49 mountain house rd - sierra county, california

SITE

293

3

0

49

49

GOODYEARS BAR

DOWNIEVILLE

M

O

U

N

T

A

IN

H

O

U

S

E

R

D

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

SITE

Nevada City

Sierra City

COUNTY OF SIERRA, CALIFORNIA - DEPARTMENT OF TRANSPORTATIONPROJECT PLANS FOR CONSTRUCTION OF

MOUNTAIN HOUSE ROAD STORM DAMAGE REPAIRMOUNTAIN HOUSE LOCATION 1 FEDERAL AID PROJECT NO. BRLO-32LO(484)

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 - LOCATION 1

3. CROSS SECTIONS - LOCATION 1





8. LAYOUT - LOCATION 4B

9. MISCELLANEOUS DETAILS - LOCATION 4B

10. CROSS SECTIONS - LOCATION 4B

11. CONSTRUCTION AREA SIGNS

12. CONSTRUCTION DETAILS

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)

RSP A20A PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS

RSP A20B PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS

RSP A20E PAVEMENT MARKERS AND TRAFFIC LINES - TYPICAL DETAILS FOR

CONTRAST STRIPING

A73B MARKERS

D88 CONSTRUCTION LOADS ON CULVERTS

D94A METAL AND PLASTIC FLARED END SECTIONS

D97A CORRUGATED METAL PIPE COUPLING DETAILS NO.1 - ANNULAR COUPLING

BAND BAR AND STRAP AND ANGLE CONNECTIONS

D97C CORRUGATED METAL PIPE COUPLING DETAILS NO. 3 - HELICAL AND

UNIVERSAL COUPLERS

D97D CORRUGATED METAL PIPE COUPLING DETAILS NO. 4 - HUGGER COUPLING

BANDS

D97E CORRUGATED METAL PIPE COUPLING DETAILS NO. 5 - STANDARD JOINT

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

SITE MAP

NO SCALE

VICINITY MAP

NO SCALE

LOCATION TABLE

1

2

3

4

SITE

NO.

BRIDGE DESCRIPTION LONGITUDELATITUDE

MOUNTAIN HOUSE ROAD

LOCATION 1

-120.89032039.533391

-120.89325039.531710

-120.89639039.524305

-120.89848839.515150

1 12N/ACO. RD.SIERRA3

PREPARED FOR THE

BRIDGE NO.

POST MILE

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:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS

Sacramento, California 95831 (916) 421-1000

7415 Greenhaven Dr. Suite 100

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SHEET OF

SHEETS

1

SIERRA COUNTY

DEPARTMENT OF TRANSPORTATION

1

N/A

AS SHOWN

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS 10/2019TITLE SHEET

N/A

10/2019

MOUNTAIN HOUSE ROAD

LOCATION 2

MOUNTAIN HOUSE ROAD

LOCATION 3

MOUNTAIN HOUSE ROAD

LOCATION 4B

MOUNTAIN HOUSE LOCATION 2 FEDERAL AID PROJECT NO. BRLO-32LO(485)MOUNTAIN HOUSE LOCATION 3 FEDERAL AID PROJECT NO. BRLO-32LO(486)

MOUNTAIN HOUSE LOCATION 4B FEDERAL AID PROJECT NO. BRLO-32LO(487)

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

10/2019

10/2019

10/2019

12

REGISTERED CIVIL ENGINEER DATE

10/7/2019

12/3/2019

12/3/2019

Tim H. Beals

REMOVE 54 LF ± EXIST 30" CMP CULVERT

64 LF 30" CMP

8'

30" STEEL FLARED END SECTION (FES)

2' DEEP MIN RSP (150 LB, CLASS III, METHOD B)

RSP FABRIC (CLASS 8)

CP3

CP2

STATION = 0+00.00

BEGIN PROJECT

CONFORM TO EXISTING

STATION = 0+84.00

END PROJECT

CONFORM TO EXISTING

0+

00

0

+

8

4

STA = 0+70.00

EXIST ELEV = 3012.72

STA = 0+30.00


STA = 0+00


STA = 0+52.37


STA = 0+84.00


7

.

0

'

5.0'

R

2

7

.0

'

L1

L

2

C

1

R

/W

R

/

W

R

/

W

R

/W

R

/W

R

/

W

RSP (1/2 TON, CLASS III, METHOD B)


TOE OF RSP

TOE OF FILL

LINETABLE: MOUNTAIN HOUSE ROAD - LOCATION 1 ALIGNMENT

LINE #

L1

L2

LENGTH

10.62

24.84

DIRECTION

N83° 03' 42.71"W

N18° 49' 16.46"E

START POINT

(6874641.44, 2322159.28)

(6874608.35, 2322196.47)

END POINT

(6874630.90, 2322160.57)

(6874616.37, 2322219.98)

CURVE TABLE: MOUNTAIN HOUSE ROAD - LOCATION 1 ALIGNMENT

CURVE #

C1

RADIUS

27.30

LENGTH

48.54

DELTA

101°52'59.17"

CHORD DIRECTION

N32° 07' 13.12"W

CHORD LENGTH

42.40

START POINT

(6874630.90,2322160.57)

END POINT

(6874608.35,2322196.47)


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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SHEET OF

SHEETS

2

SIERRA COUNTY


2

N/A

1'=10"

LAYOUT - LOCATION 1

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

TRACKING DATA

CP #1 TO CP #4: DISTANCE = 188.79', COURSE = N3°42' 01.07"W

CP #2 TO CP #1: DISTANCE = 124.65', COURSE = S70°10' 08.41"E



CP #4 TO CP #3: DISTANCE = 211.42', COURSE = S49°25' 54.67"W

CP #2 TO STA 0+00: DISTANCE = 5.57', COURSE = S66°02'40.18"E

CP #2 TO STA 0+84: DISTANCE = 61.77', COURSE = N18°51'01.12"W


CP #3 TO STA 0+84: DISTANCE = 61.23', COURSE = N35°30'37.40"E

LEGEND

SURVEY NOTES:

HORIZONTAL DATUM: CALIFORNIA STATE PLANE ZONE II

NAD83 (2010.0) HPGN BASED ON GPS OBSERVATIONS

VERTICAL DATUM: NAVD88 BASED ON GPS OBSERVATIONS AT P146 CORS & P346

CORS

PRESERVATION OF SURVEY MONUMENTS

CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND/OR PERPETUATION OF ALL

EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES,

STREETS, HIGHWAYS, OR OTHER RIGHTS-OF-WAY EASEMENTS, OR PROVIDE

SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO

CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING

DAYS NOTICE TO BOTH HIS CIVIL ENGINEER AND THE COUNTY'S RESIDENT

ENGINEER PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. THE

CONTRACTOR'S CIVIL ENGINEER OR SURVEYOR IN RESPONSIBLE CHARGE OF THE

WORK SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE

PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH

THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE

SECTION 8771.

POINT #

#1

#2

#3

6874753.58', 2322119.24'

6874636.32', 2322161.53'

6874580.80', 2322170.14'

CONTROL POINT TABLE DATA

2999.61'

3009.80'

3013.00'

6MGE010200-23/ 1/2" RBR

ELEVATION EASTING, NORTHING DESCRIPTION

6MGE010200-24/ 1/2" RBR

6MGE010200-22/ 1/2" RBR

#4

6874741.40', 2322307.64'3022.22'

6MGE010200-21/ 1/2" RBR

DESCRIPTIONQUANTITIES SYMBOL

PERMANENT EROSION CONTROL PLAN

CALTRANS BMP

CALTRANS STD

PLANS

EROSION CONTROL

(HYDROSEED)

1,400 SF

EC-3

&

EC-4

N/A

NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS.

2. ALL CUT AND FILL SLOPES MUST BE HYDROSEEDED AFTER CONSTRUCTION.

3. SEE THE SPECIAL PROVISIONS FOR THE REQUIRED SEED MIX.

CP#

CONTROL POINT

TREE

12

RSP, 150LB, CLASS III

RSP, 1/2 TON, CLASS III

MARKER (CULVERT)

10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

RSP (150 LB, CLASS III,

METHOD B)

30" CMP

ELEV=3012.28'

STA 0+52.37

1

:

1

M

A

X

EDGE OF ROAD

FES

INVERT ELEV 3010.4

OG

RSP (1/2 TON, CLASS III,

METHOD B)

HALF CIRCLE OUTLET PIPE

INVERT ELEV 3006.2

7.4%

10.0'

14.4'

8.3'

6.0'

NTS

ELEV=3012.56'

STA 0+70

EDGE OF ROAD

FILL

CUT

8.5'

15.1'

6.0'

10.1'

NTS

1

.

2

5

:

1

M

A

X

ELEV=3011.25'

STA 0+30

EDGE OF ROAD

FILL

16.0'

7.4'

6.0'

10.6'

NTS

NTS

1

.

2

5

:

1

M

A

X

ELEV=3009.35'

STA 0+00

EDGE OF ROAD

FILL

7.4

'

15.1'

NTS

1

.

2

5

:

1

M

A

X

ELEV=3012.81'

EDGE OF ROAD

FILL

STA 0+84

14.8'

12

.4

'

6.6'

10.1'

NTS

1

.

2

5

:

1

M

A

X


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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SHEET OF

SHEETS

3

CROSS SECTIONS - LOCATION 1

SIERRA COUNTY


N/A

3

N/A

NTS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

12

NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE

ORDERING OR FABRICATING ANY MATERIALS.

2. SEE "CONSTRUCTION DETAILS" SHEET FOR RSP AND HALF CIRCLE OUTLET PIPE DETAIL.

3. ALL BACKFILL COMPACTED TO 95% RELATIVE COMPACTION.

10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

52 LF 30" CMP

TOE OF FILL

CP1

CP2

8

'



TOE OF RSP

4

+

0

0

5

+

0

0

6+

00

STATION=6+30.00

END PROJECT

CONFORM TO EXISTING

STATION=5+30.00

BEGIN PROJECT

CONFORM TO EXISTING

STA = 6+30.00

ELEV = 3299.25

STA = 5+86.56

ELEV = 3301.66

STA = 5+40.00

ELEV = 3303.18

STA = 5+30

ELEV = 3303.51

STA = 6+20.00

ELEV = 3300.13

L

1

C

1

STA = 5+60.00

ELEV = 3302.53

STA = 5+80.00

ELEV = 3301.87

STA = 6+00.00

ELEV = 3301.22

R

/W

R

/

W

R

/

W

R

/W

R

/

W

R

/

W

1

5

.0

'

1

0

.0

'

1

5

.

0

'

1

0

.

0

'



REMOVE 42 LF ± EXIST

18" CMP CULVERT

30" STEEL FLARED

END SECTION (FES)

REMOVE 42 LF ± EXIST 18" CMP CULVERT


LINE #

L1

LENGTH

3.04

DIRECTION

N78° 17' 05.20"W

START POINT

(6873913.79, 2321862.86)

END POINT

(6873910.81, 2321863.47)


CURVE #

C1

RADIUS

50.00'

LENGTH

96.96'

DELTA

111° 06' 10"

CHORD DIRECTION

N22° 43' 59.44"W

CHORD LENGTH

82.46

START POINT

(6873910.81, 2321863.47)

END POINT

(6873878.94, 2321939.53)


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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SHEET OF

SHEETS

4

SIERRA COUNTY


4

N/A

1"=10"

LAYOUT - LOCATION 2

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

TRACKING DATA

CP #1 TO CP #3: DISTANCE = 212.03', COURSE = N24° 46' 21.20"W

CP #2 TO CP #1: DISTANCE = 160.93', COURSE = S66° 06' 34.79"E

CP #3 TO CP #2: DISTANCE = 140.05', COURSE = S24° 36' 01.60"W





SURVEY NOTES:

HORIZONTAL DATUM: CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE II

NAD83(2010.0) CA HPGN BASED ON GPS OBSERVATIONS

VERTICAL DATUM: NAVD88 BASED ON GPS OBSERVATIONS AT P146 CORS & P346

CORS













SECTION 8771.

POINT #

#1

#2

#3

6874032.45', 2321826.93'

6873885.31', 2321892.11'

6873943.61', 2322019.45'


3313.94'

3300.85'

3291.78'

6MGE010200-32/ 1/2 RBR


6MGE010200-30/ 60D

6MGE010200-31/ 1/2



CALTRANS BMP

CALTRANS STD

PLANS

EROSION CONTROL

(HYDROSEED)

750 SF

EC-3

&

EC-4

N/A

12

NOTES:




LEGEND

CP#

CONTROL POINT

TREE



MARKER (CULVERT)

10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

ELEV=3301.66'


METHOD B), TYP

1

.

2

5

:

1

M

A

X

L ROAD

C

15'10'

FILL, TYP

INVERT ELEV 3297.1

FES

OG

RSP (150 LB, CLASS

III, METHOD B)

30" CMP


15.4

%

13.3'

12.3

'

INVERT ELEV 3289.2

L ROAD

C

15'10'

CUT, TYP

1

.

2

5

:

1

M

A

X

11.2'

10.8'

6'

ELEV=3302.53'

L ROAD

C

15'10'

1

.

2

5

:

1

M

A

X

FILL, TYP

11.1'

6'

11.8'

ELEV=3300.81'

L ROAD

C

15'10'

1

.

2

5

:

1

M

A

X

FILL, TYP

6'

10.5'

13.5'

ELEV=3299.25'

L ROAD

C

15'10'

1

.

2

5

:

1

M

A

X

2%,TYP

2%,TYP

6'

10.1'

9.3

'


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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5

SIERRA COUNTY


5

N/A

NTS


N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

STA 5+86.56

STA 6+10

STA 5+60STA 5+40

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

STA 6+30

12

NTS

NTS

NTS NTS

NTS

NOTES:





10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

REMOVE 20 LF ± EXIST 18" CMP

8

'



CP3

CP2

TOE OF FILL



TOE OF RSP

4+00

5

+

0

0

6+

00

STATION=5+73.00

END PROJECT

CONFORM TO EXISTING

STATION=4+60.00

BEGIN PROJECT

CONFORM TO EXISTING

STA = 5+73.00

ELEV = 3641.90

STA = 5+70.00

ELEV = 3642.00

STA = 5+40.00

ELEV = 3643.56

STA = 4+97.62

ELEV = 3645.69

STA = 4+60.00

ELEV = 3645.40

1

9

.7

'

16.5'

R

1

8

.

0

'

L

1

L2

C

1

R

/W

R

/

W

R/W

R/W

R

/W

72 LF 30" CMP CULVERT

30" STEEL FLARED

END SECTION (FES)

EXIST CMP , PROTECT IN PLACE


LINE #

L1

L2

LENGTH

6.47

45.72

DIRECTION

S70° 58' 48.76"W

N7° 07' 24.71"E

START POINT

(6872997.64, 2318978.87)

(6872951.98, 2319008.85)

END POINT

(6872991.52, 2318976.76)

(6872957.64, 2319054.21)


CURVE #

C1

RADIUS

30.00'

LENGTH

60.81'

DELTA

116° 08' 40"

CHORD DIRECTION

N50° 56' 53.27"W

CHORD LENGTH

50.92

START POINT

(6872991.52, 2318976.76)

END POINT

(6872951.98, 2319008.85)


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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by kaiw

ang

SHEET OF

SHEETS

6

SIERRA COUNTY


6

N/A

1"=10'

LAYOUT - LOCATION 3

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

TRACKING DATA

CP #1 TO CP #2: DISTANCE = 142.22', COURSE = S82°33'30.85"W

CP #1 TO CP #3: DISTANCE = 136.17', COURSE = N78°38'04.62"W

CP #1 TO CP #4: DISTANCE = 176.95', COURSE = N61°46'02.86"W

CP #3 TO CP #2: DISTANCE = 45.87', COURSE = S9°25'52.00"W

CP #4 TO CP #3: DISTANCE = 82.85', COURSE = S3°47'53.04"E





SURVEY NOTES:


NAD83(2010) CA HPGN

VERTICAL DATUM: NAVD88 BASED ON GPS OBSERVATIONS AT ORVB


CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND/OR PERPETUATION OF ALL EXISTING

MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER

RIGHTS-OF-WAY EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR

REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING

DAYS NOTICE TO BOTH HIS CIVIL ENGINEER AND THE COUNTY'S RESIDENT ENGINEER PRIOR TO

DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. THE CONTRACTOR'S CIVIL ENGINEER OR

SURVEYOR IN RESPONSIBLE CHARGE OF THE WORK SHALL COORDINATE WITH CONTRACTOR TO

RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED

DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE

SECTION 8771.

POINT #

#1

#2

#3

6873096.20', 2318996.97'

6872955.18', 2318978.55'

6872962.70', 2319023.80'


3651.28'

3645.25'

3642.20'

6MGE010200-41/ 1/2" RBR


6MGE010200-42/ 1/2" RBR

6MGE010200-43/ 60D

#4

6872957.21', 2319106.47'

6MGE010200-44/ 1/2" RBR

3639.85'



CALTRANS BMP

CALTRANS STD

PLANS

EROSION CONTROL

(HYDROSEED)

1250 SF

EC-3

&

EC-4

N/A

12

NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS

BEFORE ORDERING OR FABRICATING ANY MATERIALS.



LEGEND

CP#

CONTROL POINT

TREE



REMOVE TREE, TOTAL 1

MARKER (CULVERT)

10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

STA 5+40

ELVE=3643.56'

L ROAD

C

10'

CUT, TYP

VARIES

10' MIN

NTS

4.0

'

10.8'

STA 4+97.62

ELVE=3645.69'

L ROAD

C

10'


METHOD B)

30"CMP

FES

INVERT ELEV 3642.3

INVERT ELEV 3628.8

OG

VARIES

10' MIN

FILL, TYP

RSP (1/2 TON, CLASS

III, METHOD B)


1

9

.9

6

%

NTS

9.3'

7.2'

3.6'

STA 4+60

ELVE=3645.40'

L ROAD

C

VARIES

10' MIN

10'

NTS

VARIES

10' MIN

ELVE=3642.00'

L ROAD

C

10'

STA 5+70

13

.2

'

11.1'

6.0'

NTS

ELVE=3641.90'

L ROAD

C

10' 16.5'

STA 5+73

NTS


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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SHEET OF

SHEETS

7

SIERRA COUNTY


7

N/A

AS SHOWN


N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

12

NOTES:





10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

TOP OF CUT

CP1

CP2

F

A

L

L

E

N

2

4

"

F

IR

GR

AD

E D

ITC

H T

O D

RA

IN

5+

00

6

+

0

0

7

+

0

0

STATION=4+50.00

BEGIN PROJECT

CONFORM TO EXISTING

STATION=7+00.00

END PROJECT

CONFORM TO EXISTING

STA = 4+50.00

ELEV = 4039.34

STA = 7+00.00

ELEV = 4022.23

STA = 5+40.00

ELEV = 4033.60

STA = 6+00.00

ELEV = 4029.48

STA = 6+40.00

ELEV = 4026.59

STA = 5+00.00

ELEV = 4036.19

L1

L

2

L

3

C

1

C

2

C

3

L

4

L5

C

4

C

5

R/W

R

/

W

F

A

L

L

E

N

2

4

"

F

IR

GRADE DIT

CH TO D

RAIN

LINE TABLE: MOUNTAIN HOUSE ROAD - LOCATION 4B ALIGNMENT

LINE #

L1

L2

L3

LENGTH

94.10

16.83

33.30

DIRECTION

N83° 28' 44.24"W

N42° 29' 05.40"W

N17° 58' 17.52"E

START POINT

(6872548.36, 2315392.45)

(6872423.68, 2315419.04)

(6872401.62, 2315480.65)

END POINT

(6872454.87, 2315403.13)

(6872412.31, 2315431.46)

(6872411.90, 2315512.33)

CURVE TABLE: MOUNTAIN HOUSE ROAD - LOCATION 4B ALIGNMENT

CURVE #

C1

C2

C3

RADIUS

200.00'

50.00'

50.00'

LENGTH

17.24'

35.77'

52.76'

DELTA

4° 56' 20"

40° 59' 40"

60° 27' 20"

CHORD DIRECTION

N81° 00' 34.58"W

N62° 58' 54.82"W

N12° 15' 23.94"W

CHORD LENGTH

17.23

35.02

50.34

START POINT

(6872565.38, 2315389.76)

(6872454.87, 2315403.13)

(6872412.31, 2315431.46)

END POINT

(6872548.36, 2315392.45)

(6872423.68, 2315419.04)

(6872401.62, 2315480.65)


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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Last O

pened: N

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by kaiw

ang

SHEET OF

SHEETS

8

SIERRA COUNTY


8

N/A

1"=10'

LAYOUT - LOCATION 4B

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

TRACKING DATA

CP #1 TO CP #2: DISTANCE = 136.51', COURSE = N79° 33' 21.27"W

CP #2 TO CP #3: DISTANCE = 228.85', COURSE = N7° 33' 25.93"E

CP #3 TO CP #1: DISTANCE = 272.31', COURSE = S22° 29' 09.76"E

CP #1 TO STA 4+50: DISTANCE = 11.81', COURSE = S17° 24' 55.08"E

CP #1 TO STA 7+00: DISTANCE = 186.92', COURSE = N53° 26' 26.99"W

CP #2 TO STA 4+50: DISTANCE = 142.07', COURSE = S75° 21' 04.35"E

CP #2 TO STA 7+00: DISTANCE = 88.04', COURSE = N10° 24' 14.62"W

SURVEY NOTES:


NAD83(2010) CA HPGN

VERTICAL DATUM: NAVD88 BASED ON GPS OBSERVATIONS AT P146













SECTION 8771.

POINT #

#1

#2

#3

6872562.04', 2315400.99'

6872427.80', 2315425.73'

6872457.89', 2315652.59'


4038.94'

4031.67'

4009.94'

6MGE010200-63/ 1/2 RBR


6MGE010200-62/ 1/2 RBR

6MGE010200-64/ 1/2 RBR



CALTRANS BMP

CALTRANS STD

PLANS

EROSION CONTROL

(HYDROSEED)

9,000 SF

EC-3

&

EC-4

N/A

FALLEN 24" FIR

FALLEN TREE

12

NOTES:



3. SEE THE SPECIFICATION PROVISIONS FOR THE REQUIRED SEED MIX.

4. SEE " MISCELLANEOUS DETAILS - LOCATION 4B" FOR BENCH AND TREE REMOVAL DETAILS.

LEGEND

CP#

CONTROL POINT

TREE

10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

TOP OF CUT

CP1

CP2

F

A

L

L

E

N

2

4

"

F

IR

5+

00

6

+

0

0

STATION=4+50.00

BEGIN PROJECT

CONFORM TO EXISTING

STA = 4+50.00

ELEV = 4039.34

STA = 5+40.00

ELEV = 4033.60

STA = 6+00.00

ELEV = 4029.48

STA = 5+00.00

ELEV = 4036.19

L1

L

2

C

1

C

2

L

4

L5

C

4

C

5

R

/W

L BENCH

C

F

A

L

L

E

N

2

4

"

F

IR

GRADE DIT

CH TO D

RAIN

L BENCH

C

1

:

1

.

2

5

M

A

X

10.0' 3.0'

5%

GRADE TO

DRAIN

LINE TABLE: MOUNTAIN HOUSE ROAD - LOCATION 4B BENCH ALIGNMENT

LINE #

L4

L5

LENGTH

59.47

50.24

DIRECTION

S75° 48' 15.03"W

S87° 23' 11.00"W

START POINT

(6872561.17, 2315362.36)

(6872495.53, 2315346.59)

END POINT

(6872503.51, 2315347.77)

(6872445.34, 2315344.30)

CURVE TABLE: MOUNTAIN HOUSE ROAD - LOCATION 4B BENCH ALIGNMENT

CURVE #

C4

C5

RADIUS

40.00'

40.00'

LENGTH

8.09'

51.71'

DELTA

11° 35' 00"

74° 04' 00"

CHORD DIRECTION

S81° 35' 43.02"W

N55° 34' 48.28"W

CHORD LENGTH

8.07

48.18

START POINT

(6872503.51, 2315347.77)

(6872445.34, 2315344.30)

END POINT

(6872495.53, 2315346.59)

(6872405.60, 2315371.54)


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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Last O

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by kaiw

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SHEET OF

SHEETS

9

SIERRA COUNTY


9

12

N/A

AS SHOWN

MISCELLANEOUS DETAILS - LOCATION 4B

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

LEGEND

NOTE

THE CONTRACTOR MAY USE EXISTING MATERIAL ON ROAD OR SLOPE EXCAVATION

TO CONSTRUCT EQUIPMENT ACCESS TO CONSTRUCT BENCH. RESTORE ACCESS

AREA WHEN NO LONGER NEEDED.

NOTES:



REMOVE TREE, TOTAL 18

FALLEN 24" FIR

FALLEN TREE

TREE

CLEARING AND GRUBBING

TYPICAL BENCH SECTION

SCALE: 1"=10'

NTS

10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

ELEV=4039.06'

ELEV=4038.71'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4038.36' ELEV=4037.45'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4037.54'

ELEV=4036.19'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4034.91'

ELEV=4036.69'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4033.60'

ELEV=4035.66'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4034.50' ELEV=4032.25'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4033.18'

ELEV=4030.88'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4029.48'

ELEV=4031.57'

L ROAD

C

9'9'

CUT, TYP

ELEV=4028.04'

ELEV=4029.58'

L ROAD

C

9'9'CUT, TYP

ELEV=4039.35'

L ROAD

C

9'9'

1

:

1

.

2

5

M

A

X

CUT, TYP

ELEV=4027.78'

ELEV=4026.59'

L ROAD

C

9'9'

CUT, TYP

ELEV=4025.14'

ELEV=4025.89'

L ROAD

C

9'9'

ELEV=4023.68'

ELEV=4024.05'

L ROAD

C

9'9'

ELEV=4022.23'

L ROAD

C

9'9'

STA 4+60


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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by kaiw

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SHEET OF

SHEETS

10

SIERRA COUNTY


N/A

NTS

CROSS SECTIONS - LOCATION 4B

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

STA 4+80 STA 5+00

STA 5+20 STA 5+40

STA 5+60

STA 6+20STA 6+00

STA 5+80

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

STA 4+50

STA 6+40 STA 6+60 STA 6+80 STA 7+00

10

12

NOTES:



10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

49

GOODYEARS BAR

H

O

U

S

E

R11-3a

WOODRUFF CREEK

Y

O

U

N

G

A

M

E

R

I

C

A

C

R

E

E

K

CONSTRUCTION

LOCATION 4B

CONSTRUCTION

LOCATION 2

CONSTRUCTION

LOCATION 3

CONSTRUCTION

LOCATION 1

MO

UN

TA

IN

H

E

N

N

E

S

S

O

L

D

T

O

L

L

B

R

ID

G

E

R

D

ROAD CLOSED

1.4 MILES AHEAD

R11-3a

ROAD CLOSED

1.5 MILES AHEAD

ROAD WORK

END

G20-2

HOUSE RD

ROAD WORK

END

G20-2

WORK

ROAD

AHEAD

W20-1

WORK

ROAD

AHEAD

W20-1

P

A

S

S

R

D

T

A

I

N

R

D

M

O

U

N


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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SHEET OF

SHEETS

11

SIERRA COUNTY


N/A

NTS

J. SIEMERS

K. WANG

K. WANG

J. SIEMERSCONSTRUCTION AREA SIGNS

N/A

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

11

12

NOTES:



10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019


METHOD B)

30" CMP

1

:

1

M

A

X

EDGE OF ROAD

FES

INVERT ELEV 3010.4

OG


METHOD B)


INVERT ELEV 3006.2

7.4%

10.0'

14.4'

8.3'

6.0'


METHOD B), TYP

1

.

2

5

:

1

M

A

X

L ROAD

C

15'10'

FILL, TYP

INVERT ELEV 3297.1

FES

OG

RSP (150 LB, CLASS

III, METHOD B)

30" CMP


15.4

%

13.3'

12.3'

INVERT ELEV 3289.2

L ROAD

C

10'


METHOD B)

30"CMP

FES

INVERT ELEV 3642.3

INVERT ELEV 3628.8

OG

VARIES

10' MIN

FILL, TYP

RSP (1/2 TON, CLASS

III, METHOD B)


1

9

.9

6

%

7.2'




PIPE BEDDING

(EMBANKMENT)

TOE OF RSP

TOE OF RSP

6.0'

TOE OF RSP

A

A

B

B

C

C

8.0'


METHOD B)


METHOD B)

EDGE OF ROAD

30" CMP

8.0'


METHOD B)


METHOD B)

EDGE OF ROAD

30" CMP

8.0'



METHOD B)


METHOD B)

EDGE OF ROAD

30" CMP

PIPE BEDDING

(EMBANKMENT)

RSP FILTER FABRIC

(CLASS B)



LOCATION 1LOCATION 2 LOCATION 3

SECTION B-BSECTION A-A

1"=10'1"=10'

1"=10'

1"=10'1"=10'

SECTION C-C

1"=10'

9.3'

1

6

D

HALF CIRCLE OUTLET PIPE CONNECTION

OUTLET PIPE CONNECTION

10" x 3"

BOLT & NUT

OUTLET PIPE

3" WASHER

2 PLACES

CULVERT

VARIABLE - CUT ONLY

IF REQ'D TO FIT SLOPE

NTS

1

3

D

1

6

D

NTS

1

0

'

-

0

"

M

I

N


PREPARED FOR THE

BRIDGE NO.

POST MILE

MARK

REVISIONS

DESCRIPTIONDATE BY

CIVIL ENGINEER:

DESIGNED BY:

CHECKED BY:

0 1 2 3

FOR REDUCED PLAN


SCALE:

CHKD

DRAWN BY:

DATE

CI#

DWG#

DATE:

FILE#

NO.

SHEET

TOTAL PROJECT

POST MILES

ROUTECOUNTYDIST

PLANS APPROVAL DATE

TOTAL

SHEETS



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Last O

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by kaiw

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SHEET OF

SHEETS

12

SIERRA COUNTY


12

N/A

AS SHOWN

CONSTRUCTION DETAILS

N/A

J. SIEMERS

K. WANG

K. WANG

J. SIEMERS

MOUNTAIN HOUSE ROAD

STORM DAMAGE REPAIR

12

DITCH DETAIL

NTS

1'

OG

FG

1'

2%

1

:

1

.

2

5

NOTES:



10/2019

10/2019

10/2019

10/2019

10/2019


10/7/2019

12/3/2019

49 mountain house rd - sierra county, california

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