Lake_Pueblo_PLANS_FINAL_stamped.pdf

CL

Prime Coat e% e%

CL

"Between Lifts"

Tack Coat

Varies Varies

1A See Detail

1A

See Detail

Prime Coat

Fog Seal

Paved Width

"Between Lifts"

Tack Coat surfacing existing

Edge of

0.5’

Existing Bench

Catch

0.5’

Existing

Base Course

2" to 6" Existing

Fog Seal

Base Course

2" to 6" Existing

A6

Juniper Road

14’ 14’ subgrade widening an additional 0.5’ outside of proposed

Remove existing shoulder material

(Rehabilitation)

Subgrade Widening

Widening

Subgrade e%

"Between Lifts"

Tack Coat

14’14’ e%

12’ Travel Way 12’ Travel Way

12’ Travel Way12’ Travel Way

1.5%

2’

(Min.)

2’

1.5%

1:

Rehabilitation

Profile Grade

Trail

8’ 2.5’

1A

See Detail

Fog Seal

Base Course

2" to 6" Existing

2.5’

CLProposed

Clearing and Construction Limits

Rehabilitation

Profile Grade

Proposed

Clearing and Construction Limits

1:1

Sta. 1625+53.1 to Sta. 1651+00.0

Sta. 1603+85.6 to Sta. 1619+20.0

Sta. 1628+25.1 to Sta. 1629+99.5

Sta. 1606+82.0 to Sta. 1610+30.7

Detached Trail

1.0’ - 4.9’

Varies to Sta. 1618+87

Sta. 1616+91

Shotcrete

Existing

Protect

2’

2’

2.5’

(Min.)

2’

(See Detail 1B or 1C)

8’ Trail

8’ Trail

:1 :1 .5

V a ri e s

Sta. 1614+40.0 to Sta. 1616+80.0 Railing (54")

Pedestrian

Fixture, Embankment and appearance. 1:4 preferred slope

Shape as necessary for drainage after placement of asphalt pavement.

Roadway Aggregate (when directed by CO)

Shoulder up with excavated material or

SCHEDULE A

JUNIPER RD

TYPICAL SECTIONS

Embankment

1:6

See Detail 2A

3" Roadway Aggr.

DETAIL 1C

JUNIPER ROAD - REHABILITATION

DETAIL 1B

DETAIL 1A

JUNIPER ROAD - REHABILITATION

EXISTING TYPICAL SECTION

GENERAL NOTES

Asphalt Pavement

" Existing4 3" to 42

Asphalt Pavement

" Existing4 3" to 42

Asphalt Pavement

" Existing4 3" to 42

With Attached Trail

1.5%

Zone

14’ Clear

Zone

14’ Clear

Zone

14’ Clear

8-Inch Depth (See Note 6)

Full Depth Reclamation, Method 2

8-Inch Depth (See Note 6)

Full Depth Reclamation, Method 2

8-Inch Depth (See Note 6)

Full Depth Reclamation, Method 2

Aggr., Method 2

8" Roadway cross slope or superelevation (e%) prior to ACP overlay.

Place roadway aggregate as required to establish 2%

See plans for crown and superelevation correction (e%).

Pavement, Plain 5" Minor Concrete

5" ACP

Method 2

Aggr., 4" Roadway

Aggr., Method 2

5" Roadway

Method 2

Aggr., Roadway

Method 2

3" Roadway Aggr., Pavement, Plain 5" Minor Concrete

Method 2

Aggr., Roadway

See Special 204-A

Stabilization

Shoulder

Pavement, Plain 5" Minor Concrete

Method 2

Aggr., 4" Roadway

Method 2

Aggr., Roadway

Sta. 1672+00.0 to Sta. 1683+00.0

Sta. 1659+50.0 to Sta. 1667+00.0

Sta. 1619+20.0 to Sta. 1625+53.1

Sta. 1599+65 to Sta. 1603+85.6

Overlay

5" ACP

Overlay

5" ACP

Overlay

5" ACP

6. Pulverize a maximum depth of 8".

Do not pulverize approach roads or pullouts unless shown.5.

pavement.

Pulverize from 1’ beyond existing edge of pavement to 1’ beyond other existing edge of 4.

made for this work. Add roadway aggregate to complete shouldering as needed.

windrow material to backfill along new edge of pavement. No measurement or payment will be

Prior to pulverizing, windrow or remove existing shoulder material to outside of shoulder. Use 3.

unless otherwise shown.

Restrict all construction and construction vehicles to remain within the existing bench width 2.

Place Asphalt Concrete Pavement (ACP) in two lifts. Tack coat between lifts.1.

No Scale

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s limits

& Mulching

Seeding

Topsoil, Slope Stake

4’ beyond limits

& Mulching

Seeding

Topsoil, Slope Stake

4’ beyond

2’

FLC

TFC

80BFC

42SHLD_SG

BISW83

OSW

TBCSW

Trail

8’ 2.5’

CUT TREATMENT-DITCH

Aggr., Method 2

4" Roadway

Pavement, Plain 5" Minor Concrete

11.5’ 11.5’

Limits of Full Depth Reclamation

1’ 1’

See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, Aggr., Method 2

4" Roadway

1:4

(Graded)

Width

Ditch

Special

L im it s

S lo p e S ta k e limits

Seeding & Mulching

Slope Stake Topsoil, 4’ beyond 2A

Detail

See

Sta. 1644+50.0 to Sta. 1652+52.5

Sta. 1634+00.0 to Sta. 1637+38.0, Rt.

Sta. 1631+00.0 to Sta. 1637+70.0, Lt.

See Plan & Profile Sheets

Special Ditch Profile Grade

Coat

Prime

Seeding Limits

Top Soil and

Cut Slopes

Rounded

Slope Stake Limit2’ 5’

5’

Sections)

(See Cross

Cut Slope

Method 2

Aggr., 3" Roadway

See Special 609-A

Catch Pan)

Concrete (24"

Curb & Gutter, 4.

Sheet 1 of 11

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D 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 F L

A P .d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

Strem Seal

A7

SCHEDULE A

JUNIPER RD

TYPICAL SECTIONS

GENERAL NOTES

JUNIPER ROAD - RECONSTRUCTION

JUNIPER ROAD - RECONSTRUCTION

(Min.)

2’

2’

2.5’ 14’

12’ Travel Way

Fog Seal e%

14’

12’ Travel Way

Clearing and Construction Limits

14’ Clear Zone

Prime Coat

"Between Lifts"

Tack Coat

C LProposed

Proposed CL e%

16’

12’ Travel Way

Fog Seal

12’ Travel Way

16’ e% e%

"Between Lifts"

Tack Coat

Clearing and Construction Limits

(Typ.)

Guardrail

With Attached Trail

(Typ.)

2’

Sta. 1651+00.0 to Sta. 1652+70.3

Method 2

8" Roadway Aggregate, Method 2

8" Roadway Aggregate, 8’ Trail

1.5%

Embankment

Embankment

4.

4.

4.

4.

Coat

Prime

Pavement, Plain 5" Minor Concrete

Aggr., Method 2

4" Roadway

Method 2

Aggr., Roadway

Method 2

3" Roadway Aggr., Base Course

2" to 6" Existing

Asphalt Pavement

" Existing4 3" to 42

Base Course

2" to 6" Existing

Asphalt Pavement

" Existing4 3" to 42

5" ACP

5" ACP

Sta. 1667+00.0 to Sta. 1672+00.0

Sta. 1652+70.3 to Sta. 1659+50.0

No Scale

S lo p e S ta k e L im it s S lo p e S ta k e L im it s

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s

4’

4’

4’

4’

Mulching limits

Topsoil, Seeding &

Mulching limits

Topsoil, Seeding &

Topsoil, Seeding & Mulching limits

Mulching limits

Seeding &

Topsoil, See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, 2’ 2’

8-Inch Depth

Full Depth Reclamation, Method 2

8-Inch Depth

Full Depth Reclamation, Method 2

5.

5.

reconstruction, maximum depth of 8".

5. Pulverize existing asphalt mat and base course through areas of

4. See cross sections for cut and fill slopes.

3. See plans for crown and superelevation correction (e%).

unless otherwise shown.

Restrict all construction and construction vehicles to remain within the existing bench width 2.

Place Asphalt Concrete Pavement (ACP) in two lifts. Tack coat between lifts.1.

Sheet 2 of 11

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D 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 F L

A P .d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

8’ Tread 1:3

1:2

Trail Tread

2’

(depth varies)

Asphalt

Existing

1.5%

2’

8’ Tread

1.5%

3’

CL

3’

Embankment

1:3

2’

0.5’

Profile Grade

Profile Grade

8’ +/-

Clearing and Construction Limits

Clearing and Construction Limits

3 3

6’ 6’

CL

Profile Grade

2%

1:4

CL

Profile Grade

2%

1:4

:2

4’

Relocated Trail

Existing Trail

1:

1:4

Sta. 1+70.0 to Sta. 2+15.0

Varies Varies

SCHEDULE A

N-1 COVE APPROACH

SHARED-USE-PATH / TRAIL

TYPICAL SECTIONS

(item 50101-TEMP)

Pavement, Plain

5" Minor Conc.

See Detail 2A

1:6 1:6

Trail Safety Edge

Trail Tread

Section Details for Structural

See Typicals pavement safety edge

SHARED-USE-PATH / TRAIL SECTION - (REHAB)

EXISTING TRAIL SECTION - PAVED

SHARED-USE-PATH / TRAIL SECTION (RELOCATED)

UNPAVED N-1 COVE

PAVED N-1 COVE

GENERAL NOTES

DETAIL 2A

CUT TREATMENT - DITCH

Sta. 132+85.0 to Sta. 152+08.2

Sta. 125+50.0 to Sta. 131+50.0

Sta. 107+40.0 to Sta. 110+80.0

Sta. 102+30.0 to Sta. 104+25.0

Sta. 100+00.0 to Sta. 100+80.0

Sta. 99+40.8 to Sta. 99+72.0

Sta. 1+14.5 to Sta. 1+70.0

Aggregate, Method 2

8" Roadway

A10

12’12’

Aggregate, Method 2

6" Roadway

0.5’ Ditch

Varies

Varies

0.5’ Ditch

1:4 1:

Pavement, Plain

5" Minor Concrete

Method 2

Aggregate, 4" Roadway

Method 2

Aggr., 3" Roadway

Pavement, Plain

5" Minor Concrete

6-Inch Depth (Pulverize)

Full Depth Reclamation, Method 2

6-Inch Depth (Pulverize)

Full Depth Reclamation, Method 2

Method 2

Roadway Aggr., Aggr., Method 2

Roadway

5" ACP

Method 2

Roadway Aggr., Vari es construction for Safety Edge

See Detail 2A construction for Safety Edge

See Detail 2A

Sta. 131+50.0 to Sta. 132+85.0

Sta. 120+84.4 to Sta. 125+50.0

Sta. 110+80.0 to Sta. 111+79.1

Sta. 105+00.0 to Sta. 107+40.0

Sta. 104+25.0 to Sta. 104+62.8

Sta. 100+80.0 to Sta. 102+30.0

(Pulverize)

Method 2 6-Inch Depth

Full Depth Reclamation, 3’ max.

No Scale

S lo p e S ta k e L im it s

Pulverize 10’

4’

S lo p e S ta k e L im it s

Clearing and Construction Limits

S lo p e S ta k e L im it s

4’

L im it s

S ta k e

S lo p e

4’

3’

3’

Clearing and Construction Limits

S lo p e S ta k e L im it s

4’

4’

S ta k e L im it s

S lo p e

Topsoil, Seeding & Mulching limits.5.

complete shouldering as needed and tie within 3’.

measurement or payment will be made for this work. Place aggregate to trail. Use windrow material to backfill along new edge of pavement. No

4. Prior to pulverizing, windrow or remove existing material along outside of

3. Construct 2’ bench where terrain permits.

existing terrain.

2. Construct trail tread cross slope (2.0% max.) to drain the same direction as designated construction limits.

Restrict all construction activities and disturbance to areas within the 1.

Sheet 5 of 11

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D 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 F L

A P .d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

J n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

Depth Unknown

Exist. 96" Culvert

.63

.95

.65

.39

.15

.55

49604960

.98

49654965

.60

.17

.63

.39

.33

4980 49 .45

VENT

.57

ASPHALT P

ATH

JUNIPER ROAD

JUNIP

ER R

OAD ASPHALT PATH

CROSS

IN

G

DEER

0 F

EET

CROSS

IN

G

PE

DES

TRI

AN

AHEADTRAI

L D

AMAGE

TURNLE

FT

S R

RR

S R

RR

0+

P C

.8

P T

.1

100’0

Scale in Feet

50’

CL Juniper Rd

Existing Ground

M A

T C

H L

IN

E

S T

A

CL

D

Curve = Seg2-1

PI 1602+87.67

T = 336.79’

R = 970.00’

L = 648.31’ e= 0.052’ / FT

8’ Conc. Trail

Guardrail

Remove Existing

1600+27 to 1603+40, Lt.

STA. 1599+65

CO FLAP 1099(1)

REHABILITATION

BEGIN ROADWAY

SCHEDULE A

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1603+21.4, 16’ Lt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1600+47.4, 16’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1603+14.3, 16’ Rt.

Remove Existing Guardrail

1600+42 to 1603+65, Rt.

Clean Existing Culvert (96" CMP)

1601+39, Lt. & Rt.

1599+00 1600+00 1601+00 1602+00 1603+00 1604+00 1605+00 1606+00 1607+00 1608+00 1609+00 1610+00 1611+00 1612+00 1613+00

NOTE: (use Note Heading Style) as one text or as individual text.

Numbers for notes are also the Notes style. They can be placed

(Typ.)

Top of Cut

(Typ.)

Toe of Fill

(Typ.)

8’ Conc.

Curve Seg 2-1

Guardrail, Lt.

Guardrail, Rt.

Protect Trees

Curb & Gutter with detached Trail, Lt.

C1

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1600+50.9, 16’ Lt.

Trail

Reservoir

Terminal SectionTerminal Section

Terminal Section Terminal Section

Protect Tree

Remove Existing Bollards (3)

Bollards. See Special 619-A.

With Restrictive and Removable

Construct Concrete Island

99+57.2

See Note 2 See Note 4

Schedule A

Sta. 99+44.31 (Ahead)

Sta. 659+00.00 (Back)=

Reservoir Trail

E 3216479.90

N 1588038.10

Match Existing

Note 1

See

Note 3

See

Remove Existing Bollards (3)

Bollards. See Special 619-A.

With Restrictive and Removable

Construct Concrete Island

100+16.7

See Note 5

See Note 6

See Special 615-A

Install 65 L.F. Safety Rail

5. 101+32 to 101+96, Lt.

N 1587995.76, E 3216925.57

Match attached Trail

4. 104+62.83 End Trail Relocation

N 1588019.08, E 216896.23

Begin Trail Relocation

3. 104+25 End Trail Rehab

N 1588084.16, E 3216723.30

Resume Trail Rehab

2. 102+30 End Trail Relocation

N 1588087.39, E 3216574.02

Begin Trail Relocation

1. 100+80 Suspend Trail Rehab

Notes:

Shoulder Stabilization, Rt.

See Special 204-A

Construct Shoulder Stabilization

1601+50 to 1603+00, Rt.

Riprap Outlet

Radius Flare = 22.0’

See Special 609-A

Begin Curb & Gutter

1603+85.6, Lt.

Curb & Gutter with attached Trail, Lt. Curb & Gutter with attached Trail, Lt.

KEY PLANKEY PLAN

LAKE P

UEBLO

Jennifer

DLS PE

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

S iz e D e p th U n k n o w n

E x is t.

C u lv e r t

Exist. 42" Culvert

(Abandoned)

Exist. 8" Waterline

WATER

4929.9

30 4930

WATER

4931.3

4931.5

STOP

4932.3

4932.3

4932.7

4933.5

4935 4935

4936.9

4940 4940

4941.9

4947.9

4954.7

4961.6

4967.7

4973.3

49754975

4977.1

4979.1

4980.1

4981.2

WATER

VENT

4982.5

4985 498

RIM EL=4982.6

5WATER MH

AHEAD

CURVED ROAD

S R

RR

S R

RR

P C

.6

P T

.2

P C

.0

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

IN

E

S

T A

M A T

C H L

IN

E

S T

A . 16

S a ilb o a rd R d

D

Curve = Seg2-2

PI 1618+21.25

T = 270.62’

R = 735.00’

L = 518.59’ e= 0.06’ / FT

D

Curve = Seg2-3

PI 1628+82.80

T = 461.74’

R = 720.00’

L = 821.14’ e= 0.06’ / FT

8’ Conc. Trail

(Typ.)

8’ Conc.

Guardrail

Remove Existing

1613+44 to 1625+49, Rt.

Guardrail

Remove Existing

1621+61 to 1625+33, Lt.

Existing Ground

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1614+14.0, 16’ Rt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1620+95.9, 17’ Lt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1626+75.5, 16’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1624+90.2, 16’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1624+85.0, 17’ Lt.

1613+00 1614+00 1615+00 1616+00 1617+00 1618+00 1619+00 1620+00 1621+00 1622+00 1623+00 1624+00 1625+00 1626+00 1627+00

(Typ.)

Toe of Fill

Seg 2-2

Curve

Shotcrete Slope

Protect Existing

1618+87, Lt.

1616+91 to

(42" CMP)

Clean Existing Culvert

1624+05, Lt. & Rt.

Remove Bollard

(No Work)

Abandoned Water Valve

1624+25, Lt.

Seg 2-3

Curve

(No Work)

Water Valve

Abandoned

1626+20, Rt.

Shoulder Stabilization, Lt.

Curb & Gutter with attached Trail, Lt.

Guardrail, Rt.

Guardrail, Rt.

Guardrail, Lt. attached Trail, Lt.

Curb & Gutter with

C2

See Special 611-A

Relocate Stand Pipe

Abandoned Water Valve (No Work)

Adjust Water Manhole to Grade

Remove Bollard

1613+05, Lt.

Pedestrian Railing, Lt.

Terminal Section Terminal Section

Terminal Section

Exist. Gates

Protect

Terminal Section

Tree

Protect

(Typ.)

Top of Cut

Remove Existing Fence, Rail

Remove Existing Guardrail

1613+49 to 1616+73, Lt.

(D-Sheets)

Reservoir Trail 2-1

See Profile See Note 2

See Note 1

See Note 3

See Note 4

(D-Sheets)

Reservoir Trail 2-2

See Profile

Radius Flare = 22.0’

See Special 609-A

Begin Curb & Gutter

1625+53.1, Lt.

Trail

ReservoirCLInstall Safety Rail See Special 615-A

See Special 204-A

Construct Shoulder Stabilization

1614+00 to 1616+80, Lt.

See Special 204-A

Construct Shoulder Stabilization

1621+50 to 1622+50, Lt.

1619+75 to 1622+50, Rt.

Shoulder Stabilization, Rt.

Shoulder Stabilization, Lt.

Stake Limits

Verify Slope

1614+00

1613+00 to and Riprap Outlet

12" CMP W/12" FESs

Install 26 L.F.

106+90, Lt. & Rt.

Riprap Outlet

Radius Flare = 22.0’

See Special 609-A

End Curb & Gutter

1619+35.3, Lt.

N 1587376.26, E 3218873.99

Match attached Trail

4. 111+79.12 End Trail Relocation

N 1587373.19, E 3218775.27

Begin Trail Relocation

3. 110+80 End Trail Rehab

N 1587315.84, E 3218441.16

Begin Trail Rehab

2. 107+40 End Trail Relocation

N 1587287.07, E 3218216.65

Begin Trail Relocation

1. 105+12.7 Match Attached Trail

Notes:

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

V P I

E L

,9

.3

E x is t.

C u lv e r t

P r o p o s e d

C u lv e r t

V P I

E L

,9

.5

V P I

E L

,9

.1

-1.5%

-4.0%

V P I

E L

,9

.3

V P I

E L

,9

.0

-10.8%

V P I

E L

,9

.0

V P I

E L

,9

.0

V P I

E L

,9

.0

-1.3% -1.0%

-2.0% -2.9%

V P I

E L

,9

.0

.9

.9

.3

.3

.6

.1

.9

.0

.3

.4

.2

4925 4925 4925 4925

.0

.6

.2

.4

.7

.9

M

P H

IN

V E

L

.7

C

M P

S A

IL

B O

A R

D

ASPHALT PATH

JUNIPER ROAD

ASPHALT PATH

JUNIPER ROAD

JUNIPER ROAD

ASPHALT PATH

S R

RR

S R

RR

P T

.2

P C

.9

100’0

Scale in Feet

50’

CL Juniper Rd

M A T

C H L

IN

E

S T

A

Existing Ground

M A T

C H L

IN

E

S T

A

1+

D

Curve = Seg2-3

PI 1628+82.80

T = 461.74’

R = 720.00’

L = 821.14’ e= 0.06’ / FT

Curve = Seg2-4

PI 1638+83.03

T = 343.09’

L = 640.89’ e= 0.06’ / FT

D

R = 725.00’

8’ Conc. Trail

Sidewalk

8’ Conc.

Guardrail

Remove Existing

1626+50 to 1630+44, Rt.

Guardrail

Remove Existing

1637+01 to 1638+41, Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1637+85.7, 17’ Rt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1636+57.7, 17’ Rt.See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1630+43.3, 16’ Rt.

1627+00 1628+00 1629+00 1630+00 1631+00 1632+00 1633+00 1634+00 1635+00 1636+00 1637+00 1638+00 1639+00 1640+00 1641+00

(Typ.)

Toe of Fill

(Typ.)

Top of Cut

Protect Trees

Curve Seg 2-3

W/18" FES and Riprap Outlet

See Standard 604-1

Install Catch Basin, Type 1

1634+53, Lt. Flowline

Seg 2-4

Curve

Clean Existing Culvert and 36" End Section

Install 8 L.F. of 36" CMP

Remove 36" End Section

1638+04, Lt.

attached Trail, Lt.

Curb & Gutter with detached Trail, Lt.

Curb & Gutter with

Guardrail, Rt.

Special Ditch, Lt.

Curb & Gutter with attached Trail, Lt.

Special Ditch, Rt.

Guardrail, Rt.

C3

Terminal Section

Terminal Section

Terminal Section

Special Ditch, Lt.

Special Ditch, Rt.

Protect Tree

L=30’, W=11’

See Detail C-251-50

Place 18 C.Y. Riprap Class 2, 1637+71 to 1637+99, Lt.

Remove 232 L.F. Fence

1630+49 to 1632+75, Rt.

L=38’, W=11’

See Detail C-251-50

Place 23 C.Y. Riprap Class 2, 1637+00 to 1637+38, Rt.

See Special 204-A

Construct Shoulder Stabilization

1637+25 to 1637+75, Rt.

Shoulder Stabilization, Rt.

Remove Bollard

1635+80, Lt.

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

P r o p o s e d

C u lv e r t

E x is t.

C u lv e r t

V P I

E L

,9

.4

+3.580

+3.66 0%

V P I

E L

,9

.0

V P I

E L

,9

.3

0+2.210%

V P I

E L

,9

.0

+0.700% -0.160%

V P I

E L

,9

.9

V P I

E L

,9

.6

-1.300% -1.570%

V P I

E L

,9

.0

-4.649%

E L

,9

.6

V P I

.4

E L

,9

.2

V P I

V P I

E L

,9

.4

-1.719%

380’ VC

4898.66

49004900

4902.63

4902.97

WATER

4903.72

4903.84

4905.91

4907.57

4909.69

4910 4910

4910.16 STOP

4911.13

4911.93

4912.77

4913.44

4914.36

4915 4915 4915

4916.49

4916.72

4918.34

4918.68 4919.29

4919.62

VENT

49254925

4925 4925

INV EL=4880.03

48" CMP

N-1 COVE

INV EL=4886.58

48" CMP

S R

RR

S R

RR

P T

.8

P C

.2

P T

.2

P C

.9

P T

.9

P C

.0

PC 1+14.49

PT 1+

56.36

PO

T 2+

45.45

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

1+

Existing Ground

M A T

C H L

IN

E

S T

A

Curve = Seg2-4

PI 1638+83.03

T = 343.09’

L = 640.89’ e= 0.06’ / FT

D

Curve = Seg2-5

PI 1649+32.80

T = 166.56’

L = 330.03’ e= 0.052’ / FT

D

CL

CL

R = 990.00’

R = 725.00’

Lake Pueblo (N-2 Cove)

Profile Grade

8’ Conc. Trail

8’ Conc. (Typ.)

Guardrail

Remove Existing

1641+50 to 1643+62, Rt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1654+64.2, 16’ Rt.

Cove N-1

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1654+59.1, 16’ Lt.

Guardrail

Remove Existing

1642+04 to 1643+84, Lt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1641+21.7, 17’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1643+23.1, 17’ Rt.

1641+00 1642+00 1643+00 1644+00 1645+00 1646+00 1647+00 1648+00 1649+00 1650+00 1651+00 1652+00 1653+00 1654+00 1655+00

Install Pedestrian Railing

1642+30 to 1643+70, Lt.

W/18" FES and Riprap Outlet

Install 40 L.F. 18" CMP

See Standard 604-1

Install Catch Basin, Type 1

1642+68, Lt. Flowline

Curve Seg 2-4

(No Work)

Abandoned Water Valve

1642+73, Lt.

Seg 2-5

Curve Seg 2-6

Curve

See Sheet D1

N-1 Cove

D e= 0.07’ / FT

PI 1653+19.02

R = 530.00’

T = 111.09’

L = 219.02’

Curb & Gutter with attached Trail, Lt.

Guardrail, Rt.

Pedestrian Railing, Lt.

Guardrail, Rt.

Guardrail, Lt.

Curve = Seg2-6

C4

Trail

Reservoir

Terminal Section

Terminal Section

Terminal Section

Clean Existing Culvert

W/48" FES

Install 6 L.F. 48" CMP

Remove Existing End Section (48")

1642+88, Lt.

Special Ditch, Lt.

Special Ditch, Lt.

Terminal Section

Begin Reconstruction

Rehabilitation

Suspend Roadway

1651+00

See Sheet D1

Trail RelocationSee Special 611-A

Relocate Stand Pipe

Abandoned Water Valve (No Work)

Adjust Water Manhole to Grade

1649+70, Lt.

(Typ.)

Top of Cut

(Typ.)

Toe of Fill

Protect Trees

Riprap Outlet

Radius Flare = 22.0’

See Special 609-A

End Curb & Gutter

1652+69.3, Lt.

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

V P I

E L

,9

.9

+4.45 9%

V P I

E L

,9

.6

-7.898%

V P I

E L

,9

.1

-1.719% +4.45 9%

380’ VC

2.7

4900 4900

1.0

49054905

4905 4905

9.1

4910 4910

1.1

1.2

4.0

6.0

6.5

1.5

2.1

VENT

VENT

5.7

6.1

VENT

PARKING LOT

8.1

8.2

8.8

ASPHALT PATH

JUNIPER ROAD

CROSSI

NGPEDESTRIA

N

DEER

RIM

EL=492

7.7

WATER M

H

RIM

EL=492

5.5

WATER M

H

RIM

EL=492

3.3

WATER M

H

GRADE A

HEAD

CAUTIO

N:

STEEP

CROSSI

NGPEDESTRIA

N

CLOSEDAREA

INFORMATIO

N

DAM C

ROSSI

NG

PARKIN

GNO

POIN

TBEYOND T

HIS

NO V

EHIC

LES

JUNIPER ROAD

ASPHALT PATH

ASPHALT P

ATH

S R

RR

S R

RR

P T

.9

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

Existing Ground

M A

T C

H L

A

CL

D a m C r o s s in g

Profile Grade

Guardrail

Remove Existing

1654+50 to 1662+39, Rt.

Guardrail

Remove Existing

1652+72 to 1661+04, Lt.

Guardrail

Remove Existing

1664+20 to 1672+38, Rt.

Guardrail

Remove Existing

1664+14 to 1672+26, Lt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1662+50.8, 16’ Rt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1664+60.5, 16’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1660+35.0, 16’ Lt.

See Standard 617-11

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1665+48.8, 16’ Lt.

1655+00 1656+00 1657+00 1658+00 1659+00 1660+00 1661+00 1662+00 1663+00 1664+00 1665+00 1666+00 1667+00 1668+00 1669+00

(Typ.)

Toe of Fill

PI 1655+84.52

R = 4275.00’

T = 125.46’

L = 250.85’ e= N.C.

D

Curve = Seg2-7

Curve Seg 2-7 Hydrant

Protect Fire

See Special 611-A

Relocate Stand Pipe

Abandoned Water Valve (No Work)

Adjust Water Manhole to Grade

Remove Bollard

1661+16, Lt.

Guardrail, Lt.

Guardrail, Rt.

Guardrail, Lt.

Guardrail, Rt.

C5

Trail

Reservoir

Terminal Section

Terminal Section Terminal Section

Terminal Section

Remove 14 Bollards (Wood Post)

1662+52 to 1664+12, Rt.

(Typ.)

Top of Cut

D1

See Sheet

Trail Relocation

See Sheet D2

Parking Area

Trail Relocation &

Resume Rehabilitation

End Roadway Reconstruction

1659+50

See Special 204-A

Construct Shoulder Stabilization

1667+00 to 1668+00, Lt.

Shoulder Stabilization, Lt.

Begin Roadway Reconstruction

Suspend Rehabilitation

1667+00

Profile Grade

(Typ.)

8’ Conc.

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

V P I

E L

,8

.1

-7.898%

.7

.5

.5

.0

.4

.4

.5

.1

.4

.8

.4

.5

.2

.7

C R O S S

IN

G

D E E R

A R R O

W

A R R O

W

A R R O

W

W

IT

H C

A N

O

PY

PI

C N

IC

T

A B

LE

ASPHALT PATH

JUNIPER ROAD

ASPHALT PATH

JUNIPER ROAD

JU

NI

PE

R

ROAD

S R

RR

S R

RR

P C

.3

P T

.7

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

IN

E

S

T A

Existing Ground

Curve = Seg2-8

PI 1672+77.55

T = 295.00’

L = 573.42’

D

R = 990.00’ e= 0.052’ / FT

CL

Profile Grade

(Typ.)

8’ Conc.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1673+06.2, 16’ Lt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1672+39.7, 16’ Rt.

1669+00 1670+00 1671+00 1672+00 1673+00 1674+00 1675+00 1676+00 1677+00 1678+00 1679+00 1680+00 1681+00 1682+00 1683+00

(Typ.)

Toe of Fill

(Typ.)

Top of Cut

Protect Trees

Protect Tree

Guardrail, Lt.

Guardrail, Rt.

C6

Reservoir Trail

Terminal Section

Terminal Section

A

.5

A H

E A

D

R E

S E

R V

O

IR

R

A

IL

S

T A

.6

B

C K

S T

A

.9

A

H E

A D

M A

T C

H L

IN

E

J

U N

IP

D

A

C K

Resume Rehabilitation

End Roadway Reconstruction

1672+00

Shoulder Stabilization, Rt.

See Special 204-A

Construct Shoulder Stabilization

1669+00 To 1671+50, Rt.

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

E T F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

V P I

E L

,9

.4

-7.000%

-14.333%40’ VC

V P I

.0

E L ,9

.0

V P I

.0

E L ,9

.9

4898.

4900 4900

4902.

49054905

4905 4905

4907.

4910.

STOP

4911.

4911.

4911.

4912.

4914.

4914.

4916.

4918.

4919.

29 4920

N-1 C

OVE

0 1

0 1

Cove

N-1

Juniper Rd

Juniper Rd

50’0

Scale in Feet

25’

CL

CL

CL N-1 Cove

Sta. 1+00.00 N-1 Cove Sta. 1653+04.40 = Juniper Road

T y p

D1

Profile Grade

Existing Ground

1+00 1+50 2+00 2+50

N-1 Cove / Juniper Rd Intersection

R=50’

D

Curve = N-1

R = 40.00’

T = 23.08’

L = 41.87’ e= 0.02’ / FT

PI 1+37.57

P T

.3

P O

T

.4

PC 1

+14.

R=13.5’

Curve N-1

Curve Seg 2-5

633-A

Rumble Strips per

Aggregate

Begin Roadway

End Paving

1+70

Sections

Terminal

(Typ.)

Toe of Fill

Trail

Juniper Rd

E 3221282.74

N 1588818.57

Begin Trail Rehab

End Trail Relocation

125+50

E 3220839.54

N 1588897.62

Begin Trail Relocation

120+84.4

(See D-Sheets)

See Profile Reservoir Trail 3-1

Remove Bollard

(verify location)

Adjust Water Valve

125+00, Rt.

Curve Seg 2-7

222 223

Curve Seg 2-6

L=14’, W=6’

Class 3 with 7 C.Y. Riprap

Backfill Eroded Slope

124+47, Lt.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

E T F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

2.1

VENT

VENT

5.7

6.1

VENT

8.1

8.2

8.8

CROSSI

NGPEDESTRIA

N

DEER

RIM

EL=492

7.7

WATER M

H

RIM

EL=492

5.5

WATER M

H

RIM

EL=492

3.3

WATER M

H

GRADE A

HEAD

CAUTIO

N:

STEEP

CROSSI

NGPEDESTRIA

N

CLOSEDAREA

INFORMATIO

N

DAM C

ROSSI

NG

PARKIN

GNO

POIN

TBEYOND T

HIS

NO V

EHIC

LES

0 1

40’0

Scale in Feet

20’

Juniper RdCL

CL

Juniper Rd and 1 Accesible space)

Parking Area (15 Regular spaces

Parking Area

Pulverize and Overlay

T y p

Lake Pueblo

D a m C ro s s in g

(Typ.)

9’

R=12’ R=12’

DETAIL PLAN

PARKING AREA

DAM CROSSING

.5

A A

D2

Prime Coat

2%

CL

"Between Lifts"

Tack Coat

Fog Seal

Base Course

2" to 6" Existing

Asphalt Pavement

2" to 4" Existing

14’

12’ Travel Way

Proposed

Clearing and Construction Limits

Parking Area

32.5’

2’

Max.

5’

SECTION A-A

.8

2%-3.8% Varies

Grade Break

B B

SECTION B-B

2%

8’ 23.67’2’

CL

Profile Grade

See Specail 609-A

Wheel Stop

Reset or Install

Trail

(Max.)

5%

1.5%

Grade

Profile

Trail Pavement, Plain

5" Minor Conc.

Section

Terminal

Guardrail (Typ.)

Section

Terminal

Section

Terminal

Grade Break

5’

8’

R=5’ (Typ.)

Waterline

Existing 24"

(Follows Exist Trail)

Reservoir Trail

209210

E 3221859.19

N 1588660.35

Begin Trail Relocation

Suspend Trail Rehab

131+50

(D-Sheets)

See Profile Reservoir Trail 3-2

E 3221980.94

N 1588602.81

Resume Trail Rehab

End Trail Relocation

132+85

Bollards. See Special 619-A.

With Restrictive and Removable

Construct Concrete Island

1663+35, Lt.

Protect Exist. FH

Protect Water MH

12" CMP

Overlay

5" ACP

Overlay

5" ACP

Aggregate as required.

Provide additional Roadway

8-Inch Depth (Pulverize)

Full Depth Reclamation, Method 2

Aggregate as required.

Provide additional Roadway

8-Inch Depth (Pulverize)

Method 2

Full Depth Reclamation, (Provided by Park)

Install 2 Wheel Stops

Reset 14 Wheel Stops

Fill (Typ.)

Toe of

Waterline

Existing 8"

Aggr., Method 2

4" Roadway and Riprap Outlet

12" CMP W/12" FESs

Install 20 L.F.

131+95, Rt.

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

E T F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

106+00 106+50 107+00 107+50105+00 105+50

104+00102+00

120+00

100+50 101+00 101+50 102+50 104+50

100+00 105+00

108+00

110+00 110+50 111+00 111+50 112+50112+00

D3

Existing Ground

Profile Grade

Profile Grade

Existing Ground

Existing Ground

Profile Grade

Profile Grade

Existing Ground

Reservoir Trail 2-1

Reservoir Trail 1-1

Reservoir Trail 2-2

Reservoir Trail 1-2 V

P I

E L

,9

.1

V P I

E L

,9

.2

V P I

E L

,9

.6

-10.09%

135’ VC

+8.8 3%

V P I

E L

,9

.9

V P I

E L

,9

.4

Proposed 12" Culvert

V P I

E L

,9

.9

-8.333%

40’ VC

V P I

E L

,9

.9

-8.333%

-11.331%

60’ VC

-5.00% V P I

E L

,9

.4

E L

,9

.9

V P I

.1

V P I

E L

,9

.2

40’ VC

V P I

E L

,9

.3

50’ VC

+3.53%

+8.0 5%

-1.50%

V P I

E L

,9

.1

10’ VC

V P I

E L

,9

.7

20’ VC

V P

C

E L

,9

.1

E L

,9

.2

V P I

.8

+3.60%

+8.3 3%

+0.0% n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

E T F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

132+00 132+50 133+00 133+50131+00 131+50

123+50 124+00 124+50 125+00122+00 123+00120+00 120+50 121+00 121+50 122+50 125+50

D4

Reservoir Trail 3-2

Existing Ground

Profile Grade

Profile Grade

Existing Ground

Reservoir Trail 3-1

,9

.3

V P I

E L

,9

.7

40’ VC

V P I

E L

,9

.1

70’ VC

V P I

E L

,8

.2

50’ VC

E L

,9

.1

V P I

.4

V P I

E L

,9

.6

-1.65%

-8.32%

-3.47% +6.3

8%

V P I

E L

,9

.2

40’ VC

V P I

E L

,9

.6

40’ VC

+0.37%

V P I

E L

,9

.1

-4.91%

-3.75%

V P I

E L

,9

.8

RR

S R

RR

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts E E

C P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

KEY PLANKEY PLAN

LAKE P

UEBLO

4929.9

30 4930

WATER

4931.3

4931.5

4932.3

4932.3

4932.7

4933.5

4935 4935

4936.9

4940 4940

4941.9

4947.9

4954.7

4961.6

4967.7

4973.3

49754975

4977.1

4979.1

4980.1

4981.2

WATER

VENT

4982.5

4985 498

RIM EL=4982.6

5WATER MH

1615+00

P C

.6

+00

P T

.2

P C

.0

+00

CLJuniper Rd

M A

T C

H L

IN

E

S

T A

M A T

C H L

IN

E

S T

A . 16

S a ilb o a rd R d

CL

Trail

Reservoir

.63

.95

.65

.39

.15

.55

49604960

.98

49654965

.60

.17

.63

.39

.33

4980 49 .45

VENT

.57

0+

P C

.8

+00

1605+00

P T

.1

1610+00

497549

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

CL

STA. 1599+65

CO FLAP 1099(1)

REHABILITATION

BEGIN ROADWAY

SCHEDULE A

Match Existing

NOTE: (use Note Heading Style) as one text or as individual text.

Numbers for notes are also the Notes style. They can be placed

M A

T C

H L

IN

E

S

T A

M A T

C H L

IN

E

S T

A . 16

E1

100’0

Scale in Feet

50’

Reservoir Trail

SCHEDULE A

STA. 1599+65 TO 1627+00

PLANS

EROSION CONTROL

Check Dam (Typ.)

at Culvert Inlet

Fiber Rolls (Typ.)

RR

S R

RR

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts E E

C P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

KEY PLANKEY PLAN

LAKE P

UEBLO

4898.66

49004900

4902.63

4902.97

WATER

4903.72

4903.84

4905.91

4907.57

4909.69

4910 4910

4910.16

4911.13

4911.93

4912.77

4913.44

4914.36

4915 4915 4915

4916.49

4916.72

4918.34

4918.68 4919.29

4919.62

VENT

49254925

4925 4925

INV EL=4880.03

48" CMP

INV EL=4886.58

48" CMP

P T

.8

1645+00

P C

.2

1650+00

P T

.2

P C

.9

P T

.9

P C

.0

1655+

PC 1+14.49

PT 1+

56.36

PO

T 2+

45.45

4920 4

C26

CL Juniper Rd

M A

T C

H L

A

1+

M A T

C H

L

IN

E

S

T A

CL

Lake Pueblo (N-2 Cove)

Cove N-1

Trail

Reservoir

.9

.9

.3

.3

.6

.1

.9

.0

.3

.4

.2

4925 4925 4925 4925

.0

.6

.2

.4

.7

.9

IN

V E

L

.7

C

M P

1630+00

P T

.2

1635+00

P C

.9

1640+

49154915

100’0

Scale in Feet

50’

CL

M A T

C H L

IN

E

S T

A

M A T

C H L

IN

E

S T

A

1+

100’0

Scale in Feet

50’

M A T

C H

L

IN

E

S

T A

M A

T C

H L

A

1+

E2

Juniper Rd

SCHEDULE A

STA. 1627+00 TO 1655+00

PLANS

EROSION CONTROL

Check Dam (Typ.)

at Culvert Inlet

Fiber Rolls (Typ.)

Temp. Inlet Protection (Typ.)

RR

S R

RR

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts E E

C P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

KEY PLANKEY PLAN

LAKE P

UEBLO

.7

.5

.5

.0

.4

.4

.5

.1

.4

.8

.4

.5

.2 84885

.7

P C

.3

+00

1675+00

P T

.7

1680+00

CLJuniper Rd

M A

T C

H L

IN

E

S

T A

CL

R E

S E

R V

A

IL

S

T A

E A

D

J U

N

IP

A

IL

S

T A

.2

C K

S T

A

.9

A

H E

A D

M A

T C

H L

IN

E

J

U N

IP

A

C K

Reservoir Trail

2.7

4900 4900

1.0

49054905

4905 4905

9.1

1.1

1.2

4.0

6.0

6.5

1.5

2.1

VENT

VENT

5.7

6.1

VENT

8.1

8.2

8.8

RIM

EL=492

7.7

WATER M

H

RIM

EL=492

5.5

WATER M

H

RIM

EL=492

3.3

WATER M

H

1655+00

P T

.9

1660+00

1665+00

10 4910

20 492

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

M A

T C

H L

A

CL

D a m C ro s s in g

M A

T C

H L

IN

E

S

T A

E3

S T

A

E A

D

S T

A

C K

R

E S

E R

V

IL

A

.9

A

H E

S E

R V

IL

M

T C

H L

IN

E

J

U N

IP

A

C K

100’0

Scale in Feet

50’

Trail

Reservoir

SCHEDULE A

STA. 1655+00 TO 1683+00

PLANS

EROSION CONTROL

6" 6"

16" 8"

5"

12"

6" 6"

R=6"

6"

5"

12"

12"

1"/FT

1"/FT

structural section pavement sections for See typical structural section pavement sections for See typical

(12" SPILL PAN)

CURB AND GUTTER, CONCRETE

(16" SPILL PAN)

CURB AND GUTTER, CONCRETE

R=6"

Note:

Paint rounded curb head yellow to match existing curb.

structural section pavement sections for See typical

609-A

CURB DETAILS

1:6 2"

" R2

CURB TAPER

if necessary

3.0’ typ., Use 2.0’

Normal edge of pavement

Asphalt pavement

T6

NOTES:

12"

6" structural section Section for pavement

See Mainline Typical

1:8

4" 9" pavement Edge of

6’

Painted stall lines

WHEEL STOP PLACEMENT

HEAD-ON PARKING

CONCRETE WHEEL STOP

Formed hole for pin (typ) A

A

6’

9" 9"

CONCRETE WHEEL STOP

2"

1"

2"

#4 reinforcing bars

3"

SECTION A-A

5.

4.

3.

2.

1. Flared curb and gutter terminus will be measured under curb and gutter items. Adjust as necessary to fit field conditions.

Riprap and revet mattress for curb and gutter terminus on mainline will be measured under their respective pay items.

Center wheel stops between, and perpendicular to, stall lines.

Variations in wheel stops will be allowed with the approval of the CO to meet manufacturer’s standards.

Increase distance for walls or other obstructions, as directed by the CO.

Stall

9’

(2 required) #4 bars 6

8"

9"

3"

6’

2’

See detail

Curb Taper

FLARED CURB & GUTTER TERMINUS

Lip of Gutter

2’

1.5"

2’-6"

Curb reveal 6" steel anchor pin

" dia. x 30" min. solid galvanized 4

" dia. x 30" min. solid galvanized steel anchor pin4

(24" CATCH PAN)

CURB AND GUTTER, CONCRETE

SPECIAL

U.S. CUSTOMARY SPECIAL

on the plans

R=10.0’ or as noted

Edge of traveled way

ASPHALT CURB DETAIL

base for curb installation

Extend pavement to provide

6" Asphalt Curb

6"

2" 2" at outlet end riprap apron (Class 2)

Revet mattress or

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts T s p

A .d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts T S A .d g n

A

M

STATE PROJECT

NUMBER

SHEET

A

M P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts T S A .d g n

J e n n if e r

611-A

LAKE PUEBLO

CO FLAP 1099(1)

CO

EXISTING ELEVATION VIEW

WATERLINE MANHOLE

EXISTING PLAN VIEW

WATERLINE MANHOLE

Varies

Finish Grade

(Vent)

Existing Stand Pipe

T7

DETAILS

WATERLINE ADJUSTMENT

NOTES:

Relocate Stand Pipe Vent where noted on the plans.

(item 60412-2000) to Finish Grade Elevation

Adjust Manhole Rim

2.

1.

SPECIAL

U.S. CUSTOMARY SPECIAL

(No Work)

Abandoned Water Valve Box

(Coated Steel)

" Manhole Vent4

Frame and Cover. Verify vent pipe size prior to beginning work.

and backfill the vent shall be subsidiary to item 60412-2000, Remove and Reset Manhole

All materials and work required to excavate, cut vent, provide fittings, extend pipe extension, the trail.

Relocate Stand Pipe 14 feet from roadway edge of travel way (clear zone) or 2’ behind

RR

S R

RR

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts V S

M P F L

A P

.d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

KEY PLANKEY PLAN

LAKE P

UEBLO

STOP

AHEAD

CURVED ROAD

P C

.6

P T

.2

P C

.0

CLJuniper Rd

M A

T C

H L

IN

E

S

T A

M A T

C H L

IN

E

S T

A . 16

CL

JUNIPER RD

SILBOARD RD

Trail

Reservoir

(White)

4" Edge Line

STOP

Centerline

Double Yellow

4" Solid

Centerline

Double Yellow

4" Solid

Stop Bar

12" White

R1-1

R d

S a ilb o a rd

W1-4(L)

SAILBOARD

W1-8RW1-8L

W1-8RW1-8L

W1-8RW1-8L

W1-8RW1-8L

W1-8RW1-8L

CROSS

IN

G

DEER

0 F

EET

CROSS

IN

G

PE

DES

TRI

AN

AHEADTRAI

L D

AMAGE

TURNLE

FT

0+

P C

.8

P T

.1

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

CL

STA. 1599+65

CO FLAP 1099(1)

REHABILITATION

BEGIN ROADWAY

SCHEDULE A

Match Existing

NOTE: (use Note Heading Style) as one text or as individual text.

Numbers for notes are also the Notes style. They can be placed

W11-3

M A

T C

H L

IN

E

S

T A

M A T

C H L

IN

E

S T

A . 16

V1

SCHEDULE A

STA. 1599+65 TO 1627+00

PLANS

SIGNING AND STRIPING

(White)

4" Edge Line

100’0

Scale in Feet

50’

Reservoir Trail

Centerline

Double Yellow

4" Solid

CAUTION

AHEAD

DAMAGE

TRAIL

PED

XING

W11-2

NOTE:

(Not shown on these plans).

1. Install roadside delineators per Detail C633-51

Walk Bars

7-2’x12’ Cross

Pavement Markings, Type D

100 101

107 108a

W7-5

W1-2(L)

W11-2P

108b

112a

112b

STOP

R1-1

STOP

R1-1

102a

102b

105a

105b

Trail

Centerline

White

4" Solid

Pavement Marking

Install "Stop Ahead"

Trail

Centerline

White

4" Solid

Pavement Marking

Install "Stop Ahead"

Trail

Centerline

White

4" Solid

W11-15

W16-7P

W11-15

W16-7P

(Typ.)

Stop Bar

White

12"

135a 135b

136a 136b

137a 137b

138a 138b 139a 139b

RR

S R

RR

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts V S

M P F L

A P

.d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

KEY PLANKEY PLAN

LAKE P

UEBLO

STOP

N-1 COVE

P T

.8

P C

.2

P T

.2

P C

.9

P T

.9

P C

.0

PC 1+14.49

PT 1+

56.36

PO

T 2+

45.45

CL Juniper Rd

M A

T C

H L

A

1+

M A T

C H L

IN

E

S T

A

CL

Lake Pueblo (N-2 Cove)

Cove N-1

MPH

W13-1

W2-2(White)

4" Edge Line

Trail

Reservoir

N-1 COVE

STOP

Centerline

Double Yellow

4" Solid

Stop Bar

12" White

Centerline

Double Yellow

4" Solid

N-1 COVE

JUNIPER RD

See Special 633-A

Install Rumble Strip

1651+50 to 1667+00, Centerline

See Special 633-A

Install Rumble Strip, Shoulder

1651+00 to 1667+00, Lt. & Rt.

See Special 633-A

Rumble Strips

Install Transverse

1651+00 & 1651+50

Rt Shoulder Rumble Strips

* Break in Centerline and

W1-4 (L)

R1-1

M

P H

S A

IL

B O

A R

D

P T

.2

P C

.9

100’0

Scale in Feet

50’

CL

M A T

C H L

IN

E

S T

A

M A T

C H L

IN

E

S T

A

1+

SAILBOARD

100’0

Scale in Feet

50’

M A T

C H L

IN

E

S T

A

M A

T C

H L

A

1+

V2

SCHEDULE A

STA. 1627+00 TO 1655+00

PLANS

SIGNING AND STRIPING

(White)

4" Edge Line

Juniper Rd

SPEED

LIMIT

Centerline

Double Yellow

4" Solid

NOTE:

(Not shown on these plans).

1. Install roadside delineators per Detail C633-51

R2-1

115a

115b

118b

118a

RR

S R

RR

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts V S

M P F L

A P

.d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

KEY PLANKEY PLAN

LAKE P

UEBLO

CROSSI

NGPEDESTRIA

N

DEER

GRADE A

HEAD

CAUTIO

N:

STEEP

CROSSI

NGPEDESTRIA

N

CLOSEDAREA

INFORMATIO

N

DAM C

ROSSI

NG

PARKIN

GNO

POIN

TBEYOND T

HIS

NO V

EHIC

LES

P T

.9 bottom of fills

Quality of material is unknown - good for

Say 500 C.Y.

Rough Vol = (6130 s.f. x 2.5’)/27 = 567 C.Y.

Rough Area = 6130 s.f.

Excavate Stockpiled fill material

Potential material source

C R O S S

IN

G

D E E R

A R R O

W

A R R O

W

A R R O

W

P C

.3

P T

.7

CLJuniper Rd

M A

T C

H L

IN

E

S

T A

CL

R E

S E

R V

A

IL

S

T A

E A

D

J U

N

IP

A

IL

S

T A

C K

S T

A

.9

A

H E

A D

M A

T C

H L

IN

E

J

U N

IP

A

C K

(White)

4" Edge Line

Reservoir Trail

W1-8R W1-8L W1-8R W1-8L W1-8R W1-8L

W11-3

Centerline

4" Skip Yellow, Rt.

4" Solid Yellow, Lt.

Centerline

Yellow

4" Skip

B e g in C e n te r li n e S k ip

E n d S o li d L t.

E n d S k ip R t.

W1-8R W1-8L W1-8R W1-8L

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

M A

T C

H L

A

CL

D a m C ro s s in g

W11-3

AREA

CLOSED

CAUTION

AHEAD

STEEP GRADE

REQUIRED

BRAKING

PED

XING

M A

T C

H L

IN

E

S

T A

V3

SCHEDULE A

STA. 1655+00 TO 1683+00

PLANS

SIGNING AND STRIPING

(White)

4" Edge Line

100’0

Scale in Feet

50’

Trail

Reservoir

S T

A

E A

D

R E

S E

R V

A

IL

S

T A

.6

C K

S T

A

.9

A

H E

M

T C

H L

IN

E

J

U N

IP

A

C K

Centerline

Double Yellow

4" Solid

Parking Area

See Dam Crossing

4" Solid WhiteSee Special 633-A

Install Rumble Strip

1651+50 to 1667+00, Centerline

See Special 633-A

Install Rumble Strip, Shoulder

1651+50 to 1667+00, Lt. & Rt.

Strips See Special 633-A

Install Tranverse Rumble

1667+00 & 1667+50

W11-2

W11-2

PED

XING

* +58*

Rumble Strips

* Break in Lt Shoulder

NOTE:

(Not shown on these plans).

1. Install roadside delineators per Detail C633-51

121 W7-5

R7-8

W11-2P

W11-2P

128b

128a

120a

120b

132a 132b 133a 133b 134b

Begin 4" Skip Yellow, Rt.

Begin 4" Solid Yellow, Lt.

End Solid Double Yellow

1665+00

Symbol

Accessibility

Type D

Pavement Markings, Trail

Centerline

White

4" Solid

N-1 COVE

Reset

134a131a 131b130a 130b

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts V C A .d g n

A

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

RUMBLE STRIPS

AA

NOTE:

48’ 12’ gap

7" 5"

7" 5"

5"7"

Pay limits (includes 7" spacing between indentations)

Spacing Length

12" Width

1 " Depth

(4" width shown)

See Section 633 for width

(8" width shown) width varies (8" or 12")

Shoulder rumble strip

(8" width shown)

(4" width shown)

(12" width shown)

Traveled Way

U.S. CUSTOMARY SPECIAL

633-A

SPECIAL

NOTE:

Traveled Way

Edge of shoulder

A A

See Detail A

Edge of shoulder

NO SCALE

(48 strips) (skip 12 strips)

CENTERLINE RUMBLE STRIP/STRIPE

Rumble strip (typ.)

as shown on the plans pavement marking

Solid white edge line

DETAIL B

marking on rumble strip

Apply center line pavement

DETAIL A

marking on rumble strip

Apply edge line pavement

SECTION A-A

Milled rumble strip

See Detail B

Rumble strip (typ.)

3.

2.

1.

Solid white edge line pavement marking as shown on the plans intersection are hot continuous through

Center line rumble strips as shown on the plans pavement marking

Solid double yellow center line

AA

7" (Typ.)

50’

L o c a ti o n

P la n S ta ti o n

TRANSVERSE RUMBLE STRIPS

WITH

EDGE LINE RUMBLE STRIP/STRIPE

Pay Limits (includes gaps) L o c a ti o n

P la n S ta ti o n

Sta. 1652+90 Sta. 1653+25

Solid double yellow center line pavement marking as shown on the plans

Rumble Strips

3 Transverse

Rumble Strips

3 Transverse

(Typ.)

5"

P a y L im it s

Break

N-1 Intersection center line pavement marking is applied over the strip.

A rumble strip becomes a rumble stripe when an edge line or such as intersections and major driveways.

Discontinue center line rumble strips at areas of turning traffic, lanes, auxiliary lanes, and approach roads.

See plans for location of shoulder rumble strip breaks at turn

V19

A

M P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts Z D r a in

X s e c C

U L F L

A P

.d g n

J e n n if e r

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

CULVERT CROSS SECTIONS

SCHEDULE A

E

N

C T

IO

N

SSCCP_SG

SSCCP_SG

Overlay Grade = 4,920.00 (Prof. Adj.)

Original Ground = 4,919.65

CL

+0.30% -2.43%

REM

CL_SG

LEM

BPS

FLC

TFC

BFC

SHLD_SG

TBCSW

1:4 .6

BDTHPC

SSCCP_SG

1:4.6

BPS

EPS

SHLD_SGFM_SSG

1:4.6

SSCCP_SG

1:2 .9

Special Ditch Profile

Elevation = 4,915.91

Sta. 1634+60.26 (Skewed)

42 L.F. of 18" CMP @ 1.0%

26’

4915.98 Inv. Out

4919.94 Grate/LF

Outlet Riprap

6’

BISW

BOSW

OSW

ESWB

TBCSW

4916.42 Inv. Out Catch Basin

Special Ditch Profile

Elevation = 4,918.25

U

G

W te r

L in e

1:3.2

CL

LC

E

C T

IO

N

Overlay Grade = 4,913.54 (Prof. Adj.)

Original Ground = 4,912.96

CL

+4.70% -4.66%

REM

CL_SG

LEM

BPS

FLC

TFC

BFC

SHLD_SG

BISW

TBCSW

1:3 .2

BPS

EPS

1:1.5 1:1.5

SHLD_SGFM_SSGHPF

SSFCP_SG

1:3.2

Sta. 1637+92.04 (Skewed)

4907.41

43.18’

@ 5.0% 8 LF of 36" CMP

BISW

BOSW

OSW

TBCSW

43.86 From

INV. 4902.74

Exist 36"

35.78 From

INV. 4906.75

Exist 36"

2’ te r

L in e

-64 -56 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 56 64

-64 -56 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 56 64

Z1

A

M P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts Z D r a in

X s e c C

U L F L

A P

.d g n

J e n n if e r

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

CULVERT CROSS SECTIONS

SCHEDULE A

CL

E

C T

IO

N

Sta. 1642+68.00 R 1

Overlay Grade = 4,903.82 (Prof. Adj.)

Original Ground = 4,903.14

CL

-0.49% -2.00%

REM

CL_SG

LEM

BPS

FLC

TFC

BFC

SHLD_SG

TBCSW

BPS

EPS

1:1.5 1:1.5

SHLD_SGFM_SSGHPF 1:3

40 L.F. of 18" CMP @ 1.0%

26.5’

4903.65 Grate/FL

6’

Outlet Riprap

1:2

4900.00 Inv. Out Basin Catch

te r

L in e

LC

LC

E

C T

IO

N

6 LF of 48" CMP @ 5.45%

1:3

Sta. 1642+88.36 R 1

Overlay Grade = 4,903.98 (Prof. Adj.)

Original Ground = 4,903.36

CL

-1.54% -2.01%

REM

CL_SG

LEM

BPS

FLC

TFC

BFC

SHLD_SG

BISW

BOSW

OSW

ESWB

TBCSW

CP_SGSSC

BPS

1:1.5 1:1.5

SHLD_SGFM_SSGHPF

SSFCP_SG

1:3

1:2

55.76’

69.57 From

INV. 4880.03

Exist 48"

50.63 From

INV. 4886.58

Exist 48"

2’

4887.26 te r

L in e

0 24 32 56-8-16-24-32-40-48-56-64 8 16 40 48 64

0-8-16-24-32-40-48-56 8 16 24 32 40 48 56 64-64

Z2