San_Antonio_Drawings.PDF

PDF 3 MB Posted

Attached to
Rio San Antonio Bridge Construction
Solicitation number
AG-83A7-S-13-0017
Issued by

About this file

Drawings

View the file

Other files

File Type Posted
CONSTRUCTION_RFP_FY13.MOD_1.doc DOC document
San_Antonio_Bridge_PreBid_Meeting_Questions Respones.docx DOCX document
CONSTRUCTION_RFP_FY13.doc DOC document
SF_25-96 1 .pdf PDF
RSA_Bridge-FSSS.docx DOCX document
SF_24-98 1 .pdf PDF
SF_25A-98 1 .pdf PDF
wagerates.mht MHT file

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX

PROJECT LOCATION

SHEET 1 COVER

SHEET 2 TYPICAL SECTIONS AND ESTIMATED QUANTITIES

SHEET 3 ROAD PLAN AND PROFILE

SHEET 4 STREAM PLAN & PROFILE

SHEET 5 BRIDGE PROFILE

SHEET 6 STREAM DIVERSION AND DEWATERING PLAN

SHEET 7 FOUNDATION SITE PLAN

SHEET 8 ABUTMENT PLAN AND ELEVATION

SHEET 9 15° WINGWALL DETAILS

SHEET 10 60° WINGWALL DETAILS

SHEET 11 ABUTMENT DETAILS

SHEET 12 SUPERSTRUCTURE PLAN AND DETAILS

SHEET 13 SUPERSTRUCTURE DETAILS

SHEETS 14 - 15 ROADWAY CROSS-SECTIONS

SHEETS 16 - 17 CHANNEL CROSS-SECTIONS

MARCH 29, 2012

1-11196

RIO SAN ANTONIO BRIDGE

ROAD NO. 87 - M.P. 8.3

CONSTRUCTION PLANS FOR

SECTION 6, TOWNSHIP 30 NORTH, AND RANGE 8 EAST

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION THREE

CARSON NATIONAL FOREST

TRES PIEDRAS RANGER DISTRICT

RIO ARRIBA COUNTY, NEW MEXICO

PLANS PREPARED BY:

JONATHAN WEAVER, E.I.

KARL YAKAWICH, P.E.

QA/QC BY:

WILLIAM B. LLOYD, P.E.

R

IO

S A

N A

N T

O N

IO

DATE

DATE

DATE

-WASTE SITE

APPROVED:

RECOMMENDED:

APPROVED:

THIS PROJECT

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

Farmington

Taos

Santa Fe

Albuquerque Tucumcari

Clayton

Ruidoso

Roswell

Deming Lordsburg

Silver City

Las Cruces Carlsbad

Hobbs

Gallup

Raton

Clovis Socorro

A R

IZ

O

N A

COLORADO

T E

X A

S

TEXAS

MEXICO

PROJECT LOCATION

88A

78A

RIO SAN ANTONIO BRIDGE

TYPICAL SECTIONS AND ESTIMATED QUANTITIES

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

2 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

SPECIFICATIONS:

DESIGN SPECIFICATION:

HYDROLOGY & HYDRAULICS:

PERMITTING REQUIREMENTS:

DISPOSAL:

CLEARING AND GRUBBING:

CONCRETE FOR ABUTMENTS, WINGWALLS, AND CURBS :

PRESTRESSED CONCRETE:

REINFORCING STEEL:

PRESTRESSING STEEL:

PRESTRESSED CONCRETE MEMBERS:

FINISHING CONCRETE MEMBERS:

FABRICATION, TRANSPORT, AND INSTALLATION OF PRESTRESSED CONCRETE BEAMS:

PAINTING OF WELD TIE CONNECTIONS AND GUARD ANGLES:

HARDWARE AND STRUCTURAL STEEL:

BEARING PADS:

EVAZOTE JOINT MATERIAL:

PRECAST PRESTRESSED CONCRETE SUPERSTRUCTURE ALTERNATIVES:

ITEM NO. DESCRIPTION

METHOD OF

MEASUREMENT

UNIT QUANTITY

15101 MOBILIZATION LSQ LS 1

15221 CONSTRUCTION SURVEY AND STAKING LSQ LS 1

15713 SOIL EROSION AND POLLUTION CONTROL LSQ LS 1

15722 DEWATERING AND STREAM DIVERSION LSQ LS 1

20411 EMBANKMENT CONSTRUCTION CQ CY 425

20806 STRUCTURE EXCAVATION LSQ LS 1

20807 FOUNDATION FILL CQ CY 140

25101 PLACED RIPRAP, CLASS 6 CQ CY 120

30111 AGGREGATE SURFACE COURSE CQ CY 80

55301

PRESTRESSED CONCRETE STRUCTURAL MEMBER,

DOUBLE TEE BEAMS WITH CURBS

LSQ LS 1

55304

PRECAST CONCRETE MEMBER, VERTICAL ABUTMENTS

AND WINGWALLS

LSQ LS 1

62201 HYDRAULIC EXCAVATOR WITH THUMB AQ HR 16

62501 SEEDING, DRY METHOD CQ ACRE 0

63305 POSTS, STEEL CQ LF 36

63306 OBJECT MARKERS, TYPE 3 CQ EA 4

64808 CHANNEL EMBANKMENT CQ CY 270

64809 STABILIZED BANK CQ CY 135

PHOTO OF EXISTING CULVERT CROSSING

*INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP100 2,132,569.13 1,676,382.14 8,825.61 REBAR W/ ALUM. CAP

CP101 2,133,168.04 1,676,822.08 8,826.85 REBAR W/ ALUM. CAP

CP102 2,132,373.33 1,676,500.04 8,825.74 REBAR W/ ALUM. CAP

RIO SAN ANTONIO BRIDGE

ROAD PLAN AND PROFILE

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

3 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ROAD NO. 87

RIO

S

AN A

NTONIO

STREAM PLAN & PROFILE

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

4 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ROAD NO. 87

RIO SAN ANTONIO

DESCRIPTION NORTHING EASTING ELEVATION

STA. 54+28.00 BEGIN CHANNEL WORK 2,132,533.74 1,676,548.47 8,809.14

STA. 54+40.00 2,132,545.35 1,676,545.42 8,809.24

STA. 54+60.00 2,132,564.69 1,676,540.34 8,809.42

STA. 54+80.00 2,132,584.04 1,676,535.25 8,809.60

STA. 55+00.00 2,132,603.38 1,676,530.17 8,809.78

STA. 55+20.00 2,132,622.72 1,676,525.09 8,809.95

STA. 55+40.00 2,132,642.07 1,676,520.01 8,810.13

STA. 55+60.00 2,132,661.41 1,676,514.93 8,810.31

STA. 55+80.00 2,132,680.75 1,676,509.84 8,810.48

STA. 55+88.00 END CHANNEL WORK 2,132,688.41 1,676,507.53 8,810.55

SYMBOL NAME / BID ITEM QUANTITY MATERIAL

SPECIFICATION

NOTES

STRUCTURE EXCAVATION

(ITEM 20806) 800 CY N/A

SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE UTILIZED FOR ROADWAY

EMBANKMENT OR STRUCTURAL BACKFILL. UNSUITABLE MATERIAL SHALL BE DISPOSED

OF AT GOVERNMENT FURNISHED WASTE SITE.

ROADWAY EMBANKMENT

(ITEM 20411) 425 CY 704.06

CONTRACTOR MAY USE SUITABLE (i.e. MEETING SPECIFICATIONS) ONSITE MATERIAL

FROM STRUCTURE EXCAVATION AND/OR ROADWAY EXCAVATION FOR EMBANKMENT

CONSTRUCTION. ALL EMBANKMENT MATERIAL MUST BE APPROVED BY THE C.O.

BEFORE PLACEMENT. ADDITIONAL EMBANKMENT SHALL BE CONTRACTOR FURNISHED.

STRUCTURAL BACKFILL

(ITEM 20806) 485 CY 704.04

CONTRACTOR MAY USE SUITABLE (i.e. MEETING SPECIFICATIONS) ONSITE MATERIAL

FROM STRUCTURE EXCAVATION AND/OR ROADWAY EXCAVATION FOR STRUCTURAL

BACKFILL. ALL BACKFILL MATERIAL MUST BE APPROVED BY THE C.O. BEFORE

PLACEMENT. ADDITIONAL STRUCTURAL BACKFILL SHALL BE CONTRACTOR FURNISHED.

FOUNDATION FILL

(ITEM 20807) 140 CY 704.01 CONTRACTOR FURNISHED.

CLASS 6 RIPRAP

(ITEM 25101) 120 CY 705.02 CONTRACTOR FURNISHED.

CHANNEL EMBANKMENT /

STREAMBED SIMULATION,

BED CLASS 4 (ITEM 64808)

270 CY 705.07 CONTRACTOR FURNISHED.

STABILIZED BANK

(ITEM 64809) 135 CY 705.02

CONTRACTOR FURNISHED RIPRAP AND 6" MINUS EXCESS EXCAVATION MATERIAL

MIXED PER DETAIL B/4.

RIO SAN ANTONIO BRIDGE

BRIDGE PROFILE

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

5 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

STREAM DIVERSION AND DEWATERING PLAN

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

6 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ROAD NO. 87

RIO SAN ANTONIO

FOUNDATION SITE PLAN

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

7 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

RIO

S

AN A

NTO

NIO

ROAD NO. 87

POINT NORTHING EASTING ELEVATION DESCRIPTION

2000 2,132,592.15 1,676,486.65 8,806.63 BOTTOM OF WINGWALL FTG.

2001 2,132,599.65 1,676,486.69 8,806.63 BOTTOM OF WINGWALL FTG.

2002 2,132,597.34 1,676,498.44 8,806.63 BOTTOM OF ABUTMENT FTG.

2003 2,132,580.26 1,676,508.19 8,806.63 BOTTOM OF ABUTMENT FTG.

2004 2,132,569.68 1,676,513.05 8,806.63 BOTTOM OF WINGWALL FTG.

2005 2,132,567.78 1,676,505.80 8,806.63 BOTTOM OF WINGWALL FTG.

2006 2,132,661.45 1,676,524.84 8,806.63 BOTTOM OF WINGWALL FTG.

2007 2,132,663.36 1,676,532.09 8,806.63 BOTTOM OF WINGWALL FTG.

2008 2,132,650.88 1,676,529.70 8,806.63 BOTTOM OF ABUTMENT FTG.

2009 2,132,633.80 1,676,539.45 8,806.63 BOTTOM OF ABUTMENT FTG.

2010 2,132,631.49 1,676,551.21 8,806.63 BOTTOM OF WINGWALL FTG.

2011 2,132,638.99 1,676,551.24 8,806.63 BOTTOM OF WINGWALL FTG.

2012 2132588.799 1676503.316 8,806.63 CL BEARING,

BOTTOM OF ABUTMENT FTG.

2013 2132642.34 1676534.578 8,806.63 CL BEARING,

BOTTOM OF ABUTMENT FTG.

PT. # 2000

PT. # 2001

PT. # 2002

PT. # 2005

PT. # 2004

PT. # 2003

PT. # 2011

PT. #

PT. # 2009

PT. # 2008

PT. # 2006

PT. # 2007

PT. # 2013

PT. # 2012

ABUTMENT PLAN AND ELEVATION

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

8 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

15° WINGWALL DETAILS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

9 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

60° WINGWALL DETAILS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

10 OF 17JW/KY

JW

KY

WL

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

ABUTMENT DETAILS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

11 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ABUTMENT FILL FACE

WINGWALL FILL FACE

ABUTMENT

FILL FACE

SUPERSTRUCTURE PLAN AND DETAILS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

12 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

PRESTRESSED CONCRETE BEAM DESIGN:

DESIGN NOTES AS FOLLOWS:

CURB NOTES:

SUPERSTRUCTURE DETAILS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

13 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

ROADWAY CROSS-SECTIONS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

14 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

ROADWAY CROSS-SECTIONS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

15 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

POINT NORTHING EASTING ELEVATION

STA. 3+02.86 BEGIN ROADWORK 2,132,484.67 1,676,442.52 8,822.92

STA. 3+20.00 2,132,499.48 1,676,451.16 8,822.12

STA. 3+40.00 2,132,516.75 1,676,461.25 8,821.40

STA. 3+70.00 2,132,542.65 1,676,476.37 8,820.78

STA. 4+00.00 2,132,568.56 1,676,491.50 8,820.70

STA. 4+23.43 CL BEARING 2,132,588.80 1,676,503.31 8,821.00

STA. 4+85.43 CL BEARING 2,132,642.34 1,676,534.58 8,821.00

STA. 5+20.00 2,132,672.19 1,676,552.01 8,820.32

STA. 5+40.00 2,132,689.46 1,676,562.09 8,819.92

STA. 5+60.00 2,132,706.73 1,676,572.18 8,819.52

STA. 5+80.00 2,132,724.01 1,676,582.26 8,819.12

STA. 6+00.00 2,132,741.28 1,676,592.34 8,818.72

STA. 6+20.00 2,132,758.55 1,676,602.43 8,818.34

STA. 6+40.00 2,132,775.82 1,676,612.51 8,818.08

STA. 6+60.00 END ROADWORK 2,132,793.09 1,676,622.60 8,817.95

CHANNEL CROSS-SECTIONS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

16 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

CHANNEL CROSS-SECTIONS

ROAD NO. 87 - M.P. 8.3

CARSON NATIONAL FOREST

1-11196 MARCH 29, 2012

SHEET NO.

17 OF 17JW/KY

JW

KY

WL

REGION THREE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

File details come from the government source that posted it. Updated .