ID_CASCADE_LS_DR(1)_Plans.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2009

REVISED: 10/2009

W101-1

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

AND ABBREVIATIONS

PLAN SYMBOLS

typ.

Ts

TS

thd.

TBM

T.B.D.

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark to be determined township tangent distance

U.N.O. unless otherwise noted ftg.

ft3 ft2 flg.

fin.

f.f.

footing cubic foot (feet) square foot flange finish front face exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e.f.

e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number each face superelevation rate east

NUMBER

SHEET

STATE

A.2

PROJECT

ID CASCADE LS DR(1)ID

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n

A

M id a

A B .d g n

U

S C

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

PROPOSEDEXISTING

Trail

Lake, Pond or Reservoir; Marshland

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Spring or Seep

LC

Concrete Barrier

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Box Culvert

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Right-of-Way Line with Monument

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement

36 31

6 1

Section Corner (Found, Projected)

36 31

6 1

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56

N

E

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W

Silt Fence

DI

Wattle

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, θs Ø

∆c spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

approach ahead average daily traffic abutment ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

M.P.

M.L.

mile post main line

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Section Line4

Section Line16

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub brg.

br.

BP

BM

BK

b.f.

bearing bridge balance point bench mark back back face

ID ID CASCADE LS DR(1)

STATE PROJECT

NUMBER

SHEET

C h e c k e d b y

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

J a n

A

M id a

A C .d g n

U

S S u r ft

D

VICINITY MAP

LAKE CASCADE

LAKE

CASCADE

LAKE CASCADE

400'200'0

Scale in Feet

BEGIN PROJECT ID CASCADE LS DR(1)

10+00

LAKESHORE DRIVE

31+23

LAKESHORE DRIVE

END PROJECT ID CASCADE LS DR(1)

A.3

LAKESHORE DRIVE

PAR DRIVE

P A

R D

R I V

E

D U

F F E

R S L

A N

E

.0 M

IL

E S T

O S

H -5

T O L

A K E C

A S C A D E P

A R K

W A Y

CASCADE GOLF COURSE CASCADE GOLF COURSE

CASCADE GOLF COURSE

8.5

MI

LES

TO S

H-5

TO C

ABARTON R

OAD

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J

Typical

Section

Plan &

Profile

Approach

Roads

Erosion

Control Drainage

Temporary

Traffic

Control

Permanent

Traffic

Control

Utilities ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,967 118 3,085

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,748 252 6,000

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 15 1 16

A0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 17 3 20

A0200 15801-0000 WATERING FOR DUST CONTROL MGAL 295 15 310

A0220 20101-0000 CLEARING AND GRUBBING Contract

ACRE 2.2 0.1 2.3 Quantity

A0240 20301-1300 REMOVAL OF INLET GRATE EACH 1 1

A0260 20301-1400 REMOVAL OF INLET EACH 1 1

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0300 20301-2400 REMOVAL OF SIGN EACH 21 21

A0320 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0340 20315-0000 SAWCUTTING PAVEMENT LNFT 58 67 10 135

A0360 20401-0000 ROADWAY EXCAVATION Contract

CUYD 5,511 279 5,790 Quantity

A0380 20421-0000 ROCK EXCAVATION CUYD 100 5 105

A0400 20425-1000 DITCH, EXCAVATION LNFT 60 5 65

A0420 20441-0000 WASTE Contract

CUYD 822 48 870 Quantity

A0440 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 48 3 51

A0460 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 29 2 31

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,086 164 3,250

A0500 30302-1000 DITCH RECONDITIONING LNFT 157 8 165

A0520 30502-1000 FULL DEPTH RECLAMATION WITH CEMENT, 10-INCH DEPTH SQYD 9,267 463 9,730

A0540 30510-0000 CEMENTITIOUS MATERIAL TON 249 19 268

A0560 30802-0000 RECYCLED AGGREGATE BASE CUYD 555 35 590

A0580 40301-0000 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,488 82 1,570

A0600 41201-0000 TACK COAT TON 8 2 10

A0620 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT EACH 6 6

A0640 60103-1840 CONCRETE, HEADWALL FOR 12-INCH EQUIVALENT DIAMETER PIPE CULVERT EACH 3 3

A0660 60201-0400 12-INCH PIPE CULVERT LNFT 452 23 475

A0680 60201-0600 18-INCH PIPE CULVERT LNFT 455 25 480

A0700 60401-0000 MANHOLE EACH 6 6

A0720 60403-0000 INLET, SHALLOW EACH 3 3

A0740 60403-2300 INLET, FLH TYPE 7B EACH 1 1

-M a r-

:3 P

M c p w w o rk

\c h ri s m

\d m s id -a

E s ti m a te

-1 .x ls x ]S h e e t

SUMMARY OF QUANTITIES

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated

Quantity

STATE PROJECT

B.1ID CASCADE LS DR(1)ID

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J

Typical

Section

Plan &

Profile

Approach

Roads

Erosion

Control Drainage

Temporary

Traffic

Control

Permanent

Traffic

Control

Utilities ALLOWANCE Bid

Schedule

A0760 60404-0000 CATCH BASIN EACH 8 8

A0780 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 3,814 191 4,005

A0800 60510-0400 4-INCH OUTLET PIPE LNFT 323 17 340

A0820 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

A0840 60707-0300 LINING 18-INCH PIPE CULVERT LNFT 258 12 270

A0860 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 4,627 232 4,859

A0880 61502-2000 DRIVE PAD, ASPHALT CONCRETE SQYD 87 8 95

A0900 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD 6,358 42 6,400

A0920 62510-2000 SEEDING, HYDRAULIC METHOD Contract

ACRE 1.4 0.1 1.5 Quantity

A0940 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX Contract

ACRE 1.4 0.1 1.5 Quantity

A0960 62520-0000 FERTILIZER Contract

ACRE 1.4 0.1 1.5 Quantity

A0980 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B SQYD 5,086 264 5,350

A1000 63302-0000 SIGN SYSTEM SQFT 139 11 150

A1020 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW DOUBLE CENTERLINE LNFT 8,008 402 8,410

A1040 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID EDGE LINE, 8-INCH LNFT 16,040 810 16,850

A1060 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID STOP LINE, 12-INCH LNFT 354 26 380

A1080 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED WHITE PARKING LINE, 4-INCH LNFT 366 19 385

A1100 63405-0050 PAVEMENT MARKINGS, SYMBOLS, BIKE LANE EACH 10 1 11

A1120 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 10 1 11

A1140 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 1 9

A1160 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 90 5 95

A1180 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 444 26 470

A1200 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 131 9 140

A1220 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 3,144 156 3,300

Estimated

Quantities Remarks and/or

Determination of

Estimated

Quantity

-M a r-

:3 P

M c p w w o rk

\c h ri s m

\d m s id -a

E s ti m a te

-1 .x ls x ]S h e e t

(2

SUMMARY OF QUANTITIES

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B.2ID CASCADE LS DR(1)ID

C.1

SECTION QUANTITIES

TABULATION OF

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

M a r

P

M id a

C A .d g n

U

S S u r ft

D

CL

LAKESHORE DRIVE

C.2

:2

12" Min. Cover

NOTE:

FOOTNOTE:

S lo p e s ta k e

C le a r in g l im it

0.25 D

Existing ground

C le a r in g l im it

0.25 D

Slope stake

Existing ground

Bike Lane Bike Lane

Profile Grade ground

Existing

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

O W

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

O W

Tack Coat

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

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

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

O W

:2

Detail

Rounding

See Fill Slope

GOLF CART PATH

FLAT BOTTOM DITCH

10+00.00 to 12+20.00 Right

3:1 3:1

Detail

Rounding

See Cut Slope

(See Typical Section Details)

Curb and Gutter, Concrete, 12-inch Depth

(See Typical Section Details)

Standard Underdrain System

TYPICAL SECTIONS

between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement Type I, Traveled lane Traveled lane

Cement, 10" Depth

Full Depth Reclamation with

(See Sheet C.3 for Details)

16+15.00 to 19+11.00 Left

Parking Area

2%

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

O W between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement Type I, 5" Compacted Depth

Roadway Aggregate, Method 2

Cement, 10" Depth

Full Depth Reclamation with

16+87.14 to 18+45.86

PARKING AREA

Section Details)

Depth (See Typical

Concrete, 12-inch

Curb and Gutter, Section Details)

System (See Typical

Standard Underdrain

ROUNDING DETAIL

FILL SLOPE

ROUNDING DETAIL

CUT SLOPE

2% Crown

V a ri a b le

1:3

(See Details, Sheet G.22)

Standard Underdrain System

V ar ia b le proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than 5 feet reduce "B" to the cut height

Construct slopes as shown in the Staking Report.

on the plan and profile curve data.

Superelevate roadway on curves at the rate ’e’ as indicated

1.

4 inch depth

Place topsoil, and mulching

Perform seeding according to Section 308 for use under Section 305.

stockpile 3.0 inches of the existing asphalt concrete pavement

3 to 7 inches. Before excavating; remove, process and

Existing asphalt concrete pavement depth varies from

TEMPORARY TRAFFIC CONTROL

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

M a r

P

M id a

C B .d g n

U

S S u r ft

D

5’-0’5’-0"

10’-0’

1’-0" 6’-0" 11’-0" 11’-0" 1’-0"6’-0"

2’-0"

Perform seeding and mulching

1’-0"8’-0"

Perform seeding and mulching

Place topsoil, 4-inch depth

Perform seeding and mulching

Place topsoil, 4-inch depth

Perform seeding and mulching

Place topsoil, 4-inch depth

Perform seeding and mulching

Place topsoil, 4-inch depth

Place topsoil, 4 inch depth

B=5’-0"5’-0"

C.3

PAR DRIVE

* See Cross Sections for Variable Slopes.

Profile Grade

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

O W ground

Existing

Tack Coat

Curb & Gutter, Concrete, 12-inch Depth

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

O W

(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.

Profile Grade ground

Existing

Tack Coat

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

O W

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

Grade Side Slope to Drain

(Sheet C.2)

Rounding Detail

See Cut Slope

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

O W

DUFFERS LANE

(Sheet C.2)

Rounding Detail

See Cut Slope

5" Compacted Depth

Roadway Aggregate, Method 2

5" Compacted Depth

Roadway Aggregate, Method 2

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

O W

(See Typical Section Details)

Standard Underdrain System

400+00.00 to 400+50.00 300+00.00 to 303+29.78

200+00.00 to 200+70.00

TYPICAL SECTIONS

1:2 1:2

303+18 to 303+29.39 301+50.00 to 302+40.00 between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement Type I, between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement Type I, Traveled lane Traveled lane

Traveled lane Traveled lane

Golf Cart Path

2%

1:

1:

4" Compacted Depth

Method 2

Roadway Aggregate, 60+18.40 to 63+15.90

GOLF CART PATH

CL

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

O W

(Sheet C.2)

Rounding Detail

See Fill Slope

Cement, 10" Depth

Full Depth Reclamation with

Cement, 10" Depth

Full Depth Reclamation with

(See Details, Sheet G-22)

Standard Underdrain System

NOTE:

FOOTNOTE:

Construct slopes as shown in the Staking Report.

on the plan and profile curve data.

Superelevate roadway on curves at the rate ’e’ as indicated 1

12% Crown

12% Crown

Variable

Va ria ble Variable

Va ria ble

Varia ble

Variable

Perform seeding and mulching

Place topsoil, 4-inch depth mulching

Perform seeding and

4-inch depth

Place topsoil, 1’-0" Shoulder 1’-0" Shoulder

1.

according to Section 308 for use under Section 305.

stockpile 3.0 inches of the existing asphalt concrete pavement

3 to 7 inches. Before excavating; remove, process and

Existing asphalt concrete pavement depth varies from 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

M a r

P

M id a

C C .d g n

U

S S u r ft

D

1’-0"

11’-0" 11’-0"

Varies

11’-0" 11’-0" VariesVaries

8’-0"

1’-0"

Perform seeding and mulching

1’-0" Shoulder

C.4

" R.2

"2 1–

3 1/2" R.

1" R." R.2

Roadway Aggregate, Method 2

CONCRETE 12-INCH DEPTH

CURB AND GUTTER,

Roadway Aggregate, Method 2

" R.2

3" R.

" R.4

NOTE:

CURB AND GUTTER DETAILS

Sheet G.11 see Underdrain System Plan, 4" Perforated drain pipe, Sheet G.11 see Underdrain System Plan, 4" Perforated drain pipe, DETAIL AT END OF CURB TERMINUS

CURB CUT AT DRIVEWAY AND

Flow line

CURB CUT AND CURB TERMINUS

6-FOOT TRANSITION FOR

See Sheet D.1 for Quantities.

maximum spacing.

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

-inch Preformed Expansion Joint Material at terminal2

3.

2.

1.

TEMPORARY TRAFFIC CONTROL

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

M a r

P

M id a

C D .d g n

U

S S u r ft

D

1’-6"6"

1" Batter

6"

2’-0"

2’-0"

1" Batter

8"

1’-7"5"

6’ -0

QUANTITIES

PLAN-PROFILE

D.1

TEMPORARY TRAFFIC CONTROL

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

M a r

P

M id a F

A a .d g n

U

S S u r ft

S P

S P

S P

S P

S P

T

W V

W V

12" CMP

P O

T

.0

P C

.4

.0

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 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 id a F

A .d g n

U

S S u r ft

D

J a n

A

M

+3.4

2%

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, 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

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

16.41' LT

10+44.03, Line to be Constructed

NOTE:

RT & LT EOP

LT EOP

RT EOP

See "J" Sheets for utility information.

See "G" Sheets for drainage information.

2.

1.

FOOTNOTE:

M A

T C

H L I N

E

Existing Edge of Pavement of Pavement Proposed Edge

Slope Stake Limits of Pavement Existing Edge

Approach, Sheet E.2 See Duffers Lane

Proposed Edge of Pavement

M A

T C

H L I N

E

See Sheet C.4 for Curb and Gutter Details.

Details and Quantities.

See "G" Sheets for Underdrain System Plans, 26' Curb Terminus

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

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

J a n

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

-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, 30’ R

10’ R

25.00’ RT

16+87.14, Curve= C1

D

R= 273.00’

T= 80.65’

L= 156.83’

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

Install 6.0’ Transition

Remove Asphalt

4858 4858

Slope Stake Limits

Back of Curb

Slope Stake Limits

Back of Curb

Diagram e= See Superelevation

System

Standard Underdrain

Underdrain Outlet

Line to be Constructed

Concrete Asphalt Drive Pad, Install

Outlet

Underdrain

RT EOP RT & LT EOP

LT EOP

M A

T C

H L

IN

E

M A

T C

H L I N

E

NOTE:

See "J" Sheets for utility information.

See "G" Sheets for drainage information.

2.

1.

FOOTNOTE:

Install Curb Cut

Standard Underdrain System of Pavement Existing Edge of Pavement Proposed Edge

Approach, Sheet E.3 See Par Drive of Pavement

Proposed Edge

Existing Edge of Pavement

M A

T C

H L I N

E

M A

T C

H L I N

E

See Sheet E.5

Golf Cart Path, Edge of Proposed

Golf Cart Path

Edge of Existing

See Sheet C.4 for Curb and Gutter Details.

Details and Quantities.

See "G" Sheets for Underdrain System Plans, Parking Area

Private D rive

8’

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

M a r

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

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

-2-2

10’ R

19.00’ RT

+84.00, 19.00’ RT

+96.00, 19.00’ RT

+16.00, for Curb Cut (Typ.)

Install 6.0’ Transition

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

(by Others) Relocate Tee Box for Curb Cut (Typ.)

Install 6.0’ Transition

4850 4850

Back of Curb

Slope Stake Limits

Slope Stake Limits

Back of Curb

Outlet Underdrain

Line to be Constructed

RT & LT EOP

Outlet Underdrain

M A

T C

H L I N

E

M A

T C

H L I N

E of Pavement Existing Edge

Existing Edge of Pavement

Standard Underdrain System

Proposed Edge of Pavement

Install Curb Cut

Install Curb Cut

Existing Edge of Pavement

Proposed Edge of Pavement

Standard Underdrain System

NOTE:

FOOTNOTE:

Outlet Underdrain

M A

T C

H L I N

E

M A

T C

H L I N

E

25.00’ RT

18+45.86, 19.00’ RT

+64.00, .5

.0

Asphalt Concrete Install Drive Pad, see Sheet E.5 Golf Cart Path, Edge of Proposed

Golf Cart Path Edge of Existing

Parking Area

Details.

See Sheet E.6 for Private Drive Connection

See Sheet C.4 for Curb and Gutter Details.

Details and Quantities.

See "G" Sheets for Underdrain System Plans, 3.

2.

1.

easement boundary descriptions.

Refer to Right of Way documents for

See "J" Sheets for utility information.

See "G" Sheets for drainage information.

8’

26 336

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

M a r

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

48524852

Existing ground

Profile grade

Cascade Golf Association, Inc.

Bureau of Reclamation

P riv a te D riv e

-2-2

19.00’ RT

+80.00, Concrete, 12-inch Depth Install Curb and Gutter, Concrete, 12-inch Depth Install Curb and Gutter, for Curb Cut (Typ.)

Install 6.0’ Transition

4850 4850

Outlet Underdrain

Outlet Underdrain

Outlet

Underdrain

Sign

Remove for Curb Cut (Typ.)

Install 6.0’ Transition

19.00’ RT

+07.00, 19.00’ RT

+87.00, Line to be Constructed

Slope Stake Limits

Slope Stake Limits

RT & LT EOP

M A

T C

H L I N

E

M A

T C

H L I N

E

NOTE:

Install Curb Cut of Pavement Existing Edge

Proposed Edge of Pavement

Standard Underdrain System of Pavement Existing Edge

Standard Underdrain System of Pavement Proposed Edge

Install Curb Cut

Underdrain Outlet

M A

T C

H L I N

E

M A

T C

H L I N

E

19.00’ RT

+0.00, Asphalt Concrete Install Drive Pad, .4

.0

Excavate Ditch

FOOTNOTE:

Details.

See Sheet E.6 for Private Drive Connection

See Sheet C.4 for Curb and Gutter Details.

Details and Quantities.

See "G" Sheets for Underdrain System Plans, boundary descriptions

Refer to Right of Way documetns for easement

See "J" Sheets for utility information.

See "G" Sheets for drainage information.

3.

2.

1.

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

M a r

A

M

150’ VC

K = 67

SSD = 558’

-0.8972%

200’ VC

K = 47

+3.3

%4 ,8

.1

,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 r iv a te D r iv e

Lid

Manhole

Adjust

31+17

-2 -2

-2 -2

19.00’ RT

+60.00, Existing

Match

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

Install 6.0’ Transition

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.7) Bike Lane Sign Retain & Protect Existing

(See Sheet O.7) Bike Lane Sign Retain & Protect Existing

Sawcut Pavement

ROADWAY (LAKESHORE DR)

CONNECTION TO EXISTING

Asphalt

Existing

Existing base

Cement Treated Base

System Standard Underdrain

Outlet Underdrain

Outlet Underdrain

Outlet Underdrain

E X I S

T I N

G

M A

T

,8

.1

Asphalt Remove

Terminal Section Adjust Guardrail

Line to be Constructed

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

M A

T C

H L I N

E

M A

T C

H L I N

E

NOTE:

Proposed Edge of Pavement of Pavement Existing Edge

Outlet Underdrain

Approach, Sheet E.4 See Par Drive

Standard Underdrain System

Existing Edge of Pavement

Proposed Edge of Pavement

19.00’ RT

+40.00, A c c e s s

A b a n d o n e d

Slope Stake Limits

.7

.0

Asphalt Concrete Install Drive Pad, Curb Cut Install

FOOTNOTE:

Details.

See Sheet E.6 for Private Drive Connection

See Sheet C.4 for Curb and Gutter Details.

Details and Quantities.

See "G" Sheets for Underdrain System Plans, 3.

2.

1.

easement boundary descriptions

Refer to Right of Way douments for

See "J" Sheets for utility information.

See "G" Sheets for drainage information.

17 568 3

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION NOTE:

15101 1037152.127 2544868.067 4858.117 44°30'43.176840" N 116°03'21.293250" W 4808.4812 0.99971092 5/8" IR w/FHWA Alum cap 1.

15102 1036422.021 2544088.361 4868.135 44°30'35.938032" N 116°03'32.015672" W 4818.5093 0.99971059 5/8" IR w/FHWA Alum cap

15103 1035671.300 2543799.210 4845.467 44°30'28.513796" N 116°03'35.966725" W 4795.8475 0.99971172 5/8" IR w/FHWA Alum cap

15104 1035226.218 2543482.393 4848.073 44°30'24.106691" N 116°03'40.315337" W 4798.4564 0.99971165 5/8" IR w/FHWA Alum cap

PROJECT : LAKESHORE DRIVE PHASE II

DATE OF FIELD WORK : APRIL, 2015

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Idaho West SPCS NAD83 (2011)

EPOCH DATE :2010.0000

VERTICAL DATUM : NAVD88 based on Geoid 12A

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c p w w o rk

\c h ri s m

\d m s

D .7

S u rv e y C o n tr o l.

x ls x ]S h e e t

-M a r-

:0 A

M C h ri s M e la n d e r

/2

K e ll y H o o p e s

/2

D e s ig n e d b y

C h e c k e d b y

STATE PROJECT

D.7

SHEET

NUMBER

CASCADE LS DR(1)ID

SURVEY CONTROL

TEMPORARY TRAFFIC CONTROL

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

J a n

A

M id a

G A .d g n

U

S S u r ft

D

E.1

QUANTITIES

APPROACH ROAD

E.2

NOTE:

TYPICAL PLAN

PRIVATE DRIVE CONNECTION

L M a in li n e

C 5'

Lip of Gutter

Back of Curb for Curb Cut (Typ.)

Install 6.0' Transition

Curb Cut

Install

5'

Asphalt Concrete

Install Drive Pad, A

A

B

B

LCPrivate Drive

Aggregate base edge

4.

3.

2.

1.

DETAILS

PRIVATE DRIVE CONNECTION

Asphalt Concrete

Install Drive Pad, 5.0'

Curb Cut

Lip of Gutter

Back of Curb

CL

between Lifts.

Two Equal Lifts with Tack Coat

3" Compacted Depth, Place in

Asphalt Concrete Pavement Type I, W

2:

2:1 2:1

2% Crown

4" Compacted Depth

Roadway Aggregate, Method 2

CL

W

2:

2:1 2:1

2% Crown

4" Compacted Depth

Roadway Aggregate, Method 2

5.0'

15.0'

15.0'

Asphalt Concrete

Install Drive Pad, Curb Cut

24+90.00, RT

PRIVATE DRIVE PROFILE

Lakeshore Drive

Lakeshore Drive

Lakeshore Drive

Curb Cut

Asphalt Concrete

Install Drive Pad, 5.0'

15.0'

15'

28+50.00, RT

PRIVATE DRIVE PROFILE

18+74.00, RT

PRIVATE DRIVE PROFILE FOOTNOTE:

.0

.0 road connection on plan and profile sheet

Example of symbol showing standard approach

Mainline stationing

TYPICAL SYMBOL

design grade

Typical maximum located at an existing joint.

neat construction edge. Sawcut required if limit is not

Actual limit of work to be approved by CO. Provide a existing radii or widths

Vary radii to fit unusual field conditions. Do not reduce with mainline roadway construction.

Construct cut and fill slopes for private drives to match locations to be field verified.

Stations shown are approximate locations. Actual

4" Compacted Depth

Roadway Aggregate Method 2

4" Compacted Depth

Roadway Aggregate Method 2

4" Compacted Depth

Roadway Aggregate Method 2

See Sheet C.4 for Curb and Gutter Details.

SECTION A-A

DRIVE PAD TYPICAL

SECTION B-B

PRIVATE DRIVE TYPICAL

TEMPORARY TRAFFIC CONTROL

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

J a n

A

M id a

G F .d g n

U

S S u r ft

D

2.00%

CL

2.58%

2.00%

CL

3.77%

2.00%

9.49%

SP

SP

SP

T

W V

W V

C

M P

O

T

.0

P O

T

.5

10+76.00 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

J a n

A

M id a

G C .d g n

U

S S u r ft

D

CUYD

EXC.

CUYD

EMB.

-2.874%

.3

,8

.5

,8

.4

35' VC

K = 3

.0

M A

T C

H E

X I S

T I N

G

,8

.2

80'40'0

E.3

201+00 200+00

4868 4868

Profile grade

DUFFERS LANE

L A

K E S

H O

R E D

R

IV

E

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 6' 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

MAINLINE STA 10+76.99

APPROACH ROAD

DUFFERS LANE

NOTE:

See "G" Sheets for drainage information.1.

FOOTNOTE:

See Sheet C.4 for Curb and Gutter Details.

S T O P

UP

T

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

J a n

A

M id a

G D .d g n

U

S S u r ft

D

CUYD

EXC.

CUYD

EMB.

,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

T C

H E

X I S

T I N

G

,8

.9

80'40'0

E.4

301+00300+00

Existing ground

Profile grade

Lakeshore Dr

Proposed Cut Lakeshore Dr

Profile grade

30' R

30' R

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

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

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

MAINLINE STA 16+31.00

APPROACH ROAD

PAR DRIVE

302+00 303+00

516 2

NOTE:

See "G" Sheets for drainage information.1.

FOOTNOTE:

L A

K E S

H O

R E D

R I V

E

PAR DRIVE

Details.

See Sheet E.6 for Private Drive Connection

See Sheet C.4 for Curb and Gutter Details.2

2Install 6' Curb Terminus

Install 6' Curb Terminus 2

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 n 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

J a n

A

M id a

G E .d g n

U

S S u r ft

D

CUYD

EXC.

CUYD

EMB.

+1.193%

,8

.3

,8

.8

.4

.0

+0.646%

M A

T C

H E

X I S

T I N

G

,8

.4

80'40'0

E.5

401+00 400+00

PAR DRIVE

Existing ground

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

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

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

MAINLINE STA 30+84.00

APPROACH ROAD

PAR DRIVE

L A

K E S

H O

R E D

R I V

E

See "G" Sheets for drainage information.

NOTE:

1.

FOOTNOTE:

1 See Sheet C.4 for Curb and Gutter Details.

1Terminus (Typ.)

Install 6' Curb

0 4860

48654865

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

J a n

A

M id a

G G .d g n

U

S S u r ft

D

,8

.8

-11.9592%

+5.7

.8

280' VC

K=16

,8

.4

,8

.6

80'40'0

Scale in Feet

E.6

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

Line to be Constructed

Slope Stake Limits

R/W Existing

Association, Inc.

Cascade Golf

Outlet

Underdrain

Outlet

Underdrain

System

Underdrain

Standard Golf Cart Path

Edge of Proposed

Cart Path Existing Golf

E = 2544249.92

N = 1036627.19

E = 2544457.84

N = 1036839.06

MAINLINE STA. 16+15.00

GOLF CART PATH

19+11.00, 42.20' LT.

=LAKESHORE DRIVE

63+15.90

GOLF CART PATH

END WORK

16+15.00, 40.17' LT.

=LAKESHORE DRIVE

60+18.40

GOLF CART PATH

BEGIN WORK

CUYD

EMB.

CUYD

EXC.

WIDENING FOR LAKESHORE DRIVE. SEE SHEETS D.3-D.4 FOR QUANTITIES.

EMBANKMENT BELOW PATH IS INTEGRAL TO THE EMBANKMENT

F.1

CONTROL QUANTITIES

TABULATION OF EROSION

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

J a n

P

M id a

D A .d g n

U

S S u r ft

4850 4850

4855 4855

48654865

4865 4865

4855 4855

4860 4860

48654865

48754875

S P 14

S P

S P

S P

S P

T W F

W F

W V

W V

W

VW

V

W V

W

D I

.4

I N

F O

R M

A T I O

N

° 8 .3 ft

" P

IN

E

S

PS

P

S P

S P

S P

S P

S P

S P

S P

S P

S P

S P

S P

S P

S

PS

PS

PS

P

S P

S

PS

P

S P

S P

S P

S P

S P

S P

S P

T

T

W V

W V

W V

W V

W V

W V

W V

W V

W V

W V

W V

W V

W

I N

F O

R M

A T I O

N

.1 ft

" P

IN

E ° 6

.1 ft

U T

ILIT

Y

P E D E S T A L

U T

ILIT

Y

P E D E S T A L

W A T E R

W A T E R

W A T E R

S T O P

U T

ILIT

Y

P E D E S T A L

U T

ILIT

Y

P E D E S T A L

U T

ILIT

Y

P E D E S T A L

U T

ILIT

Y

P E D E S T A L

U T

ILIT

Y

P E D E S T A L

U T

ILIT

Y

P E D E S T A L

U P T

D I

TEMPORARY TRAFFIC CONTROL

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

J a n

A

M id a

D B .d g n

U

S S u r ft

D

LAKESHORE DRIVE

200'100'0

Scale in Feet

D U

F F E

R S L

A N

E

P A

R D

R I V

E

LAKESHORE DRIVE

200'100'0

Scale in Feet

F.2

NOTE:NOTES:

BMPs are not to scale.

of the clearing limits.

limits. Do not disturb natural vegetation outside

Soil disturbance will occur within the clearing

2.

1.

LEGEND

PLAN

EROSION CONTROL

Wetlands

Wetlands

Wetlands

Wetlands

Install Inlet Protection

Install Check Dam

Install Inlet Protection

Install Check Dam

Install Inlet Protection

Install Inlet Protection Install Inlet Protection

Install Inlet Protection

Install Inlet Protection

Install Check Dam

Install Check Dam Install Check Dam

Protection

Install Inlet

Install Check Dam

Install Check Dam

Install Inlet Protection

Protection

Install Inlet

Install Check Dam

Install Check Dam

Install Inlet Protection

Slope Stake Limits

Slope Stake Limits

Slope Stake Limits

Slope Stake Limits

Wetlands

Back of Curb

Back of Curb

Edge of Pavement

Back of Curb

Back of Curb

E = 2543980.98

N = 1036030.16

10+00.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

BEGIN PROJECT

E = 2545362.57

N = 1037647.00

31+23.00

LAKESHORE DRIVE

ID CASCADE LS DR(1)

END PROJECT

Control

Rolled Erosion

Fiber Roll

Silt Fence

Install Inlet Protection

Install Inlet Protection

M A

T C

H L I N

E

M A

T C

H L I N

E

Install Check Dam

F.3

SILT FENCE

157-1

STANDARD APPROVED FOR USE 6/2007

REVISED: 3/2014

POST AND GEOTEXTILE INSTALLATION DETAIL

Flow

Support mesh

Backfilled and compacted soil

Steel or wood post

Geotextile

Varies

Varies fo r s p a c in g

S e e n o te

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Limits of clearing

PLAN

ELEVATION

(undisturbed)

Existing ground

NOTE:

the ends.

silt fence upgrade to prevent water from running around

Install silt fence along ground contours. Curve ends of does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions only

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the end of the silt fence prevent water from flowing

Provide sufficient length to

Flow

See Note 4 for spacing

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.4.

3.

2.

1.

min.

4"

6" min. trench m in m in m in

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

PROJECT

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

J a n

A

M id a

D C .d g n

U

S S u r ft

F.4

157-2

REVISED: 3/2014

INLET PROTECTION

TEMPORARY

SILT FENCE DROP INLET PROTECTION (TYPE A)

below ground line

Bury geotextile to a

Geotextile

Frame

Drop inlet with grate

Gather excess at corners

DROP INLET PROTECTION (TYPE B)

GRAVEL AND WIRE MESH

water

Filtered

Extend mesh

Wire mesh

Gravel filter

Sediment laden runoff

Accumulated sediment

NOTE:

4.

3.

2.

1.

cause inconvenience or damage.

Do not use where ponding around the structure might heavy concentrated flows are not expected.

Use type B inlet protection only in sump locations where

Use type A inlet protection in sump locations only.

BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)

WOODEN WEIR (TYPE E)

CURB INLET PROTECTION,

SECTION A-A

SECTION C-C

alternate weight

Sand bag or

Wire mesh Concrete block

Wire mesh

Wire mesh

Wire mesh

Drop inlet with grate

Overflow water

Filtered

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Concrete block

Gravel filter

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Curb inlet

Sandbag (typ.)

Wire mesh entire opening length)

Gravel (extends across

Wire mesh

Gravel filter

Overflow

C

C

B

B

A A

Gravel filter to retain concrete blocks

Emergency overflow

BLOCK AND GRAVEL (TYPE D)

CURB INLET PROTECTION,

SECTION B-B

For gravel filters use 2"- 3" diameter coarse aggregate.

" openings.2 1" x 2

1Use wire mesh with m in min.

18" m a x

12" 18"

2'-0"

12" min.

2"

2" x 4" wood frame depth of 8" (min.)

2" x 2" wood frame

12" (typ.)

2" x 4" wood stud, used

2" x 4" anchor (typ.)

2" x 4" spacer (typ.)

2" x 4" weir

6'

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

J a n

A

M id a

D D .d g n

U

S S u r ft

F.5

157-6

STANDARD APPROVED FOR USE 6/2007

CHECK DAM

S (ft)

V DITCH

CROSS SECTION

Class 1 riprap

TRAPEZOIDAL DITCH

CROSS SECTION

Class 1 riprap

(S)

CHECK DAM SPACING

DITCH

PROFILE VIEW

1V:1.2H (typ.)

Ponded water

Class 1 riprap

:2 ty p.

DITCH GRADE (G)

SPACING

CHECK DAM

6%

5%

4%

3%

2%

2% or above 6% ditch grades.

* Do not use Check Dams below

(G)

GRADE

DITCH*

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

J a n

A

M id a

D E .d g n

U

S S u r ft

F.6

157-21

STANDARD APPROVED FOR USE 10/2014

REVISED: 8/2014

FIBER ROLL

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

J a n

A

M id a

D F .d g n

U

S S u r ft

D

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

Spacing Slope

STAKES REQUIRED

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

F.7

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

FLOW

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

PERSPECTIVE VIEW

NOTE:

2.

1.

Se e

Not e

Pr ev ail in g wi nd

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's native soil

Compacted

See Detail A at top of slope

Anchor trench

See Detail C

Shingle splice

Toe of slope

Erosion control blanket

Compacted native soil blanket control

Erosion

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

Staple

See Detail B at toe of slope

Anchor trench 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

J a n

A

M id a

D G .d g n

U

S S u r ft

10.4 x 16

20301

-1300

20301

-1400

20301

-1900

20310

-1000

20701

-0100

25101

-2200

60103

-0100

60103

-1840

60201

-0400

60201

-0600

60401

-0000

60403

-0000

60403

-2300

60404

-0000

60501

-0000

60510

-0400

60704

-0000

60707

-0300

Station

E S T

IM

A T E D

M A X

IM

U M

C O

V E R

S T R U

C T U

R A L E

X C A V A T

IO

N

R E M

O V A L O

F I

N L E T G

R A T E

R E M

O V A L O

F I

N L E T

R E M

O V A L O

F P

IP

E C

U L V E R T

P L U

G

E X

IS

T

IN

G P

IP

E

S E P A R A T

IO

N -S

T A B

IL

IZ

A T

IO

G

O

T E X T

IL

E

C L A S S

T Y P E A

P L A C E D

R

IP

R A P

M E T H

O D

B

C L A S S

C O

N C R E T E

H E A D

W A L L F

O R

IN

C H

P

IP

E C

U L V E R T

C O

N C R E T E

H E A D

W A L L F

O R

IN

C H

E Q

U

IV

A L E N

T D

IA

M

E T

R

IP

E C

U L V E R T

-I

N C H

P

IP

E C

U L V E R T

-I

N C H

P

IP

E C

U L V E R T

M A N

H O

L E

IN

L E T

S H

A L L O

W

IN

L E T

F L H

T Y P E

B

C A T C H

B A S

IN

S T A N

D A R D

U N

D E R D

R A

IN

S Y S T E M

-I

N C H

O U

T L E T P

IP

E

C L E A N

IN

G

C U

L V E R T I

N P

L A C E

L

IN

IN

G

-I

N C H

P

IP

E C

U L V E R T

S K E W

A N

G L E

A ll o w a b le

P ip e M a te ri a l

(S e e k e y b e lo w

B E V E L S

V :n

H

B E V E L S

V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD EACH EACH LNFT LNFT EACH EACH EACH EACH LNFT LNFT EACH LNFT Lt Rt

Lakeshore Drive

10+50 Lt 1 20

10+50 to 11+96 Lt 146 0 0

10+55 Lt 2 7 5 3 1 19 1 C/P

11+00 Rt 1 4 5 3 1

11+02 Rt 9

11+02 to 31+23 Rt 1983

11+50 Lt 7

11+96 Rt 9

14+38 to 31+23 Lt 1685

15+90 Rt 1 4 5 3 1

16+03 Rt 1 4 1 C/P

16+04 Rt 16

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+00 Lt 45

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 5 3 1 21 C/P

17+56 to 18+42 Rt 5 61 84 C/P

18+00 Lt 46

18+42 Rt 2

18+42 Lt & Rt 7 12 42 2 C/P

18+42 Lt to Rt 3 21 C/P

19+00 Rt 34

22+00 Lt 20

22+62 Rt 4 39 5 3 1 1 64 1 2 2 C/P

22+93 Rt to 22+67 Lt 4 25 6 4 1 25 1 145 11° X/P

23+00 Lt 38

24+00 Lt 23

25+00 Lt 8

28+92 3 35 6 3 1 1 70 1 2 2 C/P

CUMULATIVE TOTAL 572 0 0 0 1 37 22 5 3 305 244 5 2 1 7 3814 281 1 145

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 o rk

\c h ri s m

\d m s

H .1

T a b u la ti o n o f D ra in a g e Q u a n ti ti e s .x ls x ]S h e e t

-M a r-

:1 P

M K e ll y H o o p e s

/2

C h ri s M e la n d e r

/2

D e s ig n e d b y

C h e c k e d b y

STATE PROJECT

G.1

SHEET

NUMBER

ID CASCADE LS DR(1)ID

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

10.4 x 16

20301

-1300

20301

-1400

20301

-1900

20310

-1000

20701

-0100

25101

-2200

60103

-0100

60103

-1840

60201

-0400

60201

-0600

60401

-0000

60403

-0000

60403

-2300

60404

-0000

60501

-0000

60510

-0400

60704

-0000

60707

-0300

Station

E S T

IM

A T E D

M A X

IM

U M

C O

V E R

S T R U

C T U

R A L E

X C A V A T

IO

N

R E M

O V A L O

F I

N L E T G

R A T E

R E M

O V A L O

F I

N L E T

R E M

O V A L O

F P

IP

E C

U L V E R T

P L U

G

E X

IS

T

IN

G P

IP

E

S E P A R A T

IO

N -S

T A B

IL

IZ

A T

IO

G

O

T E X T

IL

E

C L A S S

T Y P E A

P L A C E D

R

IP

R A P

M E T H

O D

B

C L A S S

C O

N C R E T E

H E A D

W A L L F

O R

IN

C H

P

IP

E C

U L V E R T

C O

N C R E T E

H E A D

W A L L F

O R

IN

C H

E Q

U

IV

A L E N

T D

IA

M

E T

IP

E C

U L V E R T

-I

N C H

P

IP

E C

U L V E R T

-I

N C H

P

IP

E C

U L V E R T

M A N

H O

L E

IN

L E T

S H

A L L O

W

IN

L E T

F L H

T Y P E

B

C A T C H

B A S

IN

S T A N

D A R D

U N

D E R D

R

Y S T E M

-I

N C H

O U

T L E T P

IP

E

C L E A N

IN

G

C U

L V E R T I

N P

L A C E

L

IN

IN

G

-I

N C H

P

IP

E C

U L V E R T

S K E W

A N

G L E

A ll o w a b le

P ip e M a te ri a l

(S e e k e y b e lo w

B E V E L S

V :n

H

B E V E L S

V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD EACH EACH LNFT LNFT EACH EACH EACH EACH LNFT LNFT EACH LNFT Lt Rt

PREVIOUS SHEET: 572 1 37 22 5 3 305 244 5 2 1 7 3814 281 1 145

29+44 Rt to 29+64 Lt 4 15 6 4 1 15 1 113 11° X/P

30+00 42 0 0

30+10 Lt 10 13 1 1 1

Duffers Lane

200+18 Lt to 200+36 Rt 3 1 1V:2H1V:2H

200+24 Lt to 200+42 Rt 4 39 63 16° 14' 24" C/P

Par Drive

300+40 to 302+05 Lt 4 157 157 C/P

300+46 5 3 1

302+05 Lt 1 4 1

302+05 Lt to 302+38 Rt 2 26 39 C/P

302+38 Rt 2 3 1

302+39 to 303+19 Rt 3 42 84

PROJECT TOTAL 871 1 1 2 1 48 29 6 3 452 455 6 3 1 8 3814 323 2 258

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 o rk

\c h ri s m

\d m s

H .1

T a b u la ti o n o f D ra in a g e Q u a n ti ti e s .x ls x ]S h e e t (2

-M a r-

:1 P

M K e ll y H o o p e s

/2

C h ri s M e la n d e r

/2

D e s ig n e d b y

C h e c k e d b y

STATE PROJECT

G.2

SHEET

NUMBER

ID CASCADE LS DR(1)ID

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

SP

SP

SP

T

WVWV

C

M

SHEET

ID ID CASCADE LS DR(1)

J a n

A

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

V O

U T

.9

(W

G R

A

TE

7.

C B (W

TA

0+ .0

0, .0

R

T

IN

-2

80'40'0

Scale in Feet

G.3

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 = 25.26%

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

12" Pipe Culvert Install 19 LNFT

Toe of Slope

Match Existing Ground at

Approx. Elev. = 4849.19

Outlet, 10+55.00, 37.13' LT

NOTE:

See "J" Sheets for utility information.1.

PLAN AND PROFILE

10+55.00

STORM DRAIN

LAKESHORE DRIVE

Sheet G.17 See Protective Apron Details, Install Riprap, Method B, Class 2, Sheet G.19 See Catch Basin Details, 10+55, 18.5' LT

Install Catch Basin

Sheet G.17

See Protective Apron Details, Install Riprap, Method B, Class 2, Sheet G.18

See Shallow Inlet Details, 11+00.00, 13.50' RT

Install Inlet, Shallow, Riprap

Headwall

Sheet G.12 See Standard 601-4, 10+55.00, 37.13' LT

Pipe Culvert for 12" Equivalent Diameter Install Concrete Headwall

S P

S P

S P

S P

S P

T

W V

W V

12" CMP

SHEET

ID ID CASCADE LS DR(1)

J a n

A

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

G.4

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

S = 4.21%

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

NOTE:

See "J" Sheets for utility information.1.

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)

J a n

A

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

G.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 = 2.04%

L = 26 LNFT

12 Inch

P 0-1

Water Line

Depth of

Approximate

Gravity Sewer

Depth of

Approximate

12" Pipe Culvert

Install 42 LNFT

12" Pipe Culvert

Install 84 LNFT

P 0-2

P

12" Pipe Culvert

Install 26 LNFT

P 0-1

Existing Water Line

Existing Sewer Line 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

.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

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

.8

.9

R T

L a k e s h o r e D r iv e

.0

.0

R T

M H

NOTE:

See "J" Sheets for utility information.1.

Sheet G.19

See Catch Basin Details, 18+42.00, 25.00' RT, Install Catch Basin

Sheet G.19

See Catch Basin Details, 18+42.00, 18.50' LT, Install Catch Basin

Sheet G.16

See Standard 604-8, 16+03.00, 35.00' RT, Install Inlet, FLH Type 7B

Sheet G.17

See Protective Apron Details, Install Riprap, Mthod B, Class 2, Sheet G.18

See Shallow Inlet Details, 15+90.04, 18.50' RT, Install Inlet, Shallow

S T O P

UP

T

SHEET

ID ID CASCADE LS DR(1)

J a n

A

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

G.6

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

Install Inlet, Type 7B

Existing R/W

Water Line

Depth of

Approximate

Gravity Sewer

Depth of

Approximate

P 0-24

P -5

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

18" Pipe Culvert

Install 21 LNFT

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 = 1.95%

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 = 2.31%

L = 78 LNFT

18 Inch

P 0-28

S = 2.00%

L = 21 LNFT

18 Inch

P 0-19

Plug Existing Pipe

Connect to Inlet IN 0-10

Existing Pipe Culvert

IN 0-3A

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

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

.8

.9

R T

L a k e s h o r e D r iv e

.0

.0

R

T

M H

NOTE:

See "J" Sheets for utility information.1.

12.83' RT

303+18.88, 33.93' RT

302+42.66, Inv. Elev. 4867.00

I n v

O u t

.0

W

G r a te

.7

.8

.8

R T

I N

A

IN 0-10A

Telephone Line

Depth of

Approximate

Power Line

Depth of

Approximate

Riprap

Headwall

See Manhole Details, Sheet G.20

17+56.00, 42.00' LT

Install Manhole

See Manhole Details,…