CA ERFO NF 23N18 1 Plans and Xsections.pdf

DARRELL

PEREIRA

Digitally signed by DARRELL

PEREIRA

Date: 2022.08.05 20:02:25 -07'00'

LEONARD

JOB

Digitally signed by LEONARD

JOB

Date: 2022.08.23 08:52:21 -08'00'

CURTIS R

SCOTT

Digitally signed by CURTIS R

SCOTT

Date: 2022.08.30 14:56:37 -06'00'

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS

CONTROL SHEET

3/28/22

NO.

SHEET

PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:4

A

M

A u g u s t

B a s e .B

.U S

C

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

STATE PROJECT

NUMBER

SHEET

CA

ERFO PLUMAS NF 23N18(1)

A4

FRAZIER CREEK BRIDGE

Sheet and Description

B3 B4 S2 Grading and Surfacing Summary

Misc.

Summary

Frazier Creek Bridge

Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 0.047 0.003 0.050

A0060 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0080 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 0.094 0.006 0.100

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.36 0.04 0.40

A0200 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 576 29 605

A0220 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0240 20401-0000 ROADWAY EXCAVATION CUYD 234 26 260

A0260 20820-0000 DEWATERING LPSM ALL

A0280 25101-2500 PLACED RIPRAP, METHOD B,

CLASS 5 CUYD 170 20 190

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

(ROADWAY APPROACHES) TON 237 13 250

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 152 6 158

A0340 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 19 19

A0360 55401-1000 REINFORCING STEEL LB 1,700 1,700 Contract Quantity

A0380 55504-0000 PRE-FABRICATED STEEL BRIDGE

(20'x52') LPSM All ALL

A0400 57404-0000 GEOSYNTHETIC REINFORCED SOIL

- INTERGRATED BRIDGE SYSTEM SQFT 2,350 190 2,540

A0420 61701-4150 GUARDRAIL SYSTEM CRG, TYPE 2,

CLASS B LNFT 25 25

A0440 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 2 2

A0460 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 2 2

A0480 61707-0000 STRUCTURE TRANSITION RAILING LNFT 50 50 Contract Quantity

A0500 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0520 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

MileStone: 100% Estimate Date Completed: 08/04/22 Report Date: 08/04/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 4-

A ug

-2

:1

PM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

C A\ er fo n1

8( 1)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

SO

Q _1

_E R

FO

N

.x ls m

]S he et

STATE PROJECT

B1

ERFO PLUMAS 23N18(1)

FRAZIER CREEK BRIDGECA

SHEET

NUMBER

Sheet and Description

B3 B4 S2 Grading and Surfacing Summary

Misc.

Summary

Frazier Creek Bridge

Allowance Bid Schedule

A0540 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A0560 62201-2750 MOTOR GRADER HOUR 20

A0580 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

A0600 62301-0000 GENERAL LABOR HOUR 20

A0620 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20

A0640 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0660 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 226 14 240

A0680 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 226 14 240

A0700 62520-0000 FERTILIZER ACRE 0.047 0.003 0.050

A0720 63502-0600 TEMPORARY TRAFFIC CONTROL, Warning Light Type B

BARRICADE TYPE 3 included in the pay

EACH 4 4 item

A0740 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 45 45

A0760 63701-0000 FIELD OFFICE EACH 1

4- A ug

-2

:1

PM

MileStone: 100% Estimate Date Completed: 08/04/22 Report Date: 08/04/22

N

C A \e rf o2

3n

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m

SO

Q _1

_E R

FO

N

.x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B2CA

SHEET

NUMBER

ERFO PLUMAS 23N18(1)

FRAZIER CREEK BRIDGE

5,210

5,205

5,200

5,195

5,190

5,185

5,180

36’ VC

V P I

E L

,2

.8

E L

,1

.7

V P I

63’ VC

1"= 10’-0"

N

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

Drawing No. Description

BRIDGE DRAWING INDEX

BRIDGE PLAN & ELEVATIONRG3244-A

RG3244-B

RG3244-C

RG3244-F

RG3244-D

RG3244-G

TYPICAL SECTION

RG3244-E

GENERAL NOTES & ESTIMATE

RG3244-H

RG3244-I

RG3244-J

Length of Bridge = 54’-0"

F r a z ie r C r e e k

K. EIKERMANN

B. ROBINSON

K. EIKERMANN

A1 12

S1

El. 5200.60 Sta. 2 +38.00 Begin Bridge

El. 5200.06 Sta. 2+92.00 End Bridge

P C

.0

P T

.5

C Rdwy.L

Elevations are at profile grade @ C Rdwy.

No Scale

PROFILE GRADE DIAGRAM

L

-1.000%

+8.

1%-3.407%

PLAN

" = 50’-0"2 116 spa. @ 3’-1

Bridge Railing Post spa. (typ. both sides)

2’-0" 2’-0"

El. 5200.60

Gutterline

(typ.)

El. 5200.60

Horiz. Curve Data: Horiz. Curve Data:

El. 5200.06

El. 5200.06

(typ. @ all 4 corners).

Structure transition railing

S ta

.0

B e g in B r id g e

S ta

.0

E n d B r id g e

BRIDGE PLAN AND ELEVATION

7.4

10.3

10.7

11.1

5189.0

5191.1

5191.5

5192.0

5180.3

5180.1 min. of 3 feet of freeboard above 100 year water surface elevation.

Hydraulic capacity requirements: Bridge low chord provides a

= 5192.1 (measured at 18 feet upstream of bridge).

100 year water surface elevation used to determine freeboard at upstream face of bridge.

Note: Average velocities and water surface elevations are reported established by CFL survey.

coordinates using local datum Note: Elevations are based on assumed

FOUNDATION PLAN

SUMMARY OF BORING LOGS

TRANSITION RAILING

REBAR LIST

S. BELCHER

WINGWALL D

WINGWALL C

WINGWALL A

WINGWALL B

W in g (t yp

’-0

(typ.)1

Q100 WS El. = 5192.1

ABUT. 2

EXP

EXP

ABUT. 1

Grade = -1.00%

@ C Rdwy.

Approx. existing ground

L decking with asphalt pavement fill.

steel girders and structural steel

Modular steel bridge with

Profile grade

(as required).

Bolted field splice railing

Thrie Beam bridge in place (typ.).

footings to remain Existing concrete

El. 5180 (typ.)

(RSF)

Reinforced Soil Foundation

ELEVATION

El. 5199.33

El. 5196.00

(Abut. 1 and 2)

(Abut. 1 and 2)

5,175

GRS FOUNDATION PLAN

GRS WALL ELEVATION

GRS WALL SECTIONS

RG3244-K

RG3244-L

top of asphalt wearing surface.

Note: Deck elevations shown are at

(typ.).

GRS retaining wall

(typ.).

GRS retaining wall

RIPRAP

ABUTMENTS

El. 5196.82 Low chord for details.

(typ.). See RG3244-E Method B, Class 5 Placed Riprap, NO.

PROJECTSTATE

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

N

C A \e r f o n (1

B r id g e \R

G \C

A D

F il e s \D

G N

F il e s \r g p e .d g n

RG3244-

CA

KARL EIKERMANN

U.S. DEPARTMENT OF TRANSPORTATION

of

FS DRAWING R-1704

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

PLUMAS NATIONAL FOREST

PLUMAS COUNTY, CALIFORNIA

NONE

S2

BB. ROBINSON

GENERAL NOTES & ESTIMATE

K. EIKERMANNS. BELCHER 2 12

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g n .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

BH21-03

C Rdwy.L in place (typ.).

footings to remain Existing concrete

P T

.5

P C

.0

BH21-02

Horiz. Curve Data:Horiz. Curve Data:

N in place (typ.).

footings to remain Existing concrete be removed (typ.).

abutment walls to Existing timber

@ C Rdwy.

Approx. existing ground

L El. 5180 (typ.)

ELEVATION

5,205

5,200

5,195

5,190

5,185

5,180

Q100 WS El. = 5192.1

Grade = -1.00%

(typ.).

Method B, Class 5 Placed Riprap, F r a z ie r C r e

’-0

1"= 10’-0"

FOUNDATION PLAN

FOUNDATION PLAN

FOUNDATION NOTES:

Location

Abut. 1

FOUNDATION TABLE

Abut. 2

Bearing Pressure

Max. Factored

Sta. 2+92.00 End Bridge

El. 5194.06

51’-0"

S ta

.5

A b u t.

C B r g

3’-0"

(typ.)

(typ.)

ty p ty p

B. ROBINSON

1’-6"1’-6"

El. 5196.00

(Abut. 1 and 2)

(RSF)

Reinforced Soil Foundation

(typ.)1

El. 5199.33

(Abut. 1 and 2)

ABUT. 2ABUT. 1

TIMBER ABUTMENT

TOP CONCRETE FOOTER

7.0 kips/sq. ft. (Strength I)

7.0 kips/sq. ft. (Strength I)

S. BELCHER C3 12

(typ.).

GRS retaining wall

(typ.).

GRS retaining wall

WINGWALL D

WINGWALL B

WINGWALL A

WINGWALL C

El. 5194.60

5,175 grade Finished details.

RG3244-E for (typ.). See Method B, Class 5 Placed Riprap, (typ.)

El. 5195.0 walls.

timber abutment superstructure and Remove existing

S3

K. EIKERMANN

Sta. 2 +38.00 Begin Bridge

S ta

.5

A b u t.

C B r g

L L

Colorado.

Lands Highway Division, Geotechnical Services Branch, Lakewood, Transportation, Federal Highway Administration, Central Federal

Creek Bridge, dated May 2022, prepared by U.S. Dept. of

For additional information see Final Geotechnical Report, Frazier

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g f o u n d a ti o n .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

PLUMAS NATIONAL FOREST

PLUMAS COUNTY, CALIFORNIA

TIMBER ABUTMENT

TOP CONCRETE FOOTER

TYPICAL TEST HOLE LOG

Boring No.

Location

Unified Soil Classification

Practical refusal SPT

Core Run

% Core Recovery Shaded

Ground Water

Depth at time of drilling (ATD)

Graphic material description

Depth Terminated

RQD

x x x

Elev.

with AASHTO T206 test (SPT) in accordance standard penetration

Blow count per foot with

LEGEND

TYPICAL TEST

HOLE SYMBOL

Plan View

Approximate location of any sampled hole

BH21-03 BH21-02

El. 5200.06 Sta. 2+92.00 End Bridge

C Rdwy.L

P T

.5

El. 5200.60 Sta. 2 +38.00 Begin Bridge

F r a z ie r C r e

N

PLAN

ELEVATION

SUMMARY OF BORING LOGS

1" = 10’-0"

5,205

5,200

5,195

5,190

5,185

5,180

5,175

5,170

5,165

5,160

5,155

5,195

5,190

5,185

5,180

5,175

5,170

BH21-02BH21-03

STA 2+20, 2ft. RT STA 3+07, 2ft. RT

5,200

P C

.0

Asphalt

0.3

0.3

D

S4

5200.3

5153.3

5199.8

Fill residual soil weathered to completely Granite (DG), Decomposed formational bedrock to very strong rock, Granite, strong rock dense to dense

Silty Sand, medium

5172.8

RQD

WINGWALL D

WINGWALL A

WINGWALL B

WINGWALL C

4 12

Geotechnical Services Branch, Lakewood, Colorado.

Federal Highway Administration, Central Federal Lands Highway Division, Creek Bridge, dated May 2022, published by U.S. Dept. of Transportation, For additional information see Final Geotechnical Report, Frazier

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g b o r in g s .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

PLUMAS NATIONAL FOREST

PLUMAS COUNTY, CALIFORNIA

Horiz. Curve Data: Horiz. Curve Data:

P C

.0

El. 5200.06 Sta. 2+92.00 End Bridge

C Rdwy.L

F r a z ie r C r e

El. 5200.60 Sta. 2 +38.00 Begin Bridge

El. 5195.0

(typ.)

SECTION B-B

B B

RIPRAP PLAN

1"= 10’-0"

(Abutment 2 shown, Abutment 1 similar)

W in g (t yp .)20

’-0

Sta. 2+92.00 End Bridge

(typ.).

Method B, Class 5 Placed Riprap, of the CO (typ.)

Class 4 upon approval abutments may be Riprap in front of

WINGWALL D

WINGWALL C

WINGWALL A

WINGWALL B

S5

K. EIKERMANN S. BELCHER

B. ROBINSON

S. BELCHER

E5 12

(typ.).

GRS retaining wall

Class 5.

Method B, Placed rirap, SECTION A-A

(Abutment 2 shown, Abutment 1 similar) in place.

footings to remain Existing concrete

A A of the CO (typ.)

Class 4 upon approval abutments may be Riprap in front of fabric Class 1, Type C.

Non-woven geotextile fabric Class 1, Type C.

Non-woven geotextile

RIPRAP

25’-0"

5’-0"

P T

.5 ty p

U S ty p

D S

(typ.)

Toe of slope

5’-0"

(typ.)

in place (typ.).

footings to remain Existing concrete

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r ip r a p .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

PLUMAS NATIONAL FOREST

PLUMAS COUNTY, CALIFORNIA

PT 2+37.58

"= 1’-0" 16

WINGWALL A

WINGWALL B

LC Rdwy.

K. EIKERMANN B. ROBINSON

Soil Foundation (RSF)

Limits of Reinforced

G R S W in g w a ll A

GRS FOUNDATION PLAN

GRS FOUNDATION PLAN

(ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR)

S6

F

’-0

" G R S W in g w a ll B

13’-6"13’-6"

27-0" GRS Abutment wall

30°

Sta. 2+92.00

End Bridge

Sta. 2+38.00

Begin Bridge

(t y p

3’-0" (typ.)

(typ.)

S. BELCHER

s te p ty p w in g

30°

15’-0"

6 12 w a ll t o p o f of w all) bott.

o f w a ll b o tt wall unit (typ.)

nominal segmental retaining 8" x 1’-0" x 1’-6" (HxWxL)

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g r s w a ll .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

L

0%

"= 1’-0" 16

C Bridge & C Rdwy.L

El. 5180.0

ELEVATION - GRS WALL

S7

G

B A

B A

K. EIKERMANN B. ROBINSON

GRS WALL ELEVATION

(ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR)

El. 5199.33

Abut. GRS wall)

El. 5196.00 (Top of

(Measured along wingwall face) (Measured along wingwall face)

El. 5195.0

El. 5199.33

El. 5195.0

S. BELCHER

20’-0" GRS Wingwall B 27’-0" GRS Abutment wall 20’-0" GRS Wingwall A

13’-6" 13’-6"

(typ.)

Concrete earwall step (typ.)

4’-6" wing

7 12

GRS WALL NOTES:

(top of riprap)

Finished grade

Alternate Foundation Detail for Bedrock.

Note: See RG3244-H for Section A-A & B-B, and Abutment 2

P a y L im it f o r G

R S W a ll

Pay limits for GRS wall

Geosynthetic reinforcement 3’-0" min.

Geosynthetic reinforcement. Overlap fully encapsulated on all sides with

Compacted GRS open-graded backfill

Reinforced Soil Foundation (RSF).

material to CO for approval.

with polyurethane construction adhesive. Submit proposed

5. Secure the top 3 rows of segmental retaining wall units

4. Provide GRS open-graded backfill per subsection 704.13.

3. Provide geosynthetic reinforcement per subsection 714.06.

2. Provide segmental retaining wall units (SRWU) per subsection 720.01.

and AASHTO LRFD Bridge Design Specifications.

1. Design GRS Wall per Section 574 of Special Contract Requirements wall unit (typ.)

nominal segmental retaining 8" x 1’-0" x 1’-6" (HxWxL)

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g ll .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

"= 1’-0" 16 p e r c o u r s e s p a

K. EIKERMANN B. ROBINSON H

S8 Top of Rdwy.

to remain in place

Existing concrete footing

SECTION A-A

p e r c o u r s e

SECTION B-B

El. 5180.0 El. 5180.0

L

El. 5196.00

El. 5199.33 of Section A-A & B-B.

Note: See RG3244-G for the location

6’-0" 3’-0"

15’-0"

3’-0"

15’-0"

El. 5194.06 (Abut. 2)

El. 5194.60 (Abut. 1)

S. BELCHER

Begin or End Bridge

Finished grade

Bridge.

Rt. of C ground @ 15’ existing

Approx.

Concrete abutment s p a ty p

RSF conflicts with existing concrete footings.

Note: Notify CO and geotechnical engineer if

2’-0"3’-0" s p a

El. 5200.60 (Abut. 1)

El. 5200.06 (Abut. 2)

GRS WALL SECTIONS

s p a ty p ty p

" 6 b e y o n d c u t s lo p e

Z o n e e x te n d

I n te g r a te d A p p r o a c h b y o n d c u t s lo p e

Z o n e e x te n d

I n te g r a te d A p p r o a h

Finished grade

8 12

GRS open-graded backfill

GRS open-graded backfill

FOUNDATION NOTES:

12’-0" excavated.

location as

Actual bedrock b e d r o c k in to u n d is tu r b d m in e m b e d

1’-0" min.

GRS open-graded backfill

ABUTMENT 2 ALTERNATE FOUNDATION DETAIL FOR BEDROCK

GRS open-graded backfill structure excavation

Est. limits of structure excavation

Est. limits of ground existing

Approx.

2’-0" ratio speciifed cannot be obtained.

will be open more than 30 days or if the required if the short term back slope

Subpart P Excavation). Shoring may be

Safety Regulations (29CFR, Part 1926, Note: Short term back slope ratio per OSHA

Geosynthetic reinforcement 3’-0" min.

Geosynthetic reinforcement. Overlap fully encapsulated on all sides with

Compacted GRS open-graded backfill

Reinforced Soil Foundation (RSF).

reinforcement (typ.).

Geosynthetic reinforcement layer (typ.).

Intermediate geosynthetic

G e o s y n th e ti in fo r c e m e n t s p a

G e o s y n th e ti in fo r c e m e n t s p a

Geosynthetic reinforcement 3’-0" min.

Geosynthetic reinforcement. Overlap fully encapsulated on all sides with

Compacted GRS open-graded backfill

Reinforced Soil Foundation (RSF).

reinforcement (typ.).

Geosynthetic reinforcement layer (typ.).

Intermediate geosynthetic or GRS open-graded backfill.

Leveling pad. Item 614 lean concrete reinforcement layers.

SRWU and geosynthetic bottom for placement of Provide level surface at Limits of rock excavation.

GRS open-graded backfill reinforcement (typ.).

Geosynthetic in pay item for GRS wall 57404-0000.

GRS open-graded backfill when required shall be included placement of Alternate Foundation and 614 lean concrete or

3. Payment for excavation and removal of material required for subsection 208.08(a) of SCR’s.

can not be met. See Alternate Foundation Detail and backfill where RSF embedment into bedrock requirements

2. Provide Item 614 lean concrete or GRS open-graded

Alternate Foundation Detail as shown.

1. If bedrock is encountered above El. 5177.0 provide wall unit (typ.). Slope nominal segmental retaining 8" x 1’-0" x 1’-6" (HxWxL) wall unit (typ.). Slope nominal segmental retaining 8" x 1’-0" x 1’-6" (HxWxL) retaining wall units (SRWU) Front face of segmental

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g ll .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

PT 2+37.58

ABUTMENT PLAN

(Abut. 1 Shown, Abut. 2 Similar)

ABUTMENT ELEVATION

(Abut. 1 Shown, Abut. 2 Similar)

Begin or End Bridge

L

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

10"

L

SECTION A-A

C Brg.L

Top of Rdwy.

3’-0"

1’-6"1’-6" w/ drain grate C 3" Ø weephole c lr

#4E2 (8 tot.)

-2% m in

1’-3" min. lap splice

#4A1 w/

#5A4 (4 tot.)

#5A2 (4 tot.)

#4E1 b.f.

#4A3 b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

ABUTMENTS

C Brg. & C Abut.L L

Elastomeric bearing pad

& anchor bolts per prefabricated bridge manufacturer (typ.).

Fill Face sheet drain.

Geocomposite

C Rdwy.L

11"10’-1"10’-1"11"

11’-0"11’-0"

#4E1 (typ.)

4-#5A4#4A3 b.f.

A

#4E2 b.f.

Top of Rdwy.

C Rdwy.L

6"3" 3"6"

A

3"

C Abutment

Scale: 38" = 1’-0"

El. 5200.06 (Abut. 2)

El. 5200.60 (Abut. 1)

Sta. 2+92.00

End Bridge

Sta. 2+38.00

Begin Bridge

El. 5194.06 (Abut. 2)

El. 5194.60 (Abut. 1)

Weephole spa.

11"10’-1"10’-1"11"

2-#4A1 (typ.)

4-#5A2

3"

2-#4A1 spa.

3’-0"3’-0" prior to ordering materials and constructing abutments.

* Final dimensions & elevations to be coordinated with bridge manufacturer

3’-0" 3’-0"

"1

B

B

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

10"

SECTION B-B

#4E4 (6 tot.)

#4E3

Scale: 38" = 1’-0"

(6 tot.)

#4E4

20 spa. @ 1’-0" = 20’-0"9" 9"

20 spa. @ 1’-0" = 20’-0", #4E1

= 2’-3" @ 9" 3 spa.

3"

#4E5 (2 tot.)

#4E3 spa.

#4E3 b.f. (typ.)

#4E4 b.f. (typ.)

#4E5 b.f.

c lr

S. BELCHER S. BELCHER

ty p

4’-0" 2 spa. @ 8’-6" = 17’-0" 4’-0"1’-6" 1’-6"

2% C 3" Ø weephole w/ drain grate L

Face

Fill

Other Face

I

K. EIKERMANN 9 12

S9

UNLESS NOTED

" = 1’-0"4

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

TYPICAL SECTION

L

Steel railing post (typ.)

0%

C Bridge

Side dam (typ.)

TYPICAL SECTION

splice at diaph.

Optional field bolted

TL-2 rating min.

(10 ga. galvanized) (typ.)

Thrie-Beam Bridge Railing

1’-0" 1’-0"4 spa. @ 4’-6" = 18’-0" m a x

"4 1310’-0" 10’-0""4

Diaphragm (typ.)

Structural Steel girder (typ.).

Rolled steel

L e m b e d prior to ordering materials and constructing abutments.

* Final dimensions & elevations to be coordinated with bridge manufacturer pads per bridge manufacturer.

and elastomeric bearing

Anchor bolts, bearing plates, Bridge Railing

Thrie Beam

Begin or

End Bridge gdr. clearance 1" min.

TYPICAL SECTION @ ABUTMENT

m in to W-beam.

railing. Thrie Beam

Structure transition

2" gap

10" endwall

1’-6" 1’-6"

Asphalt pavement

End guard angle

C Brg.

decking (galvanized)

Structural steel decking crest.

" depth above steel 8 corrugations to provide

Asphalt pavement. Fill

Gdr./Prefab Bridge Length = 52’-0"

NOTES:

K. EIKERMANN

B. ROBINSON

K. EIKERMANN

GRS wall

JS. BELCHER

steel decking

Galvanized

10 12

S10 pay item 40301-0100.

Asphalt pavement and tack coat on bridge deck is included in asphalt lifts.

Apply tack coat to entire steel deck surface and between of all foreign material.

Prior to application of tack coat, clean steel decking surface

" = 1’-0"

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g ty p ic a l.

d g n

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CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

TYPICAL PLAN VIEW

TYPICAL ELEVATION VIEW

B

3 Spaces 3’-1 �"

1"

6’-3" Non-Symmetrical

Transition to W-Beam

W-Beam

6’-3"

B

37 �"

Rail Section of Splice

Center line

9’- 4 �"

A

A

Direction of Traffic

6’-3"

NON-SYMMETRICAL(10 GA.)

TRANSITION SECTION

37 �"

(10 GA.) ELEMENT SECTION

THRIE-BEAM (3’- 1 �")

bolts w/washers.

Button head splice

12 ~ �" Dia. x 1 �"

8"

6"

CL

W6 x 8.5

W6 X 9.0 or

4 �

1"

STEEL POST & BLOCK

(Showing Standard Block)

SECTION B-B

SECTION A-A

This post location requires a Thrie-Beam

Block (6"x 8"x 22" Nom).

Standard Block

(6"x 8"x 14" Nom)

Low Speed Transition

Button head splice bolts

12 ~ �" Dia. x 1 �"

Button head splice bolts

8 ~ �" x 1 �" nut.

post bolt with washer and

1~ �" Top button head

GENERAL NOTES

TRANSITION RAILING

Bridge

Bridge

Prefabricated Bridge) (included with Pay Item for

Limit of Steel Bridge Railing

End Bridge Begin or

12’-6" Pay Length for Stucture Transition Railing See Roadway Plans for Approach Railing

NONEK. EIKERMANN S. BELCHERB. ROBINSON

Beam Transition TL-2 Mash Compliant, GF(31) TL2-19".

7. Transition is adapted from TxDOT low speed transition "Metal Beam Guard Fence Thrie

6. Fabricate and construct railing to the horizontal and vertical alignment of the roadway.

5. Posts shall not be set in concrete, of any depth.

4. Material for steel posts shall conform to ASTM A36, and shall be galvanized after fabrication.

galvanized.

Washers shall conform to ASTM F436, Type 1. All attachment hardware shall be

3. Button head bolts shall conform to ASTM A307. Nuts shall conform to ASTM A563.

" double recessed nuts.8 5" with 4

1" x 18 5 Button head "splice" bolts are thickness of the nut and the washer and not more than 1" beyond it.

2. Button head "post" bolts shall be of sufficient length to extend through the full

1. Rail elements shall meet the requirements of AASHTO M180, Type I, Class B.

S11

K11 12

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r a il .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

NOTES

ABBREVIATIONS:

b.f. = Both faces o.f. = Other face f.f. = Fill face

NONEB. ROBINSON

S12

Dimensions in bending diagrams are out-to-out of bars.1.

B. ROBINSON K. EIKERMANN L

REBAR LIST

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENTS

V or N

9217 0’-3" 1’-9" 2’-8" 1’-9"6’-2"#4A1 3794 Stirrups

8STR 21’-8"21’-8"#5A2 1815 Horiz. bot.

4STR 21’-8"21’-8"#4A3 584 Horiz. b.f.

82 0’-3�" 0’-10" 21’-8" 0’-10"23’-4"#5A4 1955 Horiz. top

812 LBSSUBTOTAL

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ENDWALLS

V or N

5017 0’-3" 4’-8" 0’-6" 4’-8"9’-10"#4E1 3284 Stirrups

16STR 22’-0"22’-0"#4E2 2354 Horiz. b.f.

32STR 5’-7"5’-7"#4E3 1194 Vert. b.f.

48STR 4’-2"4’-2"#4E4 1344 Horiz. b.f.

82 0’-3" 0’-8" 3’-7"4’-3"#4E5 234 Horiz. top

839 LBSSUBTOTAL

B

STR

TYPE 2

A G

B

B

C

D

OPTIONAL LEG

TYPE 17

12 12

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r e b a r .d g n

RG3244-

CA

FRAZIER CREEK BRIDGE

JULY 2022

FRAZIER CREEK BRIDGE

ERFO PLUMAS NF 23N18(1)

CA ERFO PLUMAS NF 23N18(1)

FRAZIER CREEK BRIDGE T2

Roxannie Gonzalez (Design) Text Box

CA

Roxannie Gonzalez (Design) Text Box

ERFO PLUMAS NF 23N18(1)

FRAZIER CREEK BRIDGE

Roxannie Gonzalez (Design) Text Box T3