Preliminary_Plans.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

INDEX TO SHEETS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED FOR

PLANS FOR PROPOSED PROJECT

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

COLUMBIA

BRITISH

W A

S H I N

G T

O N

M O

N T

A N

A

W Y

O M I N

G

O R

E G

O N

NEVADA UTAH

UNITED STATES

CANADA

Lake

Orielle

Pend

Reservoir

American Falls

R

I V

E R

S A

E K

N

PARK

NATIONAL

YELLOWSTONE

d'Alene

Coeur

Moscow

Lewiston

FALLS

IDAHO

POCATELLO

Twin Falls

Home

Mountain

BOISE

IDAHO KEY MAP

15 91 89

IDAHO

LENGTH 0.4 MILES

N

R. 3 E.

Scale in miles

0 1 2 3 4

G. GIFFORD

Project Location

LAKESHORE DRIVE, PHASE 2

IDAHO

VALLEY COUNTY

ID CASCADE LS DR(1)

PROJECT

A.1

END PROJECT ID CASCADE LS DR(1)

31+23

LAKESHORE DRIVE

BEGIN PROJECT ID CASCADE LS DR(1)

R. 4 E.

T. 14 N.

T. 13 N.

10+00

LAKESHORE DRIVE

M il e s

T o M c C a ll

M il e s

T o B o is e e (max)

TRUCKS

V

SADT (2035)

ADT (2034)

Asphalt, Curb, Gutter and Drainage

4%

5%

30 MPH

U. UTILITY SHEETS

O. PERMANENT TRAFFIC CONTROL

N. TEMPORARY TRAFFIC CONTROL

H. DRAINAGE

F. SOIL EROSION CONTROL

E. APPROACH ROADS

D. PLAN-PROFILE

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

APPROVED:

DATE

Western Federal Lands Highway Division

Director, Project Delivery, PS&

E

S

U

BM

IT

TAL

U.1-6

O.9

O.8

O.3-7

O.1-2

N.3-6

N.2

N.1

H.12-18

H.10-11

H.2-9

H.1

F.3-7

F.2

F.1

E.2-4

E.1

D.8

D.7

D.2-6

D.1

C.4

C.2-3

C.1

B.1-2

A.3

A.2

A.1

PLAN-PROFILE

SECTION 634 STANDARD DRAWINGS

SECTION 633 STANDARD DRAWINGS

PERMANENT TRAFFIC CONTROL PLANS

CONTROL QUANTITIES

TABULATION OF PERMANENT TRAFFIC

TEMPORARY SIGNING

DETOUR PLAN

CONTROL QUANTITIES

TABULATION OF TEMPORARY TRAFFIC

ADDITIONAL STANDARD PLANS

SECTION 602 STANDARD DRAWINGS

DRAINAGE PLAN-PROFILE

TABULATION OF DRAINAGE QUANTITIES

SECTION 157 STANDARD DRAWINGS

EROSION CONTROL PLAN

EROSION CONTROL QUANTITIES

APPROACH ROAD PLAN-PROFILE

TABULATION OF APPROACH ROAD QUANTITIES

SURVEY CONTROL

GOLF CART PATH DETAILS

PLAN-PROFILE

TABULATION OF PLAN-PROFILE QUANTITIES

DETAILS

TYPICAL SECTION

TABULATION SECTION OF QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

ID ID CASCADE LS DR(1)

STATE PROJECT

NUMBER

SHEET

D e s ig n e d b y

C h r is M e la n d e r

C h e c k e d b y K e ll y H o o p e s id a

A A .d g n

U

S S u r ft

D

S e p

P

M

PRELIM

IN

ARY

Not for

C on str uc tio n

Leeann.Bush Rectangle

Leeann.Bush Rectangle

Leeann.Bush Rectangle

ID ID CASCADE LS DR(1)

STATE PROJECT

e c k e d b

D e s ig n e d b y

C h e c k e d b y K e ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

A C .d g n

U

S S u r ft

D

BEGIN PROJECT ID CASCADE LS DR(1)

END PROJECT ID CASCADE LS DR(1)

31+23

LAKESHORE DRIVE

M il e s

T o M c C

A L L

Cascade

Lakeshore Drive

10+00

LAKESHORE DRIVE

M il e s

T o B o is e

Scale in miles

0 1 2

N

A.3

VICINITY MAP

PS&

E

S

U

BM

IT

TAL

PRELIM

IN

ARY

Not for

C on str uc tio n

CL

LAKESHORE DRIVE

:2

C.2

:2

12" Min. Cover

NOTE:

FOOTNOTE:

proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height[4] approach road quantities see Sheet E.2.

Includes quantities for turnouts and guardrail widening. For[3]

Construct slopes as shown in the Staking Report.[2] on the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated [1]

S lo p e s ta k e

C le a r in g l im it

5'-0'5'-0"

0.25 D

Existing ground

ROUNDING DETAIL

[4]FILL SLOPE

[2]

Va ria ble le a r in g l im it

0.25 D

Slope stake

10'-0'

5'-0"5'-0"

ROUNDING DETAIL

[4]CUT SLOPE

D

Bike Lane Bike LaneTraveled way Traveled way

[1] 2% Crown

Profile Grade

1'-0" 6'-0" 11'-0" 11'-0" 1'-0" ground

Existing

6'-0"

C le a r in g l im it o r R

O W establishment limits

C le a r in g l im it o r R

O W

Topsoil, seeding, mulching, Tack Coat

10" Depth

Cement Treated Aggregate Course Detail

Rounding

See Fill Slope

Detail

Rounding

See Cut Slope

5" Compacted Depth

Roadway Aggregate, Method 2

C le a r in g l im it o r R

O W

Detail

Rounding

See Cut Slope

Topsoil, seeding, mulching, C le a r in g l im it o r R

O W

CUT SECTION

25+19.00 to 28+13.00 Left

19+36.00 to 21+70.00 Left

13+55.00 to 16+02.00 Left

10+00.00 to 31+23.00 and turf establishment limits

Topsoil, seeding, mulching, and turf and turf establishment limits

C le a r in g l im it o r R

O W

:2

Detail

Rounding

See Fill Slope

GOLF CART PATH

16+15.00 to 19+11.00 Left

[2

V a ri a b le

Topsoil, seeding, mulching, and turf establishment limits

FLAT BOTTOM DITCH

10+00.00 to 12+20.00 Right and turf establishment limits

Topsoil, seeding, mulching, 3:1 3:1

2'-0"

Detail

Rounding

See Cut Slope

(See Typical Section Details)

Curb and Gutter, Concrete, 12-inch Depth

(See Typical Section Details)

Standard Underdrain System

(See Typical Section Details)

Standard Underdrain System existing ground within 10 foot is above top back of curb.

Construct fill slope for smooth transition to existing ground when

The top 4-inches of all fill slopes shall be topsoiled.

2.

1.

TYPICAL SECTIONS

between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement, PS&

E

S

U

BM

IT

TAL

e c k e d b

D e s ig n e d b y

C h e c k e d b y K e ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

C B .d g n

U

S S u r ft

D

] PRELIM

IN

ARY

Not for

C on str uc

C.3

CL

PAR DRIVE

* See Cross Sections for Variable Slopes.

Traveled way Traveled way

Profile Grade

[2]

Varia ble

C le a r in g l im it o r R

O W establishment limits ground

Existing establishment limits

1'-0" 11'-0" 11'-0"

10" Depth

Cement Treated Aggregate Course

Tack Coat

Curb & Gutter, Concrete, 12-inch Depth establishment limits

C le a r in g l im it o r R

O W

Varies

[2] Variable

1'-0" Shoulder

(Sheet C.2)

Rounding Detail

See Fill Slope

(Sheet C.2)

Rounding Detail

See Fill Slope

(Sheet C.2)

Rounding Detail

See Cut Slope

DITCH SECTION

CL

* See Cross Sections for Variable Slopes.

Traveled way Traveled way

Profile Grade ground

Existing

11'-0" 11'-0"

10" Depth

Cement Treated Aggregate Course

Tack Coat establishment limits

C le a r in g l im it o r R

O W

[2]

Va ria ble

[2]

Variable

Min 100:1 & Max 4:1 into Proposed Drainage Ditch;

Grade Side Slope to Drain

Varies

1'-0" Shoulder

(Sheet C.2)

Rounding Detail

See Cut Slope C le a r in g l im it o r R

O W

[2]

Va ria ble [2]

Variable

DUFFERS LANE

(Sheet C.2)

Rounding Detail

See Cut Slope

5" Compacted Depth

Roadway Aggregate, Method 2

5" Compacted Depth

Roadway Aggregate, Method 2

1'-0" Shoulder

Varies establishment limits

Topsoil, seeding, mulching, and turf Topsoil, seeding, mulching, and turf

Topsoil, seeding, mulching, and turf Topsoil, seeding, mulching, and turf

Topsoil, seeding, mulching, and turf

C le a r in g l im it o r R

O W

(See Typical Section Details)

Standard Underdrain System (See Typical Section Details)

Standard Underdrain System

400+00.00 to 400+50.00 300+00.00 to 303+29.39

200+00.00 to 200+70.00

TYPICAL SECTIONS

between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement, between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement, [1] 2% Crown

[1] 2% Crown

1:2 1:2

303+18 to 303+29.39 301+50.00 to 302+40.00

PS&

E

S

U

BM

e c k e d b

D e s ig n e d b y

C h e c k e d b y K e ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

C C .d g n

U

S S u r ft

D

] PRELIM

IN

ARY

Not for

C on str uc

C.4

1'-6"6"

1" Batter

" R.2

"2 1±

3 1/2" R.

1" R." R.2

6"

Roadway Aggregate, Method 2

2'-0"

CONCRETE 12-INCH DEPTH

CURB AND GUTTER,

2'-0"

Roadway Aggregate, Method 2

" R.2

1" Batter

8"

1'-7"5"

3" R.

CURB CUT AT DRIVEWAY

" R.4

NOTE:

Standard Specifications FP-14 Section 609.

Materials and construction in compliance with FLHD maximum spacing.

Continuous placement preferred, score intervals 10-feet points of radii.

-inch Preformed Expansion Joint Material at terminal2

3.

2.

1.

TYPICAL SECTION DETAILS

:2

12" Min. Cover ground

Existing

C le a r in g l im it o r R

O W

Detail

Rounding

See Fill Slope

1'-0"

NOTE:

1.

Standard Underdrain System steel screen on daylighted end and cap on upstream end.

connections shall be incidental to pipe installation. Use stainless

Where possible connect pipe to catch basins. Fittings and other

Catch Basins. Use solid wall pipe downstream from 45° bend.

every 100 feet at the toe of the slope or connect to Storm Drain

Aggregate layer. The pipe shall bend at 45° and daylight West be placed along the back of curb at the bottom of the Roadway

Standard Underdrain System is a perforated drain pipe and shall

STANDARD UNDERDRAIN SYSTEM

PS&

E

S

U

BM

e c k e d b

D e s ig n e d b y

C h e c k e d b y K e ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

C D .d g n

U

S S u r ft

D

] PRELIM

IN

ARY

Not for

C on str uc

S P

S P

S P

S P

S P

T

W V

W V

12" CMP

P O

T

.0

P C

.4

.9

L

A K

E S

H O

R E D

R

.0

D

U F F E

R S L

N

CUYD

EXC.

CUYD

EMB.

-2 -4

C h e c k e d b

K ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a F

A .d g n

U

S S u r ft

D

S e p

P

M

+3.4

2% ,8

.1

80'40'0

Scale in Feet

D.2

48544854

4856 4856

4858 4858

4860 4860

4862 4862

4864 4864

4866 4866

9+008+00 10+00 11+00 12+00

Existing ground

Profile grade

LAKESHORE DRIVE

D U

F F E

R S L

A N

E 11+60

-2 -2

12+32

25' R25' R

Bureau of Reclamation

D U

F F E

R S L

N I N

T E

R S

E C

T I O

N

-22

-22

Existing Match 10+00

11.00' LT

10+00.00, 17.00' LT

10+50.00, 17.00' RT

12+19.45, 17.00' LT

12+19.45, 17.00' RT

11+02.00, 11.00' RT

10+00.00, 17.47' RT

10+30.53, Conform to match existing

Concrete, 12-inch Depth Install Curb and Gutter, Remove Asphalt

Remove Asphalt

Concrete, 12-inch Depth Install Curb and Gutter, 4852 4852

E = 2543980.98

N = 1036030.16

10+00.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

BEGIN PROJECT

Slope Stake Limits

Back of Curb

Edge of Pavement

Slope Stake Limits

Sawcut Pavement

ROADWAY (LAKESHORE DR)

CONNECTION TO EXISTING

Asphalt

Existing

Existing base

Cement Treated Base

Standard Underdrain System

Outlet Underdrain

Outlet Underdrain

System Underdrain

Standard

Back of Curb

E X I S

T I N

G M

A T

H

,8

.8

Underdrain Outlet

5' Curb Terminus

16.51' LT

10+45.02, Line to be Constructed

NOTE:

See "H" Sheets for drainage information.1.

PS&

E

S

U

BM

IT

TAL

RT & LT EOP

LT EOP

RT EOP

PRELIM

IN

ARY

Not for

C on str uc

T

W V

W V

W V

W V

W V

W V

W V

W V

W V

W

W A T E R

W A T E R

W A T E R

S T O P

A S S O

C

IA

T

IO

N

, IN

C

C A S C A D E G

O

LF

R E C

LA

M A T

IO

N

B U R E A U O

F

P C

.4

P T

.2

.0

L

A K

E S

H O

R E D

R

.0

P

A R D

R

CUYD

EXC.

-2 -4

C h e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a F

B .d g n

U

S S u r ft

D

S e p

P

M

,8

.6

-1.4984%

250' VC

K = 51

SSD = 345'

80'40'0

Scale in Feet

D.3

15+00 17+00

13+00 16+00 14+00

48724872

LAKESHORE DRIVE

Existing ground

Profile grade

P A

R D

R I V

E

13+64

14+36

Bureau of Reclamation

Cascade Golf Association, Inc.

30' R

Proposed Parking Area

-2

P A

R D

R I N

T E

R S

E C

T I O

N

-22

-2

17.00' LT

13+76.28, 17.00' RT

13+76.28, Sewer Cleanout Relocate

Water Valve Relocate of 4 Trees Removal

30' R

10' R

8'

25.00' RT

16+87.14, Curve= C1

D

R= 273.00'

T= 80.65'

L= 156.83'

P R

IV

A T E D

R

IV

E

23.00' RT

+07.52, 23.00' RT

+80.04, 19.00' RT

+05.00, 19.00' RT

+80.00, Concrete, 12-inch Depth Install Curb and Gutter, Remove Asphalt

Remove Tree

Remove Asphalt

Concrete, 12-inch Depth Install Curb and Gutter, for Curb Cut (Typ.)

Install 6.0' Transition

Tree Remove

Remove Asphalt

4858 4858

Slope Stake Limits

Back of Curb

Slope Stake Limits

Back of Curb

Diagram e= See Superelevation

System Standard Underdrain

System

Standard Underdrain

Underdrain Outlet

(See "C" Sheets) Install Curb Cut

Line to be Constructed

Concrete Asphalt Drive Pad, Install

PS&

E

S

U

BM

IT

TAL

Details

See "D" Sheet

Course Path

Relocate Golf

Outlet

Underdrain

RT EOP RT & LT EOP

LT EOP

PRELIM

IN

ARY

Not for

C on str uc

0 4860

48654865

S P

S P

S P

S P

S P

CUYD

EXC.

-2 -4

C h e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a F

C .d g n

U

S S u r ft

D

S e p

P

M

,8

.5

-1.4984%

450' VC

K = 159

80'40'0

Scale in Feet

20+00 22+0018+00 21+00 19+00

D.4

4854 4854

48524852

Existing ground

Profile grade

Proposed Parking Area

Cascade Golf Association, Inc.

Bureau of Reclamation

Course Pathway

Relocate Golf

P r iv a te D r iv e

P r iv a te D r iv e

-2-2

8'

10' R

19.00' RT

+84.00, 19.00' RT

+96.00, 19.00' RT

+16.00, 19.00' RT

+64.00, 25.00' RT

18+45.86, Asphalt Remove for Curb Cut (Typ.)

Install 6.0' Transition

Remove Asphalt

Concrete, 12-inch Depth Install Curb and Gutter, Concrete, 12-inch Depth Install Curb and Gutter, Sign Remove

Remove Asphalt

(by Others) Relocate Tee Box

Tree Remove

3 Trees Remove for Curb Cut (Typ.)

Install 6.0' Transition

4850 4850

Back of Curb

Slope Stake Limits

Slope Stake Limits

Back of Curb

26 336

Outlet Underdrain

Outlet Underdrain

System

Standard Underdrain

System Standard Underdrain

(See "C" Sheets) Install Curb Cut

(See "C" Sheets) Install Curb Cut

Line to be Constructed

PS&

E

S

U

BM

IT

TAL

RT & LT EOP

PRELIM

IN

ARY

Not for

C on str uc

Curve= C2

D

R= 2,000.00'

T= 43.92'

L= 87.83'

P C

.4

P T

.3

5 2

6 2

Diagram e= See Superelevation

CUYD

EXC.

-2 -4

C h e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a F

D .d g n

U

S S u r ft

D

S e p

P

M

450' VC

K = 159

,8

.1

+1.3389

% SSD = 558'

K = 67

150' VC

,8

.5

80'40'0

D.5

25+00 27+0023+00 26+00 24+00

Existing ground

Profile grade

Cascade Golf Association, Inc.

Bureau of Reclamation

P riv a te D riv e

-2-2

19.00' RT

+25.00, 19.00' RT

+85.00, Tree Remove

2 Trees Remove

Remove Asphalt

Concrete, 12-inch Depth Install Curb and Gutter, Remove Asphalt

Concrete, 12-inch Depth Install Curb and Gutter, for Curb Cut (Typ.)

Install 6.0' Transition

2 Trees Remove

3 Trees Remove

2 Trees Remove

4850 4850

(See "H" Sheets) Excavate Ditch

Outlet Underdrain

Outlet Underdrain

System Standard Underdrain

Outlet

Underdrain

Sign

Remove

Outlet Underdrain

System

Standard Underdrain

(See "C" Sheets) Install Curb Cut

(See "C" Sheets) Install Curb Cut for Curb Cut (Typ.)

Install 6.0' Transition

19.00' RT

+07.00, 19.00' RT

+87.00, Line to be Constructed

PS&

E

S

U

BM

IT

TAL

Slope Stake Limits

Slope Stake Limits

RT & LT EOP

PRELIM

IN

ARY

Not for

C on str uc

S P 14

S P

S P

S P

S P

T N

A

W F

W V

W V

W

VW

V

W V

D I

8 2

9 3

P C

.9

P T

.3

P C

.8

P T .0

P O T .4

.0

L

A K

E S

H O

R E D

R

.0

P

A R D

R

CUYD

EXC.

-2 -4

C h e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a F E .d g n

U

S S u r ft

D

S e p

P

M

150' VC

K = 67

SSD = 558'

-0.8972%

200' VC

K = 47

,8

.4

+3.3

63' VC

K = 19

SSD = 360'

,8

.1

,8

.4

0.0625%

,8

.4

80'40'0

D.6

30+00 32+0028+00 31+00 29+00

LAKESHORE DRIVE

P A

R D

R

IV

E

Existing ground

Profile grade

30+45 -330+27 3

30+32

Cascade Golf Association, Inc.

Bureau of Reclamation

P ri v a te D ri v e

P r iv a te D r iv e

Lid

Manhole

Adjust

31+17

-2 -2

-2 -2

19.00' RT

+14.00, 19.00' RT

+62.00, Existing

Match

31+23 match existing Conform to for Curb Cut (Typ.)

Install 6.0' Transition

Trees Remove 2 Trees

Remove 19 Trees Remove

Remove Asphalt

3 Trees Remove

Concrete, 12-inch Depth Install Curb and Gutter, Concrete, 12-inch Depth Install Curb and Gutter, Concrete, 12-inch Depth Install Curb and Gutter, 4858 4858

E = 2545362.57

N = 1037647.00

31+23.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

END PROJECT

(See Sheet O.6) Bike Lane Sign Retain & Protect Existing

(See Sheet O.6) Bike Lane Sign Retain & Protect Existing

Sawcut Pavement

ROADWAY (LAKESHORE DR)

CONNECTION TO EXISTING

Asphalt

Existing

Existing base

Cement Treated Base

17 568 3

System Standard Underdrain

Outlet Underdrain

Outlet Underdrain

2 Trees Remove

Outlet Underdrain

System Standard Underdrain

Outlet Underdrain

(See "C" Sheets) Install Curb Cut

E X I S

T I N

G

M A

T

,8

.1

Asphalt Remove

Outlet Underdrain

Terminal Section Adjust Guardrail

Line to be Constructed

PS&

E

S

U

BM

IT

TAL

Slope Stake Limits

Slope Stake Limits

CADDY LANE

RT & LT EOP LT EOP

RT EOP

Curve= C3

D

R= 500.00'

T= 29.72'

L= 59.38'

Diagram e= See Superelevation

Curve= C4

R= 105.00'

T= 37.60'

L= 72.21'

D

PRELIM

IN

ARY

Not for

C on str uc

W

VW

V

W V

W V

W V

W A T E R

W A T E R

W A T E R

S T O P

A S S O

C

IA

T

IO

N

, IN

C

C A S C A D E G

O

LF

Curve= GC_PATH_1

D

R= 50.00'

T= 9.21'

L= 18.21'

Curve= GC_PATH_2

D

R= 50.00'

T= 6.10'

L= 12.14'

P O

T

.0

P C

.0

P

T

.2

P C

.3

P T

.5

P O

T

.8 e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a F

H .d g n

U

S S u r ft

D

,8

.8

-11.9592%

+5.7

280' VC

E x is ti n g

M a tc h

,8

.4

.8

E x is ti n g

M a tc h

,8

.6

80'40'0

Scale in Feet

D.7

62+00

60+00 63+00 61+00

48724872

LAKESHORE DRIVE

Existing ground

Profile grade

P A

R D

R I V

E

Back of Curb

Course Path

Relocate Golf

Line to be Constructed

Slope Stake Limits

R/W Existing

Association, Inc.

Cascade Golf

Outlet

Underdrain

Outlet

Underdrain

System

Underdrain

Standard

8'-0"

Golf Cart Path

2%

:1

:1

4" Compacted Depth

Method 2

Roadway Aggregate, 60+00.00 to 63+32.83

GOLF CART PATH

CL

PS&

E

S

U

BM

IT

TAL

DETAILS

GOLF CART PATH

PRELIM

IN

ARY

Not for

C on str uc

SP

SP

SP

T

W V

W V

C

M

T

.0

P O

T

.5

10+76.99 LAKESHORE DR

200+00.00 DUFFERS LN =

e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a

G C .d g n

U

S S u r ft

D

S e p

P

M

-2.874%

.3

,8

.2

,8

.5

,8

.4

35' VC

K = 3

.0

80'40'0

Scale in Feet

F .1

E.2

201+00 200+00

4868 4868

Profile grade

DUFFERS LANE

L A

K E S

H O

R E D

R

IV

E

M A

T C

H E

X I S

T I N

G

Lakeshore Dr

Profile grade

Proposed R/W

Transition Curb (Typ.)

Match Existing 200+70

25' R

Concrete, 12-inch Depth Install Curb and Gutter, Remove Asphalt

Install 5' Curb Terminus

Remove Asphalt

4854 4854

E = 2544007.04

N = 1036153.43

E = 2544097.43

N = 1036104.95

Slope Staking Limits

Edge of Pavement

Existing ground

Lakeshore Dr

Proposed cut

38.75' RT

PC 200+29.50

11.50' RT

PT 200+54.40

29.50' LT

PC 200+09.10

11.50' LT

PT 200+33.10

25' R

Sawcut Pavement

ROADWAY (DUFFERS LANE)

CONNECTION TO EXISTING

10+76.99

LAKESHORE DR

200+00.00

DUFFERS LN

BEGIN WORK

200+70.00

DUFFERS LN

END WORK

Asphalt

Existing

Existing base

Cement Treated Base

Outlet Underdrain

System Standard Underdrain

Outlet Underdrain

Standard Underdrain System

Underdrain Outlet

LIne to be Constructed

PS&

E

S

U

BM

IT

TAL

4852 4852

PRELIM

IN

ARY

Not for

C on str uc

S T O P

Curve= PAR_S_CL1

D

R= 150.00'

T= 61.05'

L= 115.96'

Curve= PAR_S_CL2

D

R= 150.00'

T= 20.87'

L= 41.47'

P O

T

.0

P C

.1

P T .1 1 P

C .1

PT

.6

POT

3+ .7

16+31.00 LAKESHORE DR

300+00.00 PAR DR =

e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a

G D .d g n

U

S S u r ft

D

S e p

P

M

,8

.7

,8

.2

-2.0000%

25' VC

,8

.6

+0.5000%

50' VC

,8

.5

-1.2500%

.3

125' VC

.0

.0

.0

.7

M a tc h E x is t.

,8

.9

80'40'0

E.3

PAR DRIVE

Profile grade

Lakeshore Dr

Proposed Cut Lakeshore Dr

Profile grade

30' R

30' R

Concrete, 12-inch Depth Install Curb and Gutter, Remove Asphalt

Install 5' Curb Terminus (Typ.)

Remove Asphalt

E = 2544289.92

N = 1036610.43

E = 2544570.42

N = 1036484.34

Sawcut Pavement

Concrete, 12-inch Depth Install Curb and Gutter, ROADWAY (PAR DRIVE)

16+31.00

LAKESHORE DR

300+00.00

PAR DR

BEGIN WORK

303+29.78

PAR DR

END WORK

System Standard Underdrain

Underdrain Outlet

Outlet

Underdrain

System

Standard Underdrain

Asphalt

Existing

Existing base

Cement Treated Base

Line to be Constructed

PS&

E

S

U

BM

IT

TAL

System Standard Underdrain

41.61' LT, Elev. 4863.81

PC 300+17.84

11.00' LT, Elev. 4864.17

PT 300+47.84

(Mid-point of Curve)

300+26.41, Elev. 4863.99

11.00' RT, Elev. 4864.16

PT 300+46.18

40.39' RT, Elev. 4865.04

PC 300+16.19

11.00' RT, Elev. 4863.86

PC 301+35.12

(Mid-point of Curve)

300+25.18, Elev. 4864.50

Elev. 4863.86

11.00' LT,

PC 301+35.15

Elev. 4864.10

11.00' LT,

PT 302+51.11

Elev. 4865.70

11.00' LT,

PC 302+78.16

11.00' LT, Elev. 4869.59

PT 303+19.63

for Curb Cut (Typ.)

Install 6.0' Transition

(See "C" Sheets) Install Curb Cut

13.00' LT

+40.00

13.00' LT

+80.00

11.00' LT

POE 303+29.78

14.00' RT

+17.00

Asphalt Concrete Install Drive Pad, 14.00' RT

+40.00

11.00' RT

+49.00

5' R. (Typ.)

Asphalt Concrete (15' Wide) 302+05 RT, Install Drive Pad, Asphalt Concrete (15' Wide) 301+75 RT, Install Drive Pad, 4874 4874

PRELIM

IN

ARY

Not for

C on str uc

S P

S P

S P

T

N

A

C Y

W F

W F

W

VW

V

W V

W

D I

P O

T

.0

P O

T

.3

C u r v e C

D R

.0

T

.7

L

.3

C u r v e C

D R

.0

T

.6

L

.2

PC 30+89.95

PT 31+49.33

PC 31+85.83

P T .0

30+84.00 LAKESHORE DR

400+00.00 PAR DR =

ia g r a m e S e e S u p e r e le v a ti o e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r id a

G E .d g n

U

S S u r ft

D

S e p

P

M

+1.193%

,8

.3

,8

.8

.4

,8

.4

.0

+0.646%

80'40'0

E.4

401+00 400+00

M A

T C

H E

X I S

T I N

G

Lakeshore Dr

Profile Grade

Lakeshore Dr

Proposed Cut

Transition Curb (Typ.)

Match Existing 400+50

30' R

30' R

Remove Asphalt

Remove Asphalt

4858 4858

E = 2545334.63

N = 1037619.80

E = 2545368.74

N = 1037583.23

Profile Grade

Concrete, 12-inch Depth Curb and Gutter,Install

Terminus (Typ.)

CurbInstall 5'

Concrete, 12-inch Depth Curb and Gutter,Install

Sawcut Pavement

ROADWAY (PAR DRIVE)

30+84.00

LAKESHORE DR

400+00.00

PAR DR

BEGIN WORK

400+50.00

PAR DR

END WORK

Standard Underdrain System

Underdrain Outlet

System

Underdrain

Standard

Line to be Constructed

Asphalt

Existing

Existing base

Cement Treated Base

PS&

E

S

U

BM

IT

TAL

39.25' LT, Elev. 4866.65

400+16.17

Elev. 4865.89 (Mid-point of Curve)

400+25.54, 19.18' LT

11.00' LT, Elev. 4865.16

400+46.12

Terminal Section GuardrailAdjust

11.00' RT, Elev. 4865.16

400+46.81

OutletUnderdrain

40.80' RT, Elev. 4863.33

400+16.74

Elev. 4864.25 (Mid-point of Curve)

400+25.59, 19.72' RT

4856 4856

PRELIM

IN

ARY

Not for

C on str uc

10.4 x 16 20301 -1300

20301 -1400

20301 -1900

20310 -1000

20701 -0100

25101 -2000

60103 -0100

60103 -0140

60103 -1840

60201 -0400

60201 -0600

60401 -0000

60403 -0000

60403 -2300

60404 -0000

60707 -0300

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

IN

LE

T G

R A

TE

R

EM

O V A L

O F

IN

LE

T

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

U

G

EX

IS

TI

N

G P

IP

E

S

EP

A R A

TI

O N

-S

TA

B

IL

IZ

A

TI

N

G

EO

TE

X

TI

LE

C

LA

S S

TY

PE

A

PL

A C

ED

R

IP

R A P, M

ET

H O

D B

C O

N C R

ET

E, H

EA

D

W A

LL

F O

R

8-

IN

C H

P

IP

E C U

LV

ER

T

C O

N C R

ET

E, H

EA

D

W A

LL

F O

R

4-

IN

C H

P

IP

E C U

LV

ER

T

C O

N C R

ET

E, H

EA

D

W A

LL

F O

R

2-

IN

C H

E Q

U

IV

A

LE

N T

D

IA

M

ET

ER

PI

PE

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

M A N

H O

LE

IN

LE

T, S ha llo w

IN

LE

T, F

LH

T

YP

E

7B

C A

TC

H B

A S

IN

LI

N

IN

G

8-

IN

C

H P

IP

E

C U

LV

ER

T

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD EACH EACH EACH LNFT LNFT EACH EACH EACH EACH LNFT Lt Rt Lakeshore Drive 10+55 Lt 2 7 5 3 1 19 1 C/P See Sheet H.2 200+18 Lt to 200+36 Rt 3 1 1V:2H1V:2HSee Sheet H.3 200+24 Lt to 200+42 Rt 4 39 63 16° 14' 24" C/P See Sheet H.3 11+00 Rt 1 4 5 3 1 See Sheet H.3 15+90 Rt 1 4 5 3 1 16+04 Rt 1 4 3 1 C/P 16+04 to 16+37 Rt 4 16 26 16+37 Rt 7 12 1 16+37 to 17+56 Rt 8 200 120 C/P 17+50 Lt 8 13 1 17+56 Lt & Rt 7 12 2 17+56 Lt to Rt 3 65 78 C/P 17+56 Lt 10 42 1 21 C/P 17+56 to 18+42 Rt 5 61 84 C/P 18+42 Lt & Rt 7 12 42 2 C/P 18+42 Lt to Rt 3 21 42 C/P 22+62 4 39 5 3 1 1 64 1 2 C/P 22+80 4 25 6 4 1 25 145 11° X/P 29+53 4 15 6 4 1 15 113 11° X/P 28+92 3 35 5 3 1 70 1 2 C/P 30+10 Lt 10 13 1 1 1

Par Drive 300+43 to 302+02 Lt 4 157 157 C/P 302+05 Lt 1 4 1 302+04 Lt to 302+35 Rt 2 26 39 C/P 302+37 Rt 2 3 1 302+39 to 303+19 Rt 3 42 84

PROJECT TOTAL 871 1 1 2 1 37 26 4 0 3 452 497 6 2 1 8 258

Allowable Pipe Material

NOTE: C Concrete P Plastic X/P Any appropriate material except plastic

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

_w or k\ ch ri sm

\d m s3

H .1

_T ab ul at io n of D ra in ag e

Q ua nt it ie s.

xl sx ]S he et

-S ep -2

6:

P M

K el ly H oo pe s 8/

C hr is M el an de r

8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

ID CASCADE LS DR(1)ID

Note: The quantities shown hereon are approximate and are subject to field adjustments.

PRELIM

IN

ARY

Not for

C on str uc

SP

SP

SP

T

WVWV

C

M

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E I .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

Flow=0.26CFS

S = 25.76%

L = 19'

12 INCH

P 0-2

IN

V O

U T

.9

(W

G R

A

TE

7.

C B (W

S

TA

0+ .0

0, .0

R

T

IN

-2

80'40'0

Scale in Feet

H.2

L A

K E S

H O

R E D

R I V

E

DUFFERS LANE

Bureau of Reclamation

P

IN 0-1

IN 0-2

Ground

Existing

Grade

Finished

4840 4840

P 0-2

Existing R/W

Existing R/W

S = 25.76%

L = 19 LNFT

12 Inch

P 0-2

I n v O u t

.9

W

G r a te

.2

C B

W

.0

.0

R T

I N

48354835

PS&

E

S

U

BM

IT

TAL

To Face of Curb

10+55, 18.5' LT

Install Catch Basin

12" Pipe Culvert Install 19 LNFT

Toe of Slope

Match Existing Ground at

Approx. Elev. = 4849.19

Outlet, 10+55.00, 37.13' LT in Catch Basin

Install 1' Deep Sump

Install Headwall

Install Riprap

Install Riprap

(See Sheet H.17)

10+55.00, 37.13' LT

Install Headwall

PLAN AND PROFILE

10+55.00

STORM DRAIN DETAIL

LAKESHORE DRIVE

PRELIM

IN

ARY

Not for

C on str uc

S P

S P

S P

S P

S P

T

W V

W V

12" CMP

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E B .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

80'40'0

Scale in Feet

H.3

LAKESHORE DRIVE

D U

F F E

R S L

A N

E

Bureau of Reclamation

PLAN AND PROFILE

DUFFERS LANE CULVERT

P 0-11

IN 0-1

IN 0-2

Ground

Existing

Grade

Finished

4840 4840

P

Remove Pipe Culvert

Existing R/W

Existing R/W

Riprap Install

S = 4.24%

L = 63 LNFT

12 Inch

P 0-11

200+23.98, 21.3' LT

Inv. Elev. 4855.81

200+41.47, 38.7' RT

Inv. Elev. 4853.16

12" Pipe Culvert Install 63 LNFT

11+00, 13.50' RT

Install Inlet, Shallow

Existing Telephone

Existing Water Line

PS&

E

S

U

BM

IT

TAL

(See Roadway Plans) Ditch, 138 LNFT

Recondition

PRELIM

IN

ARY

Not for

C on str uc

S T O P

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E C .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

80'40'0

Scale in Feet

H.4

PAR DRIVE

L A

K E S

H O

R E D

R I V

E

PLAN AND PROFILE

PAR DRIVE DRAINAGE

IN 0-10

MH 0-1

IN 0-3

P

MH 0-5

P 0-28 P 0-19

MH 0-4

P

4865 4865

Ground

Existing

Grade

Finished

IN 0-12

Headwall

Install

Install Inlet, Type 7B

Existing R/W

Water Line

Depth of

Approximate

Gravity Sewer

Depth of

Approximate

P 0-24

P -5

302+05.00, 12.50 LT

Install Catch Basin

IN 0-13

12" Pipe Culvert

Install 84 LNFT

18" Pipe Culvert

Install 39 LNFT

18" Pipe Culvert

Install 157 LNFT

P 0-3

18" Pipe Culvert

Install 120 LNFT

18" Pipe Culvert

Install 78 LNFT

17+56.00, 40.00' RT

Install Manhole

18" Pipe Culvert

Install 21 LNFT

17+56.00, 42.00' LT

Install Manhole

(See Sheet H.17)

17+56.00, 65.00' LT

Install Headwall

I n v

O u t

.0

N E

I n v I n

.6

S W

I n v I n

.1

S E

R im

.3

.0

.0

R

T

M H

I n v

O u t

.5

N W

I n v I n

.6

S W

I n v I n

.5

N E

R im

.7

.0

.0

R

T

M H

I n v

O u t

.7

N W

I n v I n

.7

S E

R im

.7

.0

.0

L

T

M H

Existing Sewer Line

Existing Water Line

S = 8.89%

L = 84 LNFT

12 Inch

P 0-5

S = 2.00%

L = 39 LNFT

18 Inch

P 0-24

S = 2.00%

L = 157 LNFT

18 Inch

P 0-3

S = 2.00%

L = 120 LNFT

18 Inch

P 0-26

S = 2.00%

L = 78 LNFT

18 Inch

P 0-28

S = 2.00%

L = 21 LNFT

18 Inch

P 0-19

Install Riprap

Plug Existing Pipe

Connect to Inlet IN 0-10

Existing Pipe Culvert

300+40.00, 0.00' RT

Install Manhole

300+46.13, 12.50' RT

Install Inlet,Shallow

IN 0-3A

Install Riprap

PS&

E

S

U

BM

IT

TAL

I n v

O u t

.2

W

I n v I n

.3

E

G r a te

.0

C B

W

.0

.5

L T

I N

I n v

O u t

.1

N W

I n v I n

.2

S

I n v I n

.5

E

G r a te

.7

.5

.6

R T

I N 0 Install Riprap

302+37.58, 14.60' RT

Install Manhole

PRELIM

IN

ARY

Not for

C on str uc

0 4860

48654865

W

VW

V

W V

W V

W V

W V

W A T E R

W A T E R

W A T E R

S T O P

LO

T

LO

T

LO

T

LO

T

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E D .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

80'40'0

H.5

A

R D

R I V

E

Cascade Golf Association, Inc.

Proposed Parking Area

PLAN AND PROFILE

PAR DRIVE DRAINAGE

IN 0-11

P

IN 0-4

P

P 0-26 MH 0-5

MH 0-4

P

MH 0-1

IN 0-3

4865 4865

48404840

Ground

Existing

Grade

Finished

IN 0-12

S = 2.00%

L = 120 LNFT

18 Inch

P 0-26

Existing R/W

S = 2.00%

L = 42 LNFT

12 Inch

P 0-21

S = 2.00%

L = 84 LNFT

12 Inch

P 0-27 S = 2.00%

L = 26 LNFT

12 Inch

P 0-1

Water Line

Depth of

Approximate

Gravity Sewer

Depth of

Approximate

18+42.00, 18.50' LT

Install Catch Basin

12" Pipe Culvert

Install 42 LNFT

18+42.00, 25.00' RT

Install Catch Basin

12" Pipe Culvert

Install 84 LNFT

P 0-2

P

12" Pipe Culvert

Install 26 LNFT

15+90.04, 18.50' RT

Install Inlet, Shallow

16+03.00, 35.00' RT

Install Inlet, Type 7B

P 0-1 Install Riprap

Existing Water Line

Existing Sewer Line

PS&

E

S

U

BM

IT

TAL

I n v

O u t

.2

N E

G r a te

.6

.0

.0

R T

R T

I N

I n v

O u t

.0

N E

I n v I n

.6

S W

I n v I n

.1

S E

R im

.3

.0

.0

R T

M H

I n v

O u t

.5

N W

I n v I n

.6

S W

I n v I n

.5

N E

R im

.7

.0

.0

R T

M H

I n v

O u t

.2

S W

I n v I n

.3

N W

G r a te

.0

.0

R T

I N

I n v

O u t

.1

S E

G r a te

.1

.0

.5

L T

I N

PRELIM

IN

ARY

Not for

C on str uc

PAR5 H

O

LE 5&

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E E .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

Flow=0.00CFS

S = 2.48%

L = 145'

18 INCH

P 0-15

H.6

L A

K E S

H O

R E D

R

IV

E

Bureau of Reclamation

Association, Inc.

Cascade Golf

P 0-15

IN 0-6

MH 0-2

P 0-17

IN 0-5

P 0-8 P 0-16

4855 4855

Ground

Existing

Grade

Finished

Headwall

Install

PLAN AND PROFILE

CULVERT STA. 22+80

LAKESHORE DRIVE

Existing R/W

S = 2.48%

L = 145 LNFT

18 Inch

P 0-15

Inv. Elev. 4844.59

Inv. Elev. 4841.00

18" Pipe Culvert Install 25 LNFT

18" Pipe Culvert Lining Install 145 LNFT

Lift Station Existing Sewer

Existing Sewer Line

Existing Water Line

(See Sheet H.17)

22+66.94, 52.30' LT

Install Headwall

Install Riprap

Water Line

Depth of

Approximate

Gravity Sewer

Depth of

Approximate

:2

:2

2'-0"

Ground Existing

DITCH TYPICAL SECTION

N.T.S.

PS&

E

S

U

BM

IT

TAL

left in place and lined Existing Culvert to be

Riprap

Install

Installed and Lined

New Culvert to be

NOTE:

Pipe) for the full length.

Extend the pipe and line the pipe with CIPP (Cast-in-place1.

60 LNFT of Ditch

Excavate

PRELIM

IN

ARY

Not for

C on str uc

P A R H

O

LE

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E F .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

80'40'0

H.7

K E S

H O

R E D

R I V

E

Bureau of Reclamation

Association, Inc.

Cascade Golf

Proposed R/W

IN 0-6 IN 0-5 MH 0-2

P 0-8 P 0-17

P 0-16

P 0-1

Grade

Finished Ground

Existing

HGL

Headwall

Install

Existing R/W

S = 2.00%

L = 25 LNFT

12 Inch

P 0-17

S = 0.80%

L = 5 LNFT

12 Inch

P 0-16

S = 2.00%

L = 34 LNFT

12 Inch

P 0-8

60 LNFT Ditch Excavate

12" Pipe Culvert Install 28 LNFT

22+62.00, 25.00' LT

Install Manhole

(See Sheet H.17)

22+61.98, 52.30' LT

Install Headwall

Install Riprap

12" Pipe Culvert Install 2 LNFT

12" Pipe Culvert Install 34 LNFT

22+62.00, 18.50' RT

Install Catch Basin

22+62.00, 18.50' LT

Install Catch Basin

Lift Station Existing Sewer

Existing Sewer LIne

Existing Water Line

Water Line

Depth of

Approximate

PS&

E

S

U

BM

IT

TAL

PLAN AND PROFILE

22+62

STORM DRAIN DETAIL

LAKESHORE DRIVE

:2

:2

2'-0"

Ground Existing

DITCH TYPICAL SECTION

N.T.S.

I n v O u t

.8

N W

G r a te

.7

.0

.5

R T

I N

I n v O u t

.0

N W

I n v I n

.1

S E

G r a te

.7

.0

.5

L T

I N

.5

N W

I n v O u t

.0

S E

I n v I

R im

.6

.0

L T

.0

M H

Riprap

Install

PRELIM

IN

ARY

Not for

C on str uc

S P

W V

W V

D I

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E G .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

D I

80'40'0

H.8

K E S

H O

R E D

R

IV

E

Cascade Golf Association, Inc.

Bureau of Reclamation

Priva te D rive

Proposed R/W

P 0-18

IN 0-8

IN 0-7

MH 0-3

P 0-6 P 0-1

P 0-7

4860 4860

Ground

Existing Grade

Finished

PLAN AND PROFILE

CULVERT STA. 29+53

LAKESHORE DRIVE

Headwall

Install

Remove Pipe Culvert

Remove Inlet

Remove Inlet Grate

Existing R/W

S = 2.33%

L = 113 LNFT

18 Inch

P 0-18

Inv. Elev. 4844.49

Inv. Elev. 4841.85

18" Pipe Culvert Lining

Install 113 LNFT

(See Sheet H.17)

29+63.95, 59.40' LT

Install Headwall

18" Pipe Culvert

Install 15 LNFT

Install Riprap

PS&

E

S

U

BM

IT

TAL

Riprap

Install left in place and lined

Existing Culvert to be

Installed and Lined

New Culvert to be

NOTE:

Pipe) for the full length.

Extend the pipe and line the pipe with CIPP (Cast-in-place1.

PRELIM

IN

ARY

Not for

C on str uc

W V

W V

SHEET

ID ID CASCADE LS DR(1)

S e p

P

M id a

E H .d g n

U

S S u r ft

D

D e s ig n e d b r is M e la n d e r

C h e c k e d b ll y H o o p e s

Flow=0.42CFS

S = 2.00%

L = 34'

P 0-10

Flow=0.75CFS

S = 2.00%

L = 5'

P 0-7

Flow=0.75CFS

S = 2.00%

L = 30'

P 0-6 ea d Lo ss 0.

IN

V O

U T

7.

(N

IN

V

IN

6.

(S

E

R

IM

8.

S

TA

0+ .7

5, .0

R

T

M H

-3

IN

V O

U T

.8

(N

W

G R

A

TE

0.

C B (W

0+ .0

0, .0

R

T

IN

-8

IN

V O

U T

.1

(N

W

IN

V

IN

6.

(S

E

G R

A

TE

0.

C B (W

0+ .5

0, .0

R

T

IN

-7

80'40'0

H.9

Cascade Golf Association, Inc.

Bureau of Reclamation

Private Drive

Private Drive

L A

K E S

H O

R E D

R I V

E

IN 0-8 IN 0-7

MH 0-3

P 0-10

P 0-6 P 0-7

P 0-18

4860 4860

Ground

Existing

Grade

Finished

HGL

PLAN AND PROFILE

DRAINAGE 2 OF 2

LAKESHORE DRIVE

Headwall

Install

Existing R/W

Install Riprap

28+92.00, 25.00' LT

Install Manhole

28+92.00, 18.50' LT

Install Catch Basin Type II

(See Sheet H.16)

29+12.75, 43.60' LT

Install Headwall

12" Pipe Culvert Install 28 LNFT

12" Pipe Culvert Install 8 LNFT

12" Pipe Culvert Install 34 LNFT

28+92.00, 18.50' RT

Install Catch Basin Type II

PS&

E

S

U

BM

IT

TAL

51 LNFT of Ditch Excavate

:2

:2

2'-0"

Ground Existing

DITCH TYPICAL SECTION

N.T.S.

Line of Existing Channel

Excavate Ditch to Flow

Riprap

Install

I n v O u t

.8

N W

G r a te

.7

.0

.5

R T

I N

I n v O u t

.1

N W

I n v I n

.2

S E

G r a te

.7

.0

.5

L T

I N

I n v O u t

.9

N

I n v I n

.5

S E

R im

.1

.0

.0

L T

M H

S = 2.00%

L = 34 LNFT

12 Inch

P 0-10

S = 34.21%

L = 8 LNFT

12 Inch

P 0-7

S = 2.00%

L = 28 LNFT

12 Inch

P 0-6 PRELIM

IN

ARY

Not for

C on str uc

F A

IR

W A

Y C

IR

C L E

D

IV

O T C

IR

C L E

C A

D D

Y L

A N E

B

IR

D

IE

D

R

IV

E

N.T.S.

LEGEND

Sign

Barricade

Direction of Travel

Work Zone

48" X 48"

W20-1

48" X 30"

R11-2

TYPE III BARRICADES

48" X 48"

W20-3

48" X 48"

W20-2

30"X 24"

M4-9L

30"X 24"

M4-9R

END

DETOUR

30" X 24"

M4-8a

D U

F F E

R S L

A N

E

CONSTRUCTION DETOUR SIGNING

N.2

F A

IR

V

IE

W L

A N E

P A

T T E

R S

O N A

V E

LA

K E C

A S C A D E P

K W

Y

7 8

1 2 3 4 5

The Contractor shall provide safe access for vehicles traveling through the Work Zone.

DETOUR

AHEAD

WORK

ROAD

DETOUR

AHEAD AHEAD

CLOSED

ROAD

30" X 12"

D3-1(o) Lakeshore Dr

Lakeshore Dr 30" X 12"

D3-1(o) Lakeshore Dr

30" X 12"

D3-1(o)

30" X 12"

D3-1(o) Lakeshore Dr

30" X 12"

D3-1(o) Lakeshore Dr

DETOUR

ROAD

CLOSED

ROAD

CLOSED LOCAL TRAFFIC ONLY

ROAD CLOSED

AHEAD9 10

TYPE III BARRICADE

60" x 30"

R11-3

48" X 30"

R11-2

TYPE III BARRICADES

P A

R D

R I V

E

100' 100'

100' 100'

100'

100'

100'

100'

100'

100'

DETOUR PLAN

DETOUR

24"X 12"

M4-8

DETOURDETOUR

48" X 18"

M4-10R

48" X 18"

M4-10L

PS&

E

S

U

BM

e c k e d b

D e s ig n e d b y

C h e c k e d b y K e ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

N E .d g n

U

S S u r ft

D

] PRELIM

IN

ARY

Not for

C on str uc

S P

S P

S P

S P

T

W V

W V

12" CMP

e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

U A .d g n

U

S S u r ft

D

+3.4

2% ,8

.1

80'40'0

Scale in Feet

U.1

48544854

4856 4856

4858 4858

4860 4860

4862 4862

4864 4864

4866 4866

9+008+00 10+00 11+00

12+00

Existing ground

Profile grade

LAKESHORE DRIVE

D U

F F E

R S L

A N

E

Bureau of Reclamation

E X I S

T I N

G M

A T

U

F F E

R S L

N I N

T E

R S

E C

T I O

N

E = 2543980.98

N = 1036030.16

10+00.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

BEGIN PROJECT

PS&

E

S

U

BM

IT

TAL

PLANS

UTILITY CONFLICT

Slope stake limits

Slope stake limits

Northwest)

(by Frontier Communications

Telephone line conflicts

Northwest)

(by Frontier Communications

Telephone line conflicts

UTILITY CONTACT:

See utility plan for conflicts underground facilities identification of

Call 1-800-342-1585 for

1-800-488-6151

Idaho Power

Local Electric

1-208-634-6100

Frontier Communications Northwest

Local Telephone 8" Water line

8" Gravity sewer line

PRELIM

IN

ARY

Not for

C on str uc

S P

S P

S P

S P

S P

S

PS

PS

P

S P

S P

S

PS

P

S P

S P

T

W V

W V

W V

W V

W V

W V

W V

W V

W V

W

W A T E R

W A T E R

W A T E R

S T O P e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

U B .d g n

U

S S u r ft

D

,8

.6

-1.4984%

250' VC

K = 51

SSD = 345'

80'40'0

Scale in Feet

U.2

15+00

17+00

13+00 16+00 14+00

48724872

LAKESHORE DRIVE

Existing ground

P A

R D

R I V

E

Bureau of Reclamation Cascade Golf Association, Inc.

P A

R D

R I N

T E

R S

E C

T I O

N

Ajust Water Valve to Grade

Well Existing

Sewer Sanitary

Profile grade

(Field Verify) Approximate Depth of Water Line

PS&

E

S

U

BM

IT

TAL

PLANS

UTILITY CONFLICT

Water Valve Relocate

Slope stake limits

Slope stake limits

8" Water line sewer line 8" Gravity

(by City of Cascade) Relocate water valve cleanout (by City of Cascade) Relocate sanitary sewer elevation (by City of Cascade) Adjust manhole rim

(by City of Cascade) Water valves conflict

(by City of Cascade) Fire hydrant conflict

PRELIM

IN

ARY

Not for

C on str uc

S P

S P

S P

S P e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

U C .d g n

U

S S u r ft

D

,8

.5

-1.4984%

450' VC

K = 159

20+00

22+00

18+00 21+00 19+00

U.3

4854 4854

Existing ground

Profile grade

Cascade Golf Association, Inc.

Bureau of Reclamation

P r iv a te D r iv e

P r iv a te D r iv e

(Field Verify)

Approximate Depth of Water Line

PS&

E

S

U

BM

IT

TAL

Slope stake limits

Slope stake limits

PLANS

UTILITY CONFLICT

(by Cascade Golf Association)

Relocate irrigation sprinkler elevation (by City of Cascade) Adjust manhole rim

8" Water line

8" Gravity sewer line

PRELIM

IN

ARY

Not for

C on str uc

4 2 5 2

6 2 e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

U D .d g n

U

S S u r ft

D

450' VC

K = 159

,8

.1

+1.3389

% SSD = 558'

K = 67

150' VC

,8

.5

80'40'0

U.4

25+00

27+00

23+00 26+00 24+00

Cascade Golf Association, Inc.

Bureau of Reclamation

P riv a te D riv e

Profile grade

(Field Verify)

Approximate Depth of Water Line

PS&

E

S

U

BM

IT

TAL

Slope stake limits

Slope stake limits

PLANS

UTILITY CONFLICT

Unused gravity sewer line

Pressure sewer line 4" Pressure sewer line

Existing Lift Station

PRELIM

IN

ARY

Not for

C on str uc

P 14

S P

S P

S P

S P

T N

A

W F

W V

W V

W

VW

V

W V

D I

8 2

9 3 0 3 e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

U E .d g n

U

S S u r ft

D

150' VC

K = 67

SSD = 558'

-0.8972%

200' VC

K = 47

,8

.4

+3.3

63' VC

K = 19

SSD = 360'

,8

.1

,8

.4

0.0625%

,8

.4

80'40'0

U.5

30+00

32+00

28+00 31+00 29+00

LAKESHORE DRIVE

P A

R D

R I V

E

Existing ground

Profile grade

Cascade Golf Association, Inc. Bureau of Reclamation

P ri v a te D ri v e

P r iv a te D r iv e

E X I S

T I N

G

M A

T

(Field Verify) of Power Line

Approximate Depth

E = 2545362.57

N = 1037647.00

31+23.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

END PROJECT

PS&

E

S

U

BM

IT

TAL

PLANS

UTILITY CONFLICT

Slope stake limits

Slope stake limits

(by City of Cascade)

Water valve conflict

(by City of Cascade)

Sewer manhole conflict

(by Cascade Golf Association)

Relocate irrigation sprinkler

PRELIM

IN

ARY

Not for

C on str uc

T O P e c k e d b ll y H o o p e s

D e s ig n e d b r is M e la n d e r

S e p

P

M id a

U F .d g n

U

S S u r ft

D

,8

.7

,8

.2

-2.0000%

25' VC

,8

.6

+0.5000%

50' VC

,8

.5

-1.2500%

.3

125' VC

.0

.0

.0

.7

M a tc h E x is t.

,8

.9

80'40'0

U.6

31+00 30+00

Existing ground

S T

A

M A

T C

H E

X I S

T I N

G

Lakeshore Dr

Proposed Cut

Lakeshore Dr

Profile grade

Profile grade

Sanitary Sewer

PS&

E

S

U

BM

IT

TAL

PLANS

UTILITY CONFLICT

Slope stake limits

Slope stake limits

PRELIM

IN

ARY

Not for

C on str uc