutoCAD SHX Text

(3) EQUAL SPACES

AutoCAD SHX Text

6-PA1001 BUNDLED W/ 6-PA1002 ALT SPLICED W./ 6-PA1003 BUNDLED W/ 6-PA1004

AutoCAD SHX Text

6-PA1003 ALT SPLICED W./ 6-PA1001

AutoCAD SHX Text

6-PA1015 ALT SPLICED W./ 6-PA1017

AutoCAD SHX Text

3-PA705 ALT SPLICED W./ 3-PA706

AutoCAD SHX Text

3-PA705 ALT SPLICED W./ 3-PA706

AutoCAD SHX Text

3-PA706 ALT SPLICED W./ 3-PA705

AutoCAD SHX Text

6-PA1001 BUNDLED W/ 6-PA1002 ALT SPLICED W./ 6-PA1003 BUNDLED W/ 6-PA1004

AutoCAD SHX Text

6-PA1003 ALT SPLICED W./ 6-PA1001

AutoCAD SHX Text

6-PA1015 ALT SPLICED W./ 6-PA1017

AutoCAD SHX Text

PA610@0.10

AutoCAD SHX Text

WORK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

WORK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text Drawing Name: V:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.21 to BR-1.23 - Pier No.1.dwg Last Modified: 6/22/2021 6:10:25 PMV:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.21 to BR-1.23 - Pier No.1.dwg Last Modified: 6/22/2021 6:10:25 PM Last Modified: 6/22/2021 6:10:25 PM6/22/2021 6:10:25 PM

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

J.C. VIRELLA

2-SA504@0.15

PIER NO.1 STRUCTURAL DETAILS (2 OF 3)

BRIDGE NO.1 - ER-HWY-14

BR

1.22

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N S

PR-10 UTUADO P.R.

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

DATE

PR-10 UTUADO P.R. 2020

ER-9999(408) AC-828579

R289999579

LANDSLIDE REPAIR PR-10

FROM KM. 41.6 TO 47.5

UTUADO, PUERTO RICO

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

AS SHOWN

AutoCAD SHX Text C.L. G-15A

AutoCAD SHX Text C.L. G-14A

AutoCAD SHX Text C.L. G-13A

AutoCAD SHX Text C.L. G-11A

AutoCAD SHX Text C.L. G-10A

AutoCAD SHX Text C.L. G-9A

AutoCAD SHX Text C.L. G-8A

AutoCAD SHX Text C.L. G-7A

AutoCAD SHX Text C.L. G-6A

AutoCAD SHX Text C.L. G-5A

AutoCAD SHX Text C.L. G-4A

AutoCAD SHX Text C.L. G-3A

AutoCAD SHX Text C.L. G-2A

AutoCAD SHX Text C.L. G-1A

AutoCAD SHX Text

C.L. PR-10

AutoCAD SHX Text

EL.=167.131

AutoCAD SHX Text C.L. G-12A

AutoCAD SHX Text

CONSTR. JOINT JOINT OF 1ST PHASE (SEE DET. 1 ON SHEET BR-1.23)

AutoCAD SHX Text

TEMP. BARRIER TO BE REMOVED AFTER COMPLETION OF 2ND PHASE

AutoCAD SHX Text

CONSTR. JOINT OF 1ST PHASE (SEE DET. 1 ON SHEET BR-1.23)

AutoCAD SHX Text

6-SA814 INTO 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA813INTO INTO O 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

SA512 @0.15

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

SA511 @0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text

6-SA814 INTO 2" DIAM. HOLE FILLED W/GROUT

AutoCAD SHX Text

5-SA801

AutoCAD SHX Text

5-SA805

AutoCAD SHX Text J

AutoCAD SHX Text

BR-1.22

AutoCAD SHX Text K

AutoCAD SHX Text

BR-1.22

AutoCAD SHX Text C.L. G-15A

AutoCAD SHX Text C.L. G-14A

AutoCAD SHX Text C.L. G-13A

AutoCAD SHX Text C.L. G-11A

AutoCAD SHX Text C.L. G-10A

AutoCAD SHX Text C.L. G-9A

AutoCAD SHX Text C.L. G-8A

AutoCAD SHX Text C.L. G-7A

AutoCAD SHX Text C.L. G-6A

AutoCAD SHX Text C.L. G-5A

AutoCAD SHX Text C.L. G-4A

AutoCAD SHX Text C.L. G-3A

AutoCAD SHX Text C.L. G-2A

AutoCAD SHX Text C.L. G-1A

AutoCAD SHX Text

C.L. PR-10

AutoCAD SHX Text

EL.=167.131

AutoCAD SHX Text C.L. G-12A

AutoCAD SHX Text

CONSTR. JOINT OF 1ST PHASE (SEE DET. 1 ON SHEET BR-1.23)

AutoCAD SHX Text

10-SA801

AutoCAD SHX Text

4-SA802

AutoCAD SHX Text

4-SA603

AutoCAD SHX Text

4-SA806

AutoCAD SHX Text

10-SA805

AutoCAD SHX Text

MECHANICAL COUPLERS

AutoCAD SHX Text

CONSTR. JOINT OF 1ST PHASE (SEE DET. 1 ON SHEET BR-1.23)

AutoCAD SHX Text J

AutoCAD SHX Text

BR-1.22

AutoCAD SHX Text K

AutoCAD SHX Text

BR-1.22

AutoCAD SHX Text

6-SA615

AutoCAD SHX Text

4-SA607

AutoCAD SHX Text

6-SA616

AutoCAD SHX Text

(2) 1-1/4" DIAM. X 0.91 M LENGTH ASTM F-1554 SWEDGE ANCHOR BOLTS @ 0.46 M. SPACING INTO 1-1/2" DIAM. GALV. PIPE.

AutoCAD SHX Text

C.L. OF PIER NO.1 (FIX)

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

6- SA813 INTO 2" HOLE

AutoCAD SHX Text

5-SA801

AutoCAD SHX Text

2-SA802

AutoCAD SHX Text

SA504@0.15

AutoCAD SHX Text

SA512@0.15

AutoCAD SHX Text

4-SA809

AutoCAD SHX Text 0.08

AutoCAD SHX Text 0.08

AutoCAD SHX Text 0.05

AutoCAD SHX Text 0.05

AutoCAD SHX Text J

AutoCAD SHX Text

BR-1.22

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text

6-SA615 ALT W./ 4-SA603 EQ. SPAC.

AutoCAD SHX Text

SEE DET.5/BR-1.23

AutoCAD SHX Text

C.L. OF PIER NO.1 (FIX)

AutoCAD SHX Text 1.82

AutoCAD SHX Text 1.82

AutoCAD SHX Text

0.025 STYROFOAM

AutoCAD SHX Text

0.025 STYROFOAM

AutoCAD SHX Text

5-SA801

AutoCAD SHX Text

SA504@0.15

AutoCAD SHX Text

3-SA810

AutoCAD SHX Text

4- SA809

AutoCAD SHX Text

2-SA802

AutoCAD SHX Text

SA511@0.15

AutoCAD SHX Text K

AutoCAD SHX Text

BR-1.22

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text

6-SA808

AutoCAD SHX Text

2-SA615

AutoCAD SHX Text

2-SA615

AutoCAD SHX Text

2-SA615

AutoCAD SHX Text

2-SA603

AutoCAD SHX Text

2-SA603

AutoCAD SHX Text

SEE DET.5/BR-1.23

AutoCAD SHX Text

WORK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

WORK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text Drawing Name: V:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.21 to BR-1.23 - Pier No.1.dwg Last Modified: 6/22/2021 6:09:07 PMV:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.21 to BR-1.23 - Pier No.1.dwg Last Modified: 6/22/2021 6:09:07 PM Last Modified: 6/22/2021 6:09:07 PM6/22/2021 6:09:07 PM

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

PIER NO.1 END DIAPHRAGM ELEVATION

AutoCAD SHX Text

SCALE: 1: 40

AutoCAD SHX Text

(SHOWING FRONT FACE REINFORCEMENT)

AutoCAD SHX Text

PIER NO.1 END DIAPHRAGM ELEVATION

AutoCAD SHX Text

SCALE: 1: 40

(TROUGH CENTER OF END DIAPHRAGM)

PIER NO.1 STRUCTURAL DETAILS (3 OF 3)

BRIDGE NO.1 - ER-HWY-14

BR

1.23

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N S

PR-10 UTUADO P.R.

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

DATE

PR-10 UTUADO P.R. 2020

ER-9999(408) AC-828579

R289999579

LANDSLIDE REPAIR PR-10

FROM KM. 41.6 TO 47.5

UTUADO, PUERTO RICO

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

AS SHOWN

AutoCAD SHX Text TABLE FOR REINF. OF COLUMS AND DRILLED SHAFT OF PIER No.1

AutoCAD SHX Text NOTE FOR REINFORCEMENT SCHEDULE: 1. THE CONTRACTOR SHALL REFER TO SHEET BR-1.36 FOR BAR LAYOUT INFORMATION AND DESCRIPTION.

AutoCAD SHX Text TABLE FOR REINFORCEMENT OF END DIAPHRAGM OF PIER No.1

AutoCAD SHX Text TABLE FOR REINFORCEMENT OF CAP FOR PIER No.1

AutoCAD SHX Text

LOC.

AutoCAD SHX Text

BAR

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR DETAILS

AutoCAD SHX Text

BAR

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

LOCATION AND REMARKS

AutoCAD SHX Text

C. TO C.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text G

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

BARS

AutoCAD SHX Text (Lbs)

AutoCAD SHX Text END DIAPHRAGM - PIER No.1

AutoCAD SHX Text

SA801

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 10.53

AutoCAD SHX Text 0.41

AutoCAD SHX Text 10.94

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA802

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 10.53

AutoCAD SHX Text 0.41

AutoCAD SHX Text 10.94

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA603

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 10.53

AutoCAD SHX Text 10.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA504

AutoCAD SHX Text 0.15

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.18

AutoCAD SHX Text 1.77

AutoCAD SHX Text 0.25

AutoCAD SHX Text 4.41

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STIRRUPS

AutoCAD SHX Text

SA805

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11.12

AutoCAD SHX Text 0.41

AutoCAD SHX Text 11.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA806

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11.12

AutoCAD SHX Text 0.41

AutoCAD SHX Text 11.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA607

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 11.12

AutoCAD SHX Text 11.12

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA808

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 1.15

AutoCAD SHX Text 1.15

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA809

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 1.15

AutoCAD SHX Text 1.15

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA810

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 0.30

AutoCAD SHX Text 0.30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA511

AutoCAD SHX Text 0.15

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.57

AutoCAD SHX Text 1.50

AutoCAD SHX Text 0.25

AutoCAD SHX Text 4.65

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STIRRUPS

AutoCAD SHX Text

SA512

AutoCAD SHX Text 0.15

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.69

AutoCAD SHX Text 0.88

AutoCAD SHX Text 0.25

AutoCAD SHX Text 3.65

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STIRRUPS

AutoCAD SHX Text

SA813

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 1.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FILLED W/ GROUT

AutoCAD SHX Text

SA814

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.41

AutoCAD SHX Text 1.41

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FILLED W/ GROUT

AutoCAD SHX Text

SA615

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 11.29

AutoCAD SHX Text 11.29

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SA616

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 10.36

AutoCAD SHX Text 10.36

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TOTAL WEIGHT =

AutoCAD SHX Text 16140

AutoCAD SHX Text

LOC.

AutoCAD SHX Text

BAR

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR DETAILS

AutoCAD SHX Text

BAR

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

LOCATION AND REMARKS

AutoCAD SHX Text

C. TO C.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

BARS

AutoCAD SHX Text (Lbs)

AutoCAD SHX Text

PIER NO. 1 DRILLED SHAFTS

AutoCAD SHX Text

DA1001

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 15.24

AutoCAD SHX Text 15.24

AutoCAD SHX Text

AutoCAD SHX Text 26895

AutoCAD SHX Text

DA1002

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 15.24

AutoCAD SHX Text 15.24

AutoCAD SHX Text

AutoCAD SHX Text 26895

AutoCAD SHX Text

DA1003

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.59

AutoCAD SHX Text

AutoCAD SHX Text 20454

AutoCAD SHX Text

DA1004

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 13.11

AutoCAD SHX Text 13.11

AutoCAD SHX Text

AutoCAD SHX Text 23136

AutoCAD SHX Text

DA505

AutoCAD SHX Text 0.09

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1210.72

AutoCAD SHX Text 1210.72

AutoCAD SHX Text

AutoCAD SHX Text 41432

AutoCAD SHX Text

SPIRAL

AutoCAD SHX Text

DA506

AutoCAD SHX Text 0.09

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 981.54

AutoCAD SHX Text 981.54

AutoCAD SHX Text

AutoCAD SHX Text 16795

AutoCAD SHX Text

SPIRAL

AutoCAD SHX Text

TOTAL WEIGHT =

AutoCAD SHX Text 155606

AutoCAD SHX Text

LOC.

AutoCAD SHX Text

BAR

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR DETAILS

AutoCAD SHX Text

BAR

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

LOCATION AND REMARKS

AutoCAD SHX Text

C. TO C.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

BARS

AutoCAD SHX Text (Lbs)

AutoCAD SHX Text

PIER NO.1 COLUMNS

AutoCAD SHX Text

CA1001

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6.86

AutoCAD SHX Text 0.58

AutoCAD SHX Text 7.44

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CA1002

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5.34

AutoCAD SHX Text 0.58

AutoCAD SHX Text 5.92

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CA1003

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5.04

AutoCAD SHX Text 0.58

AutoCAD SHX Text 5.62

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CA1004

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6.56

AutoCAD SHX Text 0.58

AutoCAD SHX Text 7.14

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CA1005

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 7.68

AutoCAD SHX Text 7.68

AutoCAD SHX Text

AutoCAD SHX Text 13550

AutoCAD SHX Text

CA1006

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 7.68

AutoCAD SHX Text 7.68

AutoCAD SHX Text

AutoCAD SHX Text 13550

AutoCAD SHX Text

CA507

AutoCAD SHX Text 0.09

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 724.40

AutoCAD SHX Text 724.40

AutoCAD SHX Text

AutoCAD SHX Text 24790

AutoCAD SHX Text

SPIRAL

AutoCAD SHX Text

CA508

AutoCAD SHX Text 0.09

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 576.07

AutoCAD SHX Text 576.07

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SPIRAL

AutoCAD SHX Text

TOTAL WEIGHT =

AutoCAD SHX Text 84942

AutoCAD SHX Text

LOC.

AutoCAD SHX Text

BAR

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR

AutoCAD SHX Text

BAR DETAILS

AutoCAD SHX Text

BAR

AutoCAD SHX Text

NO. OF

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

LOCATION AND REMARKS

AutoCAD SHX Text

C. TO C.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

BARS

AutoCAD SHX Text (Lbs)

AutoCAD SHX Text PIER CAP No. 1

AutoCAD SHX Text

PA1001

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.74

AutoCAD SHX Text 0.58

AutoCAD SHX Text 4.32

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1002

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.50

AutoCAD SHX Text 0.58

AutoCAD SHX Text 5.08

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1003

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 8.77

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1004

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 9.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA705

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 3.73

AutoCAD SHX Text 3.73

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA706

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 8.77

AutoCAD SHX Text 8.77

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1007

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 9.06

AutoCAD SHX Text 9.06

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1008

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 4.03

AutoCAD SHX Text 4.03

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1009

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 9.29

AutoCAD SHX Text 9.29

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA610

AutoCAD SHX Text 0.10

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.65

AutoCAD SHX Text 1.66

AutoCAD SHX Text 0.30

AutoCAD SHX Text 5.23

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA711

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 9.06

AutoCAD SHX Text 9.06

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA712

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 4.03

AutoCAD SHX Text 4.03

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 9.29

AutoCAD SHX Text 0.58

AutoCAD SHX Text 9.87

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1014

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8.53

AutoCAD SHX Text 0.58

AutoCAD SHX Text 9.11

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1015

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 3.74

AutoCAD SHX Text 3.74

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1017

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 8.77

AutoCAD SHX Text 8.77

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA718

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 9.29

AutoCAD SHX Text 9.29

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA519

AutoCAD SHX Text 0.15

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.60

AutoCAD SHX Text 1.94

AutoCAD SHX Text 0.60

AutoCAD SHX Text 3.14

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OVER SEAT

AutoCAD SHX Text

PA420

AutoCAD SHX Text 0.30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.25

AutoCAD SHX Text 1.94

AutoCAD SHX Text 0.20

AutoCAD SHX Text 2.39

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AT COL. JOINT

AutoCAD SHX Text

PA721

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.41

AutoCAD SHX Text 3.30

AutoCAD SHX Text 0.41

AutoCAD SHX Text 4.12

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OVER SEAT

AutoCAD SHX Text

PA722

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.41

AutoCAD SHX Text 1.13

AutoCAD SHX Text 1.54

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OVER SEAT

AutoCAD SHX Text

PA723

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.41

AutoCAD SHX Text 2.17

AutoCAD SHX Text 2.58

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OVER SEAT

AutoCAD SHX Text

PA624

AutoCAD SHX Text 0.10

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.94

AutoCAD SHX Text 1.66

AutoCAD SHX Text 0.30

AutoCAD SHX Text 7.81

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BW COLUMNS

AutoCAD SHX Text

PA625

AutoCAD SHX Text 0.10

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.94

AutoCAD SHX Text 1.66

AutoCAD SHX Text 0.30

AutoCAD SHX Text 7.81

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AT COL. JOINT

AutoCAD SHX Text

PA626

AutoCAD SHX Text 0.10

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.30

AutoCAD SHX Text 1.66

AutoCAD SHX Text 0.30

AutoCAD SHX Text 4.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BW COLUMNS

AutoCAD SHX Text

PA627

AutoCAD SHX Text 0.10

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.30

AutoCAD SHX Text 1.66

AutoCAD SHX Text 0.30

AutoCAD SHX Text 4.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AT COL. JOINT

AutoCAD SHX Text

PA528

AutoCAD SHX Text 0.15

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 2.61

AutoCAD SHX Text 2.61

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHEEK WALL

AutoCAD SHX Text

PA529

AutoCAD SHX Text 0.20

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 2.01

AutoCAD SHX Text 2.01

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHEEK WALL

AutoCAD SHX Text

PA1030

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 4.79

AutoCAD SHX Text 4.79

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1031

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 9.82

AutoCAD SHX Text 9.82

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA732

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 4.79

AutoCAD SHX Text 4.79

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA733

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 9.82

AutoCAD SHX Text 9.82

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA734

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

STR

AutoCAD SHX Text 8.53

AutoCAD SHX Text 8.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PA1035

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8.53

AutoCAD SHX Text 0.58

AutoCAD SHX Text 9.11

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TOTAL WEIGHT =

AutoCAD SHX Text 60055

AutoCAD SHX Text

STR

AutoCAD SHX Text 8.77

AutoCAD SHX Text 9.53

AutoCAD SHX Text G5-A'

AutoCAD SHX Text G3-A'

AutoCAD SHX Text G7-A'

AutoCAD SHX Text G2-A'

AutoCAD SHX Text G4-A'

AutoCAD SHX Text G6-A'

AutoCAD SHX Text

ELEVATIONS

AutoCAD SHX Text G1-A'

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text G8-A'

AutoCAD SHX Text G9-A'

AutoCAD SHX Text G10-A'

AutoCAD SHX Text G11-A'

AutoCAD SHX Text G12-A'

AutoCAD SHX Text G13-A'

AutoCAD SHX Text G14-A'

AutoCAD SHX Text G15-A'

AutoCAD SHX Text

ELEV. E

AutoCAD SHX Text

ELEV. C

AutoCAD SHX Text

ELEV. G

AutoCAD SHX Text

ELEV. B

AutoCAD SHX Text

ELEV. D

AutoCAD SHX Text

ELEV. F

AutoCAD SHX Text

ELEV. A

AutoCAD SHX Text

ELEV. H

AutoCAD SHX Text

ELEV. I

AutoCAD SHX Text

ELEV. J

AutoCAD SHX Text

ELEV. K

AutoCAD SHX Text

ELEV. L

AutoCAD SHX Text

ELEV. M

AutoCAD SHX Text

ELEV. N

AutoCAD SHX Text

ELEV. 0

AutoCAD SHX Text

MKD.

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text 168.99

AutoCAD SHX Text 169.00

AutoCAD SHX Text 169.01

AutoCAD SHX Text 169.03

AutoCAD SHX Text 169.05

AutoCAD SHX Text 169.06

AutoCAD SHX Text 169.08

AutoCAD SHX Text 169.10

AutoCAD SHX Text 169.12

AutoCAD SHX Text 169.12

AutoCAD SHX Text 169.10

AutoCAD SHX Text 169.07

AutoCAD SHX Text 169.03

AutoCAD SHX Text 169.00

AutoCAD SHX Text 168.97

AutoCAD SHX Text G5-B

AutoCAD SHX Text G3-B

AutoCAD SHX Text G7-B

AutoCAD SHX Text G2-B

AutoCAD SHX Text G4-B

AutoCAD SHX Text G6-B

AutoCAD SHX Text G1-B

AutoCAD SHX Text G8-B

AutoCAD SHX Text G9-B

AutoCAD SHX Text G10-B

AutoCAD SHX Text G11-B

AutoCAD SHX Text G12-B

AutoCAD SHX Text G13-B

AutoCAD SHX Text G14-B

AutoCAD SHX Text G15-B

AutoCAD SHX Text

ELEV. E'

AutoCAD SHX Text

ELEV. C'

AutoCAD SHX Text

ELEV. G'

AutoCAD SHX Text

ELEV. B'

AutoCAD SHX Text

ELEV. D'

AutoCAD SHX Text

ELEV. F'

AutoCAD SHX Text

ELEV. A'

AutoCAD SHX Text

ELEV. H'

AutoCAD SHX Text

ELEV. I'

AutoCAD SHX Text

ELEV. J'

AutoCAD SHX Text

ELEV. K'

AutoCAD SHX Text

ELEV. L'

AutoCAD SHX Text

ELEV. M'

AutoCAD SHX Text

ELEV. N'

AutoCAD SHX Text

ELEV. 0'

AutoCAD SHX Text 168.92

AutoCAD SHX Text 168.94

AutoCAD SHX Text 168.97

AutoCAD SHX Text 168.99

AutoCAD SHX Text 169.01

AutoCAD SHX Text 169.04

AutoCAD SHX Text 169.06

AutoCAD SHX Text 169.08

AutoCAD SHX Text 169.11

AutoCAD SHX Text 169.12

AutoCAD SHX Text 169.09

AutoCAD SHX Text 169.06

AutoCAD SHX Text 169.03

AutoCAD SHX Text 169.00

AutoCAD SHX Text 168.97

AutoCAD SHX Text

PIER NO.1 BEARING SEATS ELEVATIONS

AutoCAD SHX Text

PIER CAP

AutoCAD SHX Text

0.05 CL.

AutoCAD SHX Text

0.05 CL.

AutoCAD SHX Text 2.10

AutoCAD SHX Text 2.10

AutoCAD SHX Text

0.05 CL.

AutoCAD SHX Text

0.05 CL.

AutoCAD SHX Text

PA528 @0.15

AutoCAD SHX Text

PA529 @0.20

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

SECTION

AutoCAD SHX Text Y

AutoCAD SHX Text

BR-1.23

AutoCAD SHX Text X

AutoCAD SHX Text

BR-1.23

AutoCAD SHX Text

0.05 STYROFOAM FORMING STRIP TYP.

AutoCAD SHX Text

0.05 STYROFOAM FORMING STRIP TYP.

AutoCAD SHX Text

PA528 @0.15

AutoCAD SHX Text

PA529 @0.20

AutoCAD SHX Text

0.05 CL.

AutoCAD SHX Text

0.05 CL.

AutoCAD SHX Text

PIER CAP

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

SECTION

AutoCAD SHX Text Y

AutoCAD SHX Text

BR-1.23

AutoCAD SHX Text

TYP. MECHANICAL COUPLER

AutoCAD SHX Text

SCALE: 1:30

AutoCAD SHX Text

(2) BUNDLED BARS ALTERNATE SPLICES AS SHOWN

AutoCAD SHX Text

(2) BUNDLED BARS ALTERNATE SPLICES

AutoCAD SHX Text

TYP. MECHANICAL COUPLER

AutoCAD SHX Text DETAIL FOR SPLICE OF VERTICAL REINFORCEMENT WITH MECHANICAL COUPLERS ON COLUMNS AND DRILLED SHAFTS

AutoCAD SHX Text

SPLICE BETWEEN BUNDLED BARS SHALL BE ALTERNATED AS SHOWN

AutoCAD SHX Text

TYP. MECHANICAL COUPLER

AutoCAD SHX Text

SCALE: 1:30

AutoCAD SHX Text

(2) BUNDLED BARS ALTERNATE SPLICES AS SHOWN

AutoCAD SHX Text

(2) BUNDLED BARS ALTERNATE SPLICES

AutoCAD SHX Text

TYP. MECHANICAL COUPLER

AutoCAD SHX Text DETAIL FOR SPLICE OF HORIZONTAL REINFORCEMENT WITH MECHANICAL COUPLERS ON PIER CAPS

AutoCAD SHX Text

SPLICE BETWEEN BUNDLED BARS SHALL BE ALTERNATED AS SHOWN

AutoCAD SHX Text 1- ALL SPIRAL REINFORCEMENT SHALL BEGIN AND END WITH 1 1/2" CLOSED TURNS. 2- SPIRALS MAY BE DISCONTINUOUS IN SHAFT CAP TO ALLOW FOR PLACING OF SHAFT CAP LONGITUDINAL REINFORCEMENT AS SHOWN IN DETAILS. DISCONTINUITY SPIRALS IN SHAFT CAP SHALL BE PROPERLY ANCHORED BY TURNING ENDS OF SPIRALS INTO DRILLED SHAFT OF REINFORCING CAGE WITH A MINIMUM EXTENSION OF 1.36m. 3- AT SPIRAL DISCONTINUITIES, SPLICES SHALL BE PROVIDED THAT ARE CAPABLE OF DEVELOPING AT LEAST 125 PERCENT OF THE SPECIFIED MINIMUM YIELD STRESS OF THE REINFORCING BAR. 4- SPLICES IN SPIRAL REINFORCEMENT SHALL BE MADE BY FULL-MECHANICAL SPLICE. THE MECHANICAL SPLICE SHALL DEVELOP AT LEAST 125 PERCENT OF THE YIELD STRESS OF THE REINFORCING BAR IN TENSION OR COMPRESSION. 5- ALL VERTICAL DRILLED SHAFT REINFORCEMENT SHALL BE STIFFENED AS NECESSARY FOR HANDLING AND CONSTRUCTION. 6- A TEMPORARY STEEL CASING IF REQUIRED FOR THE CONSTRUCTION OF THE DRILLED SHAFT SHALL BE A SUBSIDIARY OBLIGATION OF DRILLED SHAFT, 60 INCHES DIAMETER PAY ITEM. 7- THE DRILLED SHAFT REINFORCEMENT SHALL BE MECHANICALLY SPLICED AT THE LOCATIONS SHOWN. THE MECHANICAL SPLICE SHALL DEVELOP AT LEAST 125 PERCENT OF THE BAR YIELD STRESS IN TENSION OR COMPRESSION. THIS MECHANICAL SPLICE SHALL BE A SUBSIDIARY OBLIGATION OF DRILLED SHAFT, 60 INCHES DIAMETER PAY ITEM. 8- THE DRILLED SHAFT REINFORCEMENT SHALL BE A SUBSIDIARY OBLIGATION OF DRILLED SHAFT, 60 INCHES DIAMETER PAY ITEM. 9- THE CONTRACTOR MAY ADD AT ITS OWN EXPENSE ADDITIONAL STIRRUPS TO HOLD THE LONGITUDINAL REINFORCEMENT OF THE DRILLED SHAFTS IN PLACE.

AutoCAD SHX Text

IMPORTANT NOTES FOR PIERS DRILLED SHAFT REINFORCEMENT

AutoCAD SHX Text C.L. G-7

AutoCAD SHX Text C.L. G-8

AutoCAD SHX Text

CONSTR. JOINT

AutoCAD SHX Text C.L. G-7

AutoCAD SHX Text

1ST PHASE

AutoCAD SHX Text

2ND PHASE

AutoCAD SHX Text

CONSTR. JOINT

AutoCAD SHX Text

CONSTR. JOINT

AutoCAD SHX Text

SCALE: 1:33(1/3)

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

BR-1.23

AutoCAD SHX Text

2ND PHASE

AutoCAD SHX Text

CONSTR. JOINT

AutoCAD SHX Text

MECHANICAL COUPLER

AutoCAD SHX Text

SCALE N.T.S.

AutoCAD SHX Text 0.012

AutoCAD SHX Text 0.012

AutoCAD SHX Text

FILL JOINT W/ SILICONE SEALANT (SPEC 705)

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text NOTE FOR DETAIL 5/BR-1.23: 1. REINFORCING STEEL SHALL BE SPACED A TRANSVERSALY ALONG THE BRIDGE A MIN. OF 0.075 CL. FROM SAW CUT. 2. THE SAW CUT SHALL BE MADE NO LATER THAN THE DAY FOLLOWING CONCRETE PLACEMENT

AutoCAD SHX Text

%%UDETAIL

AutoCAD SHX Text

AutoCAD SHX Text

BR-1.23

AutoCAD SHX Text

LONG. REINF. THROUGH PIER JOINT

AutoCAD SHX Text

WORK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.O. VIIRELLA SANCHEZ

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

WORK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text Drawing Name: V:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.21 to BR-1.23 - Pier No.1.dwg Last Modified: 6/24/2021 1:25:01 PMV:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.21 to BR-1.23 - Pier No.1.dwg Last Modified: 6/24/2021 1:25:01 PM Last Modified: 6/24/2021 1:25:01 PM6/24/2021 1:25:01 PM

AutoCAD SHX Text

J.C. VIRELLA

AutoCAD SHX Text

SCALE:

PIER NO.2 GEOMETRIC DETAILS

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N S

PR-10 UTUADO P.R.

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

DATE

PR-10 UTUADO P.R. 2020

ER-9999(408) AC-828579

R289999579

LANDSLIDE REPAIR PR-10

FROM KM. 41.6 TO 47.5

UTUADO, PUERTO RICO

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

1.24

BR

AS SHOWN

AutoCAD SHX Text

1.52 M. DIAM. COLUMN

AutoCAD SHX Text

PIER CAP

AutoCAD SHX Text

(2) 1-1/4" DIAM. X 0.91 M LENGTH ASTM F-1554 SWEDGE ANCHOR BOLTS @ 0.46 M. SPACING INTO 1-1/2" DIAM. GALV. PIPE.

AutoCAD SHX Text

C.L. OF PIER NO.2 (FIX)

AutoCAD SHX Text

BEAM END

AutoCAD SHX Text

BEAM END

AutoCAD SHX Text

C.L. OF BEARING

AutoCAD SHX Text

C.L. OF BEARING

AutoCAD SHX Text 1.82

AutoCAD SHX Text 1.82

AutoCAD SHX Text

1.52 M. DIAM. COLUMN

AutoCAD SHX Text

PIER CAP

AutoCAD SHX Text

(2) 1-1/4" DIAM. X 0.91 M LENGTH ASTM F-1554 SWEDGE ANCHOR BOLTS @ 0.46 M. SPACING INTO 1-1/2" DIAM. GALV. PIPE.

AutoCAD SHX Text

C.L. OF PIER NO.2 (FIX)

AutoCAD SHX Text

BEAM END

AutoCAD SHX Text

BEAM END

AutoCAD SHX Text

C.L. OF BEARING

AutoCAD SHX Text

C.L. OF BEARING

AutoCAD SHX Text 1.82

AutoCAD SHX Text 1.82

AutoCAD SHX Text

0.025 STYROFOAM

AutoCAD SHX Text

0.025 STYROFOAM

AutoCAD SHX Text B

AutoCAD SHX Text

BR-1.24

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE 1:33-1/3

AutoCAD SHX Text A

AutoCAD SHX Text

BR-1.24

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE 1:33-1/3

AutoCAD SHX Text C.L. G-2B'

AutoCAD SHX Text C.L. G-3B'

AutoCAD SHX Text C.L. G-4B'

AutoCAD SHX Text C.L. G-5B'

AutoCAD SHX Text C.L. G-6B'

AutoCAD SHX Text C.L. G-7B'

AutoCAD SHX Text C.L. G-8B'

AutoCAD SHX Text C.L. G-9B'

AutoCAD SHX Text C.L. G-10B'

AutoCAD SHX Text C.L. G-11B'

AutoCAD SHX Text C.L. G-12B'

AutoCAD SHX Text C.L. G-13B'

AutoCAD SHX Text C.L. G-14B'

AutoCAD SHX Text C.L. G-15B'

AutoCAD SHX Text C.L. G-1B'

AutoCAD SHX Text C.L. G-2C

AutoCAD SHX Text C.L. G-3C

AutoCAD SHX Text C.L. G-4C

AutoCAD SHX Text C.L. G-5C

AutoCAD SHX Text C.L. G-6C

AutoCAD SHX Text C.L. G-7C

AutoCAD SHX Text C.L. G-8C

AutoCAD SHX Text C.L. G-9C

AutoCAD SHX Text C.L. G-10C

AutoCAD SHX Text C.L. G-11C

AutoCAD SHX Text C.L. G-12C

AutoCAD SHX Text C.L. G-13C

AutoCAD SHX Text C.L. G-14C

AutoCAD SHX Text C.L. G-15C

AutoCAD SHX Text C.L. G-1C

AutoCAD SHX Text

C.L. OF PIER NO.1

AutoCAD SHX Text

C.L. OF BEARING

AutoCAD SHX Text

C.L. OF BEARING

AutoCAD SHX Text

SEE DET. X ON SHEET BR-1.27

AutoCAD SHX Text

C.L. PR-10

AutoCAD SHX Text

EL. A

AutoCAD SHX Text

EL. B

AutoCAD SHX Text

EL. C

AutoCAD SHX Text

EL. D

AutoCAD SHX Text

EL. E

AutoCAD SHX Text

EL. F

AutoCAD SHX Text

EL. G

AutoCAD SHX Text

EL. H

AutoCAD SHX Text

EL. I

AutoCAD SHX Text

EL. J

AutoCAD SHX Text

EL. K

AutoCAD SHX Text

EL. L

AutoCAD SHX Text

EL. M

AutoCAD SHX Text

EL. N

AutoCAD SHX Text

CONSTR. JOINT 1ST PHASE (DIAPHRAGM)

AutoCAD SHX Text

EL. O

AutoCAD SHX Text

EL. A'

AutoCAD SHX Text

EL. B'

AutoCAD SHX Text

EL. C'

AutoCAD SHX Text

EL. D'

AutoCAD SHX Text

EL. G'

AutoCAD SHX Text

EL. H'

AutoCAD SHX Text

EL. I'

AutoCAD SHX Text

EL. J'

AutoCAD SHX Text

EL. K'

AutoCAD SHX Text

EL. L'

AutoCAD SHX Text

EL. M'

AutoCAD SHX Text

EL. N'

AutoCAD SHX Text

EL. E'

AutoCAD SHX Text

EL. F'

AutoCAD SHX Text

EL. O'

AutoCAD SHX Text

CONSTR. JOINT 1ST PHASE (PIER CAP)

AutoCAD SHX Text 12.34

AutoCAD SHX Text 12.34

AutoCAD SHX Text

PIER NO.2 PLAN

AutoCAD SHX Text

SCALE: 1: 40

AutoCAD SHX Text

NOTE:FOR BEARING SEATS ELEVATIONS SEE SHEET BR-1.27

AutoCAD SHX Text

PIER

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text EL.P [m]

AutoCAD SHX Text

EL. Q

AutoCAD SHX Text

EL.R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 154.098

AutoCAD SHX Text 153.798

AutoCAD SHX Text 127.798

AutoCAD SHX Text

AutoCAD SHX Text 145.348

AutoCAD SHX Text 154.048

AutoCAD SHX Text 128.048

AutoCAD SHX Text

AutoCAD SHX Text 154.560

AutoCAD SHX Text 154.260

AutoCAD SHX Text 128.260

AutoCAD SHX Text

AutoCAD SHX Text 154.743

AutoCAD SHX Text 154.443

AutoCAD SHX Text 128.443

AutoCAD SHX Text

AutoCAD SHX Text 154.915

AutoCAD SHX Text 154.615

AutoCAD SHX Text 128.615

AutoCAD SHX Text

SPAN 3

AutoCAD SHX Text

SPAN 2

AutoCAD SHX Text

DIRECTION OF STATIONING

AutoCAD SHX Text C.L. G-1C

AutoCAD SHX Text C.L. G-2C

AutoCAD SHX Text C.L. G-3C

AutoCAD SHX Text C.L. G-4C

AutoCAD SHX Text C.L. G-5C

AutoCAD SHX Text C.L. G-6C

AutoCAD SHX Text C.L. G-7C

AutoCAD SHX Text C.L. G-8C

AutoCAD SHX Text C.L. G-9C

AutoCAD SHX Text C.L. G-10C

AutoCAD SHX Text C.L. G-11C

AutoCAD SHX Text C.L. G-12C

AutoCAD SHX Text C.L. G-13C

AutoCAD SHX Text C.L. G-14C

AutoCAD SHX Text C.L. G-15C

AutoCAD SHX Text C.L. G-1B'

AutoCAD SHX Text C.L. G-2B'

AutoCAD SHX Text C.L. G-3B'

AutoCAD SHX Text C.L. G-4B'

AutoCAD SHX Text C.L. G-5B'

AutoCAD SHX Text C.L. G-6B'

AutoCAD SHX Text C.L. G-7B'

AutoCAD SHX Text C.L. G-8B'

AutoCAD SHX Text C.L. G-9B'

AutoCAD SHX Text C.L. G-10B'

AutoCAD SHX Text C.L. G-11B'

AutoCAD SHX Text C.L. G-12B'

AutoCAD SHX Text C.L. G-13B'

AutoCAD SHX Text C.L. G-14B'

AutoCAD SHX Text C.L. G-15B'

AutoCAD SHX Text 167.00

AutoCAD SHX Text 168.00

AutoCAD SHX Text 169.00

AutoCAD SHX Text 170.00

AutoCAD SHX Text 171.00

AutoCAD SHX Text 172.00

AutoCAD SHX Text 166.00

AutoCAD SHX Text

C.L. PR-10

AutoCAD SHX Text

EL.=166.86

AutoCAD SHX Text

CONSTR. JOINT OF 1ST PHASE (SEE KEY DET. 1 ON SHEET BR-1.11)

AutoCAD SHX Text

TEMP. BARRIER TO BE REMOVED AFTER COMPLETION OF 2ND PHASE

AutoCAD SHX Text

CONSTR. JOINT OF 1ST PHASE (SEE KEY DET. 1 ON SHEET BR-1.11)

AutoCAD SHX Text C.L.

AutoCAD SHX Text

COL. NO.4

AutoCAD SHX Text C.L.

AutoCAD SHX Text C.L.

AutoCAD SHX Text

COL. NO.3

AutoCAD SHX Text C.L.

AutoCAD SHX Text

COL. NO.2

AutoCAD SHX Text

COL. NO.1

AutoCAD SHX Text C.L.

AutoCAD SHX Text

COL. NO.3

AutoCAD SHX Text

1.52 M. DIAM. DRILLED SHAFT WITH PERMANENT STEEL CASING

AutoCAD SHX Text

TIP ELEV. = R

AutoCAD SHX Text

TIP ELEV. = R

AutoCAD SHX Text

TIP ELEV. = R

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TIP ELEV. = R

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TIP ELEV. = R

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TOP OF DRILLED SHAFT TOP OF PERMANENT STEEL CASING EL.=Q

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PIER NO.2 ELEVATION

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SCALE: 1: 40

AutoCAD SHX Text A

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BR-1.24

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BR-1.24

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EL.=168.68

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1.52 M. DIAM. DRILLED SHAFT WITH PERMANENT STEEL CASING

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TOP OF DRILLED SHAFT TOP OF PERMANENT STEEL CASING EL.=Q

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1.52 M. DIAM. DRILLED SHAFT WITH PERMANENT STEEL CASING

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TOP OF DRILLED SHAFT TOP OF PERMANENT STEEL CASING EL.=Q

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1.52 M. DIAM. DRILLED SHAFT WITH PERMANENT STEEL CASING

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TOP OF DRILLED SHAFT TOP OF PERMANENT STEEL CASING EL.=Q

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1.52 M. DIAM. DRILLED SHAFT WITH PERMANENT STEEL CASING

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TOP OF DRILLED SHAFT TOP OF PERMANENT STEEL CASING EL.=Q

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EL.=P

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CHANNEL FINAL GRADE

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1.52 M. DIAM. PERMANENT STEEL CASING (LENGTH = 12.19 M.)

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1.52 M. DIAM. PERMANENT STEEL CASING (LENGTH = 12.19 M.)

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1.52 M. DIAM. PERMANENT STEEL CASING (LENGTH = 12.19 M.)

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1.52 M. DIAM. PERMANENT STEEL CASING (LENGTH = 12.19 M.)

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1.52 M. DIAM. PERMANENT STEEL CASING (LENGTH = 12.19 M.)

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10" PVC PIPE CONNECTTO SEDIMENT TRAP (SEE DET. ON SHEET BR-1.37)

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2%%% SLOPE

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DECK SLAB (TYP.) SEE DETAIL BR-1.36

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DECK SLAB (TYP.) SEE DETAIL ON SHEET BR-1.36

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10" PVC PIPE CONNECTTO SEDIMENT TRAP (SEE DET. ON SHEET BR-1.37)

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S.S. STEEL STRAP (SEE DET. ON SHEET BR-1.37)

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CO.

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CO.

AutoCAD SHX Text 0.60

AutoCAD SHX Text 0.60

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S.S. STEEL STRAP (SEE DET. ON SHEET BR-1.37)

AutoCAD SHX Text 0.60

AutoCAD SHX Text 0.60

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EL.=168.93

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WORK

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TRACED

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DESIGN

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CHECK

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DRAWING

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BY

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DATE

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FINAL CHECK

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J.O. VIIRELLA SANCHEZ

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J.O. VIIRELLA SANCHEZ

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J.O. VIIRELLA SANCHEZ

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J.O. VIIRELLA SANCHEZ

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J.C. VIRELLA

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WORK

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TRACED

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DESIGN

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CHECK

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DRAWING

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BY

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DATE

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FINAL CHECK

AutoCAD SHX Text Drawing Name: V:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.24 - Pier No.2.dwg Last Modified: 6/22/2021 6:16:22 PMV:\VCA Projects\Projects 2020\Landslide PR-10 100% Final Drawings\Draws 100% May-2020\Final Derivelable QAQC 4-22-2021\PS3\Bridge No.1\BR-1.24 - Pier No.2.dwg Last Modified: 6/22/2021 6:16:22 PM Last Modified: 6/22/2021 6:16:22 PM6/22/2021 6:16:22 PM

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J.C. VIRELLA

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SCALE:

SECTION

SECTION

SECTION

New CAP Reinf. May 2020

PIER NO.2 STRUCTURAL DETAILS (1 OF 3)

BRIDGE NO.1 - ER-HWY-14

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N S

PR-10 UTUADO P.R.

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

DATE

PR-10 UTUADO P.R. 2020

ER-9999(408) AC-828579

R289999579

LANDSLIDE REPAIR PR-10

FROM KM. 41.6 TO 47.5

UTUADO, PUERTO RICO

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

BR

1.25

AS SHOWN

AutoCAD SHX Text C.L. G-15C

AutoCAD SHX Text C.L. G-15B

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C.L. PR-10

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6-PB930

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TOP ELEV.=Q

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CHANNEL FINAL GRADE

AutoCAD…

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