CA_FLAP_10089(1)_Option_Y_Plans.pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

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)

SPRING

D 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 curve delta centerline 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

Wattle

Temporary Inlet Protection

Stabilized Construction Entrance

Silt Fence

Sediment Log

EROSION & SEDIMENT CONTROL SYMBOLS

Riprap

Erosion Control Mat

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M

C A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

Dollar Creek Trail

CA FLAP 10089(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

Sheet 2 of 2

A3

Transition Apron

Tree to be Removed

Temporary Hammerhead Turnaround

Boulders

Tree stump

Trees Snag (standing dead tree)

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC 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

MISCELLANEOUS SYMBOLS

See Note 4 4

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

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 9/10/14 br

A4

SURVEY CONTROL

Sheet 1 of 2

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\ s r C o n tr o lS h e e t.

d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 9/10/14 br Sheet 2 of 2

SURVEY CONTROL

A5

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\ s r C o n tr o lS h e e t.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\

S T

E

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

Dollar Creek Trail

CA FLAP 10089(1)

R

ES

ER

V O

IR

F D

S E

C

C O

R

F D

C O

R

R

S E

A R

C H

E D

F

R

N

T H

IN

G

U N

D

P E

R

R S

F D

B A

L S

P

R

R S

F D

B A

R

F D

B A

R

P

H

M A P

S

P

M A P

S

F D

S E

C

C O

R

F D

B A

R

P E

R

R S

F D

B A

R

P E

R

R S

N

T

D

O L L

A R

D H

H E

R

IZ

O N

T

V

R T

IC

A L

V A L

U E S

G

IV

U S

E D

R S

T A

B L

IS

C A T

IO

N

P

K

M A P

S

N

E

C A T E

D

O N

Y

R G

E E S

W E

O

IN

E A

G R

O U

IN

L Y

E

C A T E

D

IN

T

E A

P

P G

F D

X

N C

R E

T E

H

IG

H W

Y

M

N U

M E

N T

N .T .P .U .D

S T

A

S T

A

N .T .P .U .D

N .T .P .U .D

N .T .P .U .D

H

IG

H L

A N

IL

L A

G E

N .T .P .U .D

S T A

S T A

S T A

S T A

S T A

S T A

S T A

S T A

24"D

24"D

"D

ELEC ELEC

COUNTRY CLUB DRIVE

F U

L T

E S

C E

N T

H

M A P

S

LYNWOOD DRIVE

H

M A P

S

P L

A C

U N

T Y

I- M

A P

S

S

IE

R

C

IF

IC

P O

W

G

M A P

S

F D

B

R

I-

M A P

S

Scale in Feet

10'

20'

Easement

New Fence (At approx. same location as exist. fence)

Proposed Dollar Creek Trail CL

N o rth L a k e B lv d

D o ll a r

C re e k

D o ll a r

C re e k

F a b ia n W a y

W a ts o n D r iv e

M a r ti n D r iv e

C e d a r w o o d D r iv e

P o la r is R o a d

P o la ri s R o a d

Village Road

Country Club Drive

H ig h la n d s D r iv e

Dinah Road

Forrest Road

Sum m it Road

Old County Road

F u lt o n C r e s c e n t

D r

Dr iv e

L y n w o o d

Beaumont Road ig h w a y

M a r in o W a y

B e a u m o n t

R o a d

R u m a r W a y

W a y

D o v e

La Crosse Drive ld C o u n tr y R oa d

D o ll a r

D ri v e

O b se rv a tio n D riv e

Dollar Creek Reservoir

SITE MAP

A6

NO SCALE

5.3 miles to Tahoe Vista, CA

City, CA to Tahoe

2.9 miles

40+00

90+

0+

130+00

Dollar Creek Reservoir

(Proposed parking lot) Potential staging area

Beverly Drive access point Potential construction

48+65 to 49+15 Pedestrian Bridge Dollar Creek

Potential staging area

Station 10+52.00

Shared-Use Path

Dollar Creek

Begin Project

Option Y

Station 129+42.00

Shared-Use Path

Dollar Creek

End Project

Option Y

Station 206+47.52

Approach Rd

End Parking Lot and

Option Y

Station 200+00.00

Approach Rd

Begin Parking Lot and

Option Y

NO SCALE

NOTE:

2.

2.

first asphalt lift)

(applied prior to

Prime coat

TYPICAL SECTION

5'5'

Subgrade

7'

Subgrade

7'

(Varies)

Cut slope

(Varies)

Fill slope

2' 2'

See Detail A

1.8%1.8%

Existing ground limit stake

Slope

A7

30° - 35°

Clearing and construction limits

Topsoil andTopsoil and

Path Width

Station to Station

LENGTH OF PROJECT

(ft)

Bridge

Shared Use Path

Driveway and Parking

Detail A

1' concrete pavement

Hot asphalt

0.00

50.00

PROJECT TOTAL (mi)

TOTALS (ft) 12,487.52

647.52

11,840

2.37

Cut

CL

14'

Existing ground

V e r ti c a l

C le a r a n c e

Limits

Turf Establishment

Limits

Turf Establishment

(ft)

Trail

3" Hot asphalt concrete pavement roadway) to both right and left sides of roadway aggregate (Detail applies

(safety edge) Shoulder up with

Construct 30° - 35° pavement edge

Proposed trail

(applies to trees and shrubs)

TYPICAL SECTION

TRAIL CLEARING

3.

2.

2.

first asphalt lift)

(applied prior to

Prime coat

TYPICAL SECTION

4'4'

Subgrade

6'

Subgrade

6'

(Varies)

Cut slope

(Varies)

Fill slope

2' 2'

See Detail A

1.8%1.8%

Existing ground limit stake

Slope

Clearing and construction limits

Topsoil andTopsoil and

Path Width

127+81 to 129+42

Limits

Turf Establishment

Limits

Turf Establishment

3" Hot asphalt concrete pavement

1.8%1.8%

3.

127+70 to 127+81 transitions to 8' from

200+00.00 to 206+47.52

10+52.00 to 129+42.00

TYPICAL SECTION

5'

1:4 1:4

3" Hot asphalt concrete pavement

1.8% first asphalt lift)

(applied prior to

Prime coat

9+87 to 9+97 and 11+36 to 11+42

Trail Connections

4.

3.

2.

1.

4.

and the existing trail on the south side of Hwy 28.

Pave up to existing asphalt at the bus stop on the north side clearing limits

Some trees and vegetation noted to remain within

Retain plants along cut and fill slopes when possible.

See the cross sections for cut and fill slope ratios.

and to avoid trees or rock outcroppings.

adjusted by the CO to ensure adequate drainage, stability

The excavation and embankment slope ratios may be grading C or D

6" Aggregate base grading C or D

6" Aggregate base, 6" Aggregate base grading C or D base

Aggregate

Existing ground limit stake

Slope limit

Slope

Item 20101-0000.

Section 201. Paid under shrubs. See SCR

Trim branches and

Item 20101-0000.

Section 201. Paid under shrubs. See SCR

Trim branches and

2.

2.

first asphalt lift)

(applied prior to

Prime coat

TYPICAL SECTION

6'6'

Subgrade

8'

Subgrade

8'

(Varies)

Cut slope

(Varies)

Fill slope

2' 2'

See Detail A

1.8%1.8%

Existing ground limit stake

Slope

Clearing and construction limits

Topsoil andTopsoil and

Path Width

Limits

Turf Establishment

Limits

Turf Establishment

3" Hot asphalt concrete pavement

1.8%1.8%

3.

grading C or D

8" Aggregate base limit

Slope

18+34 to 21+20

OPTION Y

MULTI-USE PATH

TYPICAL SECTIONS

1.8%* 1.8%* within Caltrans ROW from 10+52 to 11+40.

* Shoulder slope is 2% away from pavement

21+20 to 127+81

10+52 to 18+34

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

NO SCALE

NOTE:

2' limit stake

Slope

2'

2.2. Fill slope Fil

l s lop e

Clearing and construction limits

Topsoil andTopsoil and See Plan details structural section typical section for

See mainline trail (varies)

Existing unpaved

1:5 max (fill)

1:5 max (cut)

Transition apron

Transition apron ground

Existing 2' 2' ground

Existing

A8 both right and left sides of roadway) aggregate base (Detail applies to

(safety edge) Shoulder up with

Construct 30° - 35° pavement edge

30° - 35°

See Detail A first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat

Detail A varies varies concrete pavement

Hot asphalt

(See Plan Sheets for Locations)

Transition Apron

TYPICAL SECTION

Limits

Turf Establishment

Limits

Turf EstablishmentVaries (10 ft to 65 ft)Varies (10 ft to 65 ft)

(Placed in 2 lifts)

3" Hot asphalt concrete pavement

1:1 m ax

Cut slope

1:1 m ax

Fill slope ground

Existing

Roadway

Existing Ground

Temporary Hammerhead Turnaround

TYPICAL SECTION

Proposed Trail

20' max.

Turnaround

Hammerhead

Temporary

28' R (Max.)

Temporary Hammerhead Turnaround

PLAN VIEW

3.

20' max.

3" - 6" crushed aggregate asphalt lift)

(applied to top

Fog seal turf upon removal of turnaround

Place conserved topsoil and establish

Minimize clearing and construction limits.

3.

200+00 to 206+47.52

Parking Lot and Approach Road

TYPICAL SECTION

limit stake

Slope

Detail B lot only) See curb (on parking

Construct asphalt grading C or D

8" Aggregate base, base

Aggregate

4.

3.

2.

1.

4.

Type II-A Geotextile

5"

"2

" 2 1R=

"2

Min Length 8"

#4 Dowel Spaced 4'-0"#4 Longitudinal Bar from edge of pavement Place curb 3"

Concrete Curb (Caltrans Curb Type B3-6)

Detail B

OPTION Y

MULTI-USE PATH

TYPICAL SECTIONS

quantities shown in the grading summary.

Transition apron excavation quantities are included in the main trail placing topsoil, geotextile, turf establishment, aggregate base, and grading.

or removal of hammerhead turnarounds, including conserving and at no cost to the government. No payment will be made for construction returning turnaround locations to their pre-construction conditions construction of the turnaround. The Contractor is responsible for hammerheads must be approved by the CO in the field, prior to at breast height of 10-inches or greater. Final locations for temporary special features such as rock outcrops and trees having a diameter

Temporary hammerhead turnarounds must be located to avoid

See the cross sections for cut and fill slope ratios.

and to avoid trees or rock outcroppings.

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

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA A8N/A

B1

OPTION Y

SUMMARY OF QUANTITIES

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

SUMMARY OF QUANTITIES

B2

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

SUMMARY OF QUANTITIES

B3

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

GRADING SUMMARY

B4

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

SHEET 1 OF 4

SUMMARIES

MISCELLANEOUS

B5

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

SHEET 2 OF 4

MISCELLANEOUS

B6

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

SHEET 3 OF 4

MISCELLANEOUS

B7

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

SHEET 4 OF 4

MISCELLANEOUS

B8

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

_ CA B8N/A

24"D

24"D

D

GV

ELEC

ELEC

WV

POT

9+

.0

10+

PC 10+

54.29

P T

.2

P C

.7

P T

.2

P C

.7

P R

C

.9

P C

.4

P T

.6

P C

.3

P R

C

.1

P R

C

.9

P T

.8

P C

.1

P R C .6

P R

C

.3

P T

.7

P C

.5

P T

.9

P C

.4

P T

.3

P C

.3

P T

.7

P C

.8

P T

.4

N .T .P .U .D

H

IG

H L

A N

L A

G E

N .T .P .U .D

.3

.0

.5

V P I

E L

,4

.1

60' VC

V P I

E L

,4

.2

+3.464

+1.223%

75' VC

V P I

E L

,5

.1

+0.675%

175' VC

V P I

E L

,5

.4

+2.676%

120' VC

,4

.5

V P I

E L

,4

.8

3+2.300%

200' VC

K = 77

V P I

E L

,4

.0

+4.89 7%

+0.780%

70' VC

K = 17

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r R y a n .O ls o n

CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r R y a n .O ls o n _ Dollar Creek Trail

CA FLAP 10089(1)

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

C1

200'100'0

Scale in Feet

DOLLAR CREEK SHARED USE PATH STA. 10+00.00 - 24+00.00

Profile Grade

Existing Ground

Highway 28

D o ll a r

D ri v e

Transition apron

(Do not disturb) and shelter

Existing bus turnout pad (Do not disturb)

Existing transformer for details)

(See Sheet T6

Highway 28 crossing

Driveway and Parking Station 206+47.52

Trail Station 18+39.21 = and Parking (Sheet D1)

See Dollar Creek Driveway

Curve = ALI291-1

PI 10+74.83

D

R = 20.00'

T = 20.54'

L = 31.95'

Curve = ALI291-2

PI 11+34.99

D

R = 100.00'

T = 31.21'

L = 60.50'

Curve = ALI291-3

PI 13+19.80

D

R = 230.00'

T = 42.10'

L = 83.28'

Curve = ALI291-4

PI 13+74.20

D

R = 75.00'

T = 13.22'

L = 26.17'

Curve = ALI291-5

PI 16+48.54

D

R = 180.00'

T = 46.05'

L = 90.17'

Curve = ALI291-6

PI 18+69.80

D

R = 300.00'

T = 15.42'

L = 30.81'

Curve = ALI291-7

PI 19+35.26

D

R = 500.00'

T = 50.07'

L = 99.80'

Curve = ALI291-8

PI 20+04.43

D

R = 400.00'

T = 19.44'

L = 38.85'

Curve = ALI291-9

PI 21+08.37

D

R = 62.00'

T = 46.26'

L = 79.48'

Curve = ALI291-10

PI 21+61.31

D

R = 85.00'

T = 19.71'

L = 38.73'

Curve = ALI291-11

PI 21+91.08

D

R = 85.00'

T = 10.74'

L = 21.38'

Curve = ALI291-12

PI 22+69.94

D

R = 190.00'

T = 28.41'

L = 56.41'

Curve = ALI291-13

PI 23+44.92

D

R = 200.00'

T = 8.45'

L = 16.88' trail and parking lot driveway

Do not disturb area between

(connect to asphalt at bus stop)

Trail connection

093-010-037

N.T.P.U.D.

093-160-08

HIGHLANDS VILLAGE

619-A

Bollard, see Special o u tl e t to f it f ie ld c o n d it io n s

P la c e a lo n g s lo p e a r o u n d

C

U Y

D C la s s r ip r a p o r r ip r a p a p r o n

L t, u s e

C o n s tr u c t r ip r a p a p r o n

L t

R t

I n s ta ll e n d s e c ti o n

R t x

C u lv e r t trail connection culvert under

Install 8" x 12' path) existing bike

(connect to

Trail connection to proposed grade raise utility manhole Manhole adjustment, Offset 5'

Begin pavement taper

Station 18+24 Lt

Offset 6'

Begin pavement taper

Station 18+34 Lt

Pavement Offset 6'

Station 18+49 Rt

Offset 5'

End pavement taper

Station 21+30 Lt & Rt

Offset 6'

Begin pavement taper

Station 21+20 Lt & Rt093-010-037

N.T.P.U.D.

E: 7098633.1610

N: 2201548.1847

Station 10+52.00

Begin Project

Dollar Creek

CA FLAP SR89(1)

Option Y

(paid under 25125-0000)

Do not place boulder within Caltrans Right of Way.

in accordance with G2.

Place boulder adjacent to the shared use path

Remove exist. boulder

(match existing)

75 ft of fence

Remove and replace

I

E L

,5

.1

+4.95 0%

200' VC

V P I

E L

,5

.9

+4.95 0%

150' VC

V P I

E L

,5

.6

+3.531

-1.909%

75' VC

V P I

E L

,5

.5

60' VC

V P I

E L

,5

.0

+1.667% -0.780%

100' VC

V P I

E L

,5

.4

100' VC

V P I

E L

,5

.2

+4.93

8% 110' VC

-2.125%

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

P T

.9

P C

.4

P T

.3

P C

.3

P T

.7

P C

.8

P T

.4

P C

.1

P R

C

.4

P R

C

.7

P T

.0

P C

.8

P T

.2

P C

.0

P T

.4

P C

.7

P T

.5

P C

.3

P T

.7

P C

.1

P T

.3

P C

.2

PT 39+35.39

PC 39

+80.0

40+00

T C

E n o t a c q u ir e d a s o f M a r c h

, 2

N .T .P .U .D

S T A

S T A

N .T .P .U .D

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

C2

DOLLAR CREEK SHARED USE PATH STA. 24+00.00 - 38+00.00

200'100'0

Scale in Feet

Profile Grade

Existing Ground

Existing dirt road

Transition apron main (Do not disturb)

Existing SS gravity

Remove existing gate gate and log fence

Remove existing

Curve = ALI291-14

PI 24+03.58

D

R = 390.00'

T = 22.18'

L = 44.32'

Curve = ALI291-15

PI 24+94.67

D

R = 600.00'

T = 32.86'

L = 65.66'

Curve = ALI291-16

PI 25+93.42

D

R = 200.00'

T = 42.30'

L = 83.37'

Curve = ALI291-17

PI 26+59.74

D

R = 200.00'

T = 25.25'

L = 50.23'

Curve = ALI291-18

PI 26+95.90

D

R = 300.00'

T = 11.18'

L = 22.35'

Curve = ALI291-19

PI 27+54.54

D

R = 150.00'

T = 8.70'

L = 17.38'

Curve = ALI291-20

PI 28+21.72

D

R = 300.00'

T = 13.72'

L = 27.42'

Curve = ALI291-21

PI 28+99.19

D

R = 300.00'

T = 18.41'

L = 36.77'

Curve = ALI291-22

PI 29+69.67

D

R = 150.00'

T = 18.28'

L = 36.38'

Curve = ALI291-23

PI 30+49.83

D

R = 150.00'

T = 18.69'

L = 37.18'

N.T.P.U.D.

093-010-038 092-010-034

STATE OF CA.

STATE OF CA.

092-010-033

N.T.P.U.D.

092-010-042

Verify existing depth

(Do not disturb)

Existing water main and establish turf conserved topsoil, (informal trail), place

Obliterate roadway

N.T.P.U.D.

093-010-039

093-010-039

N.T.P.U.D.

0 65

0 6585

PT

9+

.3

PC 39+80.02

40+

P T

.1

P C

.4

P T

.4

P C

.9

P T

.1

P C

.3

P R C

.5

P R

C

.3

P T .0

P C .9

7 PT 48+23.89

PC 4

9+

34.

PT

9+

.9

50+

PC

0+

.1

PT

.8

PC

.0

PT

+22 .59

STATE

O F

C A.

092- 010-

STATE

O F

C A.

092- 010-

STATE

O F

C A.

092- 010-

E L

,5

.2

110' VC

V P I

E L

,5

.1

-2.125%

100' VC V

P I

E L

,5

.2

-3.587%

-4.990%

220' VC

V P I

E L

,5

.1

-4.990%

+0.083%

90' VC

V

P I

E L

,5

.2

+3.95

3%80' VC

V P I

E L

,5

.0

+1.062%

120' VC

V P I

E L

,5

.4

+1.062% +5.00

0%

70' VC

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00

C3

DOLLAR CREEK SHARED USE PATH STA. 38+00.00 - 52+00.00

200'100'0

Scale in Feet

Profile Grade

Existing Ground

Transition apron

Transition aprons

Transition aprons

Existing dirt road

Dollar Reservoir

Dol la r C re ek

(See S-sheets for details)

48+65, Begin Bridge

(See S-sheets for details)

49+15, End Bridge for details)

(See Staging and Access Plans stabilized construction entrance

Potential construction access/proposed

Curve = ALI291-24

PI 38+24.12

D

R = 250.00'

T = 387.83'

L = 499.11'

Curve = ALI291-25

PI 40+55.21

D

R = 250.00'

T = 75.19'

L = 146.07'

Curve = ALI291-26

PI 42+62.05

D

R = 200.00'

T = 41.58'

L = 81.99'

Curve = ALI291-27

PI 45+30.06

D

R = 480.00'

T = 24.14'

L = 48.24'

Curve = ALI291-28

PI 46+38.27

D

R = 50.00'

T = 18.91'

L = 36.16'

Curve = ALI291-29

PI 46+76.99

D

R = 74.00'

T = 21.47'

L = 41.79'

Curve = ALI291-30

PI 47+20.95

D

R = 74.00'

T = 23.63'

L = 45.75'

Curve = ALI291-31

PI 47+99.47

D

R = 100.00'

T = 25.49'

L = 49.92'

Curve = ALI291-32

PI 49+48.02

D

R = 75.00'

T = 13.24'

L = 26.21'

Curve = ALI291-33

PI 50+69.48

D

R = 200.00'

T = 8.35'

L = 16.69'

Curve = ALI291-34

PI 51+74.04

D

R = 100.00'

T = 61.00'

L = 109.55' L t

R t

C o n s tr u c t r ip r a p a p r o n

I n s ta ll e n d s e c ti o n

L t

R t x

C u lv e r t

C O

U N

TR

Y

C

LU

B

D R

IV

E

STATE OF CA.

092-010-034

092-010-033

STATE OF CA.

B e g in B r id g e

E n d B r id g e zone (SEZ) environmental

Stream zone (SEZ) environmental

Stream

6600 6605

P C

.0

PT 52+22.59

PC 5

2+

.40

P T

.0

P C

.0

P

T

.2

P C

.0

P T

.7

P C

.9

P T

.4

P C

.8

P R

C

.6

P R

C

.9

P T

.2

P C

.3

P C

C

.4

PR

C 1+

.8

P T

.1

P C

.2

PT

4+

.8

PC 64+81.84

65+

P T

.9

P C

.9

PT

6+

.2

P T

.0

S T A

V P I

E L

,5

.4

+5.00 0%

+5.7 43%

300' VC

V P I

E L

,5

.5

+5.7 43%

+4.85 7%

300' VC

V P I

E L

,6

.5

+4.85 7%

+4.90 0%

200' VC

+4.90 0%

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00

C4

DOLLAR CREEK SHARED USE PATH STA. 52+00.00 - 66+00.00

200'100'0

Scale in Feet

Profile Grade

Existing Ground hammerhead turnaround

Potential temporary hammerhead turnaround

Potential temporary

Curve = ALI291-35

PI 53+05.16

D

R = 80.00'

T = 20.76'

L = 40.62'

Curve = ALI291-36

PI 54+02.67

D

R = 130.00'

T = 37.62'

L = 73.23'

Curve = ALI291-37

PI 55+60.69

D

R = 180.00'

T = 43.68'

L = 85.71'

Curve = ALI291-38

PI 57+21.23

D

R = 300.00'

T = 20.29'

L = 40.51'

Curve = ALI291-39

PI 58+02.98

D

R = 120.00'

T = 38.11'

L = 73.81'

Curve = ALI291-40

PI 58+59.27

D

R = 80.00'

T = 20.59'

L = 40.31'

Curve = ALI291-41

PI 59+53.30

D

R = 800.00'

T = 74.32'

L = 148.22'

Curve = ALI291-42

PI 60+68.76

D

R = 74.00'

T = 24.39'

L = 47.13'

Curve = ALI291-43

PI 61+02.36

D

R = 50.00'

T = 10.87'

L = 21.40'

Curve = ALI291-44

PI 61+36.80

D

R = 74.00'

T = 23.91'

L = 46.25'

Curve = ALI291-45

PI 63+64.88

D

R = 100.00'

T = 42.68'

L = 80.68'

Curve = ALI291-46

PI 65+24.40

D

R = 225.00'

T = 42.56'

L = 84.13'

Transition aprons

092-240-021

STATE OF CA.

Note:

See Note 1

Begin EOP taper

Station 62+65

End EOP taper

Station 62+75

Begin EOP taper

Station 63+00

End EOP taper

Station 63+10

CO to fit field conditions.

may be adjusted by the

1. Location of pullout

P C

.9

P T

.2

P C

.0

PT 68+71.03

PC 69+65.11

70+00

P T

.6

P C

.8

P T .1

P C .6

P T

.5

P C

.5

P T

.8

P C

.2

PT

9+

.3

STATE OF CA.

092-240-021

V P I

E L

,6

.1

+4.90 0%

+6.3 56%

250' VC

V P I

E L

,6

.7

+6.3 56%

+1.610%

75' VC

V P I

E L

,6

.5

0+1.610%

+4.85 7%

150' VC

V P I

E L

,6

.0

+6.2 47%

150' VC

V P I

E L

,6

.8

+6.2 47%

+4.47 2%

75' VC

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

C5

DOLLAR CREEK SHARED USE PATH STA. 66+00.00 - 80+00.00

200'100'0

Scale in Feet

Profile Grade

Existing Ground

Hammerhead Turnaround

Potential Temporary

Hammerhead Turnaround

Potential Temporary

Curve = ALI291-47

PI 66+24.15

D

R = 100.00'

T = 12.24'

L = 24.36'

Curve = ALI291-48

PI 68+49.62

D

R = 50.00'

T = 79.56'

L = 100.97'

Curve = ALI291-49

PI 70+68.52

D

R = 75.00'

T = 103.41'

L = 141.50'

Curve = ALI291-50

PI 73+61.32

D

R = 200.00'

T = 54.45'

L = 106.32'

Curve = ALI291-51

PI 74+86.14

D

R = 150.00'

T = 33.54'

L = 65.99'

Curve = ALI291-52

PI 77+22.06

D

R = 250.00'

T = 40.48'

L = 80.27'

Curve = ALI291-53

PI 79+38.34

D

R = 40.00'

T = 72.12'

L = 85.15'

092-240-021

STATE OF CA

90 6695

P C

.2

P T

.3

P C

.7

P T

.2

P C

.1

P T

.0

P C

.4

P T

.8

P C

.6

P T

.0

P C

.5

P T

.2

P C

.7

P T

.5

P C

.8

P R

C

.8

P R

C

.7

P T

.9

P C

.9

P T

.2

P C

.2

P T

.1

P C

.0

P T

.9

P C

.5

P T

.1

P C

.4

P T

.8

P C

.8

P T

.2

P C

.1

444 445

E L

,6

.8

+4.47 2%

75' VC V

P I

E L

,7

.6

+4.47 2%

+5.00 0%

150' VC

V P I

E L

,7

.1

+5.00 0%

90' VC

V P I

E L

,7

.8

+4.55 3%

+3.547

280' VC

V P I

E L

,7

.7

+3.547 % -3.078%

150' VC

V P I

E L

,7

.7

-3.078%

150' VC

V P I

E L

,7

.3

+1.286% -5.000%

75' VC

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00

C6

DOLLAR CREEK SHARED USE PATH STA. 80+00.00 - 94+00.00

200'100'0

Scale in Feet

Profile Grade Existing Ground

Transition apron

Hammerhead Turnaround

Potential Temporary

Curve = ALI291-54

PI 81+29.49

D

R = 500.00'

T = 19.78'

L = 39.54'

Curve = ALI291-55

PI 83+12.11

D

R = 200.00'

T = 16.97'

L = 33.86'

Curve = ALI291-56

PI 84+69.24

D

R = 100.00'

T = 13.78'

L = 27.39'

Curve = ALI291-57

PI 85+30.64

D

R = 50.00'

T = 21.97'

L = 41.40'

Curve = ALI291-58

PI 86+10.05

D

R = 100.00'

T = 16.51'

L = 32.72'

Curve = ALI291-59

PI 86+98.34

D

R = 200.00'

T = 28.63'

L = 56.87'

Curve = ALI291-60

PI 88+39.81

D

R = 150.00'

T = 40.93'

L = 79.92'

Curve = ALI291-61

PI 89+31.46

D

R = 100.00'

T = 52.66'

L = 96.93'

Curve = ALI291-62

PI 89+83.35

D

R = 200.00'

T = 7.61'

L = 15.22'

Curve = ALI291-63

PI 90+41.63

D

R = 300.00'

T = 16.66'

L = 33.28'

Curve = ALI291-64

PI 91+14.75

D

R = 100.00'

T = 12.49'

L = 24.85'

Curve = ALI291-65

PI 92+01.38

D

R = 100.00'

T = 23.37'

L = 45.91'

092-240-021

STATE OF CA.

092-240-035

STATE OF CA.

See Note 1

See Note 1

Note:

Begin EOP taper

Station 93+65

End EOP taper

Station 93+75

Begin EOP taper

Station 94+00

End EOP taper

Station 94+10

End EOP taper

Station 86+60

Begin EOP taper

Station 86+50

End EOP taper

Station 86+25

Begin EOP taper

Station 86+15

1. Location of pullouts may be adjusted by the CO to fit field conditions.

0 673

PC 91+78.01

PT

2+

.9

PC

+76 .5

P T

.1

P C

.4

P T .8

P C .8

P T

.2

P C

.2

P T

.4

P C

.1

P T

.2

P C

.4

P T

.1

P C

.1

P T

.5

P C

.1

P T

.6

P C

.6

P R

C

.2

P R

C

.5

P R

C

.9

P R

C

.3

P T

.8

P C

.4

P T

.1

P C

.4

P T

.0

P C

.3

P T .7

P C .9

PR

C

.3

S T A

.9

.4

.7

E L

,7

.3

-5.000%

75' VC

V P I

E L

,7

.4

-5.000%

-1.083%

75' VC

V P I

E L

,7

.8

-1.083%

-4.947%75' VC

V P I

E L

,7

.4

-1.623%

75' VC

V P I

E L

,6

.7

-1.623%

-0.895%

200' VC

V P I

E L

,6

.7

80' VC

V P I

E L

,6

.0

+2.220% +0.474%

75' VC

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

C7

DOLLAR CREEK SHARED USE PATH STA. 94+00.00 - 108+00.00

200'100'0

Scale in Feet

Profile Grade

Existing Ground

Hammerhead Turnaround

Potential Temporary

Hammerhead Turnaround

Potential Temporary

Curve = ALI291-66

PI 94+02.38

D

R = 100.00'

T = 25.86'

L = 50.61'

Curve = ALI291-67

PI 95+10.69

D

R = 200.00'

T = 17.24'

L = 34.40'

Curve = ALI291-68

PI 95+83.28

D

R = 74.00'

T = 23.48'

L = 45.48'

Curve = ALI291-69

PI 96+56.86

D

R = 100.00'

T = 10.67'

L = 21.25'

Curve = ALI291-70

PI 97+18.48

D

R = 100.00'

T = 20.29'

L = 40.04'

Curve = ALI291-71

PI 98+74.73

D

R = 350.00'

T = 54.29'

L = 107.72'

Curve = ALI291-72

PI 100+57.55

D

R = 450.00'

T = 76.44'

L = 151.43'

Curve = ALI291-73

PI 103+01.31

D

R = 100.00'

T = 23.12'

L = 45.45'

Curve = ALI291-74

PI 103+60.12

D

R = 100.00'

T = 17.51'

L = 34.67'

Curve = ALI291-75

PI 104+15.07

D

R = 100.00'

T = 37.79'

L = 72.27'

Curve = ALI291-76

PI 104+70.78

D

R = 75.00'

T = 21.24'

L = 41.39'

Curve = ALI291-77

PI 105+40.39

D

R = 90.00'

T = 49.45'

L = 90.44'

Curve = ALI291-78

PI 105+97.26

D

R = 100.00'

T = 15.88'

L = 31.50'

Curve = ALI291-79

PI 106+94.92

D

R = 300.00'

T = 29.44'

L = 58.68'

Curve = ALI291-80

PI 107+90.81

D

R = 260.00'

T = 24.33'

L = 48.52'

092-240-035

STATE OF CA.

092-240-035

STATE OF CA.

5 6

67006

05 6710

P C

.4

P T

.0

P C

.3

PT

.7

PC

.9

PRC

0+ .3

P T

.1

P

C

.2

P T

.1

P C

.9

P T

.1

P C

.8

P R

C

.7

PR

C .0

PRC 117+76.76

P T

.1

P C

.5

3 PRC 119+74.21 120+

P R C .7

PT

.7

PC

121+

30.25

PT 122+21.31

PC 122+31.57

PRC 122+82.21

PC

3+ .0

P T .3

T C

E n o t a c q u ir e d a s o f M a r c h

, 2

,7

.8

,7

.0

+0.474%

V P I

E L

,6

.9

75' VC

V P I

E L

,7

.3

+4.33 3%

-1.841%

125' VC

V P I

E L

,7

.0

-1.841% +4.66 7%

175' VC

V P I

E L

,7

.6

+4.66 7% -4.667%

150' VC

V P I

E L

,6

.6

-4.667%

70' VC

V P I

E L

,6

.0

-4.000%

75' VC

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r R y a n .O ls o n

CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r R y a n .O ls o n _ Dollar Creek Trail

CA FLAP 10089(1)

108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00

C8

DOLLAR CREEK SHARED USE PATH STA. 108+00.00 - 122+00.00

200'100'0

Scale in Feet

Existing Ground

6750 6750

Hammerhead Turnaround

Potential Temporary

Hammerhead Turnaround

Potential Temporary and establish turf conserved topsoil, (informal trail), place

Obliterate roadway

Profile Grade aprons

Transition

Curve = ALI291-81

PI 109+62.52

D

R = 75.00'

T = 26.15'

L = 50.32'

Curve = ALI291-82

PI 110+50.18

D

R = 120.00'

T = 11.20'

L = 22.35'

Curve = ALI291-83

PI 110+88.87

D

R = 75.00'

T = 27.55'

L = 52.80'

Curve = ALI291-84

PI 111+93.84

D

R = 180.00'

T = 60.60'

L = 116.91'

Curve = ALI291-85

PI 113+81.97

D

R = 100.00'

T = 49.02'

L = 91.16'

Curve = ALI291-86

PI 115+44.59

D

R = 170.00'

T = 41.75'

L = 81.89'

Curve = ALI291-87

PI 116+24.84

D

T = 40.12'

L = 76.31'

Curve = ALI291-88

PI 117+47.53

D

R = 60.00'

T = 86.50'

L = 115.73'

Curve = ALI291-89

PI 118+12.76

D

R = 105.00'

T = 36.00'

L = 69.36'

Curve = ALI291-90

PI 119+32.64

D

R = 100.00'

T = 48.11'

L = 89.68'

Curve = ALI291-91

PI 119+99.52

D

R = 100.00'

T = 25.31'

L = 49.58'

Curve = ALI291-92

PI 120+68.46

D

R = 50.00'

T = 44.67'

L = 72.92'

Curve = ALI291-93

PI 121+76.59

D

R = 200.00'

T = 46.33'

L = 91.06'

R = 100.00' zone (SEZ) environmental

Stream

092-240-035

STATE OF CA.

092-240-035

STATE OF CA.

092-010-023

Placer County

L t

R t

C o n s tr u c t r ip r a p a p r o n

I n s ta ll e n d s e c ti o n

L t

R t x

C u lv e r t

P C

.8

PRC

5+ .7

PR

C 117+

76.76

PC 118+84.53

P R C

.2

120+

P T

.7

P C

.2

P T

.3

P C

.5

P R

C

.2

P T

.6

P C

.0

P T

.3

P C

.6

PT 125+49.93

PC 1

27+

27.

P T

.3

P C

.6

P T .9

P O T .5

T C E n o t ac q u ir ed a s o f

M ar ch

V P I

E L

,6

.0

-1.421%

75' VC

V P I

E L

,6

.6

-1.421% -2.342%

200' VC

V P I

E L

,6

.5

-2.342% -0.500%

60' VC

,6

.1

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

_ CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r b ia n c a .s m it h

Dollar Creek Trail

CA FLAP 10089(1)

122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00

C9

DOLLAR CREEK SHARED USE PATH STA. 122+00.00 - 130+00.00

200'100'0

Scale in Feet

Profile Grade

Existing Ground

Existing gravel road

Fu lt o n C re sc e n t

D ri ve

Lynow ood D rive

Hammerhead Turnaround

Potential Temporary trail to 8' wide paved trail

Transition from 10' wide paved

Sta. 127+70 to 127+81

See special 251-A a random and natural appearance

Place Boulders, create

Curve = ALI291-94

PI 122+57.14

D

R = 150.00'

T = 25.56'

L = 50.64'

Curve = ALI291-95

PI 123+06.20

D

R = 74.00'

T = 23.99'

L = 46.39'

Curve = ALI291-96

PI 123+52.76

D

R = 125.00'

T = 16.75'

L = 33.30'

Curve = ALI291-97

PI 125+18.82

D

R = 74.00'

T = 36.16'

L = 67.26'

Curve = ALI291-98

PI 127+83.05

D

R = 50.00'

T = 55.15'

L = 83.44'

Curve = ALI291-99

PI 128+88.02

D

R = 100.00'

T = 18.38'

L = 36.35' panel (8' x 3')

Detectable warning

SEZ Zone

619-A

Bollard, see Special

092-010-023

Placer County

E: 7098857.7762

N: 2208522.2982

Station 129+42.00

End Project

Dollar Creek Shared Use Path

CA FLAP SR89(1)

Option Y

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R P a r k in g .d g n

U s e r r y a n .o ls o n

CA D4N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R P a r k in g .d g n

U s e r r y a n .o ls o n

Dollar Creek Trail

CA FLAP 10089(1)

,4

.0

V P I

E L

,4

.4

+1.921%

+1.581%

200' VC

,5

.2

POT 20

0+00.0

200+00

PC 200+22.71

P T

.8

P C

.2

P T

.0

P C

.6

P T

.4

P C

.1

PT 20

6+21.27

POT 206

+52.52

H

IG

H L A

N

L A

G E

N .T .P .U .D

DOLLAR CREEK DRIVEWAY AND PARKING STA. 200+00.00 - 206+47.52

200+00

100'50'0

Scale in Feet

200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50 207+00

Profile Grade

Existing Ground

D1 detail 619-A

Bollard, see special pad (do not disturb)

Existing transformer be ≤ 1.8% in all directions stall and access aisle to Grade accessible parking

20' 9'

10'

21'

R = 25 ft

R=3'

Pavement markings, 4" white (typ.)

R=5'

R=5'

R=5'

7.5'

7.5'

8'

PARKING

ONLY

MINIMUM

FINE $250

VAN

ACCESSIBLE

& R7-8b

R99C (CA)

Curve = ALI_PKG-1

PI 200+60.81

D

R = 50.00'

T = 38.11'

L = 65.12'

Curve = ALI_PKG-2

PI 201+65.26

D

R = 120.00'

T = 18.03'

L = 35.79'

Curve = ALI_PKG-3

PI 203+75.16

D

R = 175.00'

T = 47.51'

L = 92.79'

Curve = ALI_PKG-4

PI 206+07.00

D

R = 25.00'

T = 24.85'

L = 39.12' detail on Special 634-A) aisle (see hatching Hatch accessible

25'

10'

1:3 1:3

12'

18-24" ground

Existing

Section A-A

A

A

B B

No Scale

634-A) marking (See Special Accessible pavement

(Pay using equipment hours)

Construct infiltration basin

6'

4' ground

Existing

Section B-B

18-24"

40'

1:

21:3

1'

1:31:

18"

Riprap Weir

1.5'

1'

See Section 633 Install snow pole (typ.)

Concrete curb

E: 7098737.5125

N: 2201711.5027

Station 200+00.00

Begin Project

Dollar Creek Driveway & Parking

CA FLAP SR89(1)

Option Y

E: 7098790.7548

N: 2202293.1587

Trail Station 18+39.21

Station 206+47.52

End Project

Driveway & Parking

Dollar Creek

CA FLAP SR89(1)

Option Y power pole or supports

Do not disturb exist.

exist. light pole

Do not disturb

646-A)

(See Special

Install Bike rack

(See Special 615-B) trash enclosure and Gov't. furnished

Install Concrete pad

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R S ta g in g A c c e s s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r g w e n d o ly n .r if fl e

CA D4N/A

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R S ta g in g A c c e s s .d g n

U s e r g w e n d o ly n .r if fl e

Dollar Creek Trail

CA FLAP 10089(1)

D o ll a r D r iv e

Highway 28

Observation Drive

ACCESS PLAN

STAGING AND

200'100'0

Scale in Feet

D2 location) construction of roadway in final will only be paid once for base for this portion of roadway section (grading and aggregate

Temporary road entrance

Stabilized construction

Sheet 1 of 3 location) construction of roadway in final will only be paid once for base for this portion of roadway section (grading and aggregate

Temporary road staging area

Potential temporary

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R S ta g in g A c c e s s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r g w e n d o ly n .r if fl e

CA D4N/A

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R S ta g in g A c c e s s .d g n

U s e r g w e n d o ly n .r if fl e

Dollar Creek Trail

CA FLAP 10089(1)

+00

45+

D3 section

Temporary road

ACCESS PLAN

STAGING AND

road Existing dirt

200'100'0

Scale in Feet

H ig h la n d s D r iv e

Country Club Drive entrance Stabilized construction

Sheet 2 of 3

Proposed trail

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R S ta g in g A c c e s s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r g w e n d o ly n .r if fl e

CA D4N/A

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P S

R S ta g in g A c c e s s .d g n

U s e r g w e n d o ly n .r if fl e

Dollar Creek Trail

CA FLAP 10089(1)

20 21

0+

+00

125+00

200'100'0

Scale in Feet

ACCESS PLAN

STAGING AND

D4

Fulton Crescent Drive

L y n w o o d D r iv e

B e a u m o n t

R o a d

Marino Way

Existing dirt road staging area

Potential temporary

Proposed trail location) construction of roadway in final will only be paid once for base for this portion of roadway section (grading and aggregate

Temporary road

Sheet 3 of 3

200+00

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

PT

+21 .2

D o ll a r

D ri v e

E1

Highway 28

100'50'0

Scale in Feet

100'50'0

Scale in Feet

3.

2.

1.

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

10+00 - 25+00

CONTROL PLAN

EROSION AND SEDIMENT

TREE REMOVAL AND

(large tree to remain) Remove 8" pine

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

38+

E2

100'50'0

Scale in Feet

100'50'0

Scale in Feet

3.

2.

1.

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

25+00 - 38+00

CONTROL PLAN

EROSION AND SEDIMENT

TREE REMOVAL AND

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

+00

0 5

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

E3

3.

2.

1.

D o ll a r C r e e k

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Proposed Bridge

38+00 - 54+00

CONTROL PLAN

0 6

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

0 6

69+

E4

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

3.

2.

1.

100'50'0

Scale in Feet

100'50'0

Scale in Feet

54+00 - 69+00

CONTROL PLAN

69+00

70+00

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

78+

79+

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

3.

2.

1.

E5

100'50'0

Scale in Feet

100'50'0

Scale in Feet 69+00 - 86+00

CONTROL PLAN

0 8

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

0 9

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

3.

2.

1.

E6

100'50'0

Scale in Feet

100'50'0

Scale in Feet

86+00 - 101+00

CONTROL PLAN

0 1

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

0 1

0 1

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

3.

2.

1.

E7

100'50'0

Scale in Feet

100'50'0

Scale in Feet 101+00 - 117+00

CONTROL PLAN

121+00

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

6+

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

3.

2.

1.

E8

100'50'0

Scale in Feet

100'50'0

Scale in Feet

117+00 - 126+00

CONTROL PLAN

126+00

127+00

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E E

C .d g n

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

E12

Note:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices are not to scale.

Staging and Access Plan

All Stabilized Construction Entrances are shown in the

3.

2.

1.

E9

100'50'0

Scale in Feet

Fult on C resc ent

Dr

L y n w o o d D r

126+00 - 129+43.56

CONTROL PLAN

SILT FENCE

REVISED:

6" min. trench

6" min.

18" min.

30" min.

24" min.

DETAIL APPROVED FOR USE 01/2011

C157-50

NOTE:

5.

4.

3.

2.

1.

mesh of equivalent strength.

6 in. x 6 in. or prefabricated polymeric

14-gauge steel wire with a mesh spacing of

Silt fence support mesh consists of

6 ft. (max.)

Post spacing without fence support mesh =

10 ft. (max.)

Post spacing with fence support mesh = water from running around the ends.

Curve the silt fence up the slope to prevent contours as closely as possible.

Install silt fence to follow the ground manufacturer's recommendations.

machine-sliced silt fence according to the slicing as approved by the CO. Install

Silt fence may be installed using machine

E10

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Panel B

Steel or wood post

Geotextile, type V-A

Backfilled and compacted soil

Limits of clearing

Steel or wood post

Panel A

Varies

Varies

See Note 3 for spacing

See Note 4

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

NO SCALE

PLAN

T o e o f s lo p

Note 3See

Staple or tie

See Note 5

Fence support mesh (optional)

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

POSTS AT JOINTS

See End Posts Detail

End posts

Geotextile fabric

Staple or tie

SILT FENCE AS PERIMETER CONTROL

Fill

Existing ground

Sheet flow Silt fence

PLAN

SECTION A-A

A

A

Roadway

Edge of shoulder

Edge of shoulder

Toe of slope

Toe of slope

Posts Detail

See End

End posts

Silt fence

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts E C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

E12

CONSTRUCTION ENTRANCE

STABILIZED

6" min.

50' m in.

NO SCALE

See Note 2

25' radius max.

1:1 m ax

Cut slope

1:1 m ax

Fill slope ground

Existing

Roadway

Existing Ground

Minimize clearing and construction limits

12' - 20'

Temporary Road

Stabilized Construction Entrance/

TYPICAL SECTION

Construction Entrance)

(Subsidiary to Stabilized

Construction Entrance)

(Subsidiary to Stabilized

Type-IV-E Geotextile

6" crushed aggregate

157-A

4.

4.

E11

4.

(Subsidiary to Stabilized Construction Entrance)

Clean, crushed aggregate 3" to 6" in diameter

Stabilized Construction Entrance.

aggregate may be used. Aggregate is subsidiary to of the temporary access road, 3/4" or 1" minus

50 ft of the construction entrance. For the remainder

6" crushed aggregate must be used for the first

Entrances longer than 50')

(Stabilized Construction

1:1 for the temporary access road

20' max. Taper down to 12' at a

STABILIZED CONSTRUCTION ENTRANCE

ingress / egress area

Provide full width of

NOTE:

Existing paved road reduce tracking onto paved roadway.

Remove build-up of sediment as necessary to typical truck using exit.

Construct radius to allow turning movement of where entrance crosses existing drainage ditches.

directed by the CO. Provide temporary drainage

Construct drainage ditches along entrance as

3.

2.

1.

Geotextile type IV-E

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E s p A .d

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

Flow

Stagger joints (typ.)

NO SCALE

12" max.

Trench 2" min.

12" min.

Trench 2" min.

12" min.

See Note 2

Stake Spacing

NOTE:

5.

4.

3.

2.

1.

See Note 2

STAKE DETAIL

157-B

Tightly abut joints (typ.)

Toe of fill slope

Fill slope

FlowFlow Flow

ELEVATION

PLAN

recommendation

According to manufacturer's

Trench 2" (min.) or

Fill slope gaps. See Note 5.

Tie ends if necessary to eliminate

Abut log ends tightly together.

flared end section

Culvert inlet with

E12 uphill side of fiber roll

Place excavated material on

Fiber roll

AT TOE OF SLOPE LAYOUT

FIBER ROLL

FIBER ROLL JOINT DETAIL

uphill side of fiber roll

Place excavated material on

FIBER ROLL IN DITCH

uphill side of fiber roll

Place excavated material on

AT CULVERT INLET

FIBER ROLL

inlets fiber rolls around culvert

Install 2 - 9" Ø min. x 10' the manufacturer's recommendations.

Fiber rolls may be overlapped according to through fiber roll rather than under it.

of log to ensure storm water is forced to flow sides. Tamp soil backfill against upstream side continuous contact with trench bottom and parallel to the contour. Place fiber rolls in

For fiber rolls on bare soil, construct trenches of fiber roll.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least at each end.

manufacturer's recommendations). Stake fiber rolls stakes. Space stakes 4' o.c. max. (or according to

Stake fiber rolls in place with 1" x 1" or 1" Ø wood

Repair all rills or gullies prior to installation.

FIBER ROLL

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts E s p B .d

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

max.

2 ft

1 ft min.

6.

5.

4.

3.

2.

1.

NOTE:

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

F1

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts F C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DETAIL

U.S. CUSTOMARY DETAIL

U s e r g w e n d o ly n .r if fl e

CAN/A

Dollar Creek Trail

F1

PLAN

C TrailL

D o ll a r

C re e k

6'-0" ty p

El. 6538.05

El. 6537.89

El. 6538.58

El. 6538.42

N

6,520

6,525

6,530

6,535

6,540

6,545

6,550

+1.062% Grade

@ C Trail

Profile grade

L

ABUTMENT 1

ABUTMENT 2

Lground @ C Trail.

Approximate existing

L@ 13'-0" Lt. of C Trail.

Approximate existing ground

L@ 13'-0" Rt. of C Trail.

Approximate existing ground

Approximate min.

low chord El. 6534.86

Tubular Steel Pedestrian Rail

(typ.)

Berm El. 6534.4

Length of Bridge = 50'-0"

ELEVATION

El. 6537.97

Sta. 48+65.00

Begin Bridge

El. 6538.50

Sta. 49+15.00

End Bridge

Q

Q

Q

WS EL.

HYDRAULIC DATA

Q(ft /s)Vm(ft/s)3

5.32

9.70

10.35

6530.10

6531.07

6531.31

+1.062%

+1.062%

S ta

.0

E n d B r id g e

S ta

.0

B e g in B r id g e

V P

T

E L

,5

.6

V P

C

.0

E L

,5

.0

GRADE DIAGRAM

No Scale

Elevations are at profile grade @ C TrailL

Drawing No. Description

BRIDGE DRAWING INDEX

RG2994-A

RG2994-B

RG2994-C

RG2994-D

RG2994-E

RG2994-F

GENERAL NOTES

FOUNDATION PLAN

PLAN AND ELEVATION

ABUTMENTS

WINGWALLS

TYPICAL SECTION

Note: Water surface elevations are at upstream face of bridge

*El. 6530.9 El. 6531.4*

K. EIKERMANN

PLAN AND ELEVATION

A

Berm El. 6534.6

Steel Bridge

Prefabricated Modular

S1

1" = 10'-0" 1

WINGWALL A

WINGWALL B

WINGWALL C

WINGWALL D

EXP FIX

El. 6531.31

Water…