B08_-_Drawings_-_Green_Lake_Paving_update_4.pdf

Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

Construction Plans

Erosion and Sediment Control Narrative

Pavement Marking and Signing Plans

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.54 miles

ADT (2019)

ADT (2039)

DHV

%Truck

D

V (MPH)

15 VPH

50/50

1%

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max) 8%

C/A None

<100

<100

RECONSTRUCTION OF ROADS AND PARKING LOTS

PROJECT FW GREE 10(1), 100(1)FW GREE 10(1), 100(1)

PROJECT

miscellaneous work.

removing and replacing inlets, culvert cleaning, and other aggregate base, placing asphalt pavement, subgrade

SCALE IN MILES

0 2.5 5

Know what'sbelow.

before you dig.Call

R

U.S. Department of Transportation

Administration

Federal Highway

SHEET

NO

A01

A02-A03

A04

B01-B04

C01

D01-D03

M02-M05

P01-P03 and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

U.S. DEPARTMENT OF THE INTERIOR

U.S. FISH AND WILDLIFE SERVICE

FISH HATCHERY

GREEN LAKE NATIONAL

BRIDGE:

ROAD:

90' ±

SURFACE BASE

4"

ROAD: WIDTH

24' ±

14' ±

SURFACE BASE

6"

6"

N/A

N/A

SUBGRADE

4"

4" 6" N/A

N/A

Route 904

Route 903

Route 902

Route 901

Route 900

Route 100

Route 010

SEPTEMBER 2022

Project Manager

Jatinder Bains

Lead Designer

Chris Burnell

Highway Design Manager

Rashad Miller

HANCOCK COUNTY, MAINE

BANGOR

WATERVILLE

PORTSMOUTH

PORTLAND

CALAIS

HOULTON

Q U

E B E C

M A

IN

E

M A

IN

E

BAR HARBOR

AUGUSTA

N E

W H

A M

P S

H I R

E

50 1000

SCALE IN MILES

STATE OF MAINE

KEY MAP

INTERSTATE

INTERSTATE

INTERSTATE

N

N E

W B

R U

N S

W I C

K

1.49

B Route 902

Hatchery Parking 21,410 0.37

35' ± 6" N/A4"

LANE MILES:

N/A

N/A

N/A

N/A

N/A

N/A

N/A

PROJECT FW GREE 10(1), 100(1)

(Miles) (Sqft)

N/A

N/A

N/A

N/A

N/A

N/A

N/A

4"40' ± 6" N/A

4"20' ± 6" N/A

4"12' ± 6" N/A

B

B

B

B

A/C

A

Schedule Description Length Area Lane Miles RIP Milepost/

Cycle#

Hatchery Entrance Road Route 010/010BZ

Hatchery Access Loop Route 100

Route 903 Hatchery Parking North

Route 904 Entrance Parking

Route 901 Hatchery Overflow Parking

Route 900 Hatchery Parking

0.26

0.28

11,323

4,503

2,020

1,000

0.52

0.28

0.19

0.08

0.03

0.02

M01

Erosion and Sediment Control Plans

N

E01-E04 Parking Area Plans

S01-S20 Standards And Details

C02-C06 Summaries and Schedules

K01-K02 Drainage Profiles

A05 Survey Information

A06 Alignment Data

SAMMS No. 2019324001

:2

A

M

M a r c h

B a s e .B

.U S

G

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

ME FW GREE 10(1), 100(1) A01

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 original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MP

ML

monument minimum maximum mile post main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SC

SADT

S

NMSA

NC

N

OG

OD

o. to o.

ohwm

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius 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 sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

sqyd sqft typ.

Ts

TS

thd.

TBM

T.

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

VPI

vph

V vertical point of intersection vehicles per hour design speed

W west

1 6

1 6

SEC.

SEC.

0.00EL. E

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

SYMBOLS AND ABBREVIATIONS

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CO

CMP

CL

cc or c. to c.

brg.

br.

BP

BM

BK

appr.

AH

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point benck mark back approach ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elev.

e

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

HW

hex.

hdwl.

ID

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

:3

P

J u ly

S

H E

E T fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \A

-A

F W

G

R E

E

(1

(1 s y m

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) A02

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

SYMBOLS AND ABBREVIATIONS

GACP Gyratory Asphalt Concrete Pavement

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

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, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Storm Drain

Sheet 2 of 2

:0

J u ly

S H

E E

T fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \A

-A

F W

G

R E

E

(1

(1 s y m .d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) A03

NOTES:

Entrance Road.

closure with flaggers at Hatchery

2. See Detail ET 635-6 for single lane

Entrance Road and Moore Road.

layout at the intersection of Hatchery

See Detail ET 635-10 for shoulder closure 1.

LOCATION MAP

NO SCALE

.7 m ile s to L a k e w o o d

E ll s w o rt h F a ll s

.3 m il e s t o

E: -68.435159

N: 44.624322

FW GREE 10(1), 100(1)

PROJECT

:3

J u ly

A

L o c a ti o n M a p

D r a w in g fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\A -F

W G

R E

E (1

(1 lo c .d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) A04

TBAR

192060EMERA

HATCHERY WAY

192059EMERA

PP

SJITR1535-5SYP-P

PP

TBAR

VISITORS WELCOME

YOU

MAY S

EE

WIL

DLIF

E

SP

VISITOR ELW

TBAR

20.8'x8" CMP

FOR POLLUTION CONTROL

SETTLING POND

AND LOADING FACILITIES

SORTING POOLS

PK

6"

PK

6"

RESERVED PARKING

6"

NAIL

AUTHORIZED VEHICLE ONLY

E le v .6

AUTHORIZED VEHILE

RESERVED PARKING

16"Ø

24"Ø

24"Ø

.1

.0 7'

64.62' .9

A z.

3.

A z.1

.9

Az.104.93°

A z .1 .4

3.6

8'

44.58'

.8

.4

Az.

0.7 3°

A z .2

.3

Az.83.3 4°

A z .2

.1

27.25'

47.91'

24.96'

.1

A z .1

.3

Az.111.61°

Az.272.83°

Az.103.73°

146.66'

.8

.9

.5

A z.

.8

A z .1

.2

A z .1

.0

Az.273.2°

.2

.5

15.43' Az.302.16°

A z .2

.7

A z .1

.3

40.7 4'

.1

62.17'

.3

A z .1

.6

Az.2 57.1

2°

A z .3

.0

Az.106.81°

.6

.3

26.03'

.0 5'

.9

A z .2

.7

A z .3

.7

Az .2 .8 4°

Az.270.51°

A z .3

.0

.3 2'

86.05'

122.86'

108.45'

.1

.0

.6

A z .1

A z .3

.2

Az.107.53°

Az.94.64°

Az .6 4.

Az.124.24°

A z.

.9

4"Ø

263.32'

263.32'

.7

A z .2

.4

Az.284.92°

.3

A z .3

.0

Az.104.92°

.1

.7

.1

A z .2

.7

A z .0 .7

To Nail 3009 ->

<- To Nail 3008

A z .1

.7

N

100.89'

Az.268.56°

NN

NN

N

N

NN

N

.9 'x

C

M P

.9 'x

C

M P

.2 'x " C

M P

E le v .0

.8 'x

R

C P

.5 'x

R

C P

49.3'x36" RCP

Elev. 115.63'

49.3'x36" RCP

Elev. 115.63'

'x

C

M P

'x

C

U.S. DEPARTMENT OF TRANSPORTATION

SURVEY INFORMATION

GREEN LAKE NATIONAL FISH HATCHERY

PK123.1321000161.854348915.1764000

PK117.0061000311.320348477.6283009

NAIL122.4381000056.934348545.4333008

PK122.7211000086.292348682.0893007

PK126.262999969.187348719.0783006

PK129.6851000117.902349210.4663005

TBAR120.4391000326.361349143.9713004

TBAR115.3231000463.562348984.5883003

TBAR111.8731000653.684348959.0933002

TBAR111.0641000886.447349057.4683001

TBAR111.5681001116.938349059.3253000

TYPEELEV.EASTINGNORTHINGNAME

PROJECT CONTROL POINTS

Project Site : FW GREE10(1), 100(1)

Geoid Model : GEIOD 18

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1983 (Conus)

Zone : Maine East 1801

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

:2

M a r c h

B a s e .B

G

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) A05

ALIGNMENT DATA

:3

M a y

D e f a u lt fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\A rc h iv e \D

-D

F

W G

R E

E (1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) A06

Proposed pavement structureExisting pavement structure

Stabilization (Cement)

12" depth, Subgrade

Grading C or D

6" depth Aggregate Base

Existing

Match

Existing

Match

Tack Coat

CL

Limit of disturbance aggregate base course Variable Depth

Existing 3" ACP

Travel Lane

12' 2'

Hatchery Entrance Road (Route 010)

2'

10" depth, Roadway Excavation

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

TYPICAL SECTIONS

ROUTE 010 AND 010BZ

HATCHERY ENTRANCE ROAD

Ground

Existing

Travel Lane

12'

Proposed pavement structureExisting pavement structure

Grading C or D

6" depth Aggregate Base

Tack Coat

CL

Limit of disturbance aggregate base course Variable Depth

Existing 3" ACP

Travel Lane

16' 2'

Hatchery Entrance Road (Route 010BZ)

2'

10" depth, Roadway Excavation

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, Ground

Existing

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, 2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL

Turf Establishment

Aggregate-Topsoil Course (typ.)

Existing

Match

Existing

Match

Existing

Match

2'

Widening

5' ±

Widening Pavement Structure

510+60 to 511+80 (Route 010BZ)

Grading C or D

6" depth Aggregate Base

Tack Coat

6" depth, Roadway Excavation

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, Granite Curb

Remove and Reset

Stabilization (Cement)

12" depth, Subgrade Stabilization (Cement)

12" depth, Subgrade

Turf Establishment

Aggregate-Topsoil Course (typ.)

Turf Establishment

Aggregate-Topsoil Course (typ.)

:3

O c to b e r

D e f a

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\B -F

W -G

R E

E (1

(1

T y p ic a l.

d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) B01

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

TYPICAL SECTIONS

ROUTE 903 AND 904

HATCHERY PARKING

11+95 To 12+84

Hatchery Parking North (Route 903)

Proposed pavement structure

6" depth, Roadway Excavation

Type IV roughness 2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, Grading C or D

6" depth Aggregate Base

Tack Coat

Entrance Parking (Route 904)

Travel Lane

12'

Widening

12' ±

Limit of disturbance

20+30 to 21+59

2' Ground

Existing

CL

(See Sheet B01)

Centerline

Route 010

10" depth, Roadway Excavation

Type IV roughness 2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, Grading C or D

6" depth Aggregate Base

Tack Coat

Travel Lane

12'

Parking Area

20' ±

Limit of disturbance

2'

Ground

Existing

CL

(See Sheet B01)

Centerline

Route 010

Existing

Match

Match Existing

Existing

Match

Match Existing

12" depth, Subgrade Stabilization (Cement)

12" depth, Subgrade Stabilization (Cement)

Turf Establishment

Aggregate-Topsoil Course (typ.)

Turf Establishment

Aggregate-Topsoil Course (typ.)

:1

A p r il

D e f a

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\B -F

W -G

R E

E (1

(1

T y p ic a l.

d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) B02

Proposed pavement structureExisting pavement structure

212+80 To 214+95

Hatchery Parking (Route 900)

Hatchery Access Loop (Route 100)

Parking Area

40' To 103' ±

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

TYPICAL SECTIONS

ROUTE 900 AND 100

HATCHERY ACCESS LOOP AND PARKING

(See typical section above)

Centerline

Route 100

CL

Existing

Match aggregate base course Variable depth

Existing 3" ACP

Building

Visitor Center

7'

NO SCALE

Limit of disturbance

Travel Lane

14' ±

Proposed pavement structureExisting pavement structure

2'

Existing

Match

Tack Coat

CL

aggregate base course Variable Depth

Existing 3" ACP

Building

Fish Hatchery

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, 10" Roadway Excavation

Ground

Existing

Grading C or D

6" depth Aggregate Base

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL

Stabilization (Cement)

12" depth, Subgrade

Turf Establishment

Aggregate-Topsoil Course (typ.)

Tack Coat

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, 10" Roadway Excavation

Grading C or D

6" depth Aggregate Base

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL

Stabilization (Cement)

12" depth, Subgrade

:4

J u ly

D e f a fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \B

-F W

-G R

E E

(1

(1

T y p ic a l.

d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) B03

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

TYPICAL SECTIONS

ROUTE 901 AND 902

HATCHERY PARKING

7'

(See Sheet B03)

Centerline

Route 100

CL

Proposed pavement structureExisting pavement structure

Grading C or D

6" depth Aggregate Base

Limit of disturbance

200+00 To 200+43

Hatchery Overflow Parking (Route 901) aggregate base course Variable depth

Existing 3" ACP

Parking Area

90' ±

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, Tack Coat

Fish raceway 10" depth, Roadway Excavation

Proposed pavement structureExisting pavement structure

Grading C or D

6" depth Aggregate Base

Tack Coat

CL

Limit of disturbance

Existing aggregate base course Variable Depth

Existing 3" ACP

Parking Area

30' To Varies 3'

Hatchery Parking (Route 902)

10" depth, Roadway Excavation

Visitor Center

NO SCALE

Existing Ground

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL

Existing

Match

Existing

Match

Existing

Match

Type IV roughness

2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL, 2" GACP, 1/2" NMSA, 0.3 to < 3.0 million ESAL

Stabilization (Cement)

12" depth, Subgrade

Stabilization (Cement)

12" depth, Subgrade

Paved Waterway, Type 5

Existing

Match existing.

to achieve positive drainage and tie into the the CO. Shape paved waterway as necessary designated by the plans or as directed by according to detail E605-01 at location Construct paved waterway, type 5

NOTE:

1'

:3

S e p te m b e r

D e f a fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \B

-F W

-G R

E E

(1

(1

T y p ic a l.

d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) B04

STATE PROJECT SHEET

NUMBER

Schedule A Schedule B Schedule C

ME FW GREE 10(1), 100(1) C01

Estimated Estimated Estimated

Quantities Quantities Quantities

Line Item Line Item Pay Item Line Item Pay Item Pay Item Description Unit Pay Item Number Pay Item Description Unit Pay lte m Description Unit No. Number No. Bid No. Number Bid

Bid

Schedule Schedule Schedule

C0200 15101-0000 MOBILIZATION LPSM ALL

A0100 15101-0000 MOBILIZATION LPSM ALL B0500 15101-0000 MOBILIZATION LPSM ALL

CONSTRUCTION SURVEY C0220 15201-0000 CONSTRUCTION SURVEY AND LPSM ALL CONSTRUCTION SURVEY AND B0520 15201-0000 LPSM ALL STAKING A0120 15201-0000 STAKING LPSM ALL AND STAKING

C0240 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL B0540 15401-0000 CONTRACTOR TESTING LPSM ALL

SOIL EROSION CONTROL, FIBER SOIL EROSION CONTROL, C0260 15706-1000 SOIL EROSION CONTROL, EACH 2 A0160 15705-1400 ROLL LNFT 500 B0560 15705-1400

FIBER ROLL

LNFT 170 INLET PROTECTION

A0180 15706-1000 SOIL EROSION CONTROL, INLET EACH 3 B0580 15706-1000 SOIL EROSION CONTROL, EACH 2 PROTECTION INLET PROTECTION C0280 20401-0000 ROADWAY EXCAVATION CUYD 400

A0200 20301-1400 REMOVAL OF INLET EACH 2 B0600 20301-2400 REMOVAL OF SIGN EACH 1 SUBGRADE STABILIZATION C0300 21301-0000 (CEMENT 12-INCH DEPTH) SQYD 1,435

A0220 20301-2400 REMOVAL OF SIGN EACH 2 REMOVAL OF PIPE B0620 20302-2100

CULVERT

LNFT 450 AGGREGATE BASE GRADING C

A0240 20302-0200 REMOVAL OF CURB LNFT 235 C0320 30101-4000 OR D TON 470

B0640 20401-0000 ROADWAY EXCAVATION CUYD 1,360

A0260 20302-2100 REMOVAL OF PIPE CUL VERT LNFT 220 SUBGRADE STABILIZATION C0340 31302-0000 AGGREGATE-TOPSOIL COURSE SQYD 160 B0660 21301-0000

I/CEMENT 12-INCH DEPTH\

SOYD 5,500

ASPHALT CONCRETE

A0280 20310-1000 PLUG, EXISTING PIPE EACH 1 B0680 25101-0200 PLACED RIPRAP, METHOD CUYD 4 PAVEMENT, GYRATORY MIX, 1/2-

A, CLASS 2 INCH NOMINAL MAXIMUM SIZE

A0300 20401-0000 ROADWAY EXCAVATION CUYD 1,380 AGGREGATE BASE C0360 40101-0600 AGGREGATE, 0.3 TO <3 MILLION TON 315

B0700 30101-4000 TON 1,800

GRADING C OR D ESAL (PG 64-22, TYPE IV

A0320 21301-0000 SUBGRADE STABILIZATION SOYD 5,000 AGGREGATE-TOPSOIL ROUGHNESS)

(CEMENT 12-INCH DEPTH) B0720 31302-0000 SQYD 210

COURSE C0380 41201-0000 TACK COAT TON 1

A0340 25101-0200

PLACED RIP RAP, METHOD A,

CUYD 4 ASPHALT CONCRETE C0400 62502-0000 TURF ESTABLISHMENT SQYD 170

CLASS 2 PAVEMENT, GYRATORY MIX,

AGGREGATE BASE GRADING C OR 1/2-INCH NOMINAL MAXIMUM C0420 63502-0600

TEMPORARY TRAFFIC

EACH 2 A0360 30101-4000

D TON 1,635 B0740 40101-0600 SIZE AGGREGATE, 0.3 TO TON 1,120 CONTROL, BARRICADE TYPE 3

A0380 31302-0000 AGGREGATE-TOPSOIL COURSE SQYD 500 <3 MILLION ESAL (PG 64-22,

TYPE IV ROUGHNESS) TEMPORARY TRAFFIC

C0440 63504-1000 CONTROL, CONSTRUCTION SQFT 40

ASPHALT CONCRETE PAVEMENT, B0760 41201-0000 TACK COAT TON 6 SIGN

GYRATORY MIX, 1/2-INCH NOMINAL

STANDARD UNDERDRAIN A0400 40101-0600 MAXMUM SIZE AGGREGATE, 0.3 TO TON 1,050 B0780 60501-0000

SYSTEM

LNFT 550

<3 MILLION ESAL (PG 64-22, TYPE

IV ROUGHNESS) B0800 60801-0500 PAVED WATERWAY, TYPE 5 SOYD 180

A0420 41201-0000 TACK COAT TON 6 B0820 60920-0000 RESET WHEELSTOP EACH 3

B0840 62502-0000 TURF ESTABLISHMENT SOYD 210

A0440 60102-0000 CONCRETE SOYD 2

SIGNS, ALUMINUM PANELS,

C

A0460 60201-0600 18-INCH PIPE CULVERT LNFT 220

B0860 63304-0900

TYPE 3 SHEETING

SOFT 3

t A0480 60403-1400 INLET, FLH TYPE 5B EACH 1 B0880 63401-1500 PAVEMENT MARKINGS, LNFT 50

,.! TYPE H, SOLID

A0500 60403-1700 INLET, FLH TYPE 6A EACH 1 PAVEMENT MARKINGS,

B0900 63405-3250 TYPE H, ACCESSIBILITY EACH 1

::; SYMBOL � A0520 60510-0800 6-INCH OUTLET PIPE (METAL) LNFT 35 TEMPORARY TRAFFIC w w B0920 63502-0600 CONTROL, BARRICADE EACH 2 "' A0540 60703-0000 CLEANING CULVERTS IN PLACE LNFT 130

CJ TYPE 3

� A0560 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 80 TEMPORARY TRAFFIC

B0940 63504-1000 CONTROL, SOFT 40

6 A0580 60910-0000 RESET CURB LNFT 200 CONSTRUCTION SIGN

A0600 62502-0000 TURF ESTABLISHMENT SOYD 480

SIGNS, ALUMINUM PANELS, TYPE 3 w

0 A0620 63304-0900 SOFT 10

;,: PAVEMENT MARKINGS, TYPE H, I A0640 63401-1500 LNFT 6,600

SOLID

A0660 63405-3250

PAVEMENT MARKINGS, TYPE H,

EACH 1 ,.! ACCESSIBILITY SYMBOL

,; � TEMPORARY TRAFFIC CONTROL, iu A0680 63502-0600 EACH 2 ::i! BARRICADE TYPE 3

* TEMPORARY TRAFFIC CONTROL,

1E A0700 63502-0700 EACH 32

.) CONE

� A0720 63504-1000 SOFT

LF

a

TEMPORARY TRAFFIC

CONTROL, CONSTRUCTION SIGN

Clean and cut the ditches along the administrative road:,:

NO, DATE BY REVISIONS U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

TABULATION OF QUANTITES

U.S. DEPARTMENT OF TRANSPORTATION

:1

J u ly

C

S h e e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \C

-C

-F

W

G R

E E

(1

(1 q ty .d n

STATE PROJECT

SHEET

ME FW GREE 10(1), 100(1) C02

STATE PROJECT

NUMBER

SHEET

SUMMARIES AND SCHEDULES

U.S. DEPARTMENT OF TRANSPORTATION

:4

O c to b e r

C

S h e

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \C

-C

-F

W

G R

E E

(1

(1 q ty .d

SHEET

ME FW GREE 10(1), 100(1) C03

STATE PROJECT

:3

J u ly

B a s e .B

E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r_

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S V

\C e ll

\F L

H -C e ll s .c e l

U.S. DEPARTMENT OF TRANSPORTATION

:5

J u ly

C

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \C

-C

-F

W

G R

E E

(1

(1 q ty .d

SHEET

ME FW GREE 10(1), 100(1) C04

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

:3

J u ly

C

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \C

-C

-F

W

G R

E E

(1

(1 q ty .d

ME FW GREE 10(1), 100(1) C05

U.S. DEPARTMENT OF TRANSPORTATION

:2

J u ly

C

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \C

-C

-F

W

G R

E E

(1

(1 q ty .d

SHEET

ME FW GREE 10(1), 100(1) C06

STATE PROJECT

NUMBER

SHEET

Elev . 99 .08'

In v.

.5 8'

Large

EBOX

DI

MHs

FO BOX

FO BOX

BIRD HOUSE

TBAR

I n v .8

C M

P

I n v .1

C

M P

TBAR

6" CLEANOUT

E le v .4

Elev. 122.61'

I n v .6

In v .0

I n v .0

'x

C

M P

'x

C

In v .9

In v .4

3"

PK

N

See E Sheets

Hatchery Parking North (Route 903)

See E sheets

Hatchery Overflow Parking (Route 901)

Route 100

Route 902, Station 100+00

Route 010, Station 10+88

Route 100, Station 215+05

Route 010, Station 12+08

Route 100, Station 200+00

Route 010, Station 14+91

BEGIN PROJECT

Begin Work Hatchery Road (Route 010)

Full Depth Reconstruction

N: 349283.08

E: 100047.70

10+00

Construction CL Edge of Pavement

Existing and Proposed 11+57

Install 66' x 18" CMP

Remove existing 66' x 18" CMP, Limit of Construction (Typ.)

See Detail E 609-01

Station 12+44 to 13+18, Install 74' of 4'' Asphalt Curb, HATCHERY ENTRANCE ROAD

10+00

Sawcutting Pavement

See Detail E604-A

11+57

Install inlet, Type 6A

Remove existing inlet, 10+00 existing asphalt ditch

Do not disturb

100+60

100+48

Fill and plug 12' x 18" CMP

Remove existing 94' x 18" CMP, 100+82

Remove existing Inlet, Type 6A

100+56

Install 98' x 18" CMP, 100+66

Install Inlet, Type 5B

See K Sheets

Method A, Class 2

Place 4 Cuyd of Loose Riprap, See E Sheets

Hatchery Parking (Route 900)

100+60

Install 32' x 6" Outlet Pipe, S47°47'34"E S70°

19'30 "E S51°29'18"E S72

°59' 45"E

1 1

In v .0

.8 'x

R C P

S I L T

E D

.9 'x

C

M P

I n v . 1

.9

.5 'x

R C P

In v .1

Elev. 105.17'

Inv.

.56'

16"Φ

Inv. 1 06.81

.9 'x

" C

M P

.2 'x

" C

M P

In v . 1

.8

110110

YOU MAY SEE

WILDLIFE

Inv. 110.44'

Inv. 110.58'

In v . 1

.6

TBAR

20.8'x8" CMP

VISITORS WELCOME

TBAR

FISH HATCHERY

NATIONAL

TBAR

GREEN LAKE NATURE TRAILS

FOR POLLUTION CONTROL

SETTLING POND

GREEN LAKE

N

19+75 41' Clean Culvert In Place, END PROJECT

End Full Depth Reconstruction N: 349087.26, 349018.16 E: 1001139.40, 1001155.65 21+92 512+06

See E Sheets Hatchery Parking (Route 904)

Route 010BZ, Station 510+00 Route 010, Station 20+09

Construction CL

Edge of Pavement Existing and Proposed

BEGIN WORK

Begin Work Hatchery Road (Route 010BZ) Full Depth Reconstruction N: 349048.62 E: 1000990.58 510+38 Reset 200' of Granite Curb

Remove 235' of Granite Curb, Limit of Construction (Typ.)

HATCHERY ENTRANCE ROAD

ROUTE 010BZ

512+06 21+92 Sawcutting Pavement

21+68 81' Clean Culvert In Place, Offset 13' RT 510+85

See B Sheets Route 010BZ 5' Widening

2.5' Radius

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

CONSTRUCTION PLANS

SCHEDULE A - ROUTE 010BZ AND 010

HATCHERY ENTRANCE ROAD SCALE IN FEET

0 25 50

S T A . 1

M A T

C H L

IN

E

S T A

M A T C

H L

IN

E

N70°38' 29"E

N79°34'06"E

7 1 8 1

9 20 21 22

S79°33'06"E

:0

S e p te m b e r

E n tr a n c e R o a d -D fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \D

-D

F W

G

R E

E

(1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) D01

E 100

Inv. 113.36

Inv. 117.84'

I n v .1

.6

.3 'x

R

C P

222.7'x36" RCP

E le v . 1

.8

E le v . 1

.2

Inv. 118.39'

In v . 1

.3

T B

A R

C

L E

A N

O U

T

Elev. 1 22.42

N A I L

. 1

.0

' Inv. 124.07'

66'x18" CMP

'x

C

F lo w e r B e d s

In v . 1

.9

6" Pine

O F F I C

E

N A

T I O

N A

L F I S

H H

A T

C H

E R

Y

G R

E E

N L

A

24" Pine

6" Pine

4" Pine

NATIONAL FISH HATCHERY

GREEN LAKE HATCH

0 130

D u m p s te r

N

Route 100, Station 209+84

Route 902, Station 106+33

See E Sheets

Hatchery Parking (Route 900)

Route 100, Station: 215+05

Route 010, Station: 12+08

END WORK

End Full Depth Reconstruction

N: 349172.96

E: 1000224.86

214+92

Edge of Pavement

Existing and Proposed

Limit of Construction (Typ.)

ROUTE 100

Begin Full Depth Reconstruction - Schedule A

End Full Depth Reconstruction - Schedule C

208+50

BEGIN WORK

See Detail E615-01

Replace 3' x 4' Concrete Sidewalk

See E Sheets

Hatchery Parking North (Route 903)

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

CONSTRUCTION PLANS

SCHEDULE A - ROUTE 100

HATCHERY ACCESS LOOP SCALE IN FEET

0 25 50

STA. 207+60

MATCHLINE

S '3

E

S14°51 '28"W

S04°04'26"WS13°12'5

9"W

S '5

E

S '5

E

N '4

W

N15°15'47"E

N18°33'58"E

N15°03'05"E

:4

J u ly

R o u te

D fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\D -D

F

W G

R E

E (1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) D02

le v .0

223.4'x36" RCP

Inv. 101.06'

Inv. 108.72'

284.12'x18" CMP

Inv. 112.63' El ev . 1

.0 6'

F O

R P

O L L

U T

IO

N C

O N

T R

O L

S E

T T L

IN

G P

O

D

R

D H

O U

S E

B I R

D H

O U

S E

P O

S T

303.62'x24" CMP

Inv. 114.72'

In v .7

B I R

D H

O U

S E

T B

R

D L

O A

D I N

G F

A C I L I T I E S

S O

R T I N

G P

O O

IR

D H

O U

P K

.7

'x

C

M P

N

See E Sheets

Hatchery Overflow Parking (Route 901)

Edge of Pavement

Existing and Proposed

Route 100, Station 200+00

Route 010, Station 14+91

Hatchery Access Loop (Route 100)

Full Depth Reconstruction

N: 349015.73

E: 1000458.89

200+11

BEGIN WORK

Limit of Construction (Typ.)

ROUTE

Offset 20.40' LT

202+23

Offset 20.33' LT

200+95

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

CONSTRUCTION PLANS

SCHEDULE C - ROUTE 100

HATCHERY ACCESS LOOP SCALE IN FEET

0 25 50

STA. 2

07+

60MATCHLIN

E

S '1

E

S '4

E

S15 °09 '27

"W

N '4

W

:3

M a y

R o u te

D

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \D

-D

F W

G

R E

E

(1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) D03

E 1 v . 1

.8

Inv. 118.39'

T B

A R

C

L E

A N

O U

T

Elev . 12

2.4

E le v . 1

.6

In v . 1

.0

' Inv. 124.07'

66'x18" CMP

'x " C

. 1

.9

Inv. 125.41'

_GREEN LAKE HATCH

P K

V E

H

IC

L E O

N L Y

A U

T H

O R

IZ

E D

N

See Typical Sections

Hatchery Parking (Route 900)

See Typical Sections

Hatchery Parking North (Route 903)

Offset 30.55' LT

11+96

Offset 31.75' LT

12+77

ROUTE 902

ROUTE 100

Reset 3 Wheelstops

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

PARKING AREA PLANS

SCHEDULE B - ROUTE 900

HATCHERY PARKING AND HATCHERY PARKING NORTH SCALE IN FEET

0 25 50

S '3

E

S '3

E

S14°51'28"W

N15°03'05"E

:3

M a y

E

P la n

S h e t]

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \E

-E

F W

G

R E

E

(1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) E01

.08'

.4 'x

R

C P

FOR P

OLLUTIO

N C

ONTROL

SETTL

ING P

OND

BIRD HOUSE

BIRD HOUSE

POST1

TBAR

AND LO

ADING FA

CILIT

IESSORTING POOLS

See Typical Sections

Hatchery Overflow Parking (Route 901)

HATCHERY ENTRANCE ROAD

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

PARKING AREA PLANS

SCHEDULE B - ROUTE 901

HATCHERY OVERFLOW PARKING SCALE IN FEET

0 25 50

S51°29'18"E S72° 59'4

5"E

14.5

:4

M a y

E

S h e

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

D \E

-E

F W

G

R E

E

(1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) E02

L T

E D

.9 'x

C

M P

I n v . 1

.9

Inv.

.56'

16"Φ

Inv. 1 06.81

.9 'x

" C

M P

.2 'x

" C

M P

In v . 1

.8

In v . 1

.2

In v . 1

.6

TBAR

VISITORS WELCOME

TBAR

FISH HATCHERY

NATIONAL

GREEN LAKE NATURE TRAILS

GREEN LAKE

HATCHERY WAY

N

See Typical Sections Hatchery Entrance Parking (Route 904)

Offset 21' LT 20+48

Offset 21' LT 21+49

Offset 13' RT 510+85

ROUTE 010BZ

HATCHERY ENTRANCE ROAD

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

PARKING AREA PLANS

SCHEDULE B - ROUTE 904

HATCHERY ENTRANCE PARKING SCALE IN FEET

0 25 50

N79°34'06"E

20 21 225

S79°33'06"E

:5

M a y

E

S h e

P

R O

J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\E -E

F

W G

R E

E (1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) E03

E 1000200

Inv.

.84'

I n v .1

.6

.3 'x

R

C P

222.

7'x3

6" R

CP

E le v .8

E le v .2

Inv.

.39'

In v .3

Elev. 122.42

E le v.

.6

.0

Inv. 1 24.03

Inv . 12

4.0 7'

66'x 18"

CMP

'x

C

M P

F lo w e r B e d s

In v .9

6" P ine

O F F I C

E

N A

T I O

N A

L F I S

H H

A T

C H

E R

Y

G R

E E

N L

A K

E

Inv.

125.

41'

24" Pi ne

6" Pin e

4" Pine

24" P ine

6" Pin

NATIONAL FIS

H HATCHERY

P K

D u m p s te r

N

Route 902, Station 100+00

Route 010, Station 10+88

BEGIN WORK

Hatchery Parking (Route 902)

Full Depth Reconstruction

N: 349221.22

E: 1000113.43

100+10

See Detail E605-01

Station 100+66 to 105+60

Install 4" Underdrain Pipe

Limit of Construction (Typ.)

See Typical Section and Detail E608-05

Station 100+66 to 105+60

Install Paved Waterway, Type 5

Station 100+86 to 105+06

Remove Existing 420' x 12" CMP

Station 105+60

4" Underdrain Outfall

ROUTE 902

Route 902, Station 106+33

Route 100, Station 209+84

END WORK

End Full Depth Reconstruction

N: 348686.64

E: 1000075.04

106+33

See Detail E251-01

Station 105+60

Method A, Class 2

Place 4 Cuyd of Riprap

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

PARKING AREA PLANS

SCHEDULE B - PARKING 902

HATCHERY PARKINGSCALE IN FEET

0 20 40

3.

2.

1.

Place riprap at the outlet of underdrains.

Daylight underdrains at inlets or on downslopes, as directed by CO.

NOTES:

S '3 "E

S '3

E

S14°51'28"W

S04°04'26"W S13°12'59"W

S '5

E

S '5

E

N15°1 5'47

"E

N18° 33'

58" E

N15°0 3'05

"E

:1

O c to b e r

U P

D A

T E

D E

U

P D

A T

E D

E

S h e

P R

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C T

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STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) E04

11+57

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50

110 110

120 120

130 130

127.22 Des Grade =

18-Inch x 66 Foot Culvert

Existing Ground Surface and ET602-3

See Details E602-01

Install 18" CMP Culvert

Offset 12'

Elevation 122.00'

11+57

Proposed Invert Inlet

Offset 52'

Elevation 121.60'

11+57

Proposed Invert Outlet

See Detail E604-A

Elevation 122.00'

Install Inlet, Type 6A

See Detail E251-02

Method A, Class 2

Proposed Loose Riprap

Elev. 127.00'

U.S. DEPARTMENT OF TRANSPORTATION

HATCHERY ENTRANCE ROAD

GREEN LAKE NATIONAL FISH HATCHERY

DRAINAGE PROFILES

STA. 11+57

Existing

Match

Existing

Match

Slope 0.7%

:4

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E n tr a n c e R o a d

.6

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

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-G R

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G e o m e tr y

.d g

FW GREE 10(1), 100(1) K01

ME

Des Grade =128.27

18-Inch x 98 Foot Culvert

100+56

-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30

120 120

130 130

Offset 77'

Elevation 123.50'

100+22

Proposed Invert Outlet

See Detail E604-A

Elevation 122.00'

Install Inlet, Type 6A and ET602-3

See Detail E602-01

Install 18" CMP Culvert Offset 20'

Elevation 124.00'

100+66

Proposed Invert Inlet

See Detail E604-04

Proposed Inlet, Type 5B

Existing Ground Surface

Elev. 127.00

100+60

Proposed 6" Oulet Pipe

Elev. 127.55

100+71

Proposed 4" Under Drain Pipe

U.S. DEPARTMENT OF TRANSPORTATION

ROUTE 902

GREEN LAKE NATIONAL FISH HATCHERY

DRAINAGE PROFILES

STA. 100+56

Slope 0.9%

Existing

Match

Existing

Match

:2

S e p te m b e r

W e s tR o a d

.4

S h e

P R

O J E

C T

S

F W

S \G

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\C A

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G e o m e tr y .d g

FW GREE 10(1), 100(1) K02

ME

construction limits.

does not leave the project site. Perimeter controls include fiber roll and other specified measures outside the

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.

General Guidelines

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges to construction is 0.95. The Runoff Coefficient after construction will be 0.95.

No new impervious surface will be created by the reconstructed roadway. The Runoff Coefficient prior

Lake and Graham Lake.

The total disturbed area for the project is approximately 2 acres. The receiving water are Green

Soil disturbing activities include turf establishment and aggregate-topsoil course.

culvert cleaning, and other miscellaneous work.

subgrade stabilization with cement, removing and replacing culvert, removing and replacing inlet, This project consists of full depth reconstruction, placing aggregate base, placing asphalt pavement, Project Description

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

and remove sediment prior to entering a storm drain inlet.

Inlet protection - Inlet protection consists of permeable barriers installed around an inlet to filter runoff vegetation can provide long-term stabilization.

Fiber Roll - Fiber roll is placed as shown on the plan to trap sediment and moisture on slopes until end of the day.

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas

Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide fiber roll around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.

and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade

Install inlet protection prior to diverting water through inlets.

runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days culverts as called out in the Erosion and Sediment Control plans.

Apply intermediate controls during rough grading operations. Install fiber roll in areas surrounding the

Phase II Intermediate Controls

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

CONTROL NARRATIVE

EROSION AND SEDIMENT

:0 a rc h

M

P R

O J E

C T

S

F W

S \G

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ME FW GREE 10(1), 100(1) M01

.08'

.4 'x

R

C P

In v.

.5 8'

FOR P

OLLUTIO

N C

ONTROL

SETTL

ING P

OND

BIRD HOUSE

TBAR

AND LO

ADING FA

CILIT

IESSORTING POOLS

I n v .8

C M

P

I n v .1

C

M P

TBAR

6" CLEANOUT

E le v .4

Elev. 122.61'

I n v .6

In v .0

I n v .0

'x

C

M P

'x

C

.9

In v .4

3"

PK

VEHICLE ONLY

AUTHORIZED

N

See Detail E157-04

Install 30' of Fiber roll

See Detail E157-04

Install 30' of Fiber roll

Limit of Disturbance (Typ.)

See Detail E157-04

11+57

Install Temporary Inlet Protection

See Detail E157-04

Install 38' of Fiber roll

S47°47'34"E S70°

19'30 "E S51°29'18"E S72

°59' 45"E

1 1

In v .0

.8 'x

R C P

S I L T

E D

.9 'x

C

M P

I n v . 1

.9

.5 'x

R C P

In v .1

Elev. 105.17'

Inv.

.56'

16"Φ

Inv. 1 06.81

.9 'x

" C

M P

.2 'x

" C

M P

In v . 1

.8

110110

YOU MAY SEE

WILDLIFE

Inv. 110.44'

Inv. 110.58'

In v . 1

.6

TBAR

20.8'x8" CMP

VISITORS WELCOME

TBAR

FISH HATCHERY

NATIONAL

TBAR

GREEN LAKE NATURE TRAILS

FOR POLLUTION CONTROL

SETTLING POND

GREEN LAKE

N

Limit of Disturbance (Typ.)

See Detail E157-04 Install 290' of Fiber Roll

See Detail E157-04 Install 126' of Fiber Roll

See Detail E157-04 Install 108' of Fiber Roll

See Detail E157-04 511+77 Install Temporary Inlet Protection

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

PLANS

EROSION AND SEDIMENT CONTROL

HATCHERY ENTRANCE ROAD AND PARKINGSCALE IN FEET

0 25 50

S T A . 1

M A T

C H

L

IN

E

S T A

M A T C

H L

IN

E

S72°59'45"E

N70°38' 29"E

N79°34'06"E

7 1 8 1

9 20 21 22

S79°33'06"E

:5

M a y

R o u te

M

S h e

P R

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C T

S

F W

S \G

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(1

(1

E S

C (u p d a te d d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) M02

Inv.

.36

Inv.

.84'

I n v .1

.6

.3 'x

R

C P

222.

7'x3

6" R

CP

E le v .2

In v .3

Elev. 122.42

E le v.

.6

.0

Inv. 1 24.03

Inv . 12

4.0 7'

66'x 18"

CMP

'x

C

M P

In v .9

6" P ine

420.

63'x1

2" CMP

O F F I C

E

N A

T I O

N A

L F I S

H H

A T

C H

E R

Y

G R

E E

N L

A K

E

Inv.

125.

41'

6" Pin

4" Pine

NATIONAL FIS

H HATCHERY

P K

D u m p s te r

N

See Detail E157-04

100+63

Install temporary inlet protection

Limit of Disturbance (Typ.)

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

HATCHERY PARKINGSCALE IN FEET

S '3 "E

S '3

E

S14°51'28"W

S04°04'26"W S13°12'59"W

S '5

E

S '5

E

N15°1 5'47

"E

N18° 33'

58" E

:5

M a y

R o u te

M

S h e

P R

O J E

C T

S

F W

S \G

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(1

(1

H

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D

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\C A

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\M -M

F

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S C

(u p d a te d d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) M03

v .0

223.4'x36" RCP

Inv. 101.06'

Inv. 108.72'

284.12'x18" CMP

Inv. 112.63' El ev . 1

.0 6'

F O

R P

O L L

U T

IO

N C

O N

T R

O L

S E

T T L

IN

G P

O

D

R

D H

O U

S E

B I R

D H

O U

S E

P O

S T

303.62'x24" CMP

Inv. 114.72'

In v .7

B I R

D H

O U

S E

T B

R

D L

O A

D I N

G F

A C I L I T I E S

S O

R T I N

G P

O O

IR

D H

O U

P K

.7

'x

C

M P

N

Limit of Disturbance (Typ.)

See Detail E157-04 202+62

Install Temporary Inlet Protectio n

See Detail E157-04

205+50 to 206+45

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

HATCHERY ACCESS LOOP AND OVERFLOW PARKINGSCALE IN FEET

STA. 2

07+

60MATCHLIN

E

S '1

E

S '4

E

S15 °09 '27

"W

N '4

W

:1

M a y

R o u te

M

S h e

P R

O J E

C T

S

F W

S \G

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(1

H

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D

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\C A

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\M -M

F

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(1

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S C

(u p d a te d d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) M04

Inv. 113.36

Inv. 117.84'

I n v .1

.6

.3 'x

R

C P

222.7'x36" RCP

E le v . 1

.8

E le v . 1

.2

Inv. 118.39'

In v . 1

.3

.7

'x

C

M P

T B

A R

C

L E

A N

O U

T

Elev. 1 22.42

N A

. 1

.0

' Inv. 124.07'

66'x18" CMP

'x

C lo w e r B e d s

6" Pine

O F F I C

E

N A

T I O

N A

L F I S

H H

A T

C H

E R

Y

G R

E E

N L

A

4" Pine

D u m p s te r

N

Limit of Disturbance (Typ.)

See Detail E157-04

213+58

Install Temporary Inlet Protection

See Detail E157-04

214+99

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

HATCHERY ACCESS LOOP AND PARKING

STA. 207+60

MATCHLINE

SCALE IN FEET

0 25 50

S '3

E

S13°12'5 9"W

S '5

E

S '5

E

N '4

W

N15°15'47"E

N18°33'58"E

N15°03'05"E

:1

M a y

R o u te

M

S h e

P R

O J E

C T

S

F W

S \G

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\C A

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\M -M

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(u p d a te d d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) M05

Type H, Solid (Typ.)

Place 4-inch Double Yellow Centerline Pavement Marking, BEGIN PROJECT

Begin Work Hatchery Road (Route 010)

N: 349283.08

E: 100047.70

10+00

Type H, Solid (Typ.)

Place 4-inch Solid White Pavement Marking, HATCHERY ENTRANCE ROAD

12+20 to 21+92 Rt

10+80 to 21+92 Lt

Type H, Solid (Typ.)

Place 4-inch Solid White Pavement Marking, 1 1

N

END PROJECT

N: 349087.26, 349018.16

E: 1001139.40, 1001155.65

21+92

512+06

Hatchery Entrance Parking (Route 904)

Route 010BZ, Station 510+00

Route 010, Station 20+09

HATCHERY ENTRANCE ROAD

ROUTE 010BZ

Place 24-inch Solid White Stop Bar

Type H, Solid (Typ.)

Place 4-inch Solid White Pavement Marking, Install R1-1 Stop Sign

See Detail E634-04

Place Pavement Markings, Type H, Solid (Typ.)

Place 4-inch Solid White Pavement Marking, Type H, Solid (Typ.)

Place 4-inch Solid White Pavement Marking, Type H, Solid (Typ.)

Place 4-inch Double Yellow Centerline Pavement Marking, U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

SIGNING PLAN

PAVEMENT MARKING AND

SCHEDULE A - ROUTE 010 AND 010BZSCALE IN FEET

S T

A . 1

M A

T C

H L

IN

E

S T

A

M A T C

H L

IN

E

7 1

9 20 21 22

STOP

E n tr a n c e R o a d

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

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(1

(1

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(1 p ln

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STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) P01

F I C

E

N A

T I O

N A

L F I S

H H

A T

C H

E R

Y

G R

E E

N L

A K

E

NATIONAL FISH HATCHERY

GREEN LAKE HATCH208

N

Hatchery Parking (Route 900)

(Route 903)

Hatchery Parking North

END WORK

N: 349172.96

E: 1000224.86

214+92

211+29 to 214+62

Type H, Solid, Place 4-inch White Pavement Marking, See Detail E634-01

211+20

Type H, Solid, Place Accessibility Parking Space Symbol Pavement Marking, 211+20

Type H, Solid, Place 4-inch 12' x 20' White Pavement Marking, 214+59

Remove and Install R7-8 Sign,211+24

Remove and Install R7-8 Sign, ROUTE 100

208+50

BEGIN WORK

U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

SCHEDULE A - ROUTE 100SCALE IN FEET

STA. 207+60

MATCHLINE

markings dimensions and spacing.

See Detail E634-05 for pavement

NOTE:

RESERVED

PARKING

RESERVED

PARKING

:2

M a y

P

R o u te fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H W

Y

D E

S \C

A D

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-P

F W

G

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(1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) P02

F I C

E

N A

T I O

N A

L F I S

H H

A T

C H

E R

Y

G R

E E

N L

A K

E

NATIONAL FIS

H HATCHERY

GREEN LAKE HATCH1

N

BEGIN WORK

100+10

E: 1000113.43

N: 349221.22

Hatchery Parking (Route 902)

END WORK

106+33

E: 1000075.04

N: 348686.64

See Detail E634-01

102+50

Type H, Solid, Place Accessibility Parking Space Symbol Pavement Marking, See Detail E634-05

102+50

Type H, Solid, Place 4-inch 12' x 20' White Pavement Marking, 100+38

Remove and Install R7-8L Sign, ROUTE 902

102+50

Install R7-8 Sign, U.S. DEPARTMENT OF TRANSPORTATION GREEN LAKE NATIONAL FISH HATCHERY

SCHEDULE B - ROUTE 902SCALE IN FEET

RESERVED

PARKING

RESERVED

PARKING

:2

J u ly

P

R o u te fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \G

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(1

(1

H W

Y

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-P

F W

G

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(1

(1 p ln

.d g n

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) P03

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

E157-04 height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection detail.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.

length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place the fiber roll.

1-inch that may interfere with proper function of including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FIBER ROLL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2016

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

ME FW GREE 10(1), 100(1) S01

EFLHD DETAIL

Flowline or flatter

Slope 1V:2H

4D (min.)

Varies

Geotextile, Class 1, Type C

D /2 m in

H

NO SCALE

NOTES:

quantities.

See Sheet 2 of 2 for dimensions and estimated diameter for (D) dimension.

For arch or elliptical pipes, use equivalent less than 10%.

Use for aprons serving culverts with slopes of

3.

2.

1.

PLAN VIEW

End section

Headwall

H (min.)

CULVERT WITH END SECTION CULVERT WITH HEADWALL

SECTION A-A

SECTION B-B

Variable slope

Variable slope

Geotextile, Class 1, Type C

Geotextile, Class 1, Type C

A A B B ground

Existing ground

Existing

E

W id th

D it c h

B o tt o m

E

X

X

CULVERT WITH HEADWALL

SECTION E-E

ground

Existing

Geotextile, Class 1, Type C

CULVERT WITH HEADWALL AND WINGWALL

X

X

FF

W id th

D it c h

B o tt o m

SECTION F-F

H (min.)H (min.)

Radius = D (typ.)

SECTION X-X

Existing ground ground

Existing

Headwall

Variable slope

D/2 (min.)

D/2 (min.)

D D

D

Var. fill slope

Var. fill slope

Var. fill slope

Var. fill slope

Variable slope

Geotextile, Class 1, Type C

D/2 End section

H (min.)

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

PLAN VIEW PLAN VIEW

PLAN VIEW

Wingwall

Headwall and

D

W id th

D it c h

B o tt o m

D

X

X

D

D

CULVERT WITH END SECTION

SECTION D-D

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

H (min.)

D/2 (min.)

ground

Existing

Variable slope

Var. fill slope

Geotextile, Class 1, Type C

E251-01

D/2

D/2

D/2

Headwall

End section

D

/2

End section

Headwall Wingwall

Headwall and

L

L

L

L

L

D

D

D

D

D D

D

L

L

D D

/2

D

D

L

LL

DETAIL APPROVED FOR USE

REVISED: OCTOBER 2021

APPROVED: MAY 2017

Sheet 1 of 2

CULVERT OUTLETS

PLACED RIPRAP AT

:3

O c to b e r

S h e e t o f

P R

O J E

C T

S

F W

S \G

R E

E \1

(1

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

U p d a te d

\1 -1

-2

\s t2 d e ta il .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

ME FW GREE 10(1), 100(1) S02

PROTECTIVE APRON AT CULVERT OUTLET WITH NO END TREATMENT

W id th

D it c h

B o tt o m

MM

CULVERT OUTLET WITHOUT DITCH

SECTION M-MPLAN VIEW

ground

Existing

Geotextile, Class 1, Type C

Variable slope

Var. fill slope

D

H (min.)

CLASS

RIPRAP

SQYD

QUANTITY

GEOTEXTILE

ESTIMATED

WITH END SECTION

INCHES

SIZE (D)

CULVERT

LNFT

APRON (L)

LENGTH OF

LNFT

APRON (H)

DEPTH OF

CUYD

QUANTITY

RIPRAP

ESTIMATED

WITH HEADWALL

14.5

12.5

12.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

62.2

47.6

21.7

5.3

1.6

62.2

47.6

21.7

5.3

1.6

44.4

15.6

10.8

3.9

2.2

AND WINGWALL

WITH HEADWALL

CULVERT OUTLET WITH DITCH

SECTION N-N

TREATMENT

WITH NO END

OUTLET WITH DITCH

38.5

29.8

15.1

10.7

4.4

2.7

1.3

44.5

34.1

16.7

11.6

4.5

2.5

1.1

35.6

27.2

13.3

9.3

.63

1.1

35.6

27.2

13.3

9.3

3.6

0.9

SQYD

QUANTITY

GEOTEXTILE

ESTIMATED

CUYD

QUANTITY

RIPRAP

ESTIMATED

84.9

68.4

42.6

11.1

6.3

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

Variable slope

H (min.)

D/2 (min.)

Var. fill slope ground

Existing

Geotextile, Class 1, Type C

NN

NOTES:

diameter for (D) dimension.

For arch or elliptical pipes, use equivalent less than 10%.

Use for aprons serving culverts with slopes…