293

3

0

49

49

DOWNIEVILLE

LOCATION

GOODYEARS BAR

BRANDY CITY

Forest

Alleghany

Moores Flat

Graniteville

Pike

Brandy City

Goodyears Bar

Sierra County line

Sierraville

Loyalton

89

49

49

49

89

49

Haskell Peak

80

Downieville

To Quincy

To Sacramento

Truckee

To Grass

To Reno

Valley and

SITES

Nevada City

Sierra City

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

BRIDGE NO.

POST MILE

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS

SIERRACO. RD.

N/A

SIERRA COUNTY

N/A03

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN

ORIGINAL SCALE IN INCHES

SCALE:

CHKD

DRAWN BY:

J. SIEMERS

K. WANG

DATE

CI#

DWG#

DATE:

FILE#

OF SHTS.

SHEET NO.

N/A

Sacramento, California 95831 (916) 421-1000

7415 Greenhaven Dr. Suite 100

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by R

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lotted: Jun 04, 2020 - 9:13am

by R

YA

N2

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5/20/2020

5/20/2020

5/20/2020

K. WANG 5/20/2020

J. SIEMERS 5/20/2020

REGISTERED CIVIL ENGINEER DATE

5/20/2020

SIERRA COUNTY

STORM DAMAGE REPAIR

5/20/2020

COUNTY OF SIERRA, CALIFORNIA - DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION OF

SIERRA COUNTY 2017 Storm Damage RepairJIM CROW ROAD PROJECT

TIM BEALS

DIRECTOR OF PUBLIC WORKS

PLAN APPROVAL DATE

JOACHIM SIEMERS, P.E.

PROJECT ENGINEER

PLACER

N

E

V

A

D

A

Y

U

B

A

BUTTE

PLUMAS

LASSEN

LOCATION MAP

SACRA-

GLENN

SU

TT

ER

YOLO

COLUSA

C

A

L

A

V

E

R

A

SAMADOR

EL DORADO

ALPINE

MENDOCINO

HUMBOLDT

DEL NORTE

RIVERSIDE

ORANGE

SAN DIEGO

IMPERIAL

VENTURA

MONTEREY

BARBARA

SANTA

LUIS

OBISPO

SAN

KINGS

J

O

A

Q

U

I

N

ALAMEDA

SAN MATEO

SANTA

SANT CRUZ

CLARA

SAN FRANCISCO

MARIN

COSTA

SOLANO

CONTRA

M

A

D

E

R

A

S

T

A

N

I

S

L

A

U

S

MERCED

BENITO

SAN

FRESNO

S

A

N

MARIPOSA

TUOLUMNE

LOS ANGELES

KERN

SAN BERNARDINO

TULARE

INYO

MONO

TRINITY

LAKE

SONOMA

NAPA

TEHAMA

SISKIYOU

SHASTA

MODOC

MENTO

NO SCALE

SIERRA COUNTY

INDEX OF SHEETS

SHEET# TITLE

1. TITLE SHEET

2. LAYOUT - JIM CROW ROAD

3. CROSS SECTIONS - JIM CROW ROAD

CALTRANS STANDARD PLAN SHEET NO.

DETAIL NO.

CALTRANS STANDARD PLANS - 2015

A3A ABBREVIATIONS (SHEET 1 OF 3)

A3B ABBREVIATIONS (SHEET 2 OF 3)

A3C ABBREVIATIONS (SHEET 3 OF 3)

A10A LEGEND LINES AND SYMBOLS (SHEET 1 OF 5)

RSP A10B LEGEND LINES AND SYMBOLS (SHEET 2 OF 5)

A10C LEGEND LINES AND SYMBOLS (SHEET 3 OF 5)

A10E LEGEND LINES AND SYMBOLS (SHEET 5 OF 5)

A62F EXCAVATION AND BACKFILL METAL AND PLASTIC CULVERTS

D88 CONSTRUCTION LOADS ON CULVERTS

H51 EROSION CONTROL DETAILS FIBER ROLL AND COMPOST SOCK

H52 ROLLED EROSION CONTROL PRODUCT

RS1 ROADSIDE SIGNS, TYPICAL INSTALLATION DETAILS NO. 1

RS2 ROADSIDE SIGNS - WOOD POST -TYPICAL INSTALLATION DETAILS NO. 2

RS3 ROADSIDE SIGNS - LAMINATED WOOD BOX POST -TYPICAL INSTALLATION

DETAILS NO. 3

T56 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY FIBER

ROLLS)

LOCATIONS OF CONSTRUCTION

NO SCALE

VICINITY MAP

NO SCALE

LOCATION TABLE

LOCATION DESCRIPTION LONGITUDELATITUDE

1

1

1

TITLE SHEET

JIM CROW ROAD

SIERRA COUNTY

STORM DAMAGE REPAIR

-120.83025039.558901

3

3

5/20/2020

L JIM CROW ROAD

C

1 1/2

1

CONCRETED - ROCK SLOPE

PROTECTION (1/2 TON,

CLASS VII, METHOD B)

HYDROSEED OVER JUTE MESH

OG

IMPORTED

EMBANKMENT

MATERIAL

2'-0" MIN

FIBER ROLL, TYP

2'-0"

MIN

EP

RESTORED SHOULDER AREA

ROLLED EROSION CONTROL

PRODUCT (JUTE MESH)

ROA NO.754

ROA NO.715

ROA NO.716

0

+

5

0

1

+

5

0

0

+

0

0

1

+

0

0

1

+

9

4

0

+

4

8

.

0

0

0

+

6

3

.

0

0

0

+

7

8

.

0

0

0

+

8

8

.

0

0

0

+

9

8

.

0

0

L

1

L

2

L

3

C

1

C

2

L

J

I

M

C

R

O

W

R

O

A

D

=

"

J

"

L

I

N

E

C

ROA NO.753

LINE TABLE - "J" LINE

LINE #

L1

L2

L3

LENGTH

38.539

105.987

11.404

DIRECTION

N66° 45' 13.58"E

N60° 04' 07.12"E

N70° 54' 12.38"E

START POINT

(NORTHING, EASTING)

(2329199.3350, 6904683.4230)

(2329224.9844, 6904739.6890)

(2329284.1482, 6904845.3120)

END POINT

(NORTHING, EASTING)

(2329214.5457, 6904718.8333)

(2329277.8677, 6904831.5396)

(2329287.8790, 6904856.0880)

CURVE TABLE - "J" LINE

CURVE #

C1

C2

LENGTH

23.34'

15.16'

RADIUS

200.00'

80.16'

DELTA

6° 41' 10"

10° 50' 10"

START POINT

(NORTHING, EASTING)

(2329214.5457, 6904718.8333)

(2329277.8677, 6904831.5396)

START POINT

(NORTHING, EASTING)

(2329224.9844, 6904739.6890)

(2329284.1482, 6904845.3120)

PLAN

SCALE: 1" = 10'

2

2

LAYOUT - JIM CROW ROAD

2

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

BRIDGE NO.

POST MILE

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS

SIERRACO. RD.

N/A

SIERRA COUNTY

N/A03

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN

ORIGINAL SCALE IN INCHES

SCALE:

CHKD

DRAWN BY:

J. SIEMERS

K. WANG

DATE

CI#

DWG#

DATE:

FILE#

OF SHTS.

SHEET NO.

N/A

Sacramento, California 95831 (916) 421-1000

7415 Greenhaven Dr. Suite 100

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by R

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lotted: Jun 04, 2020 - 9:13am

by R

YA

N2

__

5/20/2020

5/20/2020

5/20/2020

K. WANG 5/20/2020

J. SIEMERS 5/20/2020

REGISTERED CIVIL ENGINEER DATE

5/20/2020

SIERRA COUNTY

STORM DAMAGE REPAIR

5/20/2020

AS SHOWN

DATUM

SURVEY CONTROL POINT DATA

VERTICAL DATUM FOR THIS PROJECT IS NAVD88 -

PROJECT BENCHMARK IS ROA NO 716.

ELEVATION: 3120.21'

BASIS OF BEARING:

NAD 83(2011), CALIFORNIA STATE PLANE COORDINATES, ZONE 2, GRID VALUES

INDICATES LIMITS OF RESTORED SHOULDER AREA

ROA NO.715 TO ROA NO.716: DISTANCE = 146.02', COURSE = S53°38'44"W

ROA NO.716 TO ROA NO.753: DISTANCE = 26.10', COURSE = N16°25'24"E

ROA NO.753 TO ROA NO.754: DISTANCE = 112.41', COURSE = S59°46'06"E

ROA NO.754 TO ROA NO.715: DISTANCE = 238.65', COURSE = N60°19'59"E

ROA NO.715

SURVEY CONTROL POINT

LEGEND

EXISTING TREE

TYPICAL SECTION

SCALE: 1" = 5'

NOTES:

1. EXACT LOCATION OF BEGINNING OF CONSTRUCTION TO BE DETERMINED BY THE ENGINEER.

STA 0+48.00

SEE NOTE 1

BEGIN CONSTRUCTION

CONFORM TO EXIST

STA 0+98.00

END CONSTRUCTION

CONFORM TO EXIST

INDICATES EXISTING AC PAVEMENT

INDICATES LIMITS OF IMPORTED EMBANKMENT MATERIAL

TRACKING DATA

B

C

E

C

CONTROL POINT

ROA NO. 715

NORTHING

2,329,289.58

2,329,203.02

EASTING ELEVATION

3118.22'

3120.21'

DESCRIPTION

SET MAG NAIL

SET 1/2" REBAR & CAP ROA CONTROL

6,904,832.03

6,904,714.43

SET 60D SPIKE2,329,228.06

6,904,721.81

3120.74'

SET MAG NAIL WITH WASHER

2,329,171.466,904,624.69

3118.47'

ROA NO. 716

ROA NO. 753

ROA NO. 754

B

C

E

C

EXIST EP

EXIST EP

EP

INDICATES CROSS SECTION LOCATION

0+78.00

5

0

'

±

M

E

A

S

U

R

E

D

A

L

O

N

G

L

J

I

M

C

R

O

W

R

O

A

D

C

FIBER ROLLS (TYPE 1)

3

3

0+63.00

3095

3100

3110

3120

3130

3095

3100

3110

3120

3130

0 10 200-10-20-30-40-50

0+78.00

3095

3100

3110

3120

3130

3095

3100

3110

3120

3130

0 10 200-10-20-30-40-50

L JIM CROW ROAD

C

0+78.00

OG

L JIM CROW ROAD

C

0+63.00

OG

0+48.00

3095

3100

3110

3120

3130

3095

3100

3110

3120

3130

0 10 200-10-20-30-40-50

L JIM CROW ROAD

C

0+48.00

OG

0+88.00

3095

3100

3110

3120

3130

3095

3100

3110

3120

3130

0 10 200-10-20-30-40-50

0+98.00

3095

3100

3110

3120

3130

3095

3100

3110

3120

3130

0 10 200-10-20-30-40-50

L JIM CROW ROAD

C

0+88.00

OG

L JIM CROW ROAD

C

0+98.00

OG

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

BRIDGE NO.

POST MILE

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS

SIERRACO. RD.

N/A

SIERRA COUNTY

N/A03

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN

ORIGINAL SCALE IN INCHES

SCALE:

CHKD

DRAWN BY:

J. SIEMERS

K. WANG

DATE

CI#

DWG#

DATE:

FILE#

OF SHTS.

SHEET NO.

N/A

Sacramento, California 95831 (916) 421-1000

7415 Greenhaven Dr. Suite 100

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ing N

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Last S

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by R

YA

N2, P

lotted: Jun 04, 2020 - 9:13am

by R

YA

N2

__

5/20/2020

5/20/2020

5/20/2020

K. WANG 5/20/2020

J. SIEMERS 5/20/2020

REGISTERED CIVIL ENGINEER DATE

5/20/2020

SIERRA COUNTY

STORM DAMAGE REPAIR

5/20/2020

1" = 10'

3

3

3

CROSS SECTIONS - JIM CROW ROAD

3

3

LEGEND

INDICATES LIMITS OF IMPORTED EMBANKMENT MATERIAL