Att 3 - Final Signed Plans - 23R0004.pdf

PDF 6 MB Posted Feb 3, 2023

Attached to: US Forest Service. Construction for Bridge Replacement, Middle Fork Parker Creek Bridge, Modoc National Forest
Solicitation number: 127EAW23R0004
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This is a Request for Proposal from the US Forest Service for construction services to replace the Middle Fork Parker Creek Bridge located on the Modoc National Forest in California. The project budget is between $500,000 and $1,000,000. Proposals are due no later than March 7, 2023 by 3:00pm Pacific Time. The RFP includes four attachments that provide instructions for submitting price and technical proposals as well as information on an optional site visit. The work is set aside for small businesses to respond.

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Other files

File	Type	Posted
SF 30 - Amendment 4 - 127EAW23R0004 - Bridge Modoc.pdf.pdf	PDF	May 5, 2023
SF 30 - Amendment 3 - 127EAW23R0004 - Bridge Modoc.pdf.pdf	PDF	Apr 17, 2023
SF 30 - Amendment 2 - 127EAW23R0004 - Bridge Modoc.pdf	PDF	Mar 21, 2023
Attachment 5 - Middle Parker Boring Logs. A1 127EAW23R0004.pdf	PDF	Feb 27, 2023
RFP Replacement Pages - A1 127EAW23R0004.pdf	PDF	Feb 27, 2023
Attachment 7 - Middle Fork Parker Ck bridge drawings A1 127EAW23R0004.pdf	PDF	Feb 27, 2023
SF 30 - Amendment 1 - 127EAW23R0004 - Bridge Modoc.pdf	PDF	Feb 27, 2023
Attachment 6 - Potential Seed Mix List Modoc NF A1 127EAW23R0004.xlsx	XLSX spreadsheet	Feb 27, 2023
Att 1 - Forest Service Supplemental Specifications (FSSS) - 23R0004.docx	DOCX document	Feb 3, 2023
Att 4 - WD General Decision Number CA20230007 - 23R0004.pdf	PDF	Feb 3, 2023
FS RFP 127EAW23R0004 - Bridge Middle Fork Creek.pdf	PDF	Feb 3, 2023
Att 2 - Middle Fork Parker Creek Bridge _Map - 23R0004.pdf	PDF	Feb 3, 2023

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FOREST SUPERVISOR

REVIEWED

DESIGNER

E.R / C.O.R.

DATE

MODOC NATIONAL FOREST

PRIVATE LAND WITHIN N.F.

U.S. HIGHWAY

STATE HIGHWAY

COUNTY ROAD

FOREST ROAD

PRIMARY PAVED ROAD/ROUTE

FOREST PAVED ROAD

NATIVE SURFACE ROAD

NATIONAL FOREST BOUNDARY

FOREST ENGINEER

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE-REGION FIVE

MODOC NATIONAL FOREST

M O

D O

C N

A T

A L F

O R

E S

T H

T R

E E

L T

U R

A S

P h o n e

LOCATION MAP

INDEX TO SHEETS

NO. DESCRIPTION

W A

R N

O U

N T

A I N

A N

G E

I S

T R

I C

HWY

ROAD

NOT TO SCALE

LEGEND

COUNTY LINE

DATE

APPROVAL

DATE

DISTRICT RANGER DATE

M O

D O

A T

I O

N A

O R

E S

M I D

D L

K E

R E

O A

R I D

G E

TITLE SHEET

P R

O J E

C T

MIDDLE PARKER CREEK

ROAD BRIDGE

PROJECT

MIDDLE PARKER

CREEK ROAD

BRIDGE

PROJECT

NTS

PROJECT SITE

ABBREVIATIONS

BB BEGIN BRIDGE

BTM BOTTOM

CONC CONCRETE

DIA DIAMETER

EB END BRIDGE

ELEV ELEVATION

EXIST EXISTING

FG FINISHED GROUND

FTG FOOTING

LOL LAYOUT LINE

MIN MINIMUM

OG ORIGINAL GROUND

L PLATE

REINF REINFORCED

REQ'D REQUIRED

STA STATION

TYP TYPICAL

WW WINGWALL

1. TITLE SHEET

2. GENERAL PLAN

3. LAYOUT AND ROAD SECTIONS

4. FOUNDATION PLAN AND GENERAL NOTES

5. ABUTMENT LAYOUT AND DETAILS

6. PANEL DETAILS No. 1

7. PANEL DETAILS No. 2

8. RAILING DETAILS

9. APPROACH RAIL DETAILS

10. OBJECT MARKER

DIRECTOR OF ENGINEERING

DATE

DRAWING NUMBER R-1687

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Drawn By

AutoCAD SHX Text Date

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text Project

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text

J. SNYDER 4-8-87

AutoCAD SHX Text Project

AutoCAD SHX Text

FOREST

AutoCAD SHX Text Title

AutoCAD SHX Text

AutoCAD SHX Text District

AutoCAD SHX Text

P. ZHAO

AutoCAD SHX Text 04/19/2022

AutoCAD SHX Text

NONE

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 12/31/2022

AutoCAD SHX Text 91728

AutoCAD SHX Text

ERIC VIBAR MONZON

darrellpereira Text Box N/A

MGE ENGINEERING INC.

7415 GREENHAVEN DRIVE, SUITE 100

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text 10+50

AutoCAD SHX Text 11+001+00+00

AutoCAD SHX Text S 33 28'06.69" W 33°28'06.69" W

AutoCAD SHX Text

PT 09+75.00

AutoCAD SHX Text BB 10+00.00 Elev 5669.02

AutoCAD SHX Text EB 10+76.00 Elev 5669.60

AutoCAD SHX Text

PC 11+01.00

AutoCAD SHX Text L Bridge & Road

AutoCAD SHX Text C

AutoCAD SHX Text Limit of Asphalt pavement

AutoCAD SHX Text

MIDDLE PARKER CREEK

AutoCAD SHX Text 10+00

AutoCAD SHX Text C Brg Abut 1 Sta 10+02.25

AutoCAD SHX Text L

AutoCAD SHX Text C Brg Abut 2 Sta 10+73.75

AutoCAD SHX Text L

AutoCAD SHX Text Temporary bridge to be removed and salvaged

AutoCAD SHX Text 09+50 Conform to Exist

AutoCAD SHX Text 09+509+50+50500

AutoCAD SHX Text Exist Rip-Rap to be removed and relocated to new abutment

AutoCAD SHX Text 11+26 Conform to Exist

AutoCAD SHX Text

PC 09+60.81

AutoCAD SHX Text Relocated Rip-Rap, Typ

AutoCAD SHX Text Top of slope, Typ

AutoCAD SHX Text Wing B

AutoCAD SHX Text Wing A

AutoCAD SHX Text Wing D

AutoCAD SHX Text Wing C

AutoCAD SHX Text See "Construction Date Detail" on Sheet 5

AutoCAD SHX Text L Bridge & Road

AutoCAD SHX Text C

AutoCAD SHX Text Typ

AutoCAD SHX Text 2'-6" x 4'-0" Precast prestressed voided concrete slab unit, Typ

AutoCAD SHX Text HSS 4x4x x4x 14Rails, Typ

AutoCAD SHX Text W6x25, Typ

AutoCAD SHX Text Asphalt wearing surface

AutoCAD SHX Text 10+00

AutoCAD SHX Text 10+50

AutoCAD SHX Text 11+00

AutoCAD SHX Text Datum Elev 5645

AutoCAD SHX Text 09+50

AutoCAD SHX Text Q Elev 5659.00100 Elev 5659.00

AutoCAD SHX Text OG, Typ

AutoCAD SHX Text FG, Typ

AutoCAD SHX Text

AutoCAD SHX Text Elev 5655

AutoCAD SHX Text Abut 1

AutoCAD SHX Text Abut 2

AutoCAD SHX Text Asphalt pavement length

AutoCAD SHX Text Elev 5655

AutoCAD SHX Text C

AutoCAD SHX Text 0.74%

AutoCAD SHX Text 09+50.00 Elev 5668.64

AutoCAD SHX Text 11+26.00 Elev 5669.97

AutoCAD SHX Text

%%U CURVE DATA

AutoCAD SHX Text R = 50' 0' ' Δ = 16 15'22" 16 15'22" °15'22" '22" 22" " T = 7.14' 7.14' .14' 14' ' L = 14.19'14.19'.19'9''

AutoCAD SHX Text

%%U TYPICAL SECTION

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

%%U PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

%%U ELEVATION

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

%%U PROFILE GRADE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

GENERAL PLAN

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

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REVISION MARK

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REGIONAL ENGINEER

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RECOMMENDED:

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APPROVED:

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STAFF ENGINEER TRANSPORTATION STRUCTURES

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DRAWN

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CHECKED

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DESIGNED

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STATE

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FOREST

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SCALE:

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DRAWING NUMBER

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BRIDGE SHEET

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SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text

%%U ESTIMATED BRIDGE QUANTITIES

AutoCAD SHX Text

ITEM NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text 15101 *20305 20402 20403 20420 20801 20803 25101 30103 40301 55201 55301 55401 55601 56401 401 01 60505 61701 61702 63306

AutoCAD SHX Text Mobilization Removal of Structures and Obstructions Subexcavation Unclassified Borrow Embankment Construction Structural Excavation Structural Backfill Placed Riprap, Method A Aggregate Base, Grading E Asphalt Concrete Pavement, Type 1 Structural Concrete, Class A (AE) Precast Pressstressed Concrete Structural Members 2'-6"x4'-0"x76'-0" Voided Slabs Reinforcing Steel Steel Bridge Railing Elastomeric Bearing Device Geocomposite Sheet Drain System Bridge Approach Rail System G4, Type II, Class B Terminal Section Type G4-CRT with Concrete Anchor Object Markers, Type 3

AutoCAD SHX Text Lump Sum 1 Lump Sum 35 C.Y. 212 C.Y. 256 C.Y. 188 C.Y. 104 C.Y. 1 Lump Sum 30 C.Y. 60 TON 77 C.Y. 4 EA. 7000 Lb 152 L.F. 16 EA. 34 S.Y. 100 L.F. 4 EA. 4 EA.

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

AutoCAD SHX Text

PING ZHAO

L MIDDLE PARKER CREEK ROAD = "M" LINE

M I D

D L

K E

C R

E E

TEMPORARY BRIDGE TO BE

REMOVED AND SALVAGED

"M" LINE STA 11+26.00

END PROJECT

CONFORM TO EXISTING

"M" LINE STA 9+50.00

BEGIN PROJECT

CONFORM TO EXISTING

10+00 11+00

LINE TABLE: "M" LINE

LINE #

LENGTH

35.81

126.00

DIRECTION

S17° 12' 46.29"W

S33° 28' 06.69"W

START POINT

(2384415.60,15067770.10)

(2384398.95,15067723.11)

END POINT

(2384405.00,15067735.89)

(2384329.47,15067618.01)

CURVE TABLE: "M" LINE

CURVE #

RADIUS

50.00

LENGTH

14.19

49.00

DELTA

16°15'22"

56°09'00"

CHORD DIRECTION

S25° 20' 25.91"W

S61° 32' 36.44"W

START POINT

(2384405.00,15067735.89)

(2384329.47,15067618.01)

END POINT

(2384398.95,15067723.11)

(2384288.09,15067595.58)

MIDDLE PARKER CREEK ROAD

STA 9+50 TO STA 9+73

STA 11+03 TO STA 11+26

E P

NOT TO SCALE

L "M" LINE

E P

FILL, TYP

6" AC

6" CLASS 2 AB

L "M" LINE

E P

FILL, TYP

6" AC

6" CLASS 2 AB

E P

MIDDLE PARKER CREEK ROAD ROAD

STA 9+73 TO STA 10+00

STA 10+76 TO STA 11+03

NOT TO SCALE

MGE ENGINEERING INC.

7415 GREENHAVEN DRIVE, SUITE 100

Sacramento, California 95831

916.421.1000

CONSTRUCT NEW BRIDGE

(SEE BRIDGE PLANS)

BB STA 10+00

EB STA 10+76

LEGEND

LIMITS OF GRADING

AutoCAD SHX Text

LAYOUT AND ROAD SECTIONS

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text

%%U LAYOUT

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text

FOUNDATION PLAN AND GENERAL NOTES

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STATE

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FOREST

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SCALE:

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DRAWING NUMBER

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text Indicates bottom of footing elevation

AutoCAD SHX Text

XXX.XX

AutoCAD SHX Text

%%U FOUNDATION PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text Indicates direction of flow

AutoCAD SHX Text

MIDDLE PARKER CREEK

AutoCAD SHX Text 10+50

AutoCAD SHX Text 10+00000

AutoCAD SHX Text 9+50+50500

AutoCAD SHX Text 11+001+00+00000

AutoCAD SHX Text

%%UHYDROLOGY AND HYDRAULICS

AutoCAD SHX Text Mannings coefficient n = 0.063 = 0.063 Drainage area = 4.5 sq. mi. = 4.5 sq. mi. Stream slope = 1.6% = 1.6% Precipitation, P = 32 in. per year = 32 in. per year Q = 2134 cfs 100= 2134 cfs El. = 5,659.0 = 5,659.0 Velocity = 8.06 fps= 8.06 fps

AutoCAD SHX Text

%%UDESIGN NOTES:

AutoCAD SHX Text DESIGN: AASHTO LRFD Bridge Design Specifications, Eighth Edition. AASHTO LRFD Bridge Design Specifications, Eighth Edition. CONSTRUCTION: Standard Specifications for Construction of Road and Bridges on Standard Specifications for Construction of Road and Bridges on Federal Highway Projects. FP-14, U.S. Customary Units, with Forest Service Supplemental Specifications. PRESTRESS MEMBERS: Lifting devices shall be located at the ends of the units and are the responsibility of the of the contractor. CAST-IN-PLACE REINFORCED CONCRETE: Structural concrete, Class A (AE) f ' = 4500 psi, Min f ' = 4500 psi, Min c' = 4500 psi, Min Reinforcing steel, ASTM A615 f = 60 ksi f = 60 ksi y = 60 ksi PRECAST PRESTRESSED VOIDED CONCRETE SLAB: "See Prestressing Notes" on sheet 6. ELASTOMERIC BEARING PADS: Bearing pads shall have a Durometer hardness of 60. AASHTO Design Method A, Grade 3. Dead Loads: Concrete = 150 pcf = 150 pcf Steel = 490 pcf = 490 pcf Wood = 50 pcf = 50 pcf Asphalt wearing surface = 25 psf = 25 psf Earth pressure = 31 pcf = 31 pcf Live Load: AASHTO HL-93 AASHTO HL-93 Snow Load: 140 psf (per county BLDG code) 140 psf (per county BLDG code) Snow Load and live load not combined Seismic: Acceleration = 0.28g = 0.28g Site Calss = C = C Seismic Zone = 3= 3

AutoCAD SHX Text 5655.00

AutoCAD SHX Text C Ftg Abut 1 Sta 10+01.50

AutoCAD SHX Text L

AutoCAD SHX Text C Ftg Abut 2 Sta 10+74.50

AutoCAD SHX Text L

AutoCAD SHX Text S 33 28'06.69" W 33°28'06.69" W

AutoCAD SHX Text Abut 1

AutoCAD SHX Text Support Location

AutoCAD SHX Text

FOUNDATION DESIGN DATA

AutoCAD SHX Text Finished Grade Elevation (ft)

AutoCAD SHX Text 5669.02

AutoCAD SHX Text Bottom of Footing Elevation (ft)

AutoCAD SHX Text 5655.00

AutoCAD SHX Text 8.5

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text Footing Size (ft)

AutoCAD SHX Text Permissible Settlement under Service Load (in)

AutoCAD SHX Text

AutoCAD SHX Text 5669.60

AutoCAD SHX Text

AutoCAD SHX Text Abut 2

AutoCAD SHX Text 5655.00

AutoCAD SHX Text 8.5

AutoCAD SHX Text

AutoCAD SHX Text Abut 1

AutoCAD SHX Text Support Location

AutoCAD SHX Text

LRFD SERVICE - I LIMIT STATE LOADS FOR CONTROLLING LOAD COMBINATION

AutoCAD SHX Text P Total(kips) Net

AutoCAD SHX Text

AutoCAD SHX Text Abut 2

AutoCAD SHX Text M x(kip-ft)

AutoCAD SHX Text

AutoCAD SHX Text M y(kip-ft)

AutoCAD SHX Text n/a

AutoCAD SHX Text V x(kips)

AutoCAD SHX Text n/a

AutoCAD SHX Text V y(kips)

AutoCAD SHX Text

AutoCAD SHX Text P Perm(kips) Net

AutoCAD SHX Text

AutoCAD SHX Text M x(kip-ft)

AutoCAD SHX Text

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AutoCAD SHX Text n/a

AutoCAD SHX Text V x(kips)

AutoCAD SHX Text n/a

AutoCAD SHX Text V y(kips)

AutoCAD SHX Text

AutoCAD SHX Text Total Load

AutoCAD SHX Text Permanent Load

AutoCAD SHX Text Abut 1

AutoCAD SHX Text Support Location

AutoCAD SHX Text

LRFD STRENGTH AND EXTREME EVENT LOADS FOR CONTROLLING LOAD COMBINATIONS

AutoCAD SHX Text P Total(kips) Net

AutoCAD SHX Text

AutoCAD SHX Text Abut 2

AutoCAD SHX Text M x(kip-ft)

AutoCAD SHX Text

AutoCAD SHX Text M y(kip-ft)

AutoCAD SHX Text n/a

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AutoCAD SHX Text n/a

AutoCAD SHX Text V y(kips)

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AutoCAD SHX Text P Total(kips) Net

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AutoCAD SHX Text M x(kip-ft)

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AutoCAD SHX Text n/a

AutoCAD SHX Text V x(kips)

AutoCAD SHX Text n/a

AutoCAD SHX Text V y(kips)

AutoCAD SHX Text

AutoCAD SHX Text Strength Limit State (Controlling Groups)

AutoCAD SHX Text Extreme Event Limit State (Controlling Groups)

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AutoCAD SHX Text n/a

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AutoCAD SHX Text n/a

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AutoCAD SHX Text Strength

AutoCAD SHX Text Load Combination

AutoCAD SHX Text Maximum Allowable (psf)

AutoCAD SHX Text 65,000

AutoCAD SHX Text Extreme

AutoCAD SHX Text 145,000

AutoCAD SHX Text Maximum Calculated (psf)

AutoCAD SHX Text 6,104

AutoCAD SHX Text 4,851

AutoCAD SHX Text

BEARING STRESSES

AutoCAD SHX Text

AutoCAD SHX Text STANDARD PLAN SHEET No.

AutoCAD SHX Text DETAIL No.

AutoCAD SHX Text

%%UREFERENCE CALTRANS STANDARD PLAN 2018

AutoCAD SHX Text

B0-13 BRIDGE DETAILSBRIDGE DETAILS

AutoCAD SHX Text

WW LOL N 78°28'07" E

AutoCAD SHX Text

WW LOL N 11°31'53" W

AutoCAD SHX Text

WW LOL S 11°31'53" E

AutoCAD SHX Text

WW LOL S 78°28'07" W

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text C Abut Brg

AutoCAD SHX Text Expanded polystyrene, same thickness as bearing, Typ

AutoCAD SHX Text Bearing pad, Typ

AutoCAD SHX Text Typ

AutoCAD SHX Text L

AutoCAD SHX Text C Ftg

AutoCAD SHX Text L

AutoCAD SHX Text C Bridge & Abutment

AutoCAD SHX Text L

AutoCAD SHX Text

%%U ABUTMENT 1 PLAN

AutoCAD SHX Text 3/8" = 1'-0'

AutoCAD SHX Text 9" x 9" x 1 ", 12", steel reinf elastomeric bearing pad, Tot 8

AutoCAD SHX Text C Bridge & Abutment

AutoCAD SHX Text L

AutoCAD SHX Text

%%U ABUTMENT 1 ELEVATION

AutoCAD SHX Text 3/8" = 1'-0'

AutoCAD SHX Text NOTE: Abutment 1 shown, Abutment 2 similiar.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text Elev 5659, Abut 1 59, Abut 1 , Abut 1 5660, Abut 2 0, Abut 2 , Abut 2

AutoCAD SHX Text Elev 5660, Abut 1 0, Abut 1 , Abut 1 5660, Abut 2 0, Abut 2 , Abut 2

AutoCAD SHX Text Elev 5655.00

AutoCAD SHX Text

%%U DEVELOPED WINGWALL ELEVATION

AutoCAD SHX Text 3/8" = 1'-0'

AutoCAD SHX Text C Bearing

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text #6 Tot 4, Outside face only

AutoCAD SHX Text #5

AutoCAD SHX Text

AutoCAD SHX Text #5 , Typ

AutoCAD SHX Text #5

AutoCAD SHX Text

AutoCAD SHX Text Typ

AutoCAD SHX Text 1/2" = 1'-0'

AutoCAD SHX Text

%%U SECTION D-D

AutoCAD SHX Text 1/2" = 1'-0'

AutoCAD SHX Text

%%U SECTION A-A

AutoCAD SHX Text Joint seal Type A, A, , MR = 3/4" *3/4" *" * *

AutoCAD SHX Text

BB/EB

AutoCAD SHX Text

DETAIL 1

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text C Bearing

AutoCAD SHX Text L

AutoCAD SHX Text

#8, TOT 5

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #6 @ 12

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #6 @ 12

AutoCAD SHX Text #6 @ 12, Typ

AutoCAD SHX Text #6 @ 12

AutoCAD SHX Text Typ

AutoCAD SHX Text #6 @ 12, Typ

AutoCAD SHX Text Elev 5655.00

AutoCAD SHX Text

AutoCAD SHX Text C Ftg

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text 1:1 1/2

AutoCAD SHX Text

AutoCAD SHX Text #5 Cont, Tot 6

AutoCAD SHX Text Const Jt

AutoCAD SHX Text #5 @ 18

AutoCAD SHX Text #5 @ 18, Typ

AutoCAD SHX Text #5 Tot 2

AutoCAD SHX Text #5 @ 12, Typ

AutoCAD SHX Text #5 Tot 2

AutoCAD SHX Text Const Jt

AutoCAD SHX Text #4 , 2 sets

AutoCAD SHX Text #4 Tot 4

AutoCAD SHX Text Top of backwall, match the road grading

AutoCAD SHX Text #5 , Typ

AutoCAD SHX Text #8

AutoCAD SHX Text 1/2" = 1'-0'

AutoCAD SHX Text

%%U SECTION B-B

AutoCAD SHX Text C Abut Brg

AutoCAD SHX Text L

AutoCAD SHX Text Const Jt

AutoCAD SHX Text Expanded polystyrene

AutoCAD SHX Text 1/2" Expansion

AutoCAD SHX Text joint filler

AutoCAD SHX Text #4, Typ

AutoCAD SHX Text #4 , Typ

AutoCAD SHX Text Typ

AutoCAD SHX Text 1/2" = 1'-0'

AutoCAD SHX Text

%%U SECTION C-C

AutoCAD SHX Text Wingwall Reinf, Typ

AutoCAD SHX Text Backwall wall Reinf, Typ

AutoCAD SHX Text Clr

AutoCAD SHX Text 6" sq Aluminum or galvanized steel wire " mesh hardware 14" mesh hardware cloth with 0.025" Min wire Dia

AutoCAD SHX Text 4" PerforatedPVC underdrain

AutoCAD SHX Text Geocomposite sheet drain

AutoCAD SHX Text -2% Slope

AutoCAD SHX Text #5 @ 18

AutoCAD SHX Text Note: * For joint seal, see"PANEL DETAILS No. 2" sheet..

AutoCAD SHX Text Const Jt

AutoCAD SHX Text 1/2" Expansion

AutoCAD SHX Text joint filler

AutoCAD SHX Text Abut seat

AutoCAD SHX Text Backwall

AutoCAD SHX Text NOTE: For dimension "a", AutoCAD SHX Text See Standard Plan B6-21

AutoCAD SHX Text 13-1

AutoCAD SHX Text B0-13

AutoCAD SHX Text 13-2

AutoCAD SHX Text B0-13

AutoCAD SHX Text 1 1/2" = 1'-0'

AutoCAD SHX Text

%%U DETAIL 1

AutoCAD SHX Text Expanded polystyrene, xpanded polystyrene, same thickness as Brg padBrg padrg pad

AutoCAD SHX Text 2 0 2 2

AutoCAD SHX Text Top of wing

AutoCAD SHX Text Not to scale

AutoCAD SHX Text

%%U CONSTRUCTION DATE DETAIL

AutoCAD SHX Text Near face

AutoCAD SHX Text Note: Bridge date shall be located on the wing "D" only. Bridge date shall be located on the wing "D" only. Date shall be actual year of construction of Bridge.

AutoCAD SHX Text Typ

AutoCAD SHX Text 3" = 1'-0'

AutoCAD SHX Text

%%U ELASTOMERIC BEARING PAD

AutoCAD SHX Text Internal elastomer layers of ", Typ12", Typ

AutoCAD SHX Text Top and bottom external elastomer layers of ", Typ14", Typ

AutoCAD SHX Text 14 Ga steel shim, Typ, 3 places

AutoCAD SHX Text 1 " "12"

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text

ABUTMENT LAYOUT AND DETAILS

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text

%%U PANEL PLAN

AutoCAD SHX Text 1/4" = 1'-0'

AutoCAD SHX Text 10+50

AutoCAD SHX Text Typ

AutoCAD SHX Text 10+00

AutoCAD SHX Text L

AutoCAD SHX Text See Note 1

AutoCAD SHX Text

1. Block out voids at location of rail post connections, see "Railing Details" sheet. Block out voids at location of rail post connections, see "Railing Details" sheet. 2. After tie rods are tensioned, grout keyways with non-shrink type grout with a After tie rods are tensioned, grout keyways with non-shrink type grout with a Min design strength of 5,000 psi. Fill top 1" with poured rubber joint sealer. Payment for grout and rubber joint sealer is included in pay item 55301.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text Typ

AutoCAD SHX Text 4 - 2'-6" x 4'-0" x 73'-10" Precast x 4'-0" x 73'-10" Precast 4'-0" x 73'-10" Precast x 73'-10" Precast 73'-10" Precast " Precast Precast prestressed voided concrete slab units

AutoCAD SHX Text S 33°28'06.69" W

AutoCAD SHX Text C Bridge

AutoCAD SHX Text L

AutoCAD SHX Text C Slab D

AutoCAD SHX Text L

AutoCAD SHX Text C Slab C

AutoCAD SHX Text L

AutoCAD SHX Text C Slab B

AutoCAD SHX Text L

AutoCAD SHX Text C Slab A

AutoCAD SHX Text Typ

AutoCAD SHX Text Finish: Tops - Float finish with coarse Tops - Float finish with coarse transverse broom texture Exteriors - Form Others - Form

AutoCAD SHX Text 1 1/2" = 1'-0'

AutoCAD SHX Text

%%U PANEL SECTION NEAR MIDSPAN

AutoCAD SHX Text Typ

AutoCAD SHX Text (Total 28 - 0.6"%%C strands)

AutoCAD SHX Text 9 Spaces @ 2"

AutoCAD SHX Text Symm about C panel

AutoCAD SHX Text L

AutoCAD SHX Text 1 1/2" = 1'-0'

AutoCAD SHX Text

%%U PANEL SECTION NEAR ABUTMENT

AutoCAD SHX Text (Total 28 - 0.6"%%C strands, 8 strands debonded)

AutoCAD SHX Text C PanelPanelanel

AutoCAD SHX Text L

AutoCAD SHX Text #5 Stirrup5 Stirrup Stirrup

AutoCAD SHX Text Clr

AutoCAD SHX Text #4 Cont, Tot 6, Typ

AutoCAD SHX Text C Voids

AutoCAD SHX Text L

AutoCAD SHX Text #5 Tie, Tot 4, Ea end, Typ

AutoCAD SHX Text 2'-2"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text C Voids

AutoCAD SHX Text L

AutoCAD SHX Text #4 Tot 2, Ea end

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 3'-7"

AutoCAD SHX Text Shear Key filling, see Note 2, Typ

AutoCAD SHX Text #4 Cont, Tot 6, Typ

AutoCAD SHX Text 34" Chamfer, Typ

AutoCAD SHX Text Continuously Bonded strand

AutoCAD SHX Text Debonded strand

AutoCAD SHX Text

%%ULEGEND:

AutoCAD SHX Text

%%U PARTIAL PANEL ELEVATION

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text

1. The jacking force, P , is the jacking force required at the point of control along The jacking force, P , is the jacking force required at the point of control along he jacking force, P , is the jacking force required at the point of control along P , is the jacking force required at the point of control along jack, is the jacking force required at the point of control along the span. The jacking force does not include any fabrication specific losses. The jacking force does not include any fabrication specific losses. he jacking force does not include any fabrication specific losses. 2. The maximum temporary tensile stress (jacking stress) in the prestressing steel The maximum temporary tensile stress (jacking stress) in the prestressing steel he maximum temporary tensile stress (jacking stress) in the prestressing steel shall not exceed 75% of the specified minimum ultimate tensile strength of the prestressing steel. 3. Voided slab concrete strength: Voided slab concrete strength: concrete strength: Class P concrete, f' = 5 ksi f' = 6 ksi f' = 5 ksi f' = 6 ksi ci = 5 ksi f' = 6 ksi 5 ksi f' = 6 ksi ksi f' = 6 ksi c = 6 ksi 6 ksi ksi f' is at time of initial stressing; f' is at 28 days ci is at time of initial stressing; f' is at 28 days c is at 28 days 4. Prestressing strand shall be 270 ksi low relaxation. Prestressing strand shall be 270 ksi low relaxation. restressing strand shall be 270 ksi low relaxation. low relaxation. 5. Debond 8 strands per slab. The debonded length is 10ft from each end. Debond 8 strands per slab. The debonded length is 10ft from each end. 6. For the prestressing there shall be a minimum of two hold down per slab. For the prestressing there shall be a minimum of two hold down per slab. or the prestressing there shall be a minimum of two hold down per slab. slab. . 7. Strands shall be placed as low as possible in the strand template and symmetrical Strands shall be placed as low as possible in the strand template and symmetrical trands shall be placed as low as possible in the strand template and symmetrical about the center line of slab. slab. . 8. Strand locations may be adjusted as approved by the engineer.Strand locations may be adjusted as approved by the engineer.trand locations may be adjusted as approved by the engineer.

AutoCAD SHX Text

%%UPRESTRESSING NOTES:

AutoCAD SHX Text #5 Stirrup Spa

AutoCAD SHX Text C Brg

AutoCAD SHX Text L

AutoCAD SHX Text C Span

AutoCAD SHX Text L

AutoCAD SHX Text @ 3

AutoCAD SHX Text @ 6

AutoCAD SHX Text @ 12 Max

AutoCAD SHX Text Slab A

AutoCAD SHX Text Location

AutoCAD SHX Text 73'-10 1/2"

AutoCAD SHX Text Length

AutoCAD SHX Text

AutoCAD SHX Text Strands

AutoCAD SHX Text No. of

AutoCAD SHX Text 0.6" Dia.

AutoCAD SHX Text

AutoCAD SHX Text (kips)

AutoCAD SHX Text Jack

AutoCAD SHX Text Force

AutoCAD SHX Text Deck

AutoCAD SHX Text Midspan Deflection (in)

AutoCAD SHX Text 0.02

AutoCAD SHX Text Barrier

AutoCAD SHX Text 0.15

AutoCAD SHX Text Wearing

AutoCAD SHX Text

VOIDED SLAB SCHEDULE

AutoCAD SHX Text

* Slab length is plan length and does not include grade effects.

AutoCAD SHX Text Slab

AutoCAD SHX Text (L)*

AutoCAD SHX Text 0.94

AutoCAD SHX Text 0.15

AutoCAD SHX Text 0.02

AutoCAD SHX Text Slab D

AutoCAD SHX Text Slab B

AutoCAD SHX Text Slab C

AutoCAD SHX Text

%%U PARTIAL PANEL PLAN

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text #4 Cont, Typ

AutoCAD SHX Text #4 Cont

AutoCAD SHX Text #5 , Typ

AutoCAD SHX Text C Tie rod & Tie rod & C 3" hole, Typ

AutoCAD SHX Text L

AutoCAD SHX Text Plate washer

AutoCAD SHX Text 20-0.6" Strands, Typ, Typ

AutoCAD SHX Text 8-0.6" -0.6" Strands, Typ, Typ

AutoCAD SHX Text 73'-10 1/2"

AutoCAD SHX Text

AutoCAD SHX Text 0.94

AutoCAD SHX Text

%%U PARTIAL PANEL ELEVATION

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text

%%UPRESTRESSING NOTES:

AutoCAD SHX Text #5 Stirrup Spa

AutoCAD SHX Text C Brg

AutoCAD SHX Text L

AutoCAD SHX Text C Span

AutoCAD SHX Text L

AutoCAD SHX Text @ 3

AutoCAD SHX Text @ 6

AutoCAD SHX Text @ 12 Max

AutoCAD SHX Text Slab A

AutoCAD SHX Text Location

AutoCAD SHX Text 73'-10 1/2"

AutoCAD SHX Text Length

AutoCAD SHX Text

AutoCAD SHX Text Strands

AutoCAD SHX Text No. of

AutoCAD SHX Text 0.6" Dia.

AutoCAD SHX Text

AutoCAD SHX Text (kips)

AutoCAD SHX Text Jack

AutoCAD SHX Text Force

AutoCAD SHX Text Deck

AutoCAD SHX Text Midspan Deflection (in)

AutoCAD SHX Text 0.02

AutoCAD SHX Text Barrier

AutoCAD SHX Text 0.15

AutoCAD SHX Text Wearing

AutoCAD SHX Text

VOIDED SLAB SCHEDULE

AutoCAD SHX Text

* Slab length is plan length and does not include grade effects.

AutoCAD SHX Text Slab

AutoCAD SHX Text (L)*

AutoCAD SHX Text 0.94

AutoCAD SHX Text 0.15

AutoCAD SHX Text 0.02

AutoCAD SHX Text Slab D

AutoCAD SHX Text Slab B

AutoCAD SHX Text Slab C

AutoCAD SHX Text

%%U PARTIAL PANEL PLAN

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text #4 Cont, Typ

AutoCAD SHX Text #4 Cont

AutoCAD SHX Text #5 , Typ

AutoCAD SHX Text C Tie rod & Tie rod & C 3" hole, Typ

AutoCAD SHX Text L

AutoCAD SHX Text Plate washer

AutoCAD SHX Text 20-0.6" Strands, Typ, Typ

AutoCAD SHX Text 8-0.6" -0.6" Strands, Typ, Typ

AutoCAD SHX Text 73'-10 1/2"

AutoCAD SHX Text

AutoCAD SHX Text 0.94

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text PANEL DETAILS No. 1

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text 3" = 1'-0'

AutoCAD SHX Text

%%U SHEAR KEY DETAILS

AutoCAD SHX Text Omit shear key on outside face of exterior panels

AutoCAD SHX Text

1. Tie rod shall be " diameter by 16'-6" long, threaded -9 UNC by 3 inches on Tie rod shall be " diameter by 16'-6" long, threaded -9 UNC by 3 inches on 78" diameter by 16'-6" long, threaded -9 UNC by 3 inches on 78-9 UNC by 3 inches on each end. The tie rods shall conform to ASTM A449 high strength steel. A direct tensioning indicating (DTI) washer, conforming to ASTM F959, shall be located on one end of tie rod. On the other end of tie rod, a hardened steel ASTM F436 flat circle washer shall be used. To complete the assembly, a heavy hex nut conforming to ASTM A194, and a 1-inch ASTM A36 plate washer shall be located at each end of tie rod. All hardware shall be hot-dipped galvanized after fabrication. Before grouting the slab keyways, each tie rod shall be tensioned to 39,000 pounds using a socket wrench on the nut with the flat washer. Tension all tie rods to one half of specified tension before proceeding with the final tensioning. Payment for the rods are included in pay item 55301. 2. " x 2" Headed concrete anchor stud @ 1'-0" Place first and last stud 2" 14" x 2" Headed concrete anchor stud @ 1'-0"± Place first and last stud 2"from edges. Studs connected to angle with complete penetration butt weld. Galvanized assembly after fabrication according to AASHTO M-111. Payment for guard angle is included on pay item 55301.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

%%U TIE ROD SECTION

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text L

AutoCAD SHX Text C Tie rod and hole

AutoCAD SHX Text 78" Rod

AutoCAD SHX Text 3" full lengthsleeve for tie rod

AutoCAD SHX Text 1" x 4 " x 4 Square 12" x 4 Square 12 Square washer with hex nut

AutoCAD SHX Text Other details not mentioned, see Note 1

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%U JOINT SEAL DETAILS

AutoCAD SHX Text Prime Concrete Contact Surfaces When Required By Manufacturer

AutoCAD SHX Text Saw Cut Depth

AutoCAD SHX Text Glazed Polyethylene Foam Or Glazed Open Cell Backer Rod. Uncompressed Width/ Diameter To Be 25% Greater Than Actual Groove Width

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text PANEL DETAILS No. 2

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text Object marker location, Typ, see "Object Marker" sheet

AutoCAD SHX Text (Approach railing)

AutoCAD SHX Text 83'-0" Radius

AutoCAD SHX Text 3 Spaces @ 6'-3" = 18'-9", Typ

AutoCAD SHX Text 2 Spaces @ 3'-1 " 12" = 6'-3" Typ

AutoCAD SHX Text (Bridge rail post spacing)

AutoCAD SHX Text Begin Bridge Sta. 10+00.00

AutoCAD SHX Text End Bridge Sta. 10+76.00

AutoCAD SHX Text 83'-0" Radius

AutoCAD SHX Text C Bridge

AutoCAD SHX Text L

AutoCAD SHX Text

%%U RAILING PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 83'-0" Radius

AutoCAD SHX Text 1/4

AutoCAD SHX Text Bolt

AutoCAD SHX Text A

AutoCAD SHX Text Cut washer, typ.

AutoCAD SHX Text Lock washer

AutoCAD SHX Text A

AutoCAD SHX Text P 2 "x " 34"x " 38" Stiffener each side of web

AutoCAD SHX Text Reflectorized tape (wrap around both faces)

AutoCAD SHX Text 716" Hole

AutoCAD SHX Text Clip or fabricate from steel angle or sheet stock

AutoCAD SHX Text L 3"x3"x "316"

AutoCAD SHX Text 12" Cope, Typ.Typ.yp.

AutoCAD SHX Text Typ.

AutoCAD SHX Text 34" x 2" Studs

AutoCAD SHX Text HSS rail

AutoCAD SHX Text 1 "x1 " "x1 " 116"x1 " " 916" Slotted hole

AutoCAD SHX Text Hex nut

AutoCAD SHX Text Lock washer

AutoCAD SHX Text 1 "x "x1 " "x "x1 " 34"x "x1 " 14"x1 " " 34" Plate washer

AutoCAD SHX Text Flange W6x25 post

AutoCAD SHX Text C Post

AutoCAD SHX Text HSS rail

AutoCAD SHX Text Complete penetration butt weld

AutoCAD SHX Text 38" Steel plate

AutoCAD SHX Text 1 " Holes116" Holes

AutoCAD SHX Text 3" = 1'-0'

AutoCAD SHX Text

%%U PLATE WASHER

AutoCAD SHX Text 3" = 1'-0'

AutoCAD SHX Text

%%U DETAIL "X"

AutoCAD SHX Text 3" = 1'-0'

AutoCAD SHX Text

%%U SECTION A-A

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text

%%U REFLECTOR DETAILS

AutoCAD SHX Text 3" = 1'-0'

AutoCAD SHX Text

%%U STUD BOLT DETAILS

AutoCAD SHX Text L

AutoCAD SHX Text 2-2"x1 " " 116" Slotted holeslotted holes

AutoCAD SHX Text 2-1 "x " "x " 58"x " " 1316" Slotted holeslotted holes

AutoCAD SHX Text W6x25 Post

AutoCAD SHX Text Block out voids at post connection

AutoCAD SHX Text 1" x 1'-6" A-325rod (threaded both ends) total 2 (with 2 hex nuts per dowel and coupling)

AutoCAD SHX Text 3 " x " x 8" 12" x " x 8" 38" x 8" Plate washer

AutoCAD SHX Text

(2) " Inserts34" Inserts

AutoCAD SHX Text C Post

AutoCAD SHX Text 6"x6"x " Steel plate14" Steel plate

AutoCAD SHX Text Stiffener see Detail "X"

AutoCAD SHX Text 3/16"

AutoCAD SHX Text HSS 4x4x Rail14 Rail

AutoCAD SHX Text 14" Bolt withhex nut, cut washer and lock washer, 2 places

AutoCAD SHX Text 1/4" Plate washer

AutoCAD SHX Text

ASSEMBLY

AutoCAD SHX Text HSS 6x4x x1'-0" 516x1'-0" Metal box spacer

AutoCAD SHX Text 716" Hole atalternate posts for reflectors

AutoCAD SHX Text 1 "x " "x " 116"x " " 916" Slotted hole, Typ, 4 placesyp, 4 places, 4 places 4 places

AutoCAD SHX Text Asphalt paving

AutoCAD SHX Text Rail splice

AutoCAD SHX Text C Railpost

AutoCAD SHX Text Note: Stagger rail splice as shown Stagger rail splice as shown

AutoCAD SHX Text 1'-0" min.

AutoCAD SHX Text

%%U RAIL SPLICE LOCATION

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text L

AutoCAD SHX Text C Railpost

AutoCAD SHX Text L

AutoCAD SHX Text

%%U POST SECTION

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text

%%U RAILING SECTION

AutoCAD SHX Text 1" = 1'-0'

AutoCAD SHX Text L

AutoCAD SHX Text

1. Post shall be vertical. Post shall be vertical. 2. Rails shall be parallel to vertical grade. Rails shall be parallel to vertical grade. . 3. Contractor shall provide shims to align posts. Contractor shall provide shims to align posts. 4. HSS Rail shall be continuous over not less than 3 HSS Rail shall be continuous over not less than 3 intermediate posts except as approved by the Engineer. 5. Galvanize all items in rail assembly after fabrication. All Galvanize all items in rail assembly after fabrication. All exposed edges of tube rails and posts shall be ground smooth before galvanizing. 6. Stud bolt nuts shall be torqued to 175 ft-lbs. Stud bolt nuts shall be torqued to 175 ft-lbs. 7. Anchor bolt nuts shall be wrench tight. Anchor bolt nuts shall be wrench tight. 8. Bolts shall comply with AASHTO M164 (ASTM A-325). Bolts shall comply with AASHTO M164 (ASTM A-325). 9. Rods and bolts shall have heavy hex nuts. Rods and bolts shall have heavy hex nuts. 10. " Diameter drain holes shall be provided in bottom face 14" Diameter drain holes shall be provided in bottom face of closed end of each tube. 11. Plates and posts shall be AASHTO M183 (ASTM A36). Plates and posts shall be AASHTO M183 (ASTM A36). Hollow Structural Section (HSS) shall be ASTM A500 Grade B. 12. Rails shall be shop bent. Rails shall be shop bent. 13. Ends of tube rail shall have rail cap.Ends of tube rail shall have rail cap.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text Rail

AutoCAD SHX Text Reflector

AutoCAD SHX Text C Post

AutoCAD SHX Text 38" bolt, washer,and lock washer

AutoCAD SHX Text 78" Holes

AutoCAD SHX Text Complete penetration butt weld

AutoCAD SHX Text Traffic face

AutoCAD SHX Text

SECTION

AutoCAD SHX Text C Post

AutoCAD SHX Text 14" Plate washer

AutoCAD SHX Text 78" Holes

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 34" x 2" Stud w/ 1 "x 34"x x 14"x1 " plate washer x1 " plate washer 1 " plate washer 34" plate washer plate washer and lock washer. 1 " x " x 116" x 1 " Horiz slotted holes " Horiz slotted holes 916" Horiz slotted holes Horiz slotted holes oriz slotted holes on end bridge railposts. Do not put holes for reflectors on these posts.

AutoCAD SHX Text 14" Drain hole

AutoCAD SHX Text 316" Plate

AutoCAD SHX Text G

AutoCAD SHX Text End post W6x25

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text Typyp

AutoCAD SHX Text HSS rail

AutoCAD SHX Text 716" Hole insleeve

AutoCAD SHX Text Sleeve formed of " plate 316" plate bent as shown for sliding fit inside of tube. Tack weld " 38" nut inside of sleeve for " 38" hex head bolt with washer and lock washer.

AutoCAD SHX Text NOTE: 38" Nut may be replaced with drilled and tapped hole in sleeve

AutoCAD SHX Text C Post

AutoCAD SHX Text 716"x4 " Slot " Slot 12" Slot at outside face of rail

AutoCAD SHX Text Top of rail

AutoCAD SHX Text 38" Bolt with washerand lock washer

AutoCAD SHX Text 38" Nut

AutoCAD SHX Text 12" Hole nearand far side

AutoCAD SHX Text 716"° Hole near side

AutoCAD SHX Text Sleeve

AutoCAD SHX Text HSS 6"x4"x "516"

AutoCAD SHX Text (2'-0~8" @ Piers)

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text

%%U METAL BOX SPACER DETAILS

AutoCAD SHX Text L

AutoCAD SHX Text 1 1/2" = 1'-0'

AutoCAD SHX Text

%%U RAILING SPLICE DETAILS

AutoCAD SHX Text 1 1/2" = 1'-0'

AutoCAD SHX Text

%%U RAIL CAP DETAILS

AutoCAD SHX Text L

AutoCAD SHX Text

U. S. DEPARTMENT OF AGRICULTURE

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

ROAD BRIDGE BRIDGE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER DATES

AutoCAD SHX Text

AND DATE

AutoCAD SHX Text

REVISION MARK

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

STAFF ENGINEER TRANSPORTATION STRUCTURES

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STATE

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

BRIDGE SHEET

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MODOC

AutoCAD SHX Text MIDDLE PARKER CREEK Br.

AutoCAD SHX Text P. Zhao

AutoCAD SHX Text K. Wang

AutoCAD SHX Text E. Monzon

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text

AutoCAD SHX Text 3/11/22

AutoCAD SHX Text 4/6/22

AutoCAD SHX Text 4/19/22

AutoCAD SHX Text R-1687

AutoCAD SHX Text

MIDDLE PARKER CREEKCREEK

AutoCAD SHX Text

RAILING DETAILS

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

NO.

AutoCAD SHX Text 03/31/2024

AutoCAD SHX Text 81724

Sacramento, California 95831

916.421.1000

AutoCAD SHX Text For "Metal box spacer" details see "Railing Details" sheet

AutoCAD SHX Text 3'-1 "12"

AutoCAD SHX Text Min

AutoCAD SHX Text Metal Beam guardrail

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 3'-1 "12"

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 2'-0" Concretefooting

AutoCAD SHX Text 8"x8" D.F. posts

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text See Railing Details sheet for radius

AutoCAD SHX Text Edge of roadway

AutoCAD SHX Text

%%U APPROACH RAILING PLAN

AutoCAD SHX Text

%%U APPROACH RAILING ELEVATION

AutoCAD SHX Text 1/4" Weld

AutoCAD SHX Text 1 1/16" Holein 1/2" plate

AutoCAD SHX Text 1" Stud

AutoCAD SHX Text Hex nut for 1" stud

AutoCAD SHX Text PL 3"x2 3/4" x 1/2" 1/4" weld all around

AutoCAD SHX Text 1/4" Plate

AutoCAD SHX Text Place reflector angle on each approach post. Bolt angle using railing carriage bolts.

AutoCAD SHX Text 0.175

AutoCAD SHX Text Reflective sheeting wrap all around angle surface

AutoCAD SHX Text Standard swaged connection for 3/4" cable

AutoCAD SHX Text 5/8" Bolt

AutoCAD SHX Text 1 3/4"

AutoCAD SHX Text 5/8" Machine boltwith cut washer on front face at neutral axis of rail

AutoCAD SHX Text 1/4" Plate

AutoCAD SHX Text Metal Beam guardrail

AutoCAD SHX Text C for 5/8" bolt on neutral axis

AutoCAD SHX Text NOTES: Steel Beam Guardrail shall conform to AASHTO M180, Class B, Type II Steel Beam Guardrail shall conform to AASHTO M180, Class B, Type II II Wood Posts shall be Douglas Fir No. 1 or better conforming to Section 718 of FP-03.

AutoCAD SHX Text Hex nut for 5/8" bolt

AutoCAD SHX Text Either full penetration weld or bend to fit

AutoCAD SHX Text 1/4" Plate

AutoCAD SHX Text

%%U SECTION A-A

AutoCAD SHX Text L

AutoCAD SHX Text

%%U ANCHOR PLATE DETAILS

AutoCAD SHX Text

%%U REFLECTION ANGLE FOR BEAM TYPE RAIL

AutoCAD SHX Text Ground line

AutoCAD SHX Text Slope top to drain

AutoCAD SHX Text Anchor plate

AutoCAD SHX Text 36° (ref.)

AutoCAD SHX Text 45°

AutoCAD SHX Text 8"x8" D.F. post, trim to fit

AutoCAD SHX Text Bend two corners

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3" cl. TypTypyp

AutoCAD SHX Text 2 " " 38" Hole

AutoCAD SHX Text A

AutoCAD SHX Text Formed socket to receive 8"x8" post or 8"x8" post wrapped with 2 layers 15 lb. building paper

AutoCAD SHX Text 6x6 - W6xW6 welded wire fabric

AutoCAD SHX Text 2'-0" Concrete anchors(two posts only) Portland cement concrete footing

AutoCAD SHX Text 2" std. galv. pipe(2.375" O.D.)

AutoCAD SHX Text 3/4" Cable

AutoCAD SHX Text PL 8"x8"x1/4"

AutoCAD SHX Text Cut washer

AutoCAD SHX Text End post 8"x8" D.F.

AutoCAD SHX Text 8"x8" D.F. post

AutoCAD SHX Text 3/4" Cable

AutoCAD SHX Text 4"

AutoCAD SHX Text 2932" x 3" Slotted holes for 58" splice bolts,Tot 4

AutoCAD SHX Text Terminal connector

AutoCAD SHX Text 45°

AutoCAD SHX Text 0.108" nom.

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text C

AutoCAD SHX Text 1"x2" Slotted holes for " 34" H.S. bolts Tot 2

AutoCAD SHX Text 8"x8" D.F. post, trim to fit

AutoCAD SHX Text 34" Hole

AutoCAD SHX Text 2932" x 1 " Slots18" Slots

AutoCAD SHX Text 34" Hole

AutoCAD SHX Text Concrete Anchor

AutoCAD SHX Text A

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text Neutral axis

AutoCAD SHX Text 8"x8"x5'-6" rough D.F. post

AutoCAD SHX Text 38" machinebolts w/ cut washers on front face Tot 8Tot 8ot 8

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text Concrete Anchor

AutoCAD SHX Text 8"x8" D.F. post

AutoCAD SHX Text 5/8" Carriagebolt w/ hex nut and cut washer

AutoCAD SHX Text Terminal section see detail "X"

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 3, 2023.