Plans.pdf

National Forest Shasta-Trinity

National Forest Six Rivers

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

T it

T R I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

N

Eureka

San

Francisco

Los

Angeles

San

Diego

Sacramento

OREGON

N

EV

A D

A

ARIZONA

I-40

I-10

I-8

I-5 U

S

MEXICO

Redding

CALIFORNIA

STATE OF CALIFORNIA

KEY MAP

20100

Scale in Miles

CA ER 511(1)

CA ER 511(1)

A1

Bridgeville

BridgevilleBridgeville

Ruth Lake

Redway

Hayfork

H u m b o ld t

C o u n ty

T r in it y C o u n ty

LENGTH 0.53 miles

TRINITY COUNTY

SIX RIVERS NATIONAL FOREST

TRINITY NATIONAL FOREST

DUSTIN ROBBINS

Total of 12 separate sites.

Van Duzen Road and Alderpoint Bluff Road.

Road, Mad River Road, Hyampom Road, Storm damage repair work on Ruth-Zenia

TYPE OF CONSTRUCTION:

TRINITY COUNTY RUTH-ZENIA ROAD

LEAD DESIGNER

JACOBS

6%

55 MPH

12%

60%

46 (15% OF ADT)

CA ER 511(1)

Van Duzen Rd

Site 001e(max) ---------------

V --------------------

T --------------------

D --------------------

DHV ------------------

ADT (2042) -----------

ADT (2017) -----------

DESIGN DESIGNATIONS (VAN DUZEN ROAD):

CA ER 511(1)

PM 11.4

Hyampom Rd

Site 006

CA ER 511(1)

PM 7.5

Mad River Rd

Site 007

CA ER 511(1)

PM 8.0

Mad River Rd

Site 008

CA ER 511(1)

PM 17.7

Ruth-Zenia Rd

Site 012

CA ER 511(1)

PM 18.1

Ruth-Zenia Rd

Site 013

CA ER 511(1)

PM 18.75

Ruth-Zenia Rd

Site 014

CA ER 511(1)

PM 6.5

Alderpoint Bluff Rd

Site 015

CA ER 511(1)

PM 16.3

Ruth-Zenia Rd

Site 011

CA ER 511(1)

PM 15.4

Ruth-Zenia Rd

Site 010

CA ER 511(1)

PM 0.15

Mad River Rd

Site 009

CA ER 511(1)

PM 20.2

Hyampom Rd

Site 016

C74036 R E

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LIVIC

D R

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V A

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NROFILAC FO E

TAT

S

08/28/2020

DI

SPRING

U.S. CUSTOMARY

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 1 of 2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

Riprap

Rolled Erosion Control Product (RECP)

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching (Seeding)

A2A2

C74036 R E

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V A

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NROFILAC FO E

TAT

S

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A S y m T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

36 31

36 31

6 1

ˆ

U.S. CUSTOMARY

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

A3

C74036 R E

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NROFILAC FO E

TAT

S

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A S y m T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

Sheet 1 of 2

SURVEY CONTROL

U.S. CUSTOMARY

A4

STATE PROJECT

A

M d e n p w p d p w ic s w o r k in g A S u v T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

STATE PROJECT

A

M d e n p w p d p w ic s w o r k in g A S u v T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

National Forest Six Rivers

M a d R iv e r R d

SURVEY CONTROL MAP

H u m b o ld t

C o u n ty

T r in it y C o u n ty

Zenia d R n e z u

D n a V

Ruth Lake

Ruth

Mad River dao R ai ne

Z-ht uR

20,000'10,0000

Scale in Feet

To Fortuna

To R ed Bl uff d a o R ai n e Z ht u R

A5

Mad River Road PM 0.15: Site 009

Ruth-Zenia Road PM 16.3: Site 011

Ruth-Zenia Road PM 17.7: Site 012

Ruth-Zenia Road PM 18.75: Site 014

Van Duzen Road PM 4.1: Site 001

Mad River Road PM 7.5: Site 007

P

M d e n p w p d p w ic s w o r k in g A S u v T

R I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

HYAMPOM ROAD PM 20.2 SITE 016-0 SURVEY CONTROL

A6

FOR SITE 016-0 ONLY.

SURVEY CONTROL INFORMATION

AND IS INTENDED TO PROVIDE

OTHERS FOR TRINITY COUNTY D.O.T.

THIS DRAWING WAS PREPARED BY

National Forest Six Rivers

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

M A

P T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

VICINITY MAP

40,000'20,0000

Scale in Feet

M a d R iv e r R d

Hayfork

Hyampom

Bridgeville d R n e z u

D n a V d a o R ai neZ-htu

R d R ni at n u o M e k a L ai n e Z dR mopmayH

Redway

H u m b o ld t

C o u n ty

T r in it y C o u n ty

Alderpoint

Zenia

Dinsmore

Garberville dR ffulB tnioP redlA

To Weav erv ille

To Fortuna

Ruth

Ruth Lake

To Red Bluff

Mad River

A7 see sheet A8 for Site Map

Hyampom Road PM 11.4: Site 006, see sheet A8 for Site Map

Hyampom Road PM 20.2: Site 016, see sheet A9 for Site Map

Mad River Road PM 0.15: Site 009, see sheet A9 for Site Map

Van Duzen Road PM 4.1: Site 001, see sheet A9 for Site Map

Mad River Road PM 7.5: Site 007, see sheet A9 for Site Map

Mad River Road PM 8.0: Site 008, see sheet A10 for Site Map

Ruth-Zenia Road PM 15.4: Site 010, see sheet A10 for Site Map

Ruth-Zenia Road PM 18.1: Site 013, Ruth-Zenia Road PM 17.7: Site 012, see sheet A10 for Site Map

Ruth-Zenia Road PM 16.3: Site 011, see sheet A10 for Site Map

Ruth-Zenia Road PM 18.75: Site 014, see sheet A10 for Site Map

Alderpoint Bluff Road PM 6.5: Site 015, C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

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G E

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LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

P

M d e n p w p d p w ic s w o r k in g A

M A

P T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

3.4

4'

8.2

8'

122.58'

.9

1'

15.90' 16+00

10+00

24+00

25+00

26+00

+00

POT 2

4+00.

PC 2

6+93.

PT

+71 .72

POT 2

9+

.00

PT 15+84.10

POT 16+00.00

PC

4+ .9

PC 10+64.91

POT 10+00.00

PT

2+ .4

Sheet 1 of 3

SITE MAP

6,000'3,000'0

Scale in Feet

E 6164365.94

N 2112799.37

Hyampom Rd

CA ER 511(1)

24+30.00

Begin Site 016

E 6164487.50

N 2113017.83

Hyampom Rd

CA ER 511(1)

26+80.00

End Site 016

E 6198335.20

N 2111706.94

Hyampom Rd

CA ER 511(1)

14+09.00

End Site 006 dR mop may H keerC krofyaHHyampom

18 17 16 15

25 30 28 27 26 25

2423 19 20

13 14 13 18 17

29 2930 kr o

F ht u o

S r e vi

R y ti ni r

T

To Hayfork

T

N R

E

T

N R

E

T

N R

E

T

N R

E

To H ya m po m

A8

Staging Area

E 6198214.47

N 2111685.92

Hyampom Rd

CA ER 511(1)

12+87.00

Begin Site 006

See D Series

Staging Area

C74036 R E

E

NI

G

NE

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LIVIC

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WOH SEMAJ SI

V A

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NROFILAC FO E

TAT

AP

N

-22 0-0 5-0

AP

N

-22 0-0 6-0

AP

N

-22 0-0 6-0

AP

N

-22 0-0 6-0

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

M A

P T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

Sheet 2 of 3

SITE MAP

6,000'3,000'0

Scale in Feet

E 6139061.28

N 2037960.73

Van Duzen Rd

CA ER 511(1)

23+05.49

End Site 001

E 6138217.07

N 2037214.33

Van Duzen Rd

CA ER 511(1)

11+74.14

Begin Site 001

E 6145600.93

N 2048497.68

Mad River Rd

CA ER 511(1)

14+00.00

End Site 009

E 6164175.36

N 2018879.74

Mad River Rd

CA ER 511(1)

23+00.00

End Site 007

E 6164222.69

N 2018791.65

Mad River Rd

CA ER 511(1)

22+00.00

Begin Site 007

E 6165422.15

N 2018100.72

Mad River Rd

CA ER 511(1)

33+20.00

End Site 008

E 6165405.33

N 2017987.34

Mad River Rd

CA ER 511(1)

31+60.00

Begin Site 008

Mad River

Ruth Lake

Mad River Road

Van Duzen Road reviR da M

T0 1N

R0 6E

T0 1S R

E

T0 1N

R0 7E

T0 1S R

E

To Fortuna

To Red Bluff r e vi R n e z u

D n a V

R oad

To R uth-Zenia

A9

Staging Area

E 6145825.86

N 2048275.87

Mad River Rd

CA ER 511(1)

10+80.00

Begin Site 009

See D Series

Staging Area

C74036 R E

E

NI

G

NE

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ANOISSEFORP DERET

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G E

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LIVIC

D R

A

WOH SEMAJ SI

V A

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AI

NROFILAC FO E

TAT

ti ll w e ll H il li a rd K T s te e

A P

N

S ti ll w e ll H il li a rd K T s te e

A P

N

Stillwell Hilliard K Tstee

APN 020-190-29-00

S E

C T I O

N L I N

E

SECTION LINE

S E

C T I O

N L

IN

E

SECTION LINE

SECTION LINE

SECTION LINE

SECTION LINE

S E

C T I O

N L I N

E S

E C

T I O

N L I N

E

N a ti o n a l F o re s t

S ix R iv e rs

N at io na l F or es t

S ix R iv er s

N a ti o n a l F o re s t

S ix R iv e rs

N at io na l F or es t

S ix R iv er s

National Forest Six Rivers

National Forest Six Rivers

National ForestSix Rivers

National ForestSix Rivers

N a ti o n a l F o re st

S ix R iv e rs

N a ti o n a l F o re st

S ix R iv e rs

N a ti o n a l Fo re st

S ix R iv e rs

N a ti o n a l Fo re st

S ix R iv e rs

N a ti o n a l Fo re st

S ix R iv e rs

N a ti o n a l Fo re st

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

Natio nal Fo rest

Six Rivers

Natio nal Fo rest

Six Rivers

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re st

S ix R iv e rs

N a ti o n a l F o re st

S ix R iv e rs

N a ti o n a l F o re st

S ix R iv e rs

N a ti o n a l F o re st

S ix R iv e rs

Na tio na l F or es t

Si x

Ri ve rs

Na tio na l F or es t

Si x

Ri ve rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o r e s t

S ix R iv e r s

N a ti o n a l F o r e s t

S ix R iv e r s

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N at io na l F or es t

Si x

Ri ve rs

N at io na l F or es t

Si x

Ri ve rs

N a ti o n a l F o re s t

S ix R iv e rs

N a ti o n a l F o re s t

S ix R iv e rs

N at io na l F or es t

S ix R iv er s

N at io na l F or es t

S ix R iv er s

T S R

E

T S R

E

T S R

E

T S R

E

T S R

E

T S R

E

T03S R06E

T02S R06E

N a ti o n a l F o re s t

S ix R iv e rs

Na tio na l F or es t

Si x

Ri ve rs

F o re s t

N a ti o n a l

S ix R iv e rs

S ti ll w e ll H il li a rd K T s te e

A P N

-1

-2

-0

St ill w el l H ill ia rd K T st ee

APN

-1

-2

9-

S tillw e ll H illia rd K T ste e

A P N -1

-2

-0

S ti ll w e ll H il li a rd K T s te e

A P N

-1

-2

-0

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

M A

P T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

Sheet 3 of 3

SITE MAP

6,000'3,000'0

Scale in Feet

E 6158562.43

N 1981280.65

Ruth-Zenia Rd

CA ER 511(1)

997+30

End Site 010

E 6158606.64

N 1981257.30

Ruth-Zenia Rd

CA ER 511(1)

996+80

Begin Site 010

E 6158131.90

N 1977289.46

Ruth-Zenia Rd

CA ER 511(1)

946+50.00

Begin Site 011

E 6158186.51

N 1977384.79

Ruth-Zenia Rd

CA ER 511(1)

947+60.00

End Site 011

E 6158838.61

N 1972895.75

Ruth-Zenia Rd

CA ER 511(1)

875+85.00

Begin Site 012

E 6158696.53

N 1972947.02

Ruth-Zenia Rd

CA ER 511(1)

877+51.86

End Site 012

E 6159427.00

N 1971673.63

Ruth-Zenia Rd

CA ER 511(1)

855+30.00

End Site 013 E 6159498.92

N 1971565.97

Ruth-Zenia Rd

CA ER 511(1)

854+00.00

Begin Site 013

E 6160534.46

N 1969509.75

Ruth-Zenia Rd

CA ER 511(1)

826+10.00

End Site 014

E 6160479.62

N 1969403.37

Ruth-Zenia Rd

CA ER 511(1)

824+41.00

Begin Site 014

R u th -Z e n ia R o a d daoR ff ul

B t ni o p r e dl

A

T02S R06E

T03S R06E T03S R07E

T02S R07E

6 5 4 3 2 1 6

313635

1211109

26 25 30

15 14 13

24232221

H u m b o ld t

C o u n ty

T r in it y C o u n ty

Zenia

US 101

To M ountain R oad

Z enia Lake

T o S

R

E 6130592.20

N 1957240.00

Alderpoint Bluff Rd

CA ER 511(1)

10+85.27

Begin Site 015

E 6130659.17

N 1957284.85

Alderpoint Bluff Rd

CA ER 511(1)

11+66.00

End Site 015

A10

Staging Area

Staging Area

See D Series

Staging Area

C74036 R E

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U.S. CUSTOMARY

1:4

DETAIL A

30°

Asphalt concrete pavement roadway)

(Detail applies to both right and left sides of

Shoulder up with roadway aggregate, method 2

Construct 30° pavement edge (safety edge)

Typical 24 ft

Traveled Way

Match existing Match existing

(between lifts)

Tack coat

1' Shldr

Prime coat

Ground

Existing pavement placed in two lifts

3" asphalt concrete

11'11'

Method 2

6" roadway aggregate, Existing width varies

5"

4" Pulverized asphalt and aggregate base material

2" Aggregate Base

3" Asphalt Concrete

Existing asphalt pavement section:

ON G SERIES

BUTTRESS FILL DETAILS

SEE SPECIAL

Clearing and Construction Limits, Width Varies

NOTES:

1' Shldr

Clear Zone Varies Clear Zone Varies

A11

RUTH - ZENIA ROAD

TYPICAL SECTIONS

2.

1.

riprap at site 012-0. See C10 and Z2 for layout.

Removal of loose material and placement of geotextile and assure adequate drainage and stability.

and embankment slope ratios may be adjusted by the CO to

The gradient and width of roadway ditches and the excavation

See Detail A

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway Location

996+80.00 to 997+30.00

946+50.00 to 947+60.00

875+85.00 to 877+52.00

854+00.00 to 855+30.00

824+41.00 to 826+10.00

10+80.00 to 14+00.00

10+85.00 to 11+66.00

11+74.14 to 23+05.49

22+00.00 to 23+00.00

31+60.00 to 33+20.00

24+30.00 to 26+80.00

12+87.00 to 14+09.00

Mad River Rd Site 009

Van Duzen Rd Site 001

Mad River Rd Site 007

Mad River Rd Site 008

Hyampom Rd Site 016

Hyampom Rd Site 006

Alderpoint Bluff Rd Site 015

Ruth-Zenia Rd Site 010

Ruth-Zenia Rd Site 011

Ruth-Zenia Rd Site 013

Ruth-Zenia Rd Site 014

Ruth-Zenia Rd Site 012

1,131

0.53

2,790

995+00.00 TO 999+00.00 (Site 010, PM 15.4)

943+00.00 TO 950+00.00 (Site 011, PM 16.3)

872+00.00 TO 879+33.00 (Site 012, PM 17.7)

851+00.00 TO 857+00.00 (Site 013, PM 18.1)

823+00.00 TO 830+00.00 (Site 014, PM 18.75)

RUTH-ZENIA ROAD

EXISTING TYPICAL SECTION

946+50.00 TO 947+60.00 (Site 011, PM 16.3)

875+85.00 TO 877+52.00 (Site 012, PM 17.7)

824+41.00 TO 826+10.00 (Site 014, PM 18.75)

RUTH-ZENIA ROAD

PROPOSED TYPICAL SECTION

Aggregate

Roadway

2.

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

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SHEET

NOTES:

Traveled Way

Match existing Match existing

Ground

Existing

1' Shldr11'11"

(between lifts)

Tack coat

1' Shldr

Traveled Way

Clearing and Construction Limits, Width Varies

Varies Clear Zone

Varies Clear Zone

2.

Traveled Way pavement placed in two lifts

3" asphalt concrete Ground

Existing

1' Shldr

(between lifts)

Tack coat

Varies Clear Zone

11'

Width Varies Construction Limits, Clearing and existing

Match

See Detail A

2.See Detail A

See sheet A11 for Detail A.

assure adequate drainage and stability.

and embankment slope ratios may be adjusted by the CO to

The gradient and width of roadway ditches and the excavation

2.

1.

Method 2 6" Roadway Aggregate, A12

RUTH-ZENIA ROAD

TYPICAL SECTIONS

See Detail C204-51

Subexcavation, 996+80.00 TO 997+30.00 (Site 010, PM 15.4)

RUTH-ZENIA ROAD

PROPOSED TYPICAL SECTION

854+00.00 TO 855+30.00 (Site 013, PM 18.1)

RUTH-ZENIA ROAD

PROPOSED TYPICAL SECTION

Prime coat

Prime coat pavement placed in two lifts

3" asphalt concrete

Method 2 6" Roadway Aggregate, See Detail C204-51 Subexcavation, C74036 R E

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

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NUMBER

SHEET

from 20 ft to 24 ft

Existing width varies

Average 22 ft

Traveled Way Traveled Way

Match existingMatch existing

1' Shldr

Prime coat

Ground

Existing pavement placed in two lifts

3" asphalt concrete

11' 11'

Clearing and Construction Limits, Width Varies

Method 2

6" roadway aggregate, Average 18 ft

ON G SERIES

BUTTRESS FILL DETAILS

SEE SPECIAL

6" Base Course Material

3" Asphalt Pavement

Existing asphalt pavement section:

6" Base Course Material

3" Asphalt Pavement

Existing asphalt pavement section:

Ground

Existing

Traveled Way Traveled Way

Match existing

1' Shldr1' Shldr

Prime coat pavement placed in two lifts

3" asphalt concrete

11' 11'

Method 2

6" roadway aggregate, Ground

Proposed for details restoration, see G Series

Slope scaling and ditch

3'±

1:4

EOP

Exist

1:4

EOP

Exist

Ground Existing

14'±

Clearing and construction limits

6'

See Detail A

1' Shldr

A13

2.See Detail A

2.

Varies Slope from 17 ft to 20 ft

Existing width varies

HYAMPOM ROAD

ALDERPOINT &

TYPICAL SECTIONS

(between lifts)

Tack coat

14' Clear Zone

NOTES:

See sheet A11 for Detail A.

assure adequate drainage and stability.

slope ratios may be adjusted by the CO to and the excavation and embankment

The gradient and width of roadway ditches

2.

1.

See Detail C204-51

Subexcavation, see G Series Slope Rounding for details see G Series

Proposed Ground

Varies

10+00.00 TO 13+00.00 (Site 015, PM 6.5)

ALDERPOINT BLUFF ROAD

EXISTING TYPICAL SECTION

10+85.00 TO 11+66.00 (Site 015, PM 6.5)

ALDERPOINT BLUFF ROAD

PROPOSED TYPICAL SECTION

24+00.00 TO 29+00.00 (Site 016, PM 20.2)

10+00.00 TO 16+00.00 (Site 006, PM 11.4)

HYAMPOM ROAD

EXISTING TYPICAL SECTION

16' Clear Zone

12+87.00 TO 14+09.00 (Site 006, PM 11.4)

HYAMPOM ROAD

PROPOSED TYPICAL SECTION

25+60.00 TO 26+80.00 (Site 016, PM 20.2)

HYAMPOM ROAD

PROPOSED TYPICAL SECTION

1:1.3 Typ

(between lifts)

Tack coat

Match existing

24+30 TO 25+10

See Detail C204-51 Subexcavation, C74036 R E

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STATE PROJECT

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

A14

MAD RIVER ROAD

TYPICAL SECTIONS

NOTES:

See sheet A11 for Detail A.

stability.

adjusted by the CO to assure adequate drainage and excavation and embankment slope ratios may be

The gradient and width of roadway ditches and the

2.

1.

Match existing

(between lifts)

Tack coat

Prime coat

Method 2

6" roadway aggregate, See Detail G Series

Micropile Cap pavement placed in two lifts

3" asphalt concrete from Past Project

Existing Geogrid

4' 4' Shld 11' Traveled Way

11+60 TO 13+00.00 (Site 009, PM 0.15)

MAD RIVER ROAD

PROPOSED TYPICAL SECTION

2.75'

Average 55 ft from 40 ft to 67 ft

Existing width varies

6" Base Course Material

3" Asphalt Pavement

Existing asphalt pavement section:

10+00.00 TO 14+44.00 (Site 009. PM 0.15)

MAD RIVER ROAD

EXISTING TYPICAL SECTION

from 20 ft to 24 ft

Existing width varies

6" Base Course Material

3" Asphalt Pavement

Existing asphalt pavement section:

30+00.00 TO 35+00.00 (Site 008-0, PM 8.0)

20+00.00 TO 23+00.00 (Site 007-1, PM 7.5)

MAD RIVER ROAD

EXISTING TYPICAL SECTION

Average 22 ft

Traveled WayTraveled Way

Match existing Match existing

(between lifts)

Tack coat

1' Shldr 1' Shldr

Prime coat

Ground

Existing pavement placed in two lifts

3" asphalt concrete

11'11'

Method 2

6" roadway aggregate, Traveled WayTraveled Way

Match existing

(between lifts)

Tack coat

1' Shldr 1' Shldr

Prime coat

11'11'

Method 2

6" roadway aggregate, Ground

Existing

ON G SERIES

BUTTRESS FILL DETAILS

SEE SPECIAL

pavement placed in two lifts

3" asphalt concrete

Clearing and Construction Limits, Width Varies

Clearing and Construction Limits, Width Varies

See Detail A2. See Detail A 2.

See Detail C204-51

Subexcavation, Slope 1:5 Min For Driveway

STA 32+20 to STA 32+80

22+00.00 TO 23+00.00 (Site 007, PM 7.5)

MAD RIVER ROAD

PROPOSED TYPICAL SECTION

31+60.00 TO 33+20.00 (Site 008, PM 8.0)

MAD RIVER ROAD

PROPOSED TYPICAL SECTION

compacted fill per FP-14.

Remove and replace with

M in D e p th

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

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SHEET

2%2%

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

NO SCALE

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for pavement)

(top of

Profile grade

See Detail A first asphalt lift)

(applied prior to

Prime coat shldr

2'

Width Varies

Method 2 6" Roadway Aggregate, Clear Zone

Varies

6' ditch

1:4

Varies ditch

1:4

Cut

4' 6'

1:4

Cut

4'

Traveled way

11'

Traveled way

11' shldr

2'

Clear Zone

(placed in two lifts) concrete pavement 3" Asphalt

(applied between lifts)

Tack coat

VAN DUZEN ROAD

TYPICAL SECTIONS

1.5'1.5'

13' to 22.5 ft

Existing K-Rail

Van Duzen River

2.

1:4

Existing width varies

A15

5.

4.

3.

2.

1.

ditches.

See the C Series for additional grade control on the roadside and cut and fill slope ratios.

See the superelevation diagram and cross sections for cross slope and F dimensions to the actual cut height.

Round all earth slopes for cut heights less than B, reduce the B

See sheet A11 for Detail A.

assure adequate drainage and stability.

and embankment slope ratios may be adjusted by the CO to

The gradient and width of roadway ditches and the excavation

6'' Base Course Material

3" Asphalt Concrete

Existing asphalt pavement section:

4.4.

3. 3.

16+30.00 to 22+47.19

LIFT DITCH

19+62.85 to 21+73.49

RIGHT DITCH

limit stake

Slope ground

Existing cut slope

Rounded cut slope

Rounded ground

Existing

F=1'F=1' limits stake

Slope

Clearing and construction limits

B=1'

11+74.14 to 23+05.49

VAN DUZEN ROAD (SITE 001, PM 4.1)

EXISTING TYPICAL SECTION

11+74.14 to 23+05.49

VAN DUZEN ROAD (SITE 001, PM 4.1)

PROPOSED TYPICAL SECTION

B=1'

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

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Sheet and Description

B7 B7 B6 B8 B4 B7 B9 B6

Drainage Summary

Micropile, Curb and Guardrail Summary

Removals Summary

Pavement Markings Summary

Grading Summary

Re- Vegetation Summary

Misc Summary

Surfacing Summary Allowance Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1010 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A1020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1030 15401-0000 CONTRACTOR TESTING LPSM ALL

A1040 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1050 15701-0000 SOIL EROSION CONTROL

(SEDIMENT CONTROL) LPSM ALL

A1060 15701-0000 SOIL EROSION CONTROL (EROSION

CONTROL) LPSM ALL

A1070 15701-0000 SOIL EROSION CONTROL

(NON-STORM WATER CONTROL) LPSM ALL

A1080 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A1090 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1100 20101-0000 CLEARING AND GRUBBING ACRE 2.1 0.4 2.5

A1110 20301-1400 REMOVAL OF INLET EACH 1 1

A1120 20301-1900 REMOVAL OF PIPE CULVERT EACH 4 4

A1130 20302-1200 REMOVAL OF GUARDRAIL LNFT 150 25 175

A1140 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

A1150 20401-0000 ROADWAY EXCAVATION CUYD 7209 291 7,500

A1160 20402-0000 SUBEXCAVATION CUYD 661 139 800

A1170 20420-0000 EMBANKMENT CONSTRUCTION

(REINFORCED SOIL SLOPE) CUYD 5611 389 6,000

A1180 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3667 333 4,000

A1190 20441-0000 WASTE CUYD 6722 778 7,500

A1200 20703-0000 GEOGRID SQYD 9494 506 10,000

A1210 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 705 95 800

A1220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 63 7 70

A1230 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2099 401 2,500

A1240 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 970 30 1,000

A1250 41102-1000 PRIME COAT, METHOD 1 SQYD 5935 565 6,500

A1260 41202-0000 TACK COAT GAL 594 56 650

A1270 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE) CUYD 50 5 55

A1280 55401-1000 REINFORCING STEEL LB 4270 230 4,500

A1290 56701-0000 MICROPILE LNFT 3260 140 3,400

MileStone: 100% Master Estimate Date Completed: 08/26/20 Report Date: 08/26/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

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Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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\E st im at es \1 pe r\ [1 pe r_ S O

Q s.

xl sm

]S he et

STATE PROJECT

B1CA ER 511(1)CA

SHEET

NUMBER

Drainage Summary

Micropile, Curb and Guardrail Summary

Removals Summary

Pavement Markings Summary

Grading Summary

Re- Vegetation Summary

Misc Summary

Surfacing Summary Allowance Bid

Schedule

A1300 56705-0000 MICROPILE LOAD VERIFICATION

TEST EACH 2 2

A1310 56706-0000 MICROPILE PROOF LOAD TEST EACH 7 7

A1320 60201-0400 12-INCH PIPE CULVERT LNFT 19 1 20

A1330 60201-0600 18-INCH PIPE CULVERT LNFT 84 6 90

A1340 60201-0800 24-INCH PIPE CULVERT LNFT 41 9 50

A1350 60210-0400 END SECTION FOR 12-INCH PIPE

CULVERT EACH 2 2

A1360 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 3 3

A1370 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 1 1

A1380 60403-0000 INLET EACH 2 2

A1390 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 39 11 50

A1400 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 140 35 175

A1410 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 150 25 175

A1420 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1430 62201-0350 BACKHOE HOUR 40 40

A1440 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A1450 62201-2750 MOTOR GRADER HOUR 40 40

A1460 62201-3000 HYDRAULIC EXCAVATOR HOUR 40 40

A1470 62301-0000 GENERAL LABOR HOUR 40 40

A1480 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 72 8 80

A1490 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 80 80

A1500 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40 40

A1510 62405-0200 PLACING CONSERVED TOPSOIL,

3-INCH DEPTH SQYD 6,101 299 6,400

A1520 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 6,854 346 7,200

A1530 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 6,854 346 7,200

A1540 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 3,199 301 3,500

A1550 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 13,430 570 14,000

A1560 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN LNFT 3,284 716 4,000

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

6:

P M

MileStone: 100% Master Estimate Date Completed: 08/26/20 Report Date: 08/26/20

C

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B2CA ER 511(1)CA

SHEET

Drainage Summary

Micropile, Curb and Guardrail Summary

Removals Summary

Pavement Markings Summary

Grading Summary

Re- Vegetation Summary

Misc Summary

Surfacing Summary Allowance Bid

Schedule

A1570 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1580 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 3632 68 3,700

A1590 63701-0000 FIELD OFFICE

EACH 1 1

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

6:

P M

MileStone: 100% Master Estimate Date Completed: 08/26/20 Report Date: 08/26/20

C

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\T ri ni ty

\E st im at es \1 pe r\ [1 pe r_ S O

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B3CA ER 511(1)CA

SHEET

P

M d e n p w p d p w ic s w o r k in g B S u m T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

B4

GRADING SUMMARY

C74036

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B5

REPRESENTATIONS

EARTHWORK

LEGEND

Roadway Excavation

Roadway Excavation

Roadway Excavation

Embankment (RSS)

Embankment (RSS)

Embankment

Embankment

Embankment

Embankment (RSS)

Embankment

Roadway Excavation

C74036 R E

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

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NUMBER

ROADWAY EXCAVATION

ROADWAY EXCAVATION EMBANKMENT/EMBANKMENT (RSS)

EMBANKMENT

EMBANKMENT (RSS)

ROADWAY EXCAVATION

B6

SUMMARIES

REMOVAL AND SURFACING

C74036 R E

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

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NUMBER

B7

GUARDRAIL SUMMARIES

AND MICROPILE, CURB AND

DRAINAGE, RE-VEGETATION,

C74036 R E

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R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

B8

SUMMARY

PAVEMENT MARKING

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

S

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g B S u m T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

B9

MISCELLANEOUS SUMMARY

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

S

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g B S u m T

R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA ER 511(1)

IN

V E

IN

V E

S T O P

P C

C

.1

P T

.5

V P I

.1

E L

.9

-0.506%

Lt. EOP

Rt. EOP axis of rotation

Profile grade and 11+74

Match Existing 3.7%±

11+74

Match Existing -3.7%±

12+28

12+28

6.00%

-6.00%

14+69

14+69

15+62

16+09 16+56

-2.00%

100'50'0

Scale in Feet

Q

C D

E S I G

N S

U B

M I T

T A

L N

O T F

O R C

O N

S T

R U

C T I O

N

-10%

0%

VAN DUZEN ROAD 11+00.00 TO 17+50.00

L = 123.10'(1) L = 341.37'(2)

T = 243.78'(1) T = 227.45'(2)

R = 1280.00'(1) R = 1060.00'(2)

PI = 12+94.82

Curve = C01

11+00 12+00 13+00 14+00 15+00 16+00

-10%

0%

Proposed Grade

Existing Ground

17+00

E 6138217.07

N 2037214.33

Van Duzen Rd

CA ER 511(1)

11+74.14

Begin Site 001

E 6138217.07

N 2037214.33

Van Duzen Rd

CA ER 511(1)

11+74.14

Begin Site 001

10%10%

LVan Duzen Rd C

Van D uzen

Road

VanDuzen River C1

FL EL 2567.17

23.90' Rt.

13+25.00, Begin Shoulder Taper 11+74.14, 11.29' Rt.

FL EL 2566.68

23.84' Rt.

14+25.00, 14+73.09, 13.00' Rt.

'R

Match Existing 14+83.22, 32.68' Rt.

N et u o R t s e r o F

13.00' Rt.

15+03.76, 10'R

Match Existing 14+93.54, 32.73' Rt.

.0

FL EL 2565.81

16+00.00, 25.83' Rt.

Ditch Flowline

FL EL 2565.31

25.80' Rt.

17+00.00, FL EL 2564.98

25.79' Rt.

17+66.00, 18" CMP Culvert Remove Existing

S lo p e

V a rie s

Existing EOP

Existing Road Obliterate

End Shoulder Taper 12+24.14, 13.00' Lt.

Begin Shoulder Taper.

Begin 1:4 Fill.

11+74.14, 11.18' Lt.

Begin 2.00% Fill.

End 1:4 Cut.

16+37.00, 23.14' Lt.

731.91'

Begin Variable Slope.

End 1:4 Fill.

13+71.71, 17.81' Lt.

NOTE:

1.

based on precise survey data.

shown are approximate and not

Existing Right-of-Way Lines

4'' Width (Typ.)

Type B, Solid White, Pavement Markings, Begin Ditch

FL EL 2567.66

23.59' Rt.

12+25.00, 4'' Width Type B, Broken Yellow, Pavement Markings, Begin Ditch

FL EL 2567.00

21.00' Lt.

16+30.99, 12''x19' CMP

Per Detail 602-4 Flared End Section

INV EL 2566.31

14+99.68, 24.47' Rt.

Per Detail 602-4 Flared End Section

INV EL 2566.42

14+77.17, 24.00' Rt.

Road Access (6'' Roadway Aggregate)

End Shoulder Taper 12+24.14, 13.00' Rt.

End Variable Slope 16+25.08, 55.83' Lt.

Begin 1:4 Cut 23.38' Lt.

16+30.14, under proposed fill aggregate base asphalt and Remove existing

14+93.54, 23.05' Rt.14+83.31, 23.14' Rt.

0.49%

0.53%

0.50% staging area.

Place in adjacent existing K-Rail.

Remove and salvage staging area.

Place in adjacent and salvage.

Remove sign

Begin 1:4 Cut End 2.00% Fill 16+55.94, 23.56' Lt.

Begin 2.00% Fill End 1:4 Cut 16+87.00, 23.01' Lt.Existing EOP

Match

Per Detail 251-A Placed Riprap, Class 2

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA ER 511(1)

N O

IN

FO

731.91'

P C

.4

V P I

.4

E L

.2

-0.506%

-2.00%

21+74 22+21

22+67

-2.00%

22+67

23+05

Match Existing 3.6%±

23+05

Match Existing -3.6%± axis of rotation

Profile grade and

Lt. EOP

Rt. EOP

100'50'0

Scale in Feet

18+00 19+00 20+00 21+00 22+00 23+00

-10%

0%

-10%

0%

L = 392.91'

T = 201.03'

R = 754.00'

PI = 24+48.45

Curve = C02

E 6139061.28

N 2037960.73

Van Duzen Rd

CA ER 511(1)

23+05.49

End Site 001

E 6139061.28

N 2037960.73

Van Duzen Rd

CA ER 511(1)

23+05.49

End Site 001

10% 10%

Van Duzen Rd

Van Duzen Rd CL

Proposed Grade

Existing Ground

Van Duzen River

VAN DUZEN ROAD 17+50.00 TO 24+00.00

C2

17+95.00, 13.00' Rt.

Match Existing

EL 2565.41±

18+20.00, 38.00' Rt.

.2

.3

FL EL 2564.12

21+73.68, 21.00' Rt.

Begin Shoulder Taper 22+55.49, 13.00' Rt.

Ditch Flowline

Begin Shoulder Taper 22+55.49, 13.00' Lt.

Existing EOPBegin 1:4 Cut.

End 2.00% Fill.

18+17.00, 23.59' Lt.

Existing Road Obliterate

Match Existing El 2566.47± 19+40.00, 38.00' Rt.

End Shoulder Taper 23+05.49, 10.94' Lt.

End Shoulder Taper 23+05.49, 11.20' Rt.

FL EL 2563.75

22+47.19, 21.00' Lt.

13.00' Rt.

19+65.00, 'R

25'R

End Ditch

FL EL 2564.98

17+66.00, 25.79' Rt.

4'' Width (Typ.)

Type B, Solid White, Pavement Markings, End Ditch Match Existing

FL EL 2563.36±

23+22.83, 40.15' Rt.

Begin Ditch

FL EL 2565.18

19+62.85, 21.00' Rt.

Aggregate)

Access (6'' Roadway

Maintenance Pullout

4'' Width Type B, Broken Yellow, Pavement Markings, End Ditch Match Existing

FL EL 2563.64±

22+66.29, 24.97' Lt.

Existing CL level field. Final dimensions as directed by CO.

Staging area is location in the graveled area of a and not based on precise survey data.

Existing Right-of-Way Lines shown are approximate

2.

1.

NOTES:

2.Area Limits, Typ.

Approximate Staging

0.53%

0.50% 0.49%

0.58 staging area.

Place in adjacent existing K-Rail.

Remove and salvage

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

122.58'

.9

.9

16+00

10+

PT 15+84.10

POT 16+00.00

P C

.9

PC 10+

64.91

POT 10+

00.00

P T

.4

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

L = 166.12'

T = 109.47'

R = 100.00'

PI = 15+27.45

Curve = C02

L = 230.49'

T = 190.75'

R = 110.00'

PI = 12+55.65

Curve = C01 d a o R m o p m a y

H

100'50'0

Scale in Feet

LHyampom Rd C

C3

NOTES:

E 6198335.20

N 2111706.94

Hyampom Rd

CA ER 511(1)

14+09.00

End Site 006 data.

approximate and not based on precise survey

Existing Right-of-Way Lines shown are necessary to fit field conditions.

based on precise survey data. Adjust as the existing and proposed features are not

The horizontal alignment and the location of

2.

1.

See G Series for details

Excavation Limits

12+87 to 14+09 Rt.

Existing

Match

See Detail C204-51

Subexcavation

13+40.00 to 13+70.00 Lt.

Staging Area

H a y fo r k

T o

H y a m p o m

T o

10+00 TO 16+00

SITE 006

HYAMPOM ROAD PM 11.4

4" width (typ.)

Type B, Solid White, Pavement Markings, Existing

Match

Construction Limits E 6198214.47

N 2111685.92

Hyampom Rd

CA ER 511(1)

12+87.00

Begin Site 006

100.00' Rt.

12+87.29, 180.00' Rt.

12+86.65, 180.00' Rt.

14+10.73, C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

16601660

17101

011-220-21 U.S.F.S.

293.44'

128.28'

P O

T

.0

P C

.4

P T

.7

P O

T

.0

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

L = 78.29'

T = 39.24'

R = 450.00'

PI = 27+32.68

Curve = C01

C4

E 6164487.50

N 2113017.83

Hyampom Rd

CA ER 511(1)

26+80.00

End Site 016 dR mopmayH

Match Existing of Road

Existing Edge

Pavement Reconstruction

25+60 to 26+80 Lt & Rt.

NOTE:

1.

precise survey data.

are approximate and not based on

Existing Right-of-Way Lines shown

Existing

Match Hayfork

To

H ya m po m To

Staging Area

24+00 TO 29+00

SITE 016

HYAMPOM ROAD PM 20.2

Hyampom Rd CL of Road

Existing Edge staging area.

Place in adjacent

Remove And Salvage Sign

Construction Limit

See Detail C204-51

Subexcavation, 24+30 to 25+10 Lt.

Broken Yellow, 4" width (Typ.)

Pavement Markings, Type B, 24+30 to 26+80

E 6164365.94

N 2112799.37

Hyampom Rd

CA ER 511(1)

24+30.00

Begin Site 016

90.00' Lt.

26+98.59, 90.00' Lt.

25+40.63, See G Series

Construction, Embankment staging area.

Place in adjacent

Salvage Sign

Remove And staging area.

Place in adjacent

Salvage Sign

Remove And

Construction Easement

120' x 40' Temporary Solid White, 4" width (Typ.)

Pavement Markings, Type B, 24+30 to 26+80 Lt.

4" width (typ.)

Type B, Solid White, Pavement Markings, 25+60 to 26+80 Rt.

Place in adjacent staging area.

Remove And Salvage K-Rail

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

T O E

T O E

T O E

T O E

T O E

T O E

T O E

T O E

T O P

T O P

T O P

T O P

T O P

T O P

T O E

T O P

T O P

T O P

T O P

T O P

T O P

T O P

T O P

LIP

O

F G

U T T E R

T O P

LIP

O

F G

U T T E R

T O P

LIP

O

F G

U T T E R

T O P

LIP

O

F G

U T T E R

D I

T O P

LIP

O

F G

U T T E R

T O P

T O P

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E

RT

O P

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R T O P

T O P

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

N O N

O T E S

LIP

O

F G

U T T E R

LIP

O

F G

U T T E R

D I

T O P

T O E

130.

70'117.61'

P O

T

.0

P C

.6

P T

.3

P O

T

.0

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

LMad River C

C5

E 6145600.93

N 2048497.68

Mad River Rd

CA ER 511(1)

14+00.00

End Site 009

10+00 TO 14+44

SITE 009

MAD RIVER ROAD PM 0.15

4" width (typ.)

Type B, Solid White, Pavement Markings, NOTE:

1.

precise survey data.

are approximate and not based on

Existing Right-of-Way Lines shown

E 6145825.86

N 2048275.87

Mad River Rd

CA ER 511(1)

10+80.00

Begin Site 009

W id th V a r ie s

L Existing C

Construction Limits

To Ruth To H

WY 36

Pavement Reconstruction

11+60 to 13+00 Lt.

No Direct Payment

See Special 609-A, Match Curb Rundown, 11+78 staging area.

Place in adjacent existing K-Rail.

Remove and salvage

Remove Existing Guardrail dR reviR d aM

See G Series

Micropile Cap, Sta 12+95, 17.75' Lt.

STA 11+60, 17.75' Lt. to

Tie to Existing

Curb, Asphalt 4-inch depth, End Guardrail and

13+00, 15' Lt. +/-

Staging Area

Tie to Existing

Curb, Asphalt, 4-inch depth, Begin Guardrail and

11+60, 15' Lt. +/-

Paved Pullout

Existing Edge of Road/ Pavement Markings

Remove Existing

Match Existing

Begin Pavement Markings, Lt., Rt., CL

11+10 ±

Match Existing

End Pavement Markings, Lt., Rt., CL

13+70 ±

L = 195.69'

T = 99.35'

R = 460.00'

PI = 12+16.96

Curve = C01

Solid Double Yellow, 4" width

Pavement Markings, Type B, C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

T O

E

27902

N O N

O T E S

T O

E

T O

P

N O N

O T E S

T O

P

T O

E

T O

E

T O

P

28052805

87.31'

207.51'66.51'

P O

T

.0

P C

.5

P T

.1

P C

.6

P T

.7

P C

.0

PT

28+

30.

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

Mad River Rd CL

L = 318.95'

T = 179.30'

R = 280.00'

PI = 26+91.31

Curve = C03L = 112.08'

T = 56.10'

R = 1000.00'

PI = 23+68.72

Curve = C02

L = 38.60'

T = 19.30'

R = 1000.00'

PI = 20+85.81

Curve = C01

C6

Mad River Rd

E 6164222.69

N 2018791.65

Mad River Rd

CA ER 511(1)

22+00.00

Begin Site 007

E 6164175.36

N 2018879.74

Mad River Rd

CA ER 511(1)

23+00.00

End Site 007

Match Existing of Road

Existing Edge

NOTE:

1.

precise survey data.

are approximate and not based on

Existing Right-of-Way Lines shown

Staging Area

Reconstruction

Pavement

22+00 to 23+00 Lt.

Existing

Match

In Place

Power, Protect

Existing OH

T o H

W Y

See G Series

Construction, Embankment

20+00 TO 28+30

SITE 007

MAD RIVER ROAD PM 7.5

Construction Limits

To Ruth

Construction Easement

135'x40' Temporary

Construction Easement

275'x45' Temporary width

Broken Yellow, 4"

Type B, Pavement Markings, 4" width (typ.)

Type B, Solid White, Pavement Markings, staging area.

Place in adjacent

Salvage K-rail.

Remove And

80.00 Lt.

21+93.74,

80.00 Lt.

23+27.55,

85.00 Lt.

25+16.70,

85.00 Lt.

27+27.66, C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

P O

T

.0

P T

.0

P C

.7

411.70'

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

Mad River Rd CL

C7

Mad River Rd

4" width (typ.)

Type B, solid white, Pavement Markings, ' Match Existing

Match Existing

NOTES:

data.

approximate and not based on precise survey

Existing Right-of-Way Lines shown are field conditions.

precise survey data. Adjust as necessary to fit existing and proposed features are not based on

The horizontal alignment and the location of the

2.

1.

E 6165422.15

N 2018100.72

Mad River Rd

CA ER 511(1)

33+20.00

End Site 008

E 6165405.33

N 2017987.34

Mad River Rd

CA ER 511(1)

31+60.00

Begin Site 008

(typ.)

Yellow, 4" width

Type B, Broken

Pavement Markings, To HWY 36

30+00 TO 35+00

SITE 008

MAD RIVER ROAD PM 8.0

Construction Limits

L = 88.30'

T = 44.47'

R = 300.00'

PI = 34+56.17

Curve = C01

To Ruth

See Detail C204-51

Subexcavation

31+60 to 33+20

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

232.00' 116.03'

P O

E

.0

P T

.9

P C

.0

P O

B

.0

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

L = 51.97'

T = 26.02'

R = 400.00'

PI = 997+58.02

Curve = C01

LRuth-Zenia Rd C

Ruth-Zenia Rd

C8

995+00 TO 999+00

SITE 010

RUTH-ZENIA ROAD PM 15.4

NOTES:

data.

approximate and not based on precise survey

Existing Right-of-Way Lines shown are necessary to fit field conditions.

based on precise survey data. Adjust as the existing and proposed features are not

The horizontal alignment and the location of

2.

1.

E 6158562.43

N 1981280.65

Ruth-Zenia Rd

CA ER 511(1)

997+30

End Site 010

E 6158606.64

N 1981257.30

Ruth-Zenia Rd

CA ER 511(1)

996+80

Begin Site 010

Match Existing

Existing

Match

4'' Width (Typ.)

type B, Solid White, Pavement Markings, To Zenia

To HWY 36

Yellow, 4" width (typ.)

Type B, Solid Double

Pavement Markings, See Detail C204-51

Subexcavation

996+80 to 997+30 Rt.

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

TOP

TOP

TOP

TOP

TOP

TOP

TOPTOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

TOP

NO NOTES

TOP

TOP

.9 9'

95.28'

102.78'

P O

B

.0

P C

.7

P C

.8

3 P T

.7

P O

E

.0

P T

.8

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

L = 254.06'

T = 147.40'

R = 200.00'

PI = 945+50.18

Curve = C01

L = 179.90'

T = 96.55'

R = 200.00'

PI = 948+21.37

Curve = C02

LRuth-Zenia Rd C

C9 of Road

Existing Edge

943+00 TO 950+00

SITE 011

RUTH-ZENIA ROAD PM 16.3

E 6158131.90

N 1977289.46

Ruth-Zenia Rd

CA ER 511(1)

946+50.00

Begin Site 011

E 6158186.51

N 1977384.79

Ruth-Zenia Rd

CA ER 511(1)

947+60.00

End Site 011 dR aineZ-htuR

Buttress Fill Limits

See G Series for Details

Construct Buttress Fill, 946+55 to 947+55 Rt, Match Existing

Match Existing

Pavement Reconstruction

946+50 to 947+60 Lt & Rt, 12'

Staging Area

To Zenia

To HWY 36

4'' Width (Typ.)

Type B, Solid White, Pavement Markings, NOTES:

survey data.

approximate and not based on precise

Existing Right-of-Way Lines shown are 1.

Yellow, 4'' Width

Type B, Solid Double

Pavement Markings,

96.20 Rt.

946+42.78,

105.65 Rt.

947+71.19, C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

INVERT

INVERT

(NO INFO)

1007 1007 1007

21.6 9'

3.82'

190.26'

39.71'

P O

B

.0

P C

.8

P T

.0

P O

E

.8

P T

.1

P C

.3

P T

.0

P C

.6

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

Ruth-Zenia Rd

C10

LRuth-Zenia Rd C

L = 152.84'

T = 76.91'

R = 550.00'

PI = 878+18.25

Curve = C03

L = 202.25'

T = 101.41'

R = 1100.00'

PI = 874+50.24

Curve = C02

E 6158838.61

N 1972895.75

Ruth-Zenia Rd

CA ER 511(1)

875+85.00

Begin Site 012

E 6158696.53

N 1972947.02

Ruth-Zenia Rd

CA ER 511(1)

877+52.00

End Site 012

L = 123.32'

T = 62.54'

R = 300.00'

PI = 872+84.23

Curve = C01

Existing

Match edge of road

Existing

NOTE:

1.

precise survey data.

are approximate and not based on

Existing Right-of-Way Lines shown

To Zeni a

See G Series for Details Construct Buttress Fill, 875+86 to 877+30, Rt, To HWY 36

18''x39' CMP

4'' Width (Typ.)

Type B, Solid White, Pavement Markings, 18" CMP culvert replace existing Remove and

Reconstruction

Pavement

877+50, Lt & Rt, 875+85 to

Buttress Fill Limits

20'

872+00. TO 879+33

SITE 012

RUTH-ZENIA ROAD PM 17.7

Per Standard 602-4

Flared End Section

4'' Width (Typ.)

Type B, Solid Double Yellow, Pavement Markings, Existing

Match by CO.

Final Limits to be Determined on Type I Woven Geotextile.

Thick Layer of Class 2 Riprap disturbed slope by placing a 2'

Directed by the CO. Stabilize

Remove Loose Material as

75.97 Rt.

877+34.90,

76.00 Rt.

875+84.90, Per Detail 251-A

Placed Riprap, Class 2

C74036 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC

D R

A

WOH SEMAJ SI

V A

R T

AI

NROFILAC FO E

TAT

.49

124.39'

P T

.1

P O

E

.0

P T

.6

P C

.6

P O

B

.0

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p

T R I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA ER 511(1)

100'50'0

Scale in Feet

Ruth-Zenia Rd

L = 238.12'

T = 125.73'

R = 300.00'

PI = 852+25.73

Curve = C01

L = 103.00'

T = 52.67'

R = 200.00'

PI = 855+25.28

Curve = C02

LRuth-Zenia Rd C

C11

851+00 TO 857+00

SITE 013

RUTH-ZENIA ROAD PM 18.1

E 6159498.92

N 1971565.97

Ruth-Zenia Rd

CA ER 511(1)

854+00.00

Begin Site 013

E 6159427.00

N 1971673.63

Ruth-Zenia Rd

CA ER 511(1)

855+30.00

End Site 013

Existing

Match

NOTES:

not based on precise survey data.

Existing Right-of-Way Lines shown are approximate and data. Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey

The horizontal alignment and the location of the existing

2.

1.

Existing

Match existing 24" CMP culvert

Remove and replace

4'' Width

Type B, Solid Double Yellow, Pavement Markings, Begin 6'' Underdrain

854+51.68, 24.7', Lt, End 6'' Underdrain

854+88.16, 17.45', Lt, To Zenia

To HWY 36

4'' Width (Typ.)

Type B, Solid White, Pavement Markings, Match existing location.

604-3.

Per Standard 604-1 and

Install Inlet

854+90.00, 17.62', Lt, Match existing location.

Per Standard 602-4.

With Flared End Section

Culvert…