CO FLAP PUW16(1) For AD Plans.pdf

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PROJECT MANAGER

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

DATE:

APPROVED:

DATE:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

Denver, CO 80202-4824

Suite 3400

1670 Broadway

HDR Engineering, Inc.

PROJECTS, FP-14"

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

"STANDARD SPECIFICATIONS FOR CONSTRUCTION

SPECIFICATIONS:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION A1

Greeley

Sterling

Limon

Pueblo

Walsenburg

Cortez Durango

DENVER

COLORADO

SPRINGS

Steamboat

Springs

GRAND

WYOMING NEBRASKA

OKLAHOMA

NEW MEXICO

UTAH KANSAS

Trinidad

KEY MAP OF COLORADO

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

JUNCTION

Gunnison Montrose

PLANS FOR PROPOSED

CO FLAP PUW16(1)

NICHOLS ROAD

improvements, and pedestrian bridge construction.

reconstruction, concrete sidewalk, fencing, minor drainage

Roadway rehabilitation, trail construction, intersection widening and

TYPE OF CONSTRUCTION:

e(max) ---------------

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

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

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

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

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

ADT (2022) -----------

DESIGN DESIGNATIONS: MCCULLOCH BLVD

e(max) ---------------

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

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

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

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

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

ADT (2022) -----------

DESIGN DESIGNATIONS: NICHOLS RD

PUEBLO WEST METRO DISTRICT

KNOWLES

CO FLAP PUW16(1)

PROJECT LOCATION

4%

50 MPH

Not Available

Not Available

Not Available

4%

35 MPH

Not Available

Not Available

Not Available

INTERSTATE

INTERSTATE

Pueblo

NO SCALE

NICHOLS RD

PROJECT CO FLAP PUW16(1)

By Letter Dated 11/14/2020

OPTION X TOTAL LENGTH 0.93 MILES

OPTION X TRAIL LENGTH 0.93 MILES

SCHEDULE A TOTAL LENGTH 1.77 MILES

SCHEDULE A BRIDGE LENGTH 0.03 MILES

SCHEDULE A TRAIL LENGTH 0.77 MILES

SCHEDULE A ROADWAY LENGTH 0.97 MILES

PUEBLO COUNTY

PUEBLO WEST METRO DISTRICT

STATE PROJECT

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

T L C

O F L

A P P

U W

.d g n

CO FLAP PUW16(1)

01/31/2022

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY STANDARD

A2

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

EROSION & SEDIMENT CONTROL SYMBOLS

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)

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

S/W

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

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 sidewalk 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

ABBREVIATIONS

jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

HCL

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.

CSP

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 joint interior increment inclusive,including inside diameter highway high water horizontal horizontal control line 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 corrugated steel pipe 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

STATE PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d S

Y M C

O F L

A P P

U W

.d g n

01/14/2022

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

U.S. CUSTOMARY STANDARD

A3

WATER WATER

UTILITY

PEDESTAL

UTILITY

PEDESTAL

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Fire Hydrant

Water Valve

Underground Utility (Existing, Proposed)

PROJECT SPECIFIC ABBREVIATIONS

MCBL

NIRO

TRNO

TRSO

McCulloch Blvd

Nichols Road

Trail North

Trail South

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

PROJECT SPECIFIC SYMBOLS

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d S

Y M C

O F L

A P P

U W

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02/08/2022

SURVEY CONTROL

A4

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d C

O F L

A P P

U W

P r o jC o o r d s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d S

T E C

O F L

A P P

U W

.d g n

CO FLAP PUW16(1)

0+

310+00

320+

330+00

340+00

400+00

410+00

420+00

430+00

440+00

130+00

120+00

110+

100+00

0+

2000'1000'0

Scale in Feet Begin Pedestrian Bridge

307+76

End Pedestrian Bridge

309+38

SITE MAP

Nichols Road Schedule A

Route 016

Station 100+67.00

CO FLAP PUW 16(1)

Begin Nichols Road

Trail South Schedule A

Station 300+50.00

CO FLAP PUW 16(1)

Begin Trail South

NOTE:

1.

District right-of-way.

Stay within the existing Pueblo West Metro area/storage of materials/stockpiles/ etc.

the northernmost trail connection for a staging trail alignment between McCulloch Blvd and

District property located along the pedestrian

The Contractor may use the Pueblo West Metro

See Note 1

Staging Area

Potential

Begin

See Note 1

Staging Area

End Potential A5

Trail North Option X

Station 449+16

CO FLAP PUW 16(1)

End Trail North

Trail North Option X

Station 400+28

CO FLAP PUW 16(1)

Begin Trail North

McCulloch Blvd Schedule A

Station 217+26

CO FLAP PUW 16(1)

End McCulloch Blvd

McCulloch Blvd Schedule A

Station 200+20

CO FLAP PUW 16(1)

Begin McCulloch Blvd

Trail South Schedule A

Station 342+84

CO FLAP PUW 16(1)

End Trail South

Nichols Road Schedule A

Route 016

Station 134+66

CO FLAP PUW 16(1)

End Nichols Road

A6

Average 24'

Existing width varies from 24' to 29'

C RoadwayL varies

Shldr.

varies

Shldr.

placed on native soils.

No aggregate base. Asphalt

3" existing asphalt pavement.

Fog sealPrime coat

2.0% 2.0%

(top of pavement)

Profile grade

5'

24' tack coat between lifts pavement placed in two lifts, 4" Asphalt concrete

1.

limit stake Slope limit stake Slope

LC Roadway

Varied excavation

NO SCALE

NOTE:

1.

100+67 to 134+66

200+20 to 217+26

0.97

Nichols Road

McCulloch Blvd.

Station to Station

LENGTH OF PROJECT

Alignment

400+28 to 449+16

Trail South

Trail North

8" Aggregate base

2.

3.

300+50 to 307+76

Varies guardrail and reset

Remove guardrail and reset

Remove

1:10 1:10

Traveled way

12'

Traveled way

12'

TOTAL (ft)

TOTAL (mi)

Trail South

Trail South

307+76 to 309+38

309+38 to 342+84

2' 2'

1.

support

Lateral

Variable fill slope grade

Finished tr a v e le d w a y

E d g e o f

2'

Hinge point

8" block

GUARDRAIL DETAIL

4" Asphalt curb4" Asphalt curb

8"

2"

See detail

Curb, 4" depth structural section Section for pavement

See Mainline Typical

2"4"2"

1/2" R

4-INCH DEPTH

ASPHALT CURB,

structural section Section for pavement

See Mainline Typical

2"

Tack coat

Traveled way

~11'

Traveled way

~11' and mulching

Topsoil, seeding, and mulching

Topsoil, seeding, 4.

3. 3.

4. 4.

Install per manufacturer's recommendations

Topsoil shall be placed at a 4" depth.

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

100+67 to 103+00

NICHOLS ROAD

EXISTING TYPICAL SECTION

100+67 to 103+00

SCHEDULE A

NICHOLS ROAD

TYPICAL SECTION

SCHEDULE A

NICHOLS ROAD

TYPICAL SECTIONS

Bridge (ft)

Schedule A Option X

TOTAL (mi) 1.77

0.77 0.03

0.93

0.93

(4" depth) Strip topsoil grubbing limits Clearing and grubbing limits Clearing and

(4" depth) Strip topsoil

Construction limits

Roadway (ft) Trail (ft) Trail (ft)

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

O F L

A P P

U W

.d g n

A7

Average 24'

Existing width varies from 23' to 25'

C RoadwayL

Shldr.

1'

Shldr.

1' placed on native soils.

No aggregate base. Asphalt

3" existing asphalt pavement.

NOTE:

1.

2.

3.

Fog seal Prime coat

2' Paved shoulder 2' Paved shoulder

5'

See Detail A

8'

1.8%

HCL TRSO

(top of pavement)

Profile grade tack coat between lifts pavement placed in two lifts, 4" asphalt concrete

28' limit stake Slope limit stake Slope

2.0% 2.0%

Varied excavation

C RoadwayL

ROW

8" Aggregate base

Clearzone

12'

Clearzone

12'

1:12

6'

1:6

DETAIL A

30° base

Aggregate

Asphalt concrete pavement

0.72'

1:6

Construct 30° pavement edge (safety edge)

NO SCALESee plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

3.

2% Max. superele vation

Min. superelevation 0.5% width clear Min.

Max

2'

3" Asphalt sidewalk

(not measured for payment)

6" Aggregate base

1.

Traveled way

~11'

Traveled way

~11'

12' Traveled way

14'

12' Traveled way

14' and mulching

Topsoil, seeding, and mulching

Topsoil, seeding and mulching

Topsoil, seeding

Topsoil shall be placed at a 4" depth.

Swale back slope may vary. See cross sections for additional information.

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

4.

4. 4.

SCHEDULE A

NICHOLS ROAD

TYPICAL SECTIONS

CL

Varies 8' Swale

Strip topsoil (4" depth) Strip topsoil (4" depth) grubbing limits Clearing and

Construction limits grubbing limits Clearing and

311+31 to 340+16

SCHEDULE A

SOUTH TRAIL

103+00 to 131+93

SCHEDULE A

NICHOLS ROAD

TYPICAL SECTION

311+31 to 340+16

SOUTH TRAIL

103+00 to 131+93

NICHOLS ROAD

EXISTING TYPICAL SECTION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

O F L

A P P

U W

.d g n

A8

C RoadwayL placed on native soils.

No aggregate base. Asphalt

3" existing asphalt pavement.

Shldr.

Varied

Left turn lane

~11'

Right turn lane

~10'

Average 40'

Existing width varies from 37' to 44'

Shldr.

Varied

Fog seal limit stake Slope

Varied excavation tack coat between lifts pavement placed in two lifts, 4" asphalt concrete

39'

2.0

NO SCALE

1' Paved shoulder

C RoadwayL

8" Aggregate base

Clearzone

12'

Left turn lane

12'

12' Right turn lane

13'

NOTE:

1.

2.

3.

4.

DETAIL A

30° base

Aggregate

Asphalt concrete pavement

0.72'

1:6

Construct 30° pavement edge (safety edge)

1:6

See Detail A

Prime coat

2' Paved shoulder

8'

1.8%

HCL TRSO

(top of pavement)

Profile grade limit stake Slope

2.0%

L

ROW

Clearzone

12'

1:12

6" Aggregate base (not measured for payment)

1.

3.

width clear Min.

2'

C Swale

Varies

L C Swale

8'

L

Traveled way

~11'

12' Traveled way

14'

3" Asphalt sidewalk and mulching

Topsoil, seeding, and mulching

Topsoil, seeding and mulching

Topsoil, seeding, 4.4.

Topsoil shall be placed at a 4" depth.

for additional information.

From 133+78 to 134+57 lane width varies within intersection. See intersection detail

Swale back slope may vary. See cross sections for additional information.

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

5.

5. 5.

SCHEDULE A

NICHOLS ROAD

TYPICAL SECTIONS

Strip topsoil (4" depth) Strip topsoil (4" depth)

Clearing and grubbing limits Clearing and grubbing limits

340+16 to 342+84

SCHEDULE A

SOUTH TRAIL

132+73 to 134+66

INTERSECTION WIDENING 131+93 to 132+73

SCHEDULE A

NICHOLS ROAD

TYPICAL SECTION

340+16 to 342+84

SOUTH TRAIL

132+73 to 134+66

INTERSECTION WIDENING 131+93 to 132+73

NICHOLS ROAD

EXISTING TYPICAL SECTION

Max

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

O F L

A P P

U W

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A9

NO SCALE

Average 30'

Existing width varies from 30' to 31'

Traveled way

~12' placed on native soils.

No aggregate base. Asphalt

3" existing asphalt pavement.

Shldr.

C RoadwayL

Shldr.

Traveled way

~12'

3' - 4'

Varies

3' - 5'

Shldr.

stake Slope

Clearzone

16'

Varies

1.

tack coat between lifts pavement placed in two lifts, 4" asphalt concrete

Varied excavation

See Detail A

(top of pavement)

Profile grade

Fog seal

2.0%

Prime coat traveled way

Westbound

12'

Eastbound

12' traveled way

C RoadwayL Clearzone

16'

Paved

4' stake Slope

Paved

4'

2.0%

Shldr.

8" Aggregate base

NOTE:

2.

0' - 12'

/ Turn lane Painted median

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

1:61:6

Varies

DETAIL A

30° base

Aggregate

Asphalt concrete pavement

0.72'

1:6

Construct 30° pavement edge (safety edge)

4% Max. superele vation

Varies

Min. superelevation 4% and mulching

Topsoil, seeding, and mulching

Topsoil, seeding, Topsoil shall be placed at a 4" depth.

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

3.

3. 3.

200+20 to 217+26

MCCULLOCH BLVD

EXISTING TYPICAL SECTION

200+20 to 217+26

SCHEDULE A

MCCULLOCH BLVD

TYPICAL SECTION

SCHEDULE A

MCCULLOCH BLVD.

TYPICAL SECTIONS

Strip topsoil (4" depth) Strip topsoil (4" depth) grubbing limits Clearing and grubbing limits Clearing and

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

O F L

A P P

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A10 stake

Slope

Varies

(top of pavement)

Profile grade

8' limit stake Slope

NO SCALE

Existing roadway

8' Shldr.

3' Graded

1.8%

1:4

Profile grade

Varies Varies

3' Graded

1:4

400+28 to 449+16

NORTH TRAIL

EXISTING TYPICAL SECTION

309+38 to 311+31

300+50 to 307+76

SOUTH TRAIL

EXISTING TYPICAL SECTION

limit stake Slope limit stake Slope

NOTE:

1.

2.

3.

6" Aggregate base (not measured for payment)

3" Asphalt sidewalk

4'

4" Sidewalk aggregate

1:61:6

1:6

Varies

3.

Average 10'

Existing maintenance access and mulching

Topsoil, seeding, and mulching

Topsoil, seeding, and mulching

Topsoil, seeding, and mulching

Topsoil, seeding, Clearing and construction limits

Clearing and construction limits

1:6 1:6

3' Varies

2.

2.

1. 1.

Strip topsoil (4" depth)

Strip topsoil (4" depth)

4.

5.

5. 5.

5. 5.

8' Shldr.

3' Graded

Profile grade

Varies Varies

3' Graded limit stake Slope limit stake Slope

1:61:6

3.

and mulching

Topsoil, seeding, and mulching

Topsoil, seeding, Clearing and construction limits

Strip topsoil (4" depth)

5. 5.

(not measured for payment)

6" Aggregate Base

3" Asphalt Sidewalk

300+50 to 307+76

SCHEDULE A

SOUTH TRAIL

TYPICAL SECTION

309+38 to 311+31

SCHEDULE A

SOUTH TRAIL

TYPICAL SECTION

400+28 to 449+16

OPTION X

NORTH TRAIL

TYPICAL SECTION

OPTION X

NORTH TRAIL

SCHEDULE A

SOUTH TRAIL

TYPICAL SECTIONS

(not measured for payment)

4" Aggregate base concrete sidewalk 4" Colored

TRSO

HCL

TRSO

HCL

TRSO

HCL

Topsoil shall be placed at a 4" depth.

in the plans.

Place contraction joints at intervals equal to the width of the sidewalk as shown side of the proposed pedestrian bridge.

Colored concrete sidewalk required for the sidewalk section located on the south

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

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STATION

CLASS

TYPE1.

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach

(ft)

R

(ft)

R

(ft)

W 1 2

Variable

W

Variable3' minimum

16'x

20' desired

15' min.

1.3' W

1.3' d

CLASSTYPE

APPLICATION

SAMPLE

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

N/A

6' (typ.)

U

S E

R

A11

CLASS

TYPE

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

6' (typ.)

6' (typ.)

Paved driveway

ADT = 200

100 = ADT < 199

25 = ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

127+74.37 Lt.

117+19.52 Rt.

112+53.82 Lt.

108+40.51 Rt.

105+30.47 Lt.

2D

2D

2D

2D

2D

215+99.56 Lt.

211+06.34 Lt.

210+65.91 Rt.

210+35.23 Lt.

205+49.42 Lt.

202+46.98 Lt.

133+82.48 Lt.

133+11.51 Lt.

132+54.11 Lt.

131+24.63 Lt.

130+36.16 Lt.

121+29.86 Lt.

116+20.56 Lt.

115+59.01 Lt.

113+94.42 Lt.

110+02.62 Rt.

106+93.49 Lt.

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

3A

See Sheet D2

See Sheet D3

See Sheet D4

See Sheet D5

See Sheet D6

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

Drainage Swale Section C-C Applies

& DRIVEWAYS

APPROACH ROADS

TYPICAL SECTIONS

STATION

1.

9.

4.

Variable

V a ria b le

A s

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

(1:6 desi rable )1:4 o r flat ter

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k e d NOTE:Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge

Aggregate

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

base edge

Aggregate b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road

Flatten slope road connection on plan and profile sheet

Example of symbol showing standard approach

4.

3.

2.

3.

1.

2.

2.

Subgrade edge

Aggregate base edge

End Section A-A End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Total length

WW

pavement edge

Asphalt concrete pavement edge

Asphalt concrete

REMARKS

DRIVEWAY SUMMARY

7" Minor Concrete Pavement

6" Aggregate Base

1:12 1:12

8'

5.

R

R

Aggregate base edge

8'

SECTION C-C

edge subgrade

Normal

C C

5.

4. 4.

5.

5.5.

6.

7.

7.

4.

PAVEMENT SECTION

MINOR CONCRETE

6-inch depth Aggregate base, 7-inch depth pavement, plain, Minor concrete

8.

8.

8.

8.

9.

8.

7.

6.

5.

4.

3.

2.

1.

9.

Width may vary. See plan and profiles for additional information.

of Nichols Road as part of drainage swale.

Section C-C applies to approach roads and driveways located on the west side

R is on the left side of the approach road centerline.

Vary radii to fit unusual field conditions. Do not reduce existing radii or widths.

6% maximum.

snowy regions restrict this to a 0% to -2% grade. Under special conditions, use

Construct approach roads with landing areas having grades within ±2%. In foreslopes.

Refer to mainline typical sections for structural section thicknesses and

Cross slope may vary. See plan and profiles for additional information.

Under special conditions, the approach road angle shown may be varied ±30°.

roadway construction.

Construct cut and fill slopes for approach roads to match with mainline

Stations shown are approximate locations. Actual locations to be field verified.

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

Y P C

O F L

A P P

U W

.d g n

Sheet and Description

B5 B6 B8-B9 B10-B11 B12 B13 B14 S2

Removals

Summary

Grading

Summary

Surfacing

Summary

Permanent Sign and Pavement

Marking

Summary

Miscellaneous

Summary

Survey and

Staking

Summary

Sidewalk

Summary

Bridge

Summary Allowance Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 7 7

A0030 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 1

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 1 1

A0050 15225-0000 SLOPE, REFERENCE, AND CLEARING AND

GRUBBING CONTROL MILE 1.18 1.18

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 2.37 2.37

A0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,009 291 5,300

A0110 15720-0000 STORM WATER POLLUTION PREVENTION

PLAN LPSM ALL

A0120 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0130 20101-0000 CLEARING AND GRUBBING ACRE 6.01 0.29 6.30

A0140 20301-0100 REMOVAL OF BOLLARD EACH 3 3

A0150 20301-1100 REMOVAL OF GATE EACH 1 1

A0160 20301-2400 REMOVAL OF SIGN EACH 12 12

A0170 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 287 23 310

A0180 20302-0700 REMOVAL OF FENCE LNFT 207 13 220

A0190 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 15,929 871 16,800

A0200 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 603 37 640

A0210 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 161 9 170

A0220 20402-0000 SUBEXCAVATION CUYD 250 250 As directed by CO

A0230 20420-0000 EMBANKMENT CONSTRUCTION CUYD 6,671 329 7,000

A0240 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 3,230 170 3,400

A0250 20703-2000 GEOGRID, STABILIZATION SQYD 150 150 As directed by CO

A0260 20801-0000 STRUCTURE EXCAVATION CUYD 150 150 Contract Quantity

A0270 20803-0000 STRUCTURAL BACKFILL CUYD 290 290 Contract Quantity

A0280 30101-0000 AGGREGATE BASE TON 9,619 481 10,100

A0300 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 4,216 234 4,450

A0310 40601-0000 FOG SEAL TON 8.00 1.00 9.00

A0320 41101-1000 PRIME COAT, METHOD 1 TON 27 3 30

A0330 41105-0000 BLOTTER TON 28.00 2.00 30.00

A0340 41201-0000 TACK COAT TON 8.00 1.00 9.00

A0350 50101-2700 MINOR CONCRETE PAVEMENT, PLAIN,

7-INCH DEPTH SQYD 1,014 86 1,100

A0360 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 126 126 Contract Quantity

MileStone: For AD

Date Completed: 06/03/22

Report Date: 06/03/22

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -J u n -2

:3

A

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

C O

F L A P P

U W

(1

F o r

A D

S O

Q .x ls m

]S h e e t

STATE PROJECT

B1CO FLAP PUW 16(1)CO

SHEET

NUMBER

06/03/2022

Removals

Summary

Grading

Summary

Surfacing

Summary

Permanent Sign and Pavement

Marking

Summary

Miscellaneous

Summary

Survey and

Staking

Summary

Sidewalk

Summary

Bridge

Summary Allowance Bid Schedule

A0370 55235-0000 EXPANSION JOINTS LNFT 26 26 Contract Quantity

A0380 55401-1000 REINFORCING STEEL LB 17,700 17,700 Contract Quantity

A0390 55504-0000 PRE-FABRICATED STEEL BRIDGE LPSM All ALL Contract Quantity

A0400 55601-0900 BRIDGE RAILING, STEEL LNFT 80 80 Contract Quantity

A0410 60201-0600 18-INCH PIPE CULVERT LNFT 32 32

A0420 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 2 2

A0430 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 287 23 310

A0440 61501-0100 SIDEWALK, CONCRETE SQYD 55 5 60

A0450 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 645 55 700

A0460 61501-1100 SIDEWALK, ASPHALT SQYD 2,684 166 2,850

A0470 61509-0000 DETECTABLE WARNING PANELS SQYD 16 16

A0480 61708-1000 REMOVE AND RESET, GUARDRAIL LNFT 287 38 325

A0490 61709-4000 REMOVE AND RESET, TERMINAL SECTION EACH 4 4

A0500 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM

CAPACITY HOUR 60

A0510 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 30

A0520 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 30

A0530 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 30

A0540 62301-0000 GENERAL LABOR HOUR 60

A0550 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 30

A0560 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 60

A0570 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH

DEPTH SQYD 21,710 1,090 22,800

A0580 62510-1000 SEEDING, DRY METHOD ACRE 4.49 0.51 5.00

A0590 62515-1000 MULCHING, DRY METHOD ACRE 4.49 0.51 5.00

A0600 63301-0000 SIGN SYSTEM EACH 21 21

A0610 63316-1000 REMOVE AND RESET SIGN EACH 6 6

A0620 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN LNFT 292 28 320

A0630 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID MILE 5.15 0.15 5.30

A0640 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 26 26

A0650 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN

ARROW EACH 8 8

A0660 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT

ARROW EACH 8 8

A0670 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-J u n -2

:3

A

M

MileStone: For AD

Date Completed: 06/03/22

Report Date: 06/03/22 c p w w o rk in g \c e n tr a l0

\d

C O

F L A P P

U W

(1

F o r

A D

S O

Q .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B2CO FLAP PUW 16(1)CO

SHEET

Removals

Summary

Grading

Summary

Surfacing

Summary

Permanent Sign and Pavement

Marking

Summary

Miscellaneous

Summary

Survey and

Staking

Summary

Sidewalk

Summary

Bridge

Summary Allowance Bid Schedule

A0680 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR LPSM All ALL

A0690 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL

(RRFB) EACH 1 1

A0700 63701-0000 FIELD OFFICE EACH 1

A0710 64620-0400 REMOVE AND RESET MAILBOX EACH 6 6

-J u n -2

:3

A

M

MileStone: For AD

Date Completed: 06/03/22

Report Date: 06/03/22 c p w w o rk in g \c e n tr a l0

\d

C O

F L A P P

U W

(1

F o r

A D

S O

Q .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B3CO FLAP PUW 16(1)CO

SHEET

B7 B14 B15

Grading Summary Sidewalk

Summary

Permanent Sign and Pavement

Marking Summary

Allowance Bid Schedule

X0010 15101-0000 MOBILIZATION LPSM ALL

X0020 15225-0000 SLOPE, REFERENCE, AND CLEARING AND

GRUBBING CONTROL MILE 0.93 0.93

X0030 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.85 1.85

X0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0050 15401-0000 CONTRACTOR TESTING LPSM ALL

X0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0070 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,825 275 5,100

X0080 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0090 20101-0000 CLEARING AND GRUBBING ACRE 3.51 0.19 3.70

X0100 20301-2400 REMOVAL OF SIGN EACH 1 1

X0110 20420-0000 EMBANKMENT CONSTRUCTION CUYD 235 15 250

X0120 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 1,887 113 2,000

X0130 61501-0800 SIDEWALK, AGGREGATE SQYD 132 2,250

X0140 61501-1100 SIDEWALK, ASPHALT SQYD 4,329 221 4,550

X0150 61509-0000 DETECTABLE WARNING PANELS SQYD 15 15

X0160 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM

CAPACITY HOUR 30 30

X0170 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 10

X0180 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 10

X0190 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

X0200 62301-0000 GENERAL LABOR HOUR 20

X0210 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 20

X0220 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

X0230 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH

DEPTH SQYD 10,534 466 11,000

X0240 62510-1000 SEEDING, DRY METHOD ACRE 2.18 2.30

X0250 62515-1000 MULCHING, DRY METHOD ACRE 2.18 0.12 2.30

X0260 63301-0000 SIGN SYSTEM EACH 11 11

X0270 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID MILE 0.05 0.05

X0280 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 14 14

X0290 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

X0300 63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL

(RRFB) EACH 3 3

-J u n -2

:3

A

M

MileStone: For AD

Date Completed: 06/03/22

Report Date: 06/03/22 c p w w o rk in g \c e n tr a l0

\d

C O

F L A P P

U W

(1

F o r

A D

S O

Q .x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B4CO FLAP PUW 16(1)CO

SHEET

SCHEDULE A

REMOVAL SUMMARY

B5

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

SUMMARY

GRADING

B6

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

OPTION X

GRADING

B7

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

A

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

08/03/2022

SUMMARY

SURFACING

B8

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

01/28/2022

Sheet 2 of 2

SUMMARY

SURFACING

B9

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

PERMANENT SIGN

B10

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

SUMMARY

PAVEMENT MARKINGS

B11

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

Sheet 2 of 2

SUMMARY

PAVEMENT MARKINGS

B12

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

MISCELLANEOUS

B13

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

SIDEWALK

B14

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

MARKINGS SUMMARY

PERMANENT PAVEMENT

PERMANENT SIGN SUMMARY

B15

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d T

A B C

O F

L A

P P

U W

.d g n

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P N I R

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.6

-0.933% -5.564%

V P I

E L

,9

.1

-5.564% +0.400%

300' VC

K = 50

,9

.4

135' VC

K = 29

SSD = 250'

,9

.9

W A

T E

R

U P

R R

Nichols Rd.

W B e ll a C a s a D r

P O

T

.0

P C

.8

P T

.7

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00

Existing ground

100'50'0

Scale in Feet

HCL NIRO

PI 105+61.19

D

L = 225.92'

R = 600.00'

T = 114.31'

Existing R/W

Existing R/W

Existing R/W

Curve = NIRO-1

C1

HCL TRSO

NOTE:

information regarding trail construction.

See trail plan and profiles for additional 1.

24'

Curve = NIRO-1

W Bella Casa Dr.

Railroad

0%

-5.0%

5.0%

0%

5.0%

-5.0%

104+51

103+90

106+69

LT & RT EOP

Profile grade and axis of rotation

RT EOP

LT EOP

-2.0%

0.5%

100+86 to 102+54 Lt.

reset guardrail

Remove and

100+62 to 101+81 Rt.

reset guardrail

Remove and

102+54 to 102+91 Lt.

terminal section

Remove and reset

100+81 to 102+18 Rt.

terminal section

Remove and reset

Driveway with end sections

18" pipe culvert

Removal of fence

Removal of gate

Profile grade

.4

.4

A

D

Sta. 102+83.84, 14.00' Rt.

Sta. 102+53.91, 12.00' Rt.

Sta. 102+53.91, 12.00' Lt.

Sta. 102+83.84, 14.00' Lt.

NICHOLS ROAD - SCHEDULE A

Match Existing

Schedule A

Nichols Road

Station 100+67

CO FLAP PUW 16(1)

Begin Project

Schedule A

Nichols Road

Station 100+67

CO FLAP PUW 16(1)

Begin Project

08/03/2022

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P N I R

O P

U W

.d g n

CO FLAP PUW16(1)

T

W A T E R

S T

O P

T

S T

O P

W A T E R

W C a m b r ia D r

Nichols Rd.

W Y e r b a B u e n a D r

P T

.7

P C

.2

107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00

Existing ground

100'50'0

Scale in Feet

Existing R/W

HCL NIRO

Existing R/W

PI 115+42.59

D

L = 359.49'

R = 600.00'

T = 185.32'

HCL TRSO

Curve = NIRO-2

C2 information regarding trail construction.

See trail plan and profiles for additional

NOTE:

1.

31'

Curve = NIRO-2

W Cambria Dr. W Yerba Buena Dr.

26'

LT & RT EOP

Profile grade and axis of rotation

-2.0%

2.0%

LT EOP

RT EOP

-5.0%

0%

5.0%

-5.0%

0%

5.0%

107+20 112+85

113+75.32

Driveway Driveway reset mailbox

Remove and

Profile grade

.4

A

D

.8

.4

A

.5

A

110+02.62

D

NICHOLS ROAD - SCHEDULE A

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P N I R

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.1

+0.400% +1.168%

100' VC

K = 130

T

T

W A

T E

R

T

Nichol s Rd.

W G a r c ia C t.

P T

.7

114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00

Existing ground

100'50'0

Scale in Feet

PI 115+42.59

D

L = 359.49'

R = 600.00'

T = 185.32'

Existing R/WHCL NIRO

Existing R/W

HCL TRSO

C3

Curve = NIRO-2 information regarding trail construction.

See trail plan and profiles for additional 1.

NOTE:

24'

Curve = NIRO-2

W Garcia Ct.

LT EOP

RT EOP

2.0%

5.0%

0%

-5.0%

-2.0%

LT & RT EOP

Profile grade and axis of rotation

-5.0%

0%

5.0%

116+98.69

117+89.01

Driveway Driveway Driveway

' 8

Profile grade

A

.4

D

.5

.5

A

.8

A

A

.0

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P N I R

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.1

+1.168% +1.629%

70' VC

K = 152

V P I

E L

,9

.3

+1.629% +1.928%

180' VC

K = 603

W A

T E

R

Nichols Rd.

W M o n te b e ll o D r

121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00

Existing ground

100'50'0

Scale in Feet

Existing R/W

HCL NIRO

Existing R/W

HCL TRSO

C4

NOTE:

1.

information regarding trail construction.

See trail plan and profiles for additional

30'

W Montebello Dr.

5.0%

0%

-5.0%

Profile grade and axis of rotation

-2.0%

LT & RT EOP

-5.0%

0%

5.0%

Driveway

Profile grade

A

.8

.3

D

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P N I R

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.7

+1.928% +0.850%

160' VC

K = 148

SSD = 696'

V P I

E L

,9

.6

+0.850% +0.595%

200' VC

K = 785

SSD = 2707'

V P I

E L

,9

.3

4+0.595%

70' VC

K = 21

V P I

E L

,9

.3

+3.92 3%

-2.000%

30' VC

K = 5

SSD = 127'

V P I

E L

,9

.9

W A

T E

R

T T

W A

T E

R

W A

T E

R

S T

O P

W M o n te b e ll o D r

Nichols Rd.

P O

T

.1

208+00

209+00

128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00

Existing ground

100'50'0

Scale in Feet

HCL NIRO

Existing R/W

Existing R/W

HCL MCBL

HCL TRSO

C5 information regarding trail construction.

See trail plan and profiles for additional

NOTE:

1.

30'

W Montebello Dr.

M c C u llo c h B lv d be removed

Driveway to

TRNO

HCL

5.0%

0%

-5.0%

Profile grade and axis of rotation

-2.0%

LT & RT EOP

-5.0%

0%

5.0% reset mailbox

Remove and reset mailbox

Remove and

DrivewayDrivewayDriveway

Driveway

Driveway

Sta. 131+99.32, 14.00' Rt.

Sta. 132+72.65, 25.00' Rt.

Profile grade

.3

D

A

.1

.6

A

A

.1

.5

A

.4

A

NICHOLS ROAD - SCHEDULE A

Schedule A

McCulloch Blvd.

Station 207+94, 16.00' RT

Nichols Road =

Station 134+66

CO FLAP PUW 16(1)

End Project

Schedule A

Station 207+94 McCulloch Blvd.

Station 134+66 Nichols Road =

CO FLAP PUW 16(1)

End Project

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P

M C

B L P

U W

.d g n

CO FLAP PUW16(1)

,9

.0

V P I

E L

,9

.4

-0.299% -0.150%

100' VC

K = 671

V P I

E L

,9

.7

-0.150%

100' VC

K = 365

SSD = 2478'

W A

TE

R

T

S

TO

P T

W C a li e n te D r

McCulloch Blvd

343+00

342+

401+

P O

T

.0

P C

.5

0 2

200+00 200+50 201+00 201+50 202+50202+00 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50 207+00

Existing ground

100'50'0

Scale in Feet

Existing R/W

HCL MCBL

PI 206+18.46

D

L = 1020.80'

R = 1000.00'

T = 559.89'

Existing R/W

HCL TRNO

HCL TRSO

C6

W Caliente Dr.

Curve = MCBL-1

Curve = MCBL-1

Profile grade and axis of rotation

0%

5.0%

-5.0%

LT EOP

RT EOP

5.0%

0%

-5.0%

201+20.00

201+20.00

4.0 %

-4.0 %

200+19.67 reset mailbox

Remove and

Driveway Driveway

16.00' RT

Sta 201+43.34, 16.00' LT

Sta 201+43.59, 16.00' RT

Sta 203+92.53, 16.00' LT

Sta 201+77.70, 29.00' RT

Sta 205+30.93, 28.00' LT

Sta 207+15.53, Profile grade

0.9%

200+19.67

-0.9%

.9

A

.4

A

Curve = MCBL_REOP-4

D

PI 14+49.33

R = 629.47'

L = 142.30'

Curve = MCBL_REOP-4

T = 71.45'

MCCULLOCH BLVD - SCHEDULE A

Schedule A

McCulloch Blvd.

Station 200+20

CO FLAP PUW 16(1)

Begin Project

Match Existing

Schedule A

McCulloch Blvd.

Station 200+20

CO FLAP PUW 16(1)

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P

M C

B L P

U W

.d g n

CO FLAP PUW16(1)

-0.424%

V P I

E L

,9

.3

-0.424% -0.150%

100' VC

K = 365

V P I

E L

,9

.8

-0.150% -0.318%

100' VC

K = 597

SSD = 4017'

V P I

E L

,9

.3

-0.318% -0.412%

100' VC

K = 1054

SSD = 7052'

V P I

E L

,9

.7

SSD = 2478'

K = 365

100' VC

STOP

WATER

T

WATER

STOP

V iv a ld i

D r

McCulloch Bl vd.

+00

342+00

401+00

134+00

P T

.3

207+00 207+50 208+00 208+50 209+50209+00 210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00

Existing ground

100'50'0

Scale in Feet

Existing R/W

HCL MCBL

Existing R/W

HCL TRSO

PI 206+18.46

D

L = 1020.80'

R = 1000.00'

T = 559.89'

HCL NIRO

C7

N ic h o ls R d

Vivaldi Dr.Nichols Rd.

Curve = MCBL-1

Curve = MCBL-1

210+29.37Profile grade and axis of rotation

RT EOP

LT EOP -4.0 %

4.0 %

-5.0%

0%

5.0%

-5.0%

0%

5.0%

212+54.37

210+29.37 -2.0 %

LT & RT EOP

5005 5005 reset mailbox

Remove and

Driveway DrivewayDriveway

28.00' RT

Sta. 211+06.34, Profile grade

211+79.37

.2

A

.3

A

.9

A

HCL TRNO

MCCULLOCH BLVD - SCHEDULE A

Schedule A

McCulloch Blvd.

Station 207+90

Nichols Road =

Station 134+82

CO FLAP PUW 16(1)

U

S E

R

NUMBER

SHEET

Superelevation Diagram

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P

M C

B L P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.8

-0.412% -1.367%

120' VC

K = 126

SSD = 756'

,9

.4

UTILITY

PEDESTAL

WATERSTOP

UTILITY

PEDESTAL

WATER

WATERWATER

McCulloch Blvd.

P O

T

.6

214+00 214+50 215+00 215+50 216+50216+00 217+00 217+50 218+00 218+50 219+00 219+50 220+00 220+50 221+00

Existing ground

100'50'0

Scale in Feet

Existing R/W

HCL MCBL

Existing R/W

C8

.6

Vivaldi Dr.

-2.0 %

LT & RT EOP

Profile grade and axis of rotation

-5.0%

0%

5.0%

-5.0%

0%

5.0% reset mailbox

Remove and

Driveway

Profile grade

A

.5

MCCULLOCH BLVD - SCHEDULE A

Schedule A

McCulloch Blvd.

Station 217+26

CO FLAP PUW 16(1)

End Project

Match Existing

Schedule A

McCulloch Blvd.

Station 217+26

CO FLAP PUW 16(1)

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

,9

.3

V P I

E L

,9

.8

-0.545% -2.361%

100' VC

V P I

E L

,9

.5

-2.361% +5.00 0%

200' VC

S T

O P

54955

49604960

Nichols Rd.

P O

T

.0

P C

.7

300+00 300+50 301+00 301+50 302+50302+00 303+00 303+50 304+00 304+50 305+00 305+50 306+00 306+50 307+00

Existing ground

100'50'0

Scale in Feet

HCL TRSO

PI 305+21.73

D

L = 505.78'

R = 600.00'

T = 269.01'

C9

Colored concrete sidewalk

Curve = TRSO_3-1

Curve = TRSO_3-1

Profile grade

300+50.00 concrete sidewalk

Begin colored sidewalk

Remove concrete

TRAIL SOUTH - SCHEDULE A

4935 4935

Remove bollards

Match Existing

Schedule A

Trail South

Station 300+50

CO FLAP PUW 16(1)

Begin Project

Schedule A

Trail South

Station 300+50

CO FLAP PUW 16(1)

Begin Project 01/31/2022

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

-5.000%

V P I

E L

,9

.1

20' VC

V P I

E L

,9

.9

V P I

E L

,9

.0

+0.500%

V P I

E L

,9

.9

V

P I

-1.500%

-1.500%

-5.000%

V P I

E L

,9

.2

+5.00 0%

V P I

E L

,9

.2

-5.000%

V P I

E L

,9

.0

-5.000% +0.992%

150' VC V

P I

E L

,9

.5

+0.992%

50' VC

49654965

W A

T E

R

U P

R R

Nichols Rd.

W B e ll a C a s a D r

P T

.4

P C

.7

P R

C

.3

P T

.0

P C

.1

P C

C

.0

P R

C

.8

P

R C

.9

307+00 307+50 308+50308+00 309+00 309+50 310+00 310+50 311+00 311+50 312+00 312+50 313+00

Existing ground

100'50'0

Scale in Feet

313+50 314+00

HCL TRSO

Existing R/W

Existing R/W

Existing R/W

Existing R/W

PI 305+21.73

D

L = 505.78'

R = 600.00'

T = 269.01'

PI 310+25.64

D

R = 208.00'

T = 24.91'

L = 49.59'

PI 310+74.27

D

R = 200.00'

T = 23.96'

L = 47.69'

PI 313+35.77

D

R = 638.00'

L = 108.90'

HCL NIRO

C10

' 1

' 8

Curve = TRSO_3-1

Curve = TRSO_3-1

Curve = TRSO_3-2

Curve = TRSO_3-2

Curve = TRSO_3-3

Curve = TRSO_3-3

Curve = TRSO_3-4

Curve = TRSO_3-4

Proposed pedestrian bridge

Proposed pedestrian bridge W Bella Casa Dr.

Curve = TRSO_3-5

T = 54.58'

Curve = TRSO_3-6

PI 313+99.49

D

R = 111.97'

Curve = TRSO_3-5

T = 9.40'

PI 314+13.90

D

Curve = TRSO_3-6

T = 5.05'

L = 18.76'

R = 83.39'

L = 10.08'

20' VC

E L

,9

.4

Profile grade

(See Sheets S1 - S10)

(See Sheets S1 - S10)

307+58.55 to 307+75.85 slope from 1.8% to 1.0% Transition sidewalk cross

307+75.85 concrete sidewalk

End colored

309+37.85 to 309+53.55 slope from 1.0% to 1.8% Transition sidewalk cross

309+37.85 sidewalk

Begin asphalt

Asphalt sidewalk with end sections

18" pipe culvert

TRAIL SOUTH - SCHEDULE A

See Special 615-A

Concrete sidewalk

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

20' VC

V P I

E L

,9

.7

+4.74 3%

-3.191%

30' VC

V P I

E L

,9

.8

30' VC V

P I

E L

,9

.8

+2.581% -2.117%

V P I

E L

,9

.4

V P I

E L

,9

.3

20' VC V

P I

E L

,9

.5

+0.386% -1.501%

50' VC

V P I

E L

,9

.8

-0.297%

50' VC

V P I

E L

,9

.4

-0.297%

50' VC

V P I

E L

,9

.0

+1.150% -0.069%

50' VC

V P I

E L

,9

.9

-0.069% +0.609%

50' VC

V P I

E L

,9

.4

20' VC

V P I

E L

,9

.9

V P I

E L

,9

.0

+0.504%

-1.890% -5.000%

+1.500% -5.000%

+1.500%

T W A T E R

S T

O P

T

S T

O P

W A T E R

W A T E R

W B e ll a C a s a D r

W C a m b r ia D r

Nichols Rd.

W Y e r b a B u e n a D r

P C

C

.0

P R

C

.8

P R

C

.9

P T

.1

P C

.7

P R

C

.7

P T

.7

P C

.1

P R

C

.5

P T

.8

314+00 314+50 315+50315+00 316+00 316+50 317+00 317+50 318+00 318+50 319+00 319+50 320+00

Existing ground

320+50 321+00

Existing R/W HCL TRSO

Existing R/W

100'50'0

Scale in Feet

HCL NIRO

C11

PI 314+70.65

D

L = 103.22'

Curve = TRSO_3-7

Curve = TRSO_3-7

W Yerba Buena Dr.

W B e ll a C a s a D r

Curve = TRSO_3-8

R = 648.61'

T = 51.72'

Curve = TRSO_3-8

PI 315+40.74

R = 100.00'

T = 5.01'

D

L = 10.00'

Curve = TRSO_3-9

Curve = TRSO_3-9

PI 315+50.75

R = 100.00'

T = 5.01'

D

L = 10.00'

PI 317+96.86

R = 100.00'

T = 8.69'

D

L = 17.34'

PI 318+14.20

R = 100.00'

T = 8.69'

D

L = 17.34'

Curve = TRSO_3-10 Curve = TRSO_3-11

Curve = TRSO_3-10

Curve = TRSO_3-11

20' VC

Driveway

+0.504%

Profile grade sidewalk

Asphalt

TRAIL SOUTH - SCHEDULE A

See Special 615-A

Concrete sidewalk See Special 615-A

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.1

+0.504%

V P I

E L

,9

.1

V P I

E L

,9

.6

20' VC

V P I

E L

,9

.4

+1.378% -1.316%

40' VC

V P I

E L

,9

.8

+1.208%

V P I

E L

,9

.1

V P I

E L

,9

.7

+2.770% -0.149%

40' VC V

P I

E L

,9

.6

+1.323%

50' VC

V

P I

E L

,9

.0

V P I

E L

,9

.0

+0.078%

V P I

E L

,9

.7

30' VC

V P I

E L

,9

.9

V P I

E L

,9

.9

+0.033% -0.020%

V P I

E L

,9

.9

40' VC V

P I

E L

,9

.4

+1.381% +0.452%

30' VC

V P I

E L

,9

.5

30' VC

V P I

E L

,9

.4

+2.928

+0.390%

30' VC

V P I

E L

,9

.7

+1.608%

50' VC

V P I

E L

,9

.5

+1.608%

50' VC

-5.000%

-1.675% +1.255% +1.500%

T

S T

O P

W A

T E

R

T

W A

T E

R

T

W Y e rb a B u e n a D r.

Nich ols R d.

W G a r c ia C t.

P C

.8

P T

.5

P C

.2

P R

C

.3

P R

C

.5

P T

.5

0 3

0 3

0 1

0 1

0 1

321+00 321+50 322+50322+00 323+00 323+50 324+00 324+50 325+00 325+50 326+00 326+50 327+00

Existing ground

327+50 328+00

Existing R/W

HCL TRSO

Existing R/W

100'50'0

Scale in Feet

PI 323+79.41

D

R = 562.00'

T = 173.58'

L = 336.72'

HCL NIRO

C12

W Yerba Buena Dr.

Curve = TRSO_3-12

Curve = TRSO_3-12

Curve = TRSO_3-13

Curve = TRSO_3-14

Curve = TRSO_3-15

R = 100.00'

D

PI 325+51.29

Curve = TRSO_3-13

D

PI 325+70.49

Curve = TRSO_3-14

R = 100.16'

D

PI 325+87.52

Curve = TRSO_3-15

T = 7.09'

L = 14.16'

R = 99.94'

T = 12.13'

L = 24.15'

T = 5.01'

L = 10.02'

+0.504%

Driveway Driveway

Driveway

Profile grade

+1.500%+1.500%

-5.000% sidewalk

Asphalt

TRAIL SOUTH - SCHEDULE A

See Special 615-A

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

+0.670%

V P I

E L

,9

.9

50' VC

V P I

E L

,9

.9

+1.431% +0.332%

50' VC

V P I

E L

,9

.0

V P I

E L

,9

.0

+1.366%

V P I

E L

,9

.1

100' VC

V P I

E L

,9

.2

4+0.744%

110' VC

V P I

E L

,9

.4

+2.452% +0.698%

70' VC

V P I

E L

,9

.3

+1.814%

150' VC

-0.004%

Nichols Rd.

P C

.4

P R

C

.4

P T

.4

328+00 328+50 329+50329+00 330+00 330+50 331+00 331+50 332+00 332+50 333+00 333+50 334+00

Existing ground

334+50 335+00

Existing R/W

HCL TRSO

Existing R/W

100'50'0

Scale in Feet

HCL NIRO

C13

Curve = TRSO_3-17

Curve = TRSO_3-17

PI 333+06.41

D

R = 100.00'

T = 5.01'

L = 10.00'

Curve = TRSO_3-16

Curve = TRSO_3-16

PI 332+96.40

D

R = 100.00'

T = 5.01'

L = 10.00'

Profile grade sidewalk

Asphalt

TRAIL SOUTH - SCHEDULE A

335+00 335+50 336+50336+00 337+00 337+50 338+00 338+50 339+00 339+50 340+00 340+50 341+00

Existing ground

341+50 342+00

Existing R/W

HCL TRSO

Existing R/W

100'50'0

Scale in Feet

HCL NIRO

C14

W Montebello Dr.

Curve = TRSO_3-18

PI 336+32.22

D

T = 8.72'

L = 17.36'

Curve = TRSO_3-18

Curve = TRSO_3-19

Curve = TRSO_3-20

Curve = TRSO_3-19

PI 336+58.54

D

T = 17.68'

L = 34.73'

Curve = TRSO_3-20

PI 336+84.30

D

T = 8.71'

L = 17.34'

R = 75.00' R = 75.04' R = 74.93'

Curve = TRSO_3-21

Curve = TRSO_3-22

Curve = TRSO_3-23

Curve = TRSO_3-24

Curve = TRSO_3-26

Curve = TRSO_3-25

Curve = TRSO_3-21

PI 338+22.55

D

T = 7.08'

L = 14.15'

Curve = TRSO_3-22

PI 338+36.68

D

T = 7.06'

L = 14.12'

Curve = TRSO_3-23

PI 340+09.72

D

T = 8.67'

L = 17.33'

Curve = TRSO_3-24

PI 340+27.04

D

T = 8.67'

L = 17.33'

Curve = TRSO_3-25

PI 341+67.55

D

T = 6.13'

L = 12.25'

Curve = TRSO_3-26

PI 341+79.81

D

T = 6.14'

L = 12.26'

R = 200.00' R = 199.49' R = 200.00' R = 200.00' R = 100.00' R = 100.09'

Driveway Driveway Driveway Driveway

Driveway

Profile grade sidewalk

Asphalt

TRAIL SOUTH - SCHEDULE A

See Special 615-A

Concrete sidewalk

W A

T E

R

W A

T E

R

T T

W A

T E

R

W A

T E

R

W M o n te b e ll o D r

Nichols Rd.

P C

.5

P R

C

.8

P R

C

.5

P T

.9

P C

.4

P R

C

.6

P T

.7

P C

.0

P R

C

.3

P T

.7

P C

.4

P R

C

.6

P T

.9

P C

.1

STATE PROJECT

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.2

20' VC

V P I

E L

,9

.7

V

P I

E L

,9

.7

V P I

E L

,9

.3

+1.878%

V P I

E L

,9

.2

V P I

E L

,9

.7

20' VC

V P I

E L

,9

.9

+1.041%

150' VC

V P I

E L

,9

.0

2+1.829%

V P I

E L

,9

.4

+2.544%

V P I

E L

,9

.9

-1.602% +2.321%

60' VC

V P I

E L

,9

.8

V P I

E L

,9

.0

V P I

E L

,9

.8

+0.196%

40' VC

V P I

E L

,9

.0

30' VC

V P I

E L

,9

.3

V P I

E L

,9

.1

V P I

E L

,9

.2

30' VC V

P I

E L

,9

.7

V P I

E L

,9

.9

+0.969%

V P I

E L

,9

.0

40' VC

V P I

E L

,9

.1

+5.000%

-1.500%

+5.000%

-0.718%

+1.344%

+1.577% +3.053%

+0.335%

+0.152%

+0.754%

+1.814% -1.500%

342+00 342+50 343+50343+00 344+00 344+50 345+00 345+50 346+00 346+50 347+00 347+50 348+00

Existing ground

348+50 349+00

Existing R/W

HCL TRSO

Existing R/W

100'50'0

Scale in Feet

HCL NIRO

HCL MCBL

HCL TRNO

C15

Nichols Rd.

M c C u llo c h B lv d

Curve = TRSO_3-27

Curve = TSRO_3-27

PI 342+34.19

R = 100.00'

T = 5.01'

L = 10.00'

D

Curve = TRSO_3-28

Curve = TRSO_3-29

Curve = TSRO_3-28

PI 342+44.20

R = 100.00'

T = 5.01'

L = 10.00'

D

Curve = TSRO_3-29

PI 342+70.85

T = 1.48'

L = 2.95'

D

R = 10.00'

Driveway

Profile grade sidewalk

Asphalt

TRAIL SOUTH - SCHEDULE A

See Special 615-A

Concrete sidewalk

Schedule A

Trail South

Station 342+84

CO FLAP PUW 16(1)

End Project

Schedule A

Trail South

Station 342+84

CO FLAP PUW 16(1)

End Project

T T

W A

T E

R

W A

T E

R

S T

O P

P C

.4

P R

C

.6

P T

.9

P C

.1

P R

C

.1

P T

.2

P C

.3

P T

.3

P O

T

.3

207+00

208+00

209+00

STATE PROJECT

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R S

O P

U W

.d g n

CO FLAP PUW16(1)

+1.523%

50' VC

+1.165%

V P I

E L

,9

.4

,9

.4

V P I

E L

,9

.8

+7.5

,9

.7

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R N

O P

U W

.d g n

CO FLAP PUW16(1)

,9

.3

+0.459%

P O

T

.0

P C

.6

P T

.1

P C

.0

P T

.8

206+00

207+00

208+00

400+00 400+50 401+00 401+50 402+50402+00 403+00 403+50 404+00 404+50 405+00 405+50 406+50 407+00

Existing ground

100'50'0

Scale in Feet

406+00

PI 400+86.00

D

R = 300.00'

Existing R/W

HCL TRNO

T = 67.36'

PI 403+76.57

D

R = 1000.00'

L = 134.78'

Existing R/W

HCL MCBL

HCL NIRO

HCL TRSO

C16

Curve = TRNO_2-1

Curve = TRNO_2-1

Curve = TRNO_2-2

Curve = TRNO_2-2

M c C u llo c h B lv d

L = 132.53'

T = 67.49'

Profile grade aggregate

Sidewalk sidewalk

Asphalt

TRAIL NORTH - OPTION X

See Special 615-A with drainage swale

Concrete sidewalk

Option X

Trail North

Station 400+28

CO FLAP PUW 16(1)

Begin Project

Option X

Trail North

Station 400+28

CO FLAP PUW 16(1)

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R N

O P

U W

.d g n

CO FLAP PUW16(1)

+0.707%

+0.707%

+0.459%

V P I

E L

,9

.8

100' VC

P C

.2

P T

.1

P C

.4

407+00 407+50 408+00 408+50 409+50409+00 410+00 410+50 411+00 411+50 412+00 412+50 413+50 414+00

Existing ground

100'50'0

Scale in Feet

413+00

Existing R/W

HCL TRNO

Existing R/W

PI 412+72.02

D

R = 1000.00'

L = 198.82'

C17

Curve = TRNO_2-3

Curve = TRNO_2-3

T = 99.74'

Profile grade aggregate

Sidewalk sidewalk

Asphalt

TRAIL NORTH - OPTION X

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R N

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,9

.0

+0.707% +0.840%

1,000' VC

+0.840%

T

50003

P T

.1

P C

.4

P T

.7

P C

.5

P T

.4

P C

.3

P T

.6

414+00 414+50 415+00 415+50 416+50416+00 417+00 417+50 418+00 418+50 419+00 419+50 420+50 421+00

Existing ground

100'50'0

Scale in Feet

420+00

Existing R/W

HCL TRNO

Existing R/W

PI 414+42.41

D

R = 125.00'

PI 417+45.95

D

R = 1000.00'

C18

Curve = TRNO_2-4

Curve = TRNO_2-4

Curve = TRNO_2-6

T = 24.94'

L = 49.23'

Curve = TRNO_2-5

PI 415+08.63

D

R = 200.00'

T = 22.03'

L = 43.89'

Curve = TRNO_2-5 Curve = TRNO_2-6

T = 5.64'

L = 11.28' aggregate

Sidewalk

Profile grade sidewalk

Asphalt

U

S E

R

NUMBER

SHEET

CO

P

M c p w w o r k in g c e n tr a l0 d P

N P T

R N

O P

U W

.d g n

CO FLAP PUW16(1)

V P I

E L

,0

.2

+0.840% +1.522%

100' VC

V P I

E L

,0

.5

V P I

E L

,0

.2

-0.500% +1.073%

100' VC

V P I

E L

,0

.2

T

T

T

T

T

W C a p is tr a n o A v e

P C

.4

P T

.8

P C

.6

P R

C

.0

P T

.4

P C

.7

P T

.4

421+00 421+50 422+00 422+50 423+50423+00 424+00 424+50 425+00 425+50 426+00 426+50 427+50 428+00

Existing ground

100'50'0

Scale in Feet

427+00

Existing R/W

Existing R/W

HCL TRNO

PI 422+17.64

D

R = 1000.00'

PI 424+56.94

D

R = 200.00'

T = 22.33'

L = 44.48'

PI 425+22.45

D

R = 200.00'

T = 43.36'

L = 85.39'

C19

Curve = TRNO_2-7 Curve = TRNO_2-8

W Capistrano Ave.

T = 11.16'

L = 22.33'

Curve = TRNO_2-8

Curve = TRNO_2-9

Curve = TRNO_2-9

Curve = TRNO_2-7 Curve = TRNO_2-10

PI 426+08.14

D

R = 200.00'

T = 16.38'

L = 32.68'

Curve = TRNO_2-10…