JIM CROW ROAD BRIDGE REHABILITATION INDEX OF SHEETS

SIERRA COUNTY

SITE MAP

INDEX OF SHEETS

LOCATION MAP VICINITY MAP

MGESTATE OF CALIFORNIA

SIERRA COUNTYDEPARTMENT OF PUBLIC WORKS

PROJECT PLANS FOR CONSTRUCTION OF

JIM CROW ROAD BRIDGE REHABILITATIONAT NORTH FORK YUBA RIVER

BRIDGE NO. 13C00273.0 MILES EAST OF DOWNIEVILLE, CA

CALTRANS STANDARD PLANS - 2010

03-SIE-0-CRFEDERAL AID PROJECT NO. BRL0-5913(055)

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE

REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF

PLANS APPROVAL DATE

13C-0027

N/A

JIM CROW BRIDGEMGE ENGINEERING, INC.

17

SYMBOLS, ABBREVIATIONS & LEGEND

AB AGGREGATE BASE

BB BEGINNING OF BRIDGE

BC BEGINNING OF HORIZONTAL CURVE

BM BENCH MARK

BVCE BEGINNING OF VERTICAL CURVE ELEVATION

BVCS BEGINNING OF VERTICAL CURVE STATION

℄ CENTERLINE

CL CLASS

CONT. CONTINUED

DIA DIAMETER

EB END OF BRIDGE

EC END OF HORIZONTAL CURVE, END CAP RAILING

EDR EMERGENCY DETOUR ROUTE

ELEV ELEVATION

EP EDGE OF PAVEMENT

EXIST, (E) EXISTING

GB GRADE BREAK

GR GUARD RAIL, EXISTING

HMA HOT MIX ASPHALT

LF LINEAR FEET

LT LEFT

MBGR METAL BEAM GUARDRAILING

MGS MIDWEST GUARDRAIL SYSTEM

Mid MIDDLE OF HORIZONTAL CURVE

NO. NUMBER

NTS NOT TO SCALE

OG ORIGINAL GROUND

PG PROFILE GRADE

PT POINT

R RADIUS

RT RIGHT

SR STATE ROAD/STATE ROUTE

STA STATION

THW TOP OF HEAD WALL, EXISTING

TOP TOP OF SLOPE

TR TRANSITION RAILING

TYP. TYPICAL

± PLUS OR MINUS

ABBREVIATIONS AND SYMBOLS LEGEND

STRIPPING LINE

EXISTING CONTOUR

CONTROL POINTS AND

PROPOSED TOP OF FILL

LIMITS OF GRADING

ORIGINAL GROUND

EXISTING TREE TO BE

CENTERLINE OF ROADWAY

CALTRANS STANDARD

DETAIL NO.

REMOVED OR PROTECTED

PLAN SHEET NO.

SURVEYING MONUMENTS

AND TOE OF FILL

LIMIT OF 95%

RELATIVE COMPACTION

PROPOSED CONTOUR3110

IN PLACE

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

TYPICAL CROSS SECTIONS

TYPICAL SECTION - STA 10+53 TO 10+98

TYPICAL SECTION - STA 10+98 TO 12+62

TYPICAL SECTION - STA 12+62 TO STA 12+81 (BB)

TYPICAL BENCHING DETAIL - STA 10+98 TO 12+62

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

LAYOUT

LEGEND

MA

TC

H L

INE

, S

TA

13+

00, S

EE

SH

EE

T 5

LAYOUT NO.1

CONSTRUCTION NOTES:

NOTES:

3115

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

LAYOUT

LEGEND

MA

TC

H L

INE

, S

TA

13+

00, S

EE

SH

EE

T 4

LAYOUT NO.2

CONSTRUCTION NOTES:

NOTES:

3115

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

PROFILE

MA

TC

H L

INE

, S

TA

13+

00, S

EE

SH

EE

T 7

PROFILE NO.1

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

PROFILE

MA

TC

H L

INE

, S

TA

13+

00, S

EE

SH

EE

T 6

PROFILE NO.2

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

SURVEY AND HORIZONTAL CONTROL

SURVEY & HORIZONTAL CONTROL

SURVEY CONTROL DATA

SURVEYOR'S NOTES

LEGEND

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

EROSION CONTROL PLANS

LEGEND

NOTES

EROSION CONTROL

TEMPORARY EROSION CONTROL

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

GUARDRAIL DETAILS

GUARDRAIL DETAILS PLAN

NOTES:

LEGEND

QUANTITIES

DETAILS

DESIGN

PROJECT ENGINEER

BRIDGE NO.

POST MILE


PLANS APPROVAL DATE

13C-0027

N/A


17

SIGNING AND STRIPING

SIGNING & STRIPING

MGE ENGINEERING, INC.

1/2" = 1'-0"

TYPICAL SECTION - BRIDGE REHABILITATION

±

9 1

/4

"

PG

Exist L Girder

(Composite)

P

California ST-30 Barrier

Rail, Revised Standard

Plan RSP B11-65, Typ

L Jim Crow Rd

"A" Line

C

1/2" = 1'-0"

TYPICAL SECTION - EXIST BRIDGE

± ± ±

±±

1.5±%1.5±%

PG

L Jim Crow Rd

C

8" ±

1" = 10'

PLAN

North F

ork Y

uba R

iver

EB, Sta 13+57.53±

BB, Sta 12+80.78±

1" = 10'

ELEVATION

BBEB

OG

1

:

1

±

Existing

Abutment

Existing

Abutment

Temporary Support

at Mid Span

L Jim Crow Rd

C

Elev 3117.75±

Elev 3117.64±

Abut 1

Abut 2

Toe of Slope, Typ

Toe of Slope, Typ

L A

bu

t 1

C

L A

bu

t 2

C

To Shangri-LA

LEGEND

Indicates Direction of Traffic

Indicates Direction of Flow

Indicates Bridge Removal

Shear key &

Catcher, Typ

Wingwall

Widening, Typ

Exist Deck

Removal

Exist Railing

Removal, Typ

Precast Concrete Deck

Panels (Lightweight

Conc γ=110 pcf)

A

A

Top of Slope,

Typ

MGS, See

'Road Plans'

To Hwy 49

Spot Blast Clean

& Paint Girders

3

/

4

:

1

Bridge

INDEX TO BRIDGE PLANS

Sheet No. Title

1 General Plan

2 Abutment 1 Details

3

Typical Section

4

Deck Panel Details No.1

Design:

LOAD AND RESISTANCE FACTOR DESIGN

Seismic Loading:

AASHTO LRFD Bridge Design Specifications, 6th Edition

and the Caltrans Amendments, Preface dated January

2014;

Soil Profile: Site Class B

Maximum Moment Magnitude: 6.2

Peak Ground Acceleration: 0.24g

Hl93 Design Vehicle

GENERAL NOTES

Live Loading:

Normal Concrete: 0.15 kcf

Lightweight Concrete: 0.11 kcf

Includes 0.035 ksf for Future Wearing Surface

Dead Loading:

0 0.5

0

0.1

0.2

0.3

0.4

0.5

0.6

1 1.5 2 2.5 3 3.5 4 4.5 5 5.5

Period (s)

Sp

ectra

l A

cce

le

ra

tio

n S

a(g

)

ARS

Clear

±

Concrete: f = 60 ksi (Epoxy Coated)

f' = 5 ksi

= 150 pcf (Normal Concrete)

= 110 pcf (Lightweight Concrete)

y

c

Structural Steel: ASTM A709 Grade 50: f = 50 ksi (New Construction)

ASTM A36: f =36 ksi (Assumed for Evaluation of

Existing Structure

y

y

Const Joint

8"

Tubular Hand

Railing (Modified), Typ

Typ

Indicates Temporary Support

MGS, See

'Road Plans'

1.2%

1.2%

Note:

The Contractor must verify all controlling field dimensions

before ordering or fabricating any material.

Abutment 2 Details

Deck Panel Details No.2

5

6

Loadings for Temporary Support:

Unfactored DL: 95.0 kips

Unfactored LL: 110.0 kips

Lateral Load: 19.0 kips

5% Damping

"A" Line

Seismic Design: Caltrans Seismic Design Criteria (SDC), Version 1.7, April, 2013

Lightweight Concrete

Barrier Curb

Scupper

1/2" = 1'-0"

ABUTMENT 1 PLAN

1/2" = 1'-0"

SECTION A-A

Exist Wingwall

Approach

Roadway

Exist Railing to

be Removed

California ST-30

Barrier Rail, Typ

#5 Drill & Bond

Dowels, Total 3

@ 12 in 6" Deep

Holes.

#4 Tot 9

1

:

1

1/2" = 1'-0"

ABUTMENT 1 ELEVATION

New Shear Key

& Catcher, Typ

Existing

Abutment

Exist End

Diaphragm

Exist Fixed

Bearing

P

8 1

/2

"

Typ

±

9"

Typ

L Jim Crow Rd

C

B

B

SECTION B-B

Shear key &

Catcher, Typ

Existing

Abutment

±

Add new End

Diaphragm

C12 x 30


L Jim Crow Rd

C

Existing

Abutment

New Shear Key

& Catcher, Typ

Exist Wingwall, Typ

L Abut 1

C

A A

Top Exist

Pedestal

3

1

3

1

2

Notes:

1. The Contractor must verify all controlling field dimensions


2. For Detail B, see "ABUTMENT 2 DETAILS"sheet.

13

C

C

SECTION C-C

Shear key &

Catcher, Typ

Existing

Abutment

Add new End

Diaphragm

C12 x 30

Exist Fixed

Bearing

3

1

#5 Drill & Bond

Dowels, Total 3 @

12 in 6" Deep Holes

#5 Drill & Bond

Dowels, Total 3 @

12 in 6" Deep Holes

#5, Total 9

#4 @ 12

#4 @ 12 , Max

#4 @ 12

#4 @ 12 , Max

20'-0" ±, Typ

Exist End

Diaphragm

Exist End

Diaphragm

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

1" = 1'-0"

DETAIL A

Detail A

Exist End

Diaphragm

Add new End

Diaphragm

C12 x 30

2"

Exist Bearing

Stiffeners L

P

7

8

" High Strength

Bolts (3)

2

1

2

"

Exist

7

8

" High

Strength Bolts

Exist Girder

New 5" x 1" Shear

Studs @ 12", Typ

3" = 1'-0"

NEW SHEAR CONNECTOR DETAIL

2" 4" 4" 2"

5"

Add New End

Diaphragm

C12 x 30

Exist L Girder

(Composite)

3"

D D

1/2" = 1'-0"

SECTION D-D

Approach

Roadway

2'-1

"

1'-0"

#5 @ 12

#5 TOT 4

#5 @12

#4 @12

3"

3/8" = 1'-0"

EXIST SHEAR STUD REMOVAL

3/8" = 1'-0"

NEW SHEAR STUD INSTALLATION

Exist Girder

Exist Girder

New 5" x 1" Shear

Studs, Typ

Exist Shear Stud Removal

Exist Girder

1

1

2

" ±

3" ± 3" ± 3" ±

1

1

2

" ±

4" ±

Exist Shear Stud Removal

3" = 1'-0"

EXIST SHEAR CONNECTOR DETAIL

Exist Girder

6"

6"

1'-0"

Precast Concrete

Intermediate Deck

Panels (3'-11")

1'-0"

Precast

Concrete End

Deck Panels

(3'-6

1

2

")

#5 @12

#4 @12

3'-6

" , T

yp

Conc End Wall,

Typ

Detail B

Detail B

1'-3

"

1'-0

"

1'-0

"

#5 @ 12 Drill &

Bond Dowels in 6"

Deep Holes.

8 1

/2

"

Add New End

Diaphragm

C12 x 30

Exist End

Diaphragm

Exist L Girder

(Composite)

P

9"

Typ

New Shear Key

& Catcher, Typ

F

F

L Jim Crow Rd

C

Typ

1/2" = 1'-0"

SECTION F-F

Shear key &

Catcher, Typ

Existing

Abutment

Add new End

Diaphragm

C12 x 30


1/2" = 1'-0"

ABUTMENT 2 PLAN

1/2" = 1'-0"

ABUTMENT 2 ELEVATION

L Jim Crow Rd

C

Exist Wingwall, Typ

Existing

Abutment

New Shear Key

& Catcher, Typ

L Abut 2

C

G G

Top Exist

Pedestal

Exist Fixed

Bearing

3

1

3

Notes:

1. For Detail A, see "ABUTMENT 1 DETAILS" sheet.



14

E

E

1/2" = 1'-0"

SECTION E-E

Shear key &

Catcher, Typ

Existing

Abutment

Add new End

Diaphragm

C12 x 30

Exist

Expansion

Bearing

3

1

#4 @ 12

#4 @ 12 , Max

#5 Drill & Bond

Dowels, Total 3 @

12 in 8" Deep Holes

#4 @ 12

#4 @ 12 , Max

#5 Drill & Bond

Dowels, Total 3 @

12 in 8" Deep Holes

Exist End

Diaphragm

Exist End

Diaphragm

7'-8

3

8

" ±, Typ

1

4

'-

6

1

4

"

±

,

T

y

p

1/2" = 1'-0"

SECTION G-G

Exist Wingwall

Approach

Roadway

Exist Railing to

be Removed

California ST-30

Barrier Rail, Typ

#5 Drill & Bond

Dowels, Total 3

@ 12 in 8" Deep

Holes.

#4 Tot 9

1

:

1

3

1

Detail A

Detail B

Detail B

Conc End Wall, Typ

3

'-

6

"

,

T

y

p

1 1/2" = 1'-0"

DRILL & BOND DOWEL DETAIL

1 1/2" = 1'-0"

DETAIL B

4" T

yp

3

1

Top of Exist Conc

Exist Abut

Backwall

Type A Seal

2"

1"

1" Clr

Precast Deck

Panel

#5 Drill & Bond

Dowels @ 12 in 8"

Deep Holes.


9 1

/4

"

PG

Exist L Girder

(Composite)

P

L Jim Crow Rd

C

±

#6 @ 12

#4 @ 12

#7 @ 6

#7 @ 6

#5 @ 6

2"

Clr

1 1

/2

"

Clr

6"

3/4" Drip

Groove, Typ

California ST-30

Barrier Rail, Typ

1" = 1'-0"

TYPICAL SECTION

3/4" = 1'-0"

PANEL LONGITUDINAL REINFORCING SPLICE DETALS

B

B

3" = 1'-0"

DETAIL "A"

8"

Const Joint

Cast - In - Place Curb,

Precast Concrete

Deck Panels

8 Spaces @ 9 1/2"

Detail "A"

6"

3"

3"

A A

3" = 1'-0"

SECTION A-A

3" = 1'-0"

SECTION B-B

Longitudinal

Reinf

1/4" x 3" Studs

Typ

1/4" x 3" Studs

4" Clr

Longitudinal

Reinf (Lapped)

#7 Trans Reinf

Concrete Fill

Built - Up Steel

Channel (Galvanized)

#7 Trans Reinf

Longitudinal

Reinf (Lapped)

1 1

/4

"

Built - Up Steel

Channel

Backer Rod

End Plate1/4" x 3" Studs

1 1

/4

"

1"

New 5" x 1" Shear

Studs, Typ

L Detail "A"

C

2" 2"

L Detail "A"

C

1"

Typ

Concrete Fill

4

Notes:

1. All reinforcing steel to be epoxy coated.

2. The Contractor must verify all controlling field dimensions before

ordering or fabricating any material.

3. For location of scuppers, see "DECK PANEL DETAILS NO. 1" sheet.

4. For tubular hand railing details not shown, see "DECK PANEL

DETAILS NO. 2" sheet.

5. Precast concrete deck panels and cast-in-place curbs must be

lightweight concrete.

#4 @ 9

1

2

#6 @ 9

1

2

Exist 12"

Wide Girder

Flange, Typ

Scupper, See

Note 3, Typ

Blockout, Typ

15

Tubular Hand

Railing (Modified),

Typ. See Note 4

Concrete Fill

1" , T

yp

B11-65

-

RSP

B11-65

-

RSP


L A

bu

t 1

C

L A

bu

t 2

C

Intermediate Precast Slab Panels B Total 17 = 68'-1"

±

±

13+00 13+50

1" = 5'

DECK PANEL LAYOUT - PLAN

L Jim Crow Rd

C

1" = 1'-0"

INTERMEDIATE DECK PANEL DETAILS - PLAN

1" = 1'-0"

DECK PANEL DETAILS - ELEVATION

5 1

/2

"5

1

/2

"

3" x 11" Voids for

Shear Studs, Typ

End Precast Slab Panel A

9 1

/4

"

8"

L Jim Crow Rd

C

Exist Girder, Typ

2 1

/2

"2

1

/2

"

7 S

pa

ce

s @

6

"

4"

Typ

#7 @ 6, Tot 8

End Precast Slab Panel A

Typ

1"

13 + 50

5

16

Notes:




1'-0

"

4'-3" 4'-3"

Typ

L Girder = L Voids

C C

L Girder = L Voids

C C

#4 & # 6 @ 12 ", Typ

Extension of

Reinf, Typ

#5 @ 6,

Typ

Location of

scupper, Typ

LEGEND

Indicates Panel Type

A

Exist Steel Girder, Typ

#4 & # 6 @ 9

1

2

"


1" = 1'-0"

END DECK PANEL DETAILS - PLAN

6

17

Notes:




5 1

/2

"

2 1

/2

"2

1

/2

"

5 S

pa

ce

s @

6

"

4"

Typ

#7 Tot 8

#4 & # 6 @ 12 ", Typ

4'-3"4'-3"

L Girder = L Voids

C C

L Girder = L Voids

C C

#5

2 S

pa

ce

s E

Q

1'-0

"

Typ

Extension of

Reinf, Typ

#4 & # 6 @ 9

1

2

"

3'-6

1

2

" ±

1 1/2" = 1'-0"

HAND RAILING DETAILS

1'-1

0"

8"

8"

6"

2"

4"

2"

Note:

For details not shown, see .

B11-51

_

L 1/2" Bolts w/

Washers & Nuts, Typ

C

TS 2 x 2 x 3/16

TS 2 x 2 x 3/16 Post

TS 2 x 2 x 3/16

TS 3 x 2 x 3/16

JIM CROW ROAD BRIDGE REHABILITATION INDEX OF SHEETS

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