CA YOSE 14(7) PLANS.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2020.06.18 14:24:00 -06'00'

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

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 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

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E 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

Y O

S E .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

Repairs on Wawona Road

CA YOSE 14(7)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

Special Rock Embankment (Proposed)

A3

Full Depth Patch Type 1 (Proposed)

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

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

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E 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

Y O

S E .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

A4

SURVEY CONTROL

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

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

C T

L

Y O

S E .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

REPAIRS ON WAWONA

SITE MAP

A5

22 Miles to Mariposa, CA

M iles to G rovelan d , C

A

Scale in Miles

MP 19.6 - Overflow Culvert Site

MP 8.0 - Rock Slope Repair Site

O a k h u r s t, C

A

M il e t o

MP 20.3 - Drainage Improvement Site

MP 18.7 - Special Rock Embankment Site

Chinqaupin Staging Area (MP 17.4)

Wawona Maintenance Yard and Waste Site (MP 5.5)

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E 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

Y O

S E .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

A6

CL

MP 8.0

WITH DITCH SECTION

TYPICAL ROCK CUT

Match Existing

Existing slope

NO SCALE

Ditch widening requires subdrilling

NOTE:

aggregate base depth varies

Existing asphalt and

24'

1' shldr 1' shldr11' 11'

Traveled Way Traveled Way

12'

1:4

DETAIL A

30°

Asphalt concrete pavement sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° pavement edge (safety edge) base

Aggregate

EXISTING TYPICAL SECTION

Rockfall Catchment

P r o p o s e d C u t

H e ig h t ft

1:6

26' max.

Clearing and construction limits

0.6'

1.

LENGTH OF PROJECT

MP 20.3

MP 19.6

MP 18.7

MP 8.0

Mile Post (MP) Roadway (ft.)

Description

Culvert

Relief Culvert

Special Rock Embankment

Roadway Excavation

Total Distance (mi.)

Total Distance (ft)

0.08

2.

1.

Match Existing Road Dimension

Full Depth Patch, Type 2

See 418-A

5' in the plans.

Clearing assumed 5' beyond final installation limits unless noted activities damage the road.

Place Full Depth Patch, Type 2 only where rock cut excavation

REPAIRS ON WAWONA

TYPICAL SECTION

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E 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

Y O

S E .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

B1

SUMMARY OF QUANTITIES

Sheet 1 of 2

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

S u m m a r y o f

Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

Sheet 2 of 2

SUMMARY OF QUANTITIES

B2

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

S u m m a r y o f

Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

B3

REPAIR SITE

ROCK SLOPE

MP 8.0

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

M P .0 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

B4

EMBANKMENT SITE

SPECIAL ROCK

MP 18.7

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

M P

.7 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

B5

SITE

OVERFLOW CULVERT

MP 19.6

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

M P

.6 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

B6

IMPROVEMENT SITE

DRAINAGE

MP 20.3

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

M P

.3 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

B7

CONTROL SUMMARIES

TEMPORARY TRAFFIC

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts B S u m m B

T T

C S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

Photo 1: Approximate Rock Cut Limits (Visible in Photo) and Planar Slope

STATE

CA

PROJECT

CA VOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

Detached Block (Bolted)

Photo 2: Approximate Rock Cut Limits (Visible in Photo) and Detached Bolted Rock

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

MP 8.0 - ROCK SLOPE

REPAIR SITE

Sheet 2 of 2

SHEET

NUMBER

C2

.6

"S

TUMP

"S

TUMP

52+50

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

.d g n

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

Repairs on Wawona Road

CA YOSE 14(7)

0+00

-50 -40 -30 -20 +20 +30 +40 +50+10-10

20'10'0

Scale in Feet

Existing Tree (Typ.)

D1

13°40'11.8"

Station 52+58.86

Clean Existing 18" Pipe

13°40'11.8"

Offset = 42.72' Lt.

Invert Elev. = 980.88'

Offset = 30.91' Rt.

Invert Elev. = 986.18'

Elev. = 1000.75'

LC

18" CMP x 74' @ 7 .20%

6'

Install 6' on new 18" CMP, Rt.

Remove 6' of existing 18" CMP &

Install 6' on new 18" CMP, Rt.

Remove 6' of existing 18" CMP &

Offset = 24.92' Rt.

Invert Elev. = 985.75'

5'

5'

5'

5'

9.5'

5'

6.5'

12.6'

6'

MP 19.6 - Overflow Culvert Site

See C157-55 as perimeter control

Install 25' fiber roll

See C157-55 as perimeter control

Install 25' fiber roll

NOTE:

See C157-55 as perimeter control

Install 40' fiber roll

E 39330704.689

N 2340855.350

MP 19.6 (Existing Culvert)

Depth 2 ft.

Class 3 Riprap Apron approximate and not to scale.

Erosion and sediment control device locations are

Do not disturb or remove trees within clearing limits.

elevation prior to operations.

ground survey and stakes. Verify culvert

Elevations shown on plans are relative to

3.

2.

1.

No Passing Centerline

4" Double Yellow, Full Depth Patch Type 2

Edge Stripe Lt & Rt

4" White

12.6'

2'

See 633-A

Install Object Marker, Type 2

See 633-A

Type 2

Install Object Marker, "S

TUMP

"S

TUMP

52+50

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

.d g n

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

Repairs on Wawona Road

CA YOSE 14(7)

0+00

-50 -40 -30 -20 +20 +30 +40 +50+10-10

NOTE:

20'10'0

Scale in Feet

Existing Tree (Typ.)

D2

Station 52+52.68

Offset = 24.21' Lt

Invert Elev. = 993.00' Offset = 20.70' Rt

Invert Elev=994.12'

Elev. = 1000.40'

CL

36" CMP x 46' @ 2.50%

2' See C251-50

Class 3 Ripral Apron

13°40'11.8"

Elev. = 996.60'

13°40'11.8"

See 602-4

End Section, Lt.

Install 36' x 46" CMP

Station 52+58.86

15'

Full Depth Patch Type 2

9.3'

25.5'

1:4

1:1.7

1:50

See 620-A

Headwall, Rt.

Stone Masonry

5' 6.5'

9.5'

5'

5'

5'5'

12'

No Passing Centerline

4" Double Yellow, MP 19.6 - Overflow Culvert Site

See C157-55 as perimeter control

Install 25' fiber roll in disturbed areas seeding and mulch, dry method

Place conserved topsoil and

See C157-55 as perimeter control

Install 40' fiber roll

E 39330690.039

N 2340835.185

MP 19.6 (Relief Culvert)

Depth 2 ft.

Class 3 Riprap Apron

15' approximate and not to scale.

Erosion and sediment control device locations are elevation prior to operations.

ground survey and stakes. Verify culvert

Elevations shown on plans are relative to with the CO to avoid tree removals.

locations will be field adjusted in coordination

Final pipe, end section, and outlet riprap apron

Do not remove or disturb trees within clearing limits.

4.

3.

2.

1.

Edge Stripe Lt & Rt

4" White

See 633-A

Install object Marker, Type 2

See 633-A

Install Object Marker, Type 2 c::, Trench 2" min.

V-ditch design shown.

Check dam installation details are similar for flat-bottom ditches.

CROSS SECTION

Place excavated material on uphill side of fiber roll

See Note 5

Fiber roll 9"/lJ min.

Flow Line Flow ---

16" min Trench 2" min.

FIBER ROLL

STAKING DETAIL

PLAN

FIBER ROLL

CHECK DAM SPACING*

(See Note 7)

DITCH CHECK DAM

GRADE SPACING (max.)

(ft)

2% 150 3% 100 4% 80 5% 60

* Spacing calculated based on 9" fl} min fiber roll. Do not use fiber roll check dams on ditch grades steeper than 5%.

Curve ends upstream to prevent flow around the ends See Note 6

FIBER ROLL CHECK DAM

Class 1 riprap

Class 1 riprap

V-DITCH

CROSS SECTION

FLAT-BOTTOM DITCH

CROSS SECTION

RIPRAP

CHECK DAM SPACING

(See Note 7)

DITCH CHECK DAM

GRADE SPACING (max.)

(ft)

2% 150 3% 100 4% 80 5% 60 6% 50

RIPRAP CHECK DAM

12" (min.)

12" (min.)

STATE

CA

NOTE:

PROJECT

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

1. Check dams of fiber rolls, riprap, or gravel bags may be used as approved by the CO, to meet the functional requirements of the check dam device.

SHEET

NUMBER

El

2. Repair all rills or gullies and properly compact prior to installation.

3. Install check dams in ditches perpendicular to the flowline.

4. Stake fiber rolls in place with 1 ½J'' x 1 ½J'' wood stakes.

Drive stakes at each end of the fiber roll and at 2' (max) spacing.

5. Drive stakes into undisturbed soil of trench bottom 16" (min).

Expose stakes 2" (min.) above top of fiber roll.

6. Provide sufficient length to prevent water from flowing around the ends of the fiber roll.

7. Adjust check dam spacing based on site-specific conditions.

NO SCALE

CROSS SECTION

GRAVEL BAG

CHECK DAM SPACING*

(See Note 7)

DITCH CHECK DAM

GRADE SPACING (max.)

(ft)

2% 150 3% 100 4% 80 5% 60 6% 50

* Do not use gravel bag check dams on ditch grades steeper than 6%

GRAVEL BAG CHECK DAM

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

CHECK DAM

DETAIL APPROVED FOR USE 01/2011 DETAIL

REVISED: 08/2014 C157-53 .._ ____________________________________________________________________________________ __, ______________ __, _____ .., Pay Limits

Fiber Roll

FIBER ROLL .JOINT DETAIL

Place excavated material on uphill side of fiber roll

Fiber Roll

Slope

FIBER ROLL LAPPING DETAIL

Fill slope

Trench 2" min.

Place excavated material on uphill side of fiber roll

Stagger joints (typ.)

12" min.

"' FIBER ROLL AS PERIMETER CONTROL

FIBER ROLL SPACING TABLE*

Slope Gradient 9" {?} Fiber Roll Maximum soacina (ft)

1 V:4H or flatter 60 Between 1V:4H and 1V:3H 45 Between 1V:3H and 1V:2H 30

1V:2H or steeper 15

*Approximate spacing shown. Adjust spacing as needed due to project-specific conditions.

FIBER ROLL SLOPE LAYOUT

Install fiber rolls along contours

A

L Flow

Install fiber rolls below culvert as needed to control runoff See note 6

FIBER ROLL

STATE PROJECT

CA CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931 NOTE: DRAWING NO.: 104-167792

1. Repair all rills or gullies and properly compact prior to installation.

2. Install fiber rolls along slope contours. For any 20' section of fiber roll, do not allow the fiber roll to vary more than 5% from level.

3. Stake fiber rolls in place with 1 "x 1" or 1 "{?} wood stakes. Space stakes 4' o.c. max. on slopes and 2' o.c. max. culverts. Stake fiber rolls 6-inches from each end.

4. Drive stakes into undisturbed soil at least 12" deep.

Expose stakes 2" above top of fiber roll.

SHEET

NUMBER

E2

5. For fiber rolls on bare soil, construct trenches parallel to the contour. Place fiber rolls in continuous contact with trench bottom and sides. Tamp soil backfill against upstream side of fiber roll to ensure storm water is forced to flow through fiber roll rather than under it.

6. Place fiber rolls all the way around the inlet when the disturbance is on both the road and around the culvert and all water entering the culvert is crossing the disturbance.

Install fiber rolls around culvert inlet See Fiber Rolls at Culverts table for length requirements

Culvert inlet with flared end section

A

J

Install fiber rolls around culvert outlet See Fiber Rolls at Culverts table for length requirements

Culvert outlet with flared end section

Flow

FIBER ROLL

AT CULVERT INLET AT CULVERT OUTLET

12" min.

Place excavated material on uphill side of fiber roll

Fill or cut slope

Flow

Trench fiber roll 2" min.

SECTION A-A

FIBER ROLLS AT CULVERTS*

Culvert Size 9" {?} Fiber Roll length (ft)

24" or smaller 10 30" to 48" 20

54" or larger 30

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

FIBER ROLL

STAKE DETAIL ~ INSTALLATION DETAIL *Approximate length shown for rolls across the ~ top of the culvert inlet only. Adjust length as DETAILAPPRovEo ,oR usE 0112011 DETAIL

~ needed due to project-specific conditions. REvism 1212017 C 15 7-5 5 ..__ ___________________________________________________ ....L ________ ___L...:::.:;::.:.._:::::_J

NOTE:

204-A

NO SCALE

F1

Design cut slope line

Excavation

DETAIL A

Design cut slope

18" line

Excavation

DETAIL B

(typ.)

removal

Rock ledge

9" 9"

ROCK CUT SLOPE FINISHING

ROADWAY EXCAVATION

Tolerance

MP 8.0 WAWONA ROAD

TYPICAL ROCK BLASTING SECTION

3.

bench lifts.

Final excavated face may have up to 18 inch offsets at blast 3.

as rock cut progresses.

Top down construction allows rock dowels to be installed2.

existing fracture plane(s).

Dominant rock structure will dictate final face, likely break back to1.

Existing ground

See Detail A

See Detail B

P r o p o s e d C u t

H e ig h t

V a r ie s

1:6

Proposed design cutslope

(typ.)

Rock ledge

Rockfall

Catchment

26'

Slope Break

Typical Section

Existing Roadway

Existing Historic Road Bench

Ditch widening requires subdrilling

See Special 651-A

Protection, Wire Mesh (typ.)

Draped Rockfall

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts F A

R o c k

C u t_

D e ta il .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

U s e r m ig u e l.

z .m a r ti n e z

G1

251-A

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

5.1

2.2

NO SCALE

C

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

L

H

D

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id th

D

4D

PLAN VIEW

or flatter

Sloped 1V:2H will not be measured for payment.

3. Excavation for placement of riprap

Subsection 714.01(a).

2. Furnish geotextile conforming to slopes of less than 10%.

1. Use for aprons serving culverts with

D

D D

Flowline

D

D D

(min.)

(min.)

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts G S

P A .d

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

252-A

G2

2%

10' max.

Mechanically Placed

Special Rock Embankment

S lo p e Fa ce (1 :1 m a x.)

w/1V:1H max Embankment Slope)

(Mechanically Placed Boulders, 4' min.

Do not disturb existing curb

6"

6"

Lean concrete backfill

7.

6.

5.

4.

3.

2.

1.

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

TYPICAL SECTION

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

8' min.

Type C (non-woven) Geotextile Filter, Class 1, 1' min.

Compact according to Section 204.

Backfill behind curb with excavated native material.

Final Grade

Existing Ground

1:3

Furnish backfil material conforming to Subsection 704.03(a).

Furnish lean concrete backfill conforming to Section 614.

Furnish Geotextile material conforming to 714.01(a).

Furnish rock material conforming to Subsection 705.04(a).

Wrap bottom, back and top of Special Rock Embankment.

Construct slope face to match existing adjacent slopes.

Special Rock Embankment (25201-1000) pay item.

Embankments, Mechanically Placed are included in the

All work and materials required to construct Special Rock determined by the CO.

Final locations and limits for Special Rock Embankment to be

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts G S

P A .d

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

260-A NO SCALE

ROCK DOWEL

Unstable Block Stable Rock

Rock Face

Hex Nut

Flat or Beveled Washers max.

20°

Bar Coupler and Pressure Gauge

To Hydraulic Pump

Ram

Hydraulic

Jack

Hex Nut

(Chair)

Steel Frame

Centralizer

Drilled Rock Dowel Hole

Nonshrink grout

One Stage

Centralizer

6" (min.)

m in

" (nom.) Bearing Plate 2

8" x 8" x

20 ft. (min.) Rock Dowel Pay Limits

TABLE 1 ROCK DOWEL DETAILS

Centralizer 15° (min.)

Dowel

Beveled washer

Bearing Plate

Undamaged

Testing stub bar

ANCHOR TESTING DETAIL

TYPICAL LOAD TESTING SETUP BAR

G3NOTE:

shall not be accepted.

10. Use cement grout for the installation of the rock dowels. Resin anchors spills and leakage off the final rock face to the satisfaction of the CO.

the bottom to the top of hole. Contractor shall clean all grout overrun

9. Rock dowels shall be grouted in one phase. Grout shall be tremied from by the CO.

8. Install bearing plates in direct contact with the rock slope or as directed

7. Install rock dowels to a length of 20 feet. Couplers shall not be accepted.

on center.

Install centralizers within 2 feet of the tendon ends and 8 feet (or less)6.

A minimum of five (5) percent of the rock dowel shall have a lift-off test.

2. The test load for the rock dowels will be 15 kips or as directed by the CO.

ultimate bond stress of 12 ksf.

1. The design assumes the rock dowels will be in metamorphic rock with an

Threaded #8 Steel Bar

Deformed Continuously

6.

6.

passing test)

(Lockoff after

Hex Nut

6.

Design Assumptions:

Material Notes:

Installation Notes:

Rock face

Grout

Contractor to verify quantities with the CO prior to ordering.5.

approved paint color after final installation.

and painted brown as approved by the CO. Contractor shall field coat cut bar with

Nuts, washers, bearing plates and other exposed hardware shall be epoxy coated4.

that will not be pinched by washer.

Keyhole plate shall allow for tensioning of anchors with one (1 ea.) grout tubes

(ASTM A-108).Hex Nut:

(ASTM A-47, ASTM F-436)Beveled Washers:

8"x8"x1/2" (ASTM A36)Bearing Plate-Keyhole:

#8 bar (ASTM A-615),Rock Bolts: threaded Grade 75, Materials 3.

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts G S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

418-A

V a r ie s to Subsection 418.03

Remove pavement according to a depth of 10" base and subgrade material

Remove damaged pavement, pavement

Existing base course

Existing

NOTE:

1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

90% of the maximum specific gravity.

Compact minor hot asphalt concrete mix to a minimum of

4.

Pay Limits

Fog seal

5.

6.

material.

Asphalt millings can be used as acceptable crushed aggregate

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

FULL DEPTH PATCH

FLEXIBLE PAVEMENT

Pay Limits to a depth of 4" base and subgrade material

Remove damaged pavement, V a r ie s to Subsection 418.03

Remove pavement according pavement

Existing base course

Existing around the perimeter of the patch

Tack coat according to Section 412

Fog seal around the perimeter of the patch

Tack coat according to Section 412

NO SCALE

7.

to Subsection 412.04.

Clean existing surface prior to applying tack coat according item. See Section 418.

All items shown within the pay limits are included in the pay stabilization geogrid layer according to Subsection 714.03.

of crushed aggregate and existing base course. Install

For Type 1 patch, place stabilization geogrid between bottom

Fog seal surface according to Section 406.

6" crushed aggregate

Stabilization geogrid

K1

4" Asphalt concrete

4" Asphalt concrete

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts K S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

STATE PROJECT SHEET

NUMBER

METAL ROUND PIPE CULVERT CA CA YOSE 14(7)

Tl Reoairs on Wawona Road

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

STEEL ALUMINUM NOTE:

PIPE 22/2" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE 22/2" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS

1. When directed, camber pipe culverts upward

SIZE MINIMUM METAL THICKNESS (INCH/GAGE) SIZE MINIMUM

METAL THICKNESS (INCH/GAGE) from a chord through the inlet and outlet DIAMETER COVER 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 DIAMETER COVER 0.060/16 0.075/14 0.105/12 0.135/10 0.164/8 0.060/16 0.075/14 0.105/12 0.135/10 0.164/8 inverts an ordinate amount equal to 1 % of the INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) pipe length. Develop camber on a parabolic

12 12 100 100 100 100 100 12 12 100 100 100 100 100 curve. If the midpoint elevation on the 15 12 100 100 100 100 100 15 12 100 100 100 100 100 parabolic curve as designed exceeds the 18 12 100 100 100 100 100 18 12 100 100 100 100 100 elevation of the inlet invert, reduce the amount 21 12 100 100 100 100 100 21 12 88 100 100 100 100 of camber or increase the pipe culvert gradient.

24 12 100 100 100 100 100 24 12 77 97 100 100 100 30 12 85 100 100 100 100 30 12 62 77 100 100 100 71 89 100 100 100 2. Fill heights exceeding 100 feet require

36 12 71 89 100 100 100 81 100 100 100 100 36 12 52 64 90 100 100 59 74 100 100 100 special analysis by the CO.

42 12 61 76 100 100 100 70 87 100 100 100 42 12 44 55 77 99 100 51 64 89 100 100 The fill heights in the table are for helical 48 12 53 66 93 100 100 61 76 100 100 100 54 68 95 100 100 48 12 67 87 100 44 56 78 100 100 3.

54 12 59 83 100 100 54 68 95 100 100 48 60 85 100 100 54 18 54 71 88 39 50 69 93 100 lockseam and welded seam pipe only.

60 12 74 97 100 49 61 86 100 100 43 54 76 98 100 60 18 57 72 35 45 62 83 98 Fill heights for culvert pipe with annular corrugations are more restrictive than those

66 12 87 100 44 55 78 100 100 39 49 69 89 100 66 18 58 32 40 56 76 89 of helical lockseam and welded seam pipe.

72 12 80 97 40 51 71 92 100 36 45 63 82 100 72 18 45 30 37 55 70 82 Obtain approval before furnishing annular 78 12 87 37 47 66 85 100 33 42 58 75 92 78 24 34 48 64 75 corrugation pipe.

84 12 75 35 43 61 78 96 31 39 54 70 86 84 24 44 59 70 90 12 32 40 57 73 90 29 36 51 65 80 90 24 41 62 65 4. Measure minimum cover from the top of the 96 12 38 53 69 84 34 48 61 75 96 24 38 51 61 pipe culvert to the subgrade for flexible

102 18 36 50 65 79 32 45 57 71 102 24 46 55 pavements, and to the top of the pavement for 108 18 47 61 75 42 54 67 108 24 42 50 rigid pavements. Measure maximum fill height

114 18 45 58 71 40 52 63 114 24 45 from the top of the pipe to the top of the

120 18 43 55 67 38 49 60 120 24 40 pavement for both flexible and rigid pavement.

126 18 52 64 47 57 132 18 50 61 44 54 138 18 48 58 42 52 144 18 56 50

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

PIPE ARCH 22/2" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE ARCH 22/2" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS

SIZE EQUI- MINIMUM METAL THICKNESS (INCH/GAGE) SIZE

EQUI- MINIMUM METAL THICKNESS (INCH/GAGE)

VALENT CORNER MINIMUM VALENT CORNER MINIMUM

SPANxRISE DIAMETER RADIUS COVER 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.079/14 0.109/12 0.138/10 0.168/8 0.079/14 0.109/12 0.138/10 0.168/8 SPAN x RISE DIAMETER RADIUS COVER 0.060/16 0.075/14 0.105/12 0.135/10 0.060/16 0.075/14 0.105/12 0.135/10

INCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

17 X 13 15 3 12 13 17 X 13 15 3 12 13 21 X 15 18 3 12 12 21 X 15 18 3 12 12 24x 18 21 3 12 13 24x 18 21 3 12 13 28x20 24 3 12 13 28 X 20 24 3 12 13 35x24 30 3 12 12 35x24 30 3 12 12 42 X 29 36 3.5 12 12 42 X 29 36 3.5 15 12 49x33 42 4 12 12 49x 33 42 4 15 12 57x38 48 5 12 12 57 x38 48 5 15 12 60x46 54 8 15 21 21 60x46 54 8 15 21 64x43 54 6 12 12 64x43 54 6 18 12 66x 51 60 9 15 21 21 66 X 51 60 9 18 21 71 x47 60 7 12 12 73x55 66 12 18 20 73x55 66 12 18 20 20 81 X 59 72 14 21 17 77x52 66 8 12 12 87 x63 78 14 21 17 81 X 59 72 14 18 17 17 95 X 67 84 16 24 17 83x57 72 9 12 12 103 X 71 90 16 24 17 87x63 78 14 18 17 17 95x67 84 16 18 17 17 103 X 71 90 16 18 17 17

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

112 X 75 96 18 21 16 16 FEDERAL LANDS HIGHWAY OFFICE

117 X 79 102 18 21 16 16 U.S. CUSTOMARY STANDARD

128 x83 108 18 24 16 16 137 X 87 114 18 24 16 16

142 X 91 120 18 24 16 16 METAL PIPE CULVERT

STANDARD APPROVED FOR USE 12/1993 I STANDARD

NO SCALE REVISED: 4/1994 6/2005

I 602-1

COUPLING BANDS FOR METAL PIPE CULVERT [lJ

ROUND PIPE PIPE ARCH MINIMUM BAND WIDTH (INCHES)

CORRUGATION ANNULAR HELICALLY SEMI-

SIZE f2J DIAMETER SPAN x RISE CORRUGATED CORRUGATED CORRUGATED

INCHES INCHES INCHES BANDS [3J BANDS [4J BANDS [SJ

1½ X ¼ underdrain f5J - 10.5 7 12 to 36 17 X 13 to 42 X 29 7 12

22/2 X ½ 42 to 72 49 X 33 to 83 X 57 10.5 12 78 to 84 - 10.5 12

3 X 1 36 to 72 60 X 46 to 81 X 59 12 14

78 to 144 87 X 64 to 142 X 91 12 14

5x1 36 to 72 60 X 46 to 81 X 59 20 22 78 to 144 87 X 64 to 142 X 91 20 22 flJ Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses thinner than the thickness of the pipe to be connected, and no thinner than 0. 052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

¾" for 18" round culvert (21" x 15" pipe arch) or less ½" for 21" round culvert (24" x 18" pipe arch) or more f2J For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

f3J Use annular corrugated bands with pipes having annular corrugations or with helical pipe having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe ends rerolled with 2½" x ½" corrugations. A 12 inch band is acceptable on pipe ends rerolled with 3" x 1" pipe corrugations.

f4J Use helical corrugated bands with pipes having helically corrugated ends.

fSJ The minimum band widths shown for 3" x 1" and 5" x 1" corrugated sizes apply to 2½" x ½" corrugations on rerolled pipe ends.

f 5J Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

Use a matching metal having a nominal thickness of not less than 0. 040 inch for steel, or 0. 036 inch for aluminum, or a plastic with an equivalent strength to metal.

10.5

10.5 10.5 10.5

Band Angle Rivet, spot weld, or Bolts fillet weld at crest of corrugation at heel and toe of angle ~ Oval Lug

Bar & Strap

Band

Angle Wedge

Band

SLEEVE JOINT

Smoother sleeve with center stop.

Stab type joint

SMOOTH SLEEVE BAND

Bolts

SIDE VIEW

Band

I. w .I

FLAT BAND

Band

SIDE VIEW

Rivet, spot weld, or fillet weld at crest of corrugation at heel and toe of angle

Bolts

Band Angle

END VIEW END VIEW

Bolts

STATE PROJECT SHEET

NUMBER

CA

NOTE:

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

1. Watertight pipe joints are not required unless specified in the Special Contract Requirements.

2. Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for Highway Bridges, Division II Section 26 may be used.

Band

Continuous corrugation around band meshes with second annular corrugation in pipe end

SIDE VIEW

T2

Bolt, bar and strap connector

Band

Band

END VIEW

SEMI-CORRUGATED BAND

Integral Flange Wedge and Strap Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

STANDARD BAND CONNECTIONS ANNULAR BAND HELICAL BAND

NO SCALE

METAL PIPE CULVERT

COUPLING BAND

STANDARD APPROVED FOR USE 12/1993 STANDARD

REVISED: 4/1994 6/2005 602-2 ...._ ____________________________________________________________________________________ __, ______________ __, _____ ~

Finished subgrade ~

, Roadway embankment

2H or 12' max. ~ 2H or 12' (max.)

I//; ................ ···111 m ·········m H

Bedding

ABOVE NATURAL GROUND

Finished subgrade ~

-- -- ---- l_ --- --- Roadway embankment a

2H or 12' (max.) l"\i 2H or 12' (max.)

I Bedding

H -;-;-;-

Natural ground

ON NATURAL GROUND

Finished subgrade ~

Roadway embankment a

2H or 12' (max.) ~ 2H or 12' (max.)

IZlNJ'~'lfrw,rM:lz/w'mm

LEGEND:

ABOVE AND BELOW

NATURAL GROUND

Bedding material (uncompacted)

Finished subgrade ~-

, Roadway embankment

2H or 12' (max. l"\i 2H or 12' (max.

I//; ................ ··· 111; BEDDING DEPTH w ·········w H

½'1/foot of cover, 12" (min.), 24" (max.)

Remove unyielding material and replace with selected fine compressible material. Lightly compact in layers not over 6" in uncompacted depth.

ON UNYIELDING MATERIAL

Finished subgrade ~ __ __

PIPE SIZE (H)

12" to 54"

> 54"

* Reduce to 18" for trench excavations

DEPTH

4"

6"

See bedding depth table

18" (min.)

in trench excavation

~ I Roadway embankment _:L 2H or 12' (max.) PIPE BEDDING

Natural ground

Remove unstable material to firm bearing soil and replace

Metal end section with approved granular foundation fill material properly compacted

ON UNSTABLE MATERIAL

Original natural ground surface \

Roadway excavation

L Finished subgrade or embankment height

__ __ before trench excavation

Bedding Culvert end treatment

Embankment slope

High water elevation

A

STATE

CA

NOTE:

PROJECT

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

1. When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1 % of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

2. H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

3. See Section 704 for bedding and backfill requirements.

MINIMUM SPACING

DIAMETER SPACING

or SPAN

UP to 48" 24"

Half diameter or 48" and UP span or 36", whichever is less

Minimum spacing (see table)

1'-0" minimum

ELEVATION

MULTIPLE PIPE INSTALLATION

Width

SHEET

NUMBER

T3

Embankment material placed in layers not exceeding 6" compacted depth.

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT Piping plug

SECTION A-A U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY OFFICE

Compacted backfill material placed in layers not exceeding 6" compacted depth; or lean concrete backfill in accordance with Section 614.

Impermeable backfill material.

A

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

PIPING PLUG

NO SCALE

U.S. CUSTOMARY STANDARD

METAL AND PLASTIC

PIPE CULVERT BEDDING

STANDARD APPROVED FOR USE 12/1993 STANDARD

REVISED: 4/1994 6/2005

ORAFT: 10/2017 602-3 .._ ____________________________________________________________________________________ __, ______________ __, _____ ~

END SECTIONS FOR ROUND PIPE CULVERT

PIPE SIZE METAL THICKNESS

DIAMETER STEEL ALUMINUM

INCHES INCHES GAGE INCHES GAGE A (min) B (max)

12 0.064 16 0.060 16 5 7 15 0.064 16 0.060 16 6 8 18 0.064 16 0.060 16 7 10 21 0.064 16 0.060 16 8 12 24 0.064 16 0.060 16 9 13 30 0.079 14 0.075 14 11 16 36 0.079 14 0.075 14 13 19 42 0.109 12 0.105 12 15 25 48 0.109 12 0.105 12 17 29 54 0.109 12 0.105 12 17 33 60 0.109 12 0.105 12 17 36 66 0.109 12 0.105 12 17 39 72 0.109 12 0.105 12 17 44 78 0.109 12 0.105 12 17 48 84 0.109 12 0.105 12 17 52

90 0.109 12 0.105 12 17 58 96 0.109 12 0.105 12 17 58

DIMENSIONS

INCHES

H (min) L (±2")

6 21 6 26 6 31 6 36 6 41 8 51 9 60

10 69 12 78 12 84 12 87 12 87

12 87 12 87 12 87

12 87 12 87

W (max)

SLOPE

Approx.

2¼ 2¼ 21/s 21/s 21/s 21/s

21/s

1½ 1% 1½

13/s 1½ 1¼ 11/s

Reinforced edge

END SECTIONS FOR PIPE ARCH CULVERT

PIPE SIZE

SPAN x RISE

INCHES

17 X 13 21 X 15 24 X 18 28 X 20 35 X 24 42 X 29 49 X 33 57 X 38 60 X 46 64 X 43 66 X 51 71 X 47

73 X 55 77 X 52

81 X 59 83 X 57 87 X 63 95 X 67 103 X 71 112 X 75

Flat strap connector

EQUI-

VALENT

DIAM.

(INCHES)

METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

0.064 16 0.060 16

0.064 16 0.060 16

0.064 16 0.060 16

0.064 16 0.060 16

0.079 14 0.075 14

0.079 14 0.075 14

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

0.109 12 0.105 12

Pipe culvert Pipe culvert

DIMENSIONS

INCHES SLOPE

A (min) B (max) H (min) L (±2") W(max) Approx.

7 9 6 19 30 2½ 7 10 6 23 36 2½ 8 12 6 28 42 2½ 9 14 6 32 48 2½

10 16 8 39 60 2½ 12 18 9 46 75 2½ 13 21 12 53 85 2½ 18 26 12 63 90 2½ 18 34 12 70 102 2 18 30 12 70 102 2

18 33 12 77 116 1½ 18 33 12 77 114 1½ 18 36 12 77 126 1½ 18 36 12 77 126 1½ 18 39 12 77 138 1½ 18 39 12 77 138 1½ 20 38 12 77 148 1½ 20 34 12 87 162 1½ 20 38 12 87 174 1½ 20 40 12 87 174 1½

1" Minimum lap after expansion

Threaded rod

A

Span or w

L._ A

PLAN

-.J

End Section

Slope ~ 1

Toe plate extension

SECTION A-A

ROUND OR PIPE ARCH CULVERT

Reinforced edge

12" (max.) hole spacing for¾" bolts

ELEVATION

ROUND PIPE CULVERT

Corner plate

Toe plate extension (min. width A+W)

P;pe culve,t ~

Smooth galvanized steel or aluminum pipe

End section

STATE

CA

NOTE:

PROJECT

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

1. Variations in design and dimensions are permitted to allow for manufacturer's standards.

2. Fabricate the diameter of the end section of Design B to match the inside diameter of the concrete pipe culvert.

3. Design C may be used in lieu of design A for all metal pipe culvert sizes. Coupling bands may be any acceptable type for the pipe culvert specified.

4. Fabricate multiple piece bodies with lap seams tightly joined by¾" rivets or bolts. Fabricate end section center panels for 60" and larger diameter pipe and equivalent pipe arch from 0.138 inch steel or 0.135 inch aluminum.

5. On end section center panels for 66" and larger equivalent pipe arch provide 2½" x 2½" x ¼" angle reinforcement bolted or riveted under the center panel seam.

6. Supplement the reinforced edges of end sections for 60" and larger diameter pipe and 66" and larger equivalent pipe arch with 2½" x 2½" x ¼" stiffener angles attached with bolts or rivets.

7. Fabricate connector section, corner plate and toe plate extensions from the same metal thickness as the panel body.

Use toe plate extension where shown on the plans.

8. Warp embankment slopes to match the slope of the flared end sections.

12" (max.) hole spacing for¾" bolts

ELEVATION

PIPE ARCH CUL VERT

Pipe coupling band shop bolted to flared end section with¾" bolts at 6" centers (max.) or equivalent riveted or welded connection

Corner plate

Toe plate extension (min. width A+W)

End section End section

Strap bolt Rod holder

7" for concrete pipe /4/ culvert less than 30" dia.

"'-+--~----_1 13" for 30" dia. and over. U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY OFFICE

For 12" thru 24" round pipe and 17" x 13" thru 28" x 20" pipe arch

For 30" thru 60" round pipe and 35" x 24" thru 66" x 51" pipe arch

End section

Pivot bolt

Expander lug

Bolted or welded For all sizes of round pipe and pipe arch

DESIGN C

CONNECTION TO METAL PIPE

OR OUTLET END OF CONCRETE PIPE

U.S. CUSTOMARY STANDARD

METAL END SECTIONS

SHEET

NUMBER

T4

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

STANDARD APPROVED FOR USE 12/1993 STANDARD

NO SCALE REVISED: 4/1994 6/2005

ORAFT: 10/2007 602-4 ...._ _________________________________________________________________________________ ..._ _____________ ....._ ____ ~

Sidewalk

Catch basin

Pavement

Gutter or ditch

~--1----l-in_e----+-~ ~ i

TYPICAL INSTALLATION ~t

CURB SECTION

u Ul

2.

:E 0..

Catch basin

TYPICAL INSTALLATION

CURB AND GUTTER SECTION

Catch basin

~ TYPICAL INSTALLATION

Pavement

1 c====-

5"

3'-5"

All reinforcing steel #4 at 12"±.

Bend to clear pipe

INLET DETAIL

5"

STATE

CA

NOTE:

PROJECT

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

1. CONCRETE: Chamfer exposed edges¾" unless otherwise shown. Give all concrete surfaces a Class 1 finish.

2. The minimum concrete cover to the face of any bar is 2" unless otherwise shown.

3. See Standard 604-2 for Type A Frame and Grate and Standard 604-3 for Type B Frame and Grate.

PIPE

SIZE

DIAMETER

INCHES

CONCRETE CATCH BASINS

PIPE

DEPTH

FRAME AND GRATE

SIZE T

DIAMETER

H

TYPE A TYPEB

12" 3'-0" 2'-6" 2'-6"

18" 3'-0" 2'-6" 2'-6"

24" 4'-0" 3'-3" 3'-4"

30" 4'-0" 4'-0" 4'-2"

36" 4'-6" 4'-9" 5'-0"

42" 5'-0" 5'-6" 5'-5"

48" 5'-6" 6'-3" 6'-3"

CONCRETE CATCH BASINS

CONCRETE

CUYD

0.7 0.7

1.1 1.2

1.5 1.8 2.2

ESTIMATED QUANTITIES

REINFORCING FRAME AND GRATE

STEEL LB

LB TYPE A TYPEB

54 215 238 54 215 238

81 271 314 92 327 390

101 383 466 131 439 504 151 495 580

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

CATCH BASIN

TYPE 1

SHEET

NUMBER

T5

~ DITCH SECTION STANDARD APPRDVED FOR USE 6/2005 STANDARD

! NO SCALE REVISED: 604-1

"'L---------------------------------------------------------------------------------"--------------....1..------' u Ul

2.

:E 0..

en N

N N .c "' :E

"' N

\0

I -('\j

½" dia. hole

~A ,._ I\J ~L .Q

-~ • "ti c:i • ...., i::r, I\J

II)

I\J I\J

~ 5l-

"I" ti .

C: ...., I\J ...., "tJ -I

{l ...., I\J II

QJ • ..c:: ~ • ...., "I" ...., )<; .... . I\J

~ II)

,._ QJ u

.£2 I\J i::r, 5l- ·§ ('\j

I\J

"I"

Spacing for½" x 5" plate at 4½" (See Note 7)

Direction of flow ------

4" 3¾"

L ¾ ¥~ ~ \:J fil (typ.) ¼"

I.. T-1"(SeeNote8) J

SECTION A-A

TRAFFIC ---►►

GRATE DETAILS

L4"x1"x¼"T <

½" dia. hole

C

C

---"lr

L4"x2½"x¼" ~

2 equal spaces for

½"x4" headed anchor

1" dia. hole

A ~ . QJ

C: \0

_j ~ -I

('\j '.i::; II II) l!l

.!!! l's Cl

• I\J ~ ~ i::r, ·§ I\J

I\J 5l- ~ "I"

L

L

½" dia. hole

L4"x1"x¼"

0 '

It ¼" f------'\,-

4" ¼" ¼" L4" X 2½" x¼"

(trim L to size)

STATE

CA

PROJECT

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792 •, 3l/," x ¼" Plate

,~~------rz~:!2Z:Z:~-:-r7 NOTE:

5" x ½" Plate Drill½" dia. hole L4" x 1" x ¼" furnish ¾" bolt (trim L to size) and washer

1/,4" plate stiffener 1¾" x 1¾" x ¼" Plate

Ferrule loop insert for¾" bolt

SECTION 8-8

----- ~ ---- -- - ---~--71-- -

~ (typ.)

~·v 'I

.... C

< 11 __ _ I I I I I

< I ===1===

I i --- .......... c - ~ - - -I -~· ~----,-t--7---

_J :

I I

FRAME AND GRATE DETAILS

_j

1. STRUCTURAL STEEL: AASHTO M 183 (ASTM A 36M).

2. BOLTS & WASHERS: ASTM A 307, Galvanized.

3. THREADED CONCRETE ANCHORS: Ferrule loop inserts for¾" bolt or approved equal.

4. HEADED CONCRETE ANCHORS: Weld to frame with a full penetration butt weld.

5. WELDING: Weld in conformance with the Standard Specifications. Unless otherwise indicated seal weld all joints with a minimum size fillet weld, based on material thickness. Grind smooth all contact surfaces.

FINISH: Galvanized after fabrication .

6. Estimated weight, frame and grate (2'-6" x 2'-6") 215 lbs. Increase or decrease weight by 28 lbs for each 4½" increment.

7. Number of plates varies according to pipe diameter.

See Standard 604-1.

8. See Standard 604-1 for dimensions of T.

L4"x1"x¼"

½"x4" headed anchor

¼" 1" dia. hole

L4" X 2½" x¼"

(typ.) ¼"

3¾" x ¼" Plate

5" x ½" Plate

FRAME ANCHOR DETAIL

3½" x ¼" Plate

3¾" x ¼" Plate

¼" Plate stiffener

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

SHEET

NUMBER

T6

½" x 4" headed anchors

T (See Note 8)

FRAME CORNER DETAIL GRATE CORNER DETAIL

U.S. CUSTOMARY STANDARD

METAL FRAME AND GRATE

TYPE A

FRAME DETAIL NO SCALE STANDARD APPRDVED FOR USE 6/2005 STANDARD

REVISED: 604-2

Finish course: Minimum height & width = 6'~ length 6" to 18"

Culvert end r-

12" Min.

I I I I I I __ ![

_/ --,...,...="'?c:,""'"t::::J~0=1----~

Channel flowline

Crushed aggregate (Subsidiary)

SECTION A -A

18"

A 24

B 66

B

A D (j) A

ELEVATION VIEW

HEADWALL DIMESIONS

Cl

Crushed Aggregate (Subsidiary)

D, PIPE CULVERT DIAMETER OR ELLIPTICAL SPAN (INCHES)

24" 30" 36" 42" 48" 2-18" 2-24" 2-30" 2-36" 2-42" 2-48"

24 30 30 30 30 24 24 30 30 30 30 72 90 96 102 108 102 120 150 162 174 186

2-54"

STATE

CA

NOTE:

PROJECT

CA YOSE 14(7)

Re airs on Wawona Road

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

SHEET

NUMBER

T7

(j) D = circular diameter or span of elliptical pipe in horizontal dimension.

@ D = circular diameter or rise of elliptical pipe in vertical dimension.

3. Orient headwalls parallel to roadway centerline unless otherwise directed by the CO. Lengthen headwalls as directed by CO for skewed pipes.

4. If headwall is associated with the replacement of a pipe of the same size, reconstruct the headwall to match existing headwall dimensions.

5. All work and materials required to construct Stone Masonry Headwall are included in the Stone Masonry Headwall pay item.

6. Furnish crushed aggregate conforming to Subsection 703.06.

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY SPECIAL

STONE MASONRY

HEADWALL

620-A .._ ____________________________________________________________________________________ __, ______________ __, _____ ..., 633-A

E d g e o f

P a v e m e n t

LOCATION OF DELINEATOR

V a r ie s

Delineator 8' (max.)

2' (min.)

3' desired will be permitted to meet manufacturer's standards.

minor variations in design and dimensions

Metal post to be as shown except that

Federal Standard #20129.

Powder coat front and back of object markers

#20129.

Powder coat ungalvanized posts Federal Standard

Front of object marker to face traffic flow.

these locations. See SCR 633.

snowpole delineators and install new posts at

Contractor to determine location of all existing at the beginning and end of all embankment curb.

Install Delineator posts 3'-0" from edge of pavement the inlet and outlet of all culverts.

Install object marker 3'-0" from edge of pavement at

7.

6.

5.

4.

3.

2.

1.

T8

OBJECT MARKERS

STATE PROJECT

P

M C D e s ig n P r o je c ts Y

O S

E R o a d w a y C

A D

D S h e e ts T S

P A o b je c t_ m a r k e r s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

DRAWING NO.: 104-167792

NPS PMIS NO.: 282931

CA

4" white edge line 40'

10' 30' c::::::::>

4" broken yellow center line

DETAIL A

Passing zone both directions

Two-way traffic shoulder (s) guardrail offset

Edgeline striping (normal edge of shoulder) curve widening (w)

Travel way {L}

Staked centerline

4" white edge line

4" broken and solid yellow center line c::::::::>

No Passing Zone

DETAIL B

No passing zone single lane direction

Two-way traffic

Striped centerline and top lift pavement joint w/2 tj Travel way {L}

Edgeline striping (normal edge of shoulder) shoulder (s) Paved ditch

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

Staked design centerline

Length of curve widening

4" white edge line

II)

-.J

Shoulder

4" solid double yellow center line

CURVE STRIPING DETAIL ON SIMPLE CURVES

To be used on curves where curve widening is applied. See note 2

~ li::

II) +-

-.J _, ==----Rj li::

II) ~

li::

-.J tj (Staked)

II)

~ li::

-.J

STATE PROJECT SHEET

NUMBER

4" white edge line CA CA YOSE 14(7) Re airs on Wawona Road T9

DETAIL C

c::::::::>

4" solid double yellow center line

NOTE:

NPS PMIS NO.: 282931

DRAWING NO.: 104-167792

1. See Summary for tables showing station ranges and quantities for pavement markings.

2. Paint centerline striping on curves with curve widening to achieve equal lane widths within the traveled way. Shoulder widths remain constant throughout the curve widening.

3. Centerline offset striping is only applicable to curve widening on simple curves.

No passing zone both directions Two-way traffic

@ 4" or as required by the state.

shoulder (s) guardrail offset tj (Staked)

Striped centerline and top lift pavement joint

Edgeline striping (normal edge of shoulder)

(normal edge of shoulder) r Edgeline striping shoulder (s) curve widening (w/2)

Travel way (L)…