Snug_Harbor_PS E_Set_27_August_2015_updated.pdf

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish 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 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 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

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

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 mile post main line

M.P.

M.L.

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, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

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

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Construction Easement

Riprap

N

Fiber Roll or Wattle

Permanent Easement line

Right-of-Way and

2.

1.

A.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a k a b .d g n

AK PFH 59(1)

A

M

A u g u s t

C h e c k e d b y

D e s ig n e d b y that are shown on the plans.

construction work outside any Right-of-way, Permanent Easement, Temporary Easement

Agreements for Permanent and Temporary Easement Details. Do not do any

See State of Alaska Department of Transportation and Public Facilities Memorandum of

Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

B la k e ly C t.

B e a n C re e k

R a v e n R d

P ta r m ig a n P l

Float and Fish

Kenai River

Kenai Lake

Q u a rtz

C re e k

Rd.

sr et ni w d e s ol c(

Q u a rt z C re e k

N

Cooper Landing

VICINITY MAP

SCALE IN MILES

0.0 0.5

BEGIN PROJECT

END PROJECT

To A nc ho ra ge

WILDLIFE REFUGE

NATIONAL

KENAI

0.25 nL n eblo

H y w

H g nilr et

S naeB

.dR keerC

)sre tni w desolc(

School

Landing

Cooper

Drifters Lodge

Kenai Ri ver ywH gnilretS

Office

US Post y w H gnilr etS

Airport

Quartz Creek ywH gnilretS lP ecaF .S ya W s't su

R

Boat Launch

Old Cooper Landing

Adventures

River

Alaska

Snug Harbor Rd.

Snug Harbor Rd.

S n u g H a rb o r R d

ALASKA

ALASKA

Alaska Heavenly Lodge

ALASKA

Community Library

Cooper Landing

0.25

LEGEND:(Roadway sections) m ile s dr ofl e k c a h S k e er C

RECONSTRUCTION

BEGIN ROADWAY

300+00

END SHOULDER WIDENING

416+40.15 = 300+00

RECONSTRUCTION

END ROADWAY

338+38.82

ROADWAY RECONSTRUCTION

SHOULDER WIDENING

PATHWAY

BEGIN SHOULDER WIDENING

400+00

END PATHWAY

143+43.39 = 400+00

BEGIN PATHWAY

100+00

A.3

STATE PROJECT

NUMBER

SHEET

AK

PFH 59(1)

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 a c .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Shore Lane

Lake

Campus Drive

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I -

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1300 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LNFT 100 100

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 4,863 137 5,000

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 100 100

A0180 20101-0000 CLEARING AND GRUBBING ACRE 7.5 0.5 8.0

A0200 20302-0700 REMOVAL OF FENCE LNFT 45 10 55

A0220 20401-0000 ROADWAY EXCAVATION CUYD 16,377 371 127 16,875

A0240 20402-0000 SUBEXCAVATION CUYD 803 22 825

A0260 20410-0000 SELECT BORROW CUYD 8,327 125 148 8,600

A0280 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(WOVEN) SQYD 23,357 93 23,450

A0300 20703-2000 GEOGRID, STABILIZATION SQYD 822 28 850

A0320 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 3,205 45 3,250

A0340 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 22 8 30

A0360 25120-0100 RIPRAP DITCH, METHOD A, CLASS

1 LNFT 950 50 1,000

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,724 380 96 5,200

A0400 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,996 45 59 2,100

A0420 60103-0740 CONCRETE, HEADWALL FOR DOUBLE

60-INCH PIPE CULVERT EACH 2 2

A0440 60201-0600 18-INCH PIPE CULVERT LNFT 752 38 790

A0460 60201-0800 24-INCH PIPE CULVERT LNFT 350 50 400

A0480 60201-1000 36-INCH PIPE CULVERT LNFT 32 8 40

A0500 60201-1100 42-INCH PIPE CULVERT LNFT 34 6 40

A0520 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1

A0540 60210-1100 END SECTION FOR 42-INCH PIPE

CULVERT EACH 1 1

MileStone: 100% Date Completed: In Progress Report Date: 08/27/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

7:

A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0 su m m ar y-w fl.

xl sm

]S he et

STATE PROJECT

PFH 59(1) B.1AK

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0560 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 200 200

A0580 62201-0050 DUMP TRUCK, 5 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A0600 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 40

A0620 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A0640 62201-1400 BULLDOZER, 250HP MINIMUM

FLYWHEEL POWER HOUR 20

A0660 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A0680 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 20

A0700 62301-0000 GENERAL LABOR HOUR 40

A0720 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 6.1 0.4 6.5

A0740 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 6.1 0.4 6.5

A0760 63302-0000 SIGN SYSTEM SQFT 110 10 120

A0780 63308-0000 OBJECT MARKER EACH 42 42

A0800 63316-1000 REMOVE AND RESET SIGN EACH 15 15

A0820 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 21,916 84 22,000

A0840 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 21,916 84 22,000

A0860 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (WHITE) LNFT 600 600

A0880 63401-2100 PAVEMENT MARKINGS, TYPE K,

SOLID (YELLOW) LNFT 300 300

A0900 63405-0050 PAVEMENT MARKINGS, SYMBOLS

(YIELD AHEAD) EACH 3 3

A0920 63405-0050 PAVEMENT MARKINGS, SYMBOLS

(XING) EACH 4 4

A0940 63405-0050 PAVEMENT MARKINGS, SYMBOLS

(BIKE SYMBOL) EACH 4 4

A0960 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 80 20 100

A0980 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 7,676 124 7,800

-A ug -2

7:

A M

MileStone: 100% Date Completed: In Progress Report Date: 08/27/15 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 su m m ar y-w fl.

xl sm

]S he et

2)

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

PFH 59(1) B.2AK

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1000 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 134 26 160

A1020 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 70 70

A1040 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 900 100 1,000

A1060 63704-0000 VEHICLE EACH 1

-A ug -2

7:

A M

MileStone: 100% Date Completed: In Progress Report Date: 08/27/15 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 su m m ar y-w fl.

xl sm

]S he et

3)

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

PFH 59(1) B.3AK

TYPICAL SECTION

LC

NO SCALE

100+00 to 143+43.39

12" Select borrow

%1- %1+

%0.1- %0.1+

4' 4'2' Aggregate 2' Aggregate shouldershoulder

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s

C le a r in g l im it s

C le a r in g l im it s

1:1 .5

1:2

1'

1'

FOOTNOTE:

limits establishment

Turf limits establishment

Turf

E x is ti n g

S n u g H a r b o r R o a d

R

W

Distance varies concrete pavement

2" Asphalt

Pathway Pathway

4" Roadway aggregate, method 2 class 1, type C (woven)

Separation-stabilization geotextile, PATHWAY

Construct slopes as shown in the Staking Report.

to be outsloped towards Snug Harbor Road.

Slopes are reversed from 100+00 to 103+60 to allow the trail

S lo p e s ta k e s

S lo p e s ta k e s

C.1

STATE PROJECT

P

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 c a .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

NO SCALE

12" Select borrow

400+00 to 416+40.15

Traveled way Traveled way

10'10' 4'

CUT SLOPE

ROUNDING DETAIL

C le a r in g l im it s

Va ria ble

D

C o n s tr u c ti o n l im it s

C le a r in g l im it s

5'

Tu rf es ta bli sh m en t l im its

Slope stake

0.25 D

Existing pavement

SHOULDER WIDENING

Shoulder Shoulder

R

W

R

W

Distance varies

B = 5'

5' 5'

SAFETY EDGE DETAIL

Red top

Point available in survey notes

Pull aggregate base to cover safety edge

Aggregate base course

Asphalt concrete pavement

Match existing superelevation vertical and tack

Saw cut

4" Roadway aggregate, method 2

12" Select borrow

4" Roadway aggregate, method 2

2" Asphalt concrete pavement 2" Asphalt concrete pavement

.5

FOOTNOTE:

3 See Cut Slope Rounding Detail.

Construct slopes as shown in the Staking Report.

proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B", reduce "B" to the cut height

S lo p e s ta k e s vertical and tack

Saw cut

4'2'

C le a r in g l im it s

S lo p e s ta k e typ

2:

1:

ty p.

C.2

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 c b .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Match existing superelevation 1:4

Distance varies

Turf establishment limits c o n s tr u c ti o n l im it s

S lo p e S ta k e

S lo p e S ta k e

S lo p e S ta k e

NO SCALE

1:2 class 1, rock blanket

Placed riprap, for surfacing detail

See Sheet C.3

FOOTNOTE:

Existing ground

1' Ditch

V a r ia b le

LC

326+75 to 328+00

322+50 to 324+00

314+50 to 315+00

1:2 for surfacing detail

See Sheet C.3

328+00 to 328+25

324+00 to 324+25

306+00 to 312+50

3.4' class 1, rock blanket

Placed riprap, SAFETY EDGE DETAIL

Red top

Point available in survey notes

Pull aggregate base to cover safety edge

Aggregate base course ditch, class 1

Riprap

.4

Asphalt concrete pavement for variances.

See Standard 602-6, Pipe Culvert Inlet Treatment in Cut Slopes

See Cut Slope Rounding Detail.

Construct slopes as shown in the Staking Report.

plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated on the and reduce the front slope rounding distance proportionally.

For cut heights less than "B", reduce "B" to the cut height dimension

Construct riprap (rock blanket) as shown in the cross sections.

CLASS 1 (rock blanket), TYPE A

PLACED RIPRAP, METHOD A,

CLASS 1 (rock blanket), TYPE B

PLACED RIPRAP, METHOD A,

1' Ditch

C.3

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 c c .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

1:

5'

C le a r in g l im it s stimil tnemhsilbatse fr uT

1' beyond edge of pavement seirav epolS

R

W excavation

Conserved

1:2

1:4

LC

12" Select borrow

Traveled way Traveled way

CUT SLOPE

ROUNDING DETAIL

C le a r in g l im it s

Va ria ble

2'

C le a r in g l im it s

Tu rf e st ab lis hm en t lim it s

5' 5'

1' beyond edge of pavement

4'10'

-2.000%-2.000%

10'4'

ShoulderShoulder

ROADWAY RECONSTRUCTION

1:

ty pi ca l

R

W concrete pavement

2" Asphalt

4" Roadway aggregate, method 2

C le a r in g l im it s

C o n s tr u c ti o n l im it s

10'

Distance varies

R

W

(typ.)

Distance varies

Slope stake

0.25 D

B = 10'

D

Profile grade point

Existing ground class 1, type C (woven)

Separation-stabilization geotextile, Distance varies

-1.604%

1:

1:

1.

5'Distance varies

R

W

C le a r in g l im it s

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

Shoulder

4'

319+50 to 323+00

316+00 to 317+00

313+00 to 313+50

309+50 to 310+50

333+50 to 334+50

328+25 to 329+25

324+50 to 326+75

Slope varies

317+50 to 319+00

314+00 to 315+50

311+00 to 312+50

308+00 to 309+00

335+00 to 338+38

329+50 to 330+00

327+00 to 328+00

323+25 to 324+50 class 1, type C (woven) geotextile, Separation-stabilization

306+00 to 307+50

300+00 to 304+00

NO SCALE

1:2 1:4

LC

Traveled way Traveled way

304+00 to 306+00

SUBEX TYPICAL SECTION

2% Slope, (min)

DETAIL

1:

-4.400%

Profile grade point

Shoulder Shoulder concrete pavement

2" Asphalt

SAFETY EDGE DETAIL

Red top

Point available in survey notes

Pull aggregate base to cover safety edge

Aggregate base course

Asphalt concrete pavement

CL_SG

-4.400% aggregate, method 2

4" Roadway

2% Slope

(min.)

10'4' 4'10'

4'

12" Solid outlet pipe underdrain system

12" Perforated pipe geotextile, class 1, type c (woven) separation-stablization

Line bottom of excavation with separation-stabilization geotextile geogrid-stabilization on op of seablization geogrid. Place

Line bottom excavation

See Sheet D.10 for details

Riprap ditch, method A, class 1.

12" Ø perforated collector pipe Geotextile filter, class 2, type A or B

Granular backfill6"

24"

Fl ow

UNDERDRAIN SYSTEM DETAILS

12" PERFORATED PIPE

12" Perforated pipe

" mesh openings2 1" x 2

1approximately screen, No. 17 gage wire, drain pipe with galvanized wire

Cover outlet end of solid outlet

12" perforated pipe

12" elbow, 90°

12" soild outlet drain pipe end of 12" perforated pipe

Place 12" end cap on upper

FOOTNOTE:

on the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated and prevent soil from entering the connection joints.

the solid outlet pipe that allow unobstructed flow to the outlet

Provide connections between the perforated collector pipe and channel @ 304. Bevel end.

Install outlet drain pipe thru embankment to daylight at existing shallowest location measured at

36" Select borrow is

C.4

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 c d .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b

QUANTITIES

TABULATION OF PLAN

FOOTNOTE:

2 Includes 1,558 SQYD for riprap ditch sections.

Includes 1,020 CUYD for subexcavation at 304+00 to 306+00.

D.1

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d a .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b

O

T

.0

P C

.8

P T

.1

P

C

.9

PT 103+

75.96

PC

4+ .7

P T

.5

P C

.1

P T

.4

.2

.2

10' VC

.0

20' VC

.0

18' VC

.4

20' VC

.6

30' VC

.2

20' VC

.9

16' VC

.1

20' VC

.4

40' VC

.0

.3

2' VC

.8

10' VC

.9

15' VC

.4

20' VC

.8

20' VC

40' VC

+3.2

+0.5094% +3.2

-1.1667%

-0.5000%

-3.0000%

-1 .3

+4.0

0%

-1.0845% -5.4820%

+1.562 5%

+4.2

2% +2.25

21% -1.5000%

+0.5238%

-0.5000%

-0.9091%

N Line to be constructed

Slope stake limits

100+00.00

El=454.27

E=1674209.5407

N=2371302.5438

Existing ground

Profile grade

CP

GPS

SNUG2

CP

12101

12" Select borrow

Existing surface

CONNECTION DETAIL

0+00, 103+92, 104+37, 143+39, 338+38

R= 10.00'

T= 11.11'

L= 16.76'

D

R= 10.00'

T= 9.29'

L= 14.97'

D

L= 184.28'

T= 93.65'

R= 420.00'

D

R= 500.00'

T= 4.15'

L= 8.30'

D

I n s ta ll

C

M P

Y A

W H

GI

H

G

NIL

R

ET

S

DA

OR

R

OBRA

H G

U

NS

concrete pavement 2" Asphalt

UTILITY CONTACT:

(907) 563-2003

Tel Alaska

Telephone:

(907) 563-7494

Chugach Electric Association (CEA)

Public Utility Department:

Saw cut and tack method 2 4" Roadway aggregate, PATHWAY

BEGIN

Edge of path

100+00 to 143+43.39

PATHWAY

PLAN AND PROFILE

Clearing limits

CUYD

EXC.

CUYD

EMB.

107+50105+00102+50100+00

430 430

435 435

440 440

445 445

450 450

455 455

460 460

465 465

470 470

D.2

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d b .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b

.5

20' VC

.0

20' VC

.0

100' VC

.2

40' VC

7.

.7

7.

-4.3333%

-6.1333%

.3

40' VC

.5

40' VC

.4

50' VC

.4

20' VC

.2

40' VC

.7

30' VC

.2

50' VC

.3

40' VC

+5.

+2.11 11%

-5.0000%

-2.1429%

-1.2000% +0.4167%

6.

P C

.1

P

T

.4

P C

.7

P R

C

.9

P T

.6

P C

.6

P R

C

.9

P T

.5

P C

.7

P T

.1

P C

.2

P T

.6

N

Line to be constructed

Existing ground

Profile grade

Profile grade475

I n s ta ll

C

M P

CP

12102

12103

CUYD

EXC.

CUYD

EMB.

122+50 120+00 117+50115+00 112+50 110+00107+50

440 470

445 475

450 480

455 485

460 490

465 495

470 500

475 505

480 510

40 173

L= 53.74'

T= 26.90'

R= 500.00'

D

L= 56.19'

T= 28.13'

R= 500.00'

D

L= 43.22'

T= 21.62'

R= 500.00'

D

R= 500.00'

T= 20.32'

L= 40.61'

D R= 500.00'

T= 35.29'

L= 70.47'

D R= 500.00'

T= 53.43'

L= 106.46'

D

100+00 to 143+43.39

PATHWAY

PLAN AND PROFILE

Curve= MOD31

D

R= 500.00'

T= 4.15'

L= 8.30' existing culvert under roadway pvc pipe that runs through

Preserve and protect existing

Slope stake limits

D.3

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d c .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Existing ground

.0

40' VC

.8

40' VC 1

.1

10' VC

.9

50' VC

.6

30' VC

.7

20' VC

.2

10' VC

.9

10' VC

.4

10' VC

.6

10' VC

.0

20' VC

.8

40' VC

.9

20' VC

.6

10' VC

.3

16' VC

.9

24' VC

.8

40' VC

.2

20' VC

.3

30' VC

.2

10' VC

.9

10' VC

.2

40' VC

.4

40' VC

.8

10' VC

.4

8' VC

.0

30' VC

.5

40' VC

20' VC

-4.6727% +4.

+2.00 00%-1.9958%

+4.

-4.7273%

-0.4182%

+1.97 92%

+2.30 00%

+5.

+4.

+3.6

2%

+2.34 00%

+3.8

1%

+2.30 00%

+3.3

+3.7

3% +5.

%-1.7308%

+2.6

7.

+2.20 00%

+0.5000% +2.10

00% +4.

+0.5263% +2.6

+0.5091%

-0.7000%

P C

.6

P R

C

.1

P T

.1

P C

.9

P R

C

.3

P T

.1

P C

.7

P R

C

.3

P T

.9

5 P

C

.8

P R

C

.2

P T

.7

P C

.9

P R

C

.4

P T

.8

P C

.7

P R

C

.0

P T

.5

P C

.2

P R

C

.0

P T

.5

P C

.7

P R

C

.2

P T

.7

P C

.8

P R

C

.3

P T

.9

P C

.2

P R

C

.1

P T

.9

P C

.6

P R

C

.3

P T

.2

Line to be constructed

CP

12104

CP

12105

CP

12106 stake limits

Slope

I n s ta ll

C

M P

11 129

L= 24.56'

T= 12.28'

R= 400.00'

D

L= 26.95'

T= 13.48'

R= 400.00'

D

L= 26.38'

T= 13.50'

R= 50.00'

D

T= 13.17'

L= 25.75'

D

R= 50.00' T= 13.17'

L= 25.75'

D

R= 50.00'

L= 25.56'

T= 13.07'

R= 50.00'

D

L= 25.61'

T= 13.09'

R= 50.00'

D

L= 25.42'

T= 12.99'

R= 50.00'

D

T= 13.02' L= 25.47'

D

R= 50.00'

L= 25.45'

T= 13.01'

R= 50.00'

D

L= 25.47'

T= 13.02'

R= 50.00'

D

L= 25.39'

T= 12.98'

R= 50.00'

D

T= 12.99'

L= 25.41'

D

R= 50.00'

R= 50.00'

T= 12.16'

L= 23.86'

D

L= 23.45'

T= 11.95'

R= 50.00'

D

L= 26.52'

T= 13.58'

R= 50.00'

D

T= 13.03'

L= 25.49'

R= 50.00'

D

L= 26.52'

T= 13.58'

R= 50.00'

D

R= 50.00'

T= 13.06'

L= 25.56'

D

L= 26.97'

T= 13.82'

R= 50.00'

D

T= 13.72'

L= 26.78'

D

R= 50.00'

R= 50.00'

T= 13.14'

L= 25.71'

D

L= 25.88'

T= 13.24'

R= 50.00'

D

See Sheet G.1

Install 18" culvert.

124+18

See Sheet G.1

Install 18" culvert.

126+27

See Sheet G.1

Install 18" culvert.

128+50

See Sheet G.1

Install 18" culvert.

132+17

See Sheet G.1

Install 18" culvert.

134+83

100+00 to 143+43.39

PATHWAY

PLAN AND PROFILE

CUYD

EXC.

CUYD

EMB.

137+50 135+00 132+50130+00 127+50 125+00122+50

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

520 520

TCP-2A

Parcel: Station:

TCP-2A

126+10 RT

123+75 RT

Don't cut trees in TCP-2A area without CO approval

Avoid well house, garage pad by 3-feet.

D.4

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d d .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Memorandum of Agreement conditions:

.1

20' VC

.4

20' VC

.8

40' VC

.6

20' VC

.5

.1

20' VC

.4

20' VC

.3

10' VC

.2

40' VC

.2

20' VC

.7

20' VC

.6

+0.3889% -5.6481% -0.3500%

+1.82 86%

-0.7877%

-1.2923% +1.86

67%

+4.

-5.5556%

-3.9477%

-4.2708%

20' VC

P O

T

.0

P I

.8

N

I n s ta ll

C

M P

El=515.66

E=1678200.8739

N=2370543.9542

Profile grade

Existing ground constructed

Line to be

12107

143+43.39 = 400+00

L= 24.13'

T= 12.30'

R= 50.00'

D

L= 23.46'

T= 11.95'

R= 50.00'

D

L= 25.21'

T= 12.88'

R= 50.00'

D

D

R= 50.00'

T= 12.53'

L= 24.55'

L= 25.34'

T= 12.95'

R= 50.00'

D

L= 25.48'

T= 13.02'

D

R= 50.00'

L= 25.10'

T= 12.82'

R= 50.00'

D

L= 25.24'

T= 12.89'

R= 50.00'

D

L= 15.48'

T= 9.78'

R= 10.00'

D

See Sheet G.1

Install 18" culvert.

141+75

See Sheet G.1

Install 18" culvert.

143+37

PATHWAY

END

limits stake

Slope

100+00 to 143+43.39

PATHWAY

PLAN AND PROFILE

CUYD

EXC.

CUYD

EMB.

145+00 142+50 140+00137+50

495 495

500 500

505 505

510 510

515 515

520 520

525 525

530 530

535 535

D.5

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d e .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Install 18" culvert. See Sheet G.1

140+06

Remove fence

140+00

139+70 to

Remove fence

140+15 to 140+30

E=1678097.2294

N=2370041.1695

E=1678200.8739

N=2370556.1337

CP

12108

CP

12109

CP

12110

12111

SHOULDER WIDENING

BEGIN

400+00 to 416+40.15

SHOULDER WIDENING

PLAN AND PLAN

See Sheet G.6 for details concrete headwall.

Construct

143+43.39 = 400+00.00

SHOULDER WIDENING

END

DAOR ROBRAH GUNS

See Sheet G.1

Install 18" culvert.

402+50

See Sheet G.1

Extend 24" culvert.

403+67

See Sheet G.1

Extend 24" culvert

416+26

N

N

416+40.15 = 300+00.00

Slope stake limits

Edge of pavement

Slope stake limits

Edge of pavement

Y A

WHTAP

of Pathway Centerline

Clearing limits

TCP-4

Parcel: Station:

408+00 LT

402+50 RT

TCP-5

TCP-5

TCP-4

Don't move woodpile without CO approval. Don't

Don't cut trees in TCP-4 area without CO approval cut trees in TCP-5 area without CO approval

D.6

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d f.

d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

L A

K E S

H O

R E L

A N

P O

T

.0

P C

.3

P T

.1

P C

.8

P T

.0

P O

T

.3

.5

+0.4348%

.5

250' VC

7.

60' VC

.0

5.

.8

60' VC

7.

N

Slope stake limits

Existing ground

Existing ground

Profile grade

Profile grade

Line to be constructed El=454.40

E=1679517.4498

N=2369819.2060

I n s ta ll

C

M P

R e m o v e

C

M P

300+00.00 to 338+38.82

ROADWAY RECONSTRUCTION

PLAN AND PROFILE

304+00 to 306+00

306+00 to 312+50

See Sheet C.4 for details

Subexcavation.

304+00 to 306+00

Subexcavation

300+00.00 = 416+40.15 e= 0.044

L= 514.82'

T= 291.44'

R= 440.00'

D

D

R= 1,350.00' T= 309.50' L= 608.48' e= 0.024

ROADWAY RECONSTRUCTION

BEGIN

with riprap blanket, class 1

Construct riprap ditch, 306+00 to 312+50

Construct riprap ditch, class 1

303+50 to 306+00

Existing edge of road

Proposed edge of road

Riprap blanket, method A, class 1, type BRiprap ditch, class 1

303+50 to 306+00

T

.1

TCP-8

E-8

Parcel: Station:

301+65 LT

300+75 LT

E-8

TCP-8

CUYD

EXC.

CUYD

EMB.

310+00 307+50 305+00302+50 300+00

445 465

450 470

455 475

460 480

465 485

470 490

475 495

480 500

485 505

D.7

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d g .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Don't move shed or generator bldg without CO approval

Don't cut trees in TCP-8 area without CO approval

800' VC

7.

-5.1605% .8

-5.1605%

7.

100' VC

-1.6981%

.0

.5

100' VC

-6.7283%

140' VC

P C

.8

P T

.3

P C

.0

P T

.2

P C

.6

P T

.7

P C

.8

N

Line to be constructed

Slope stake limits

Existing ground

Profile grade

12114

CP

12115

CP

12116

I n s ta ll

C

M P

R e m o v e

C

M P

I n s ta ll

C

M P

R e m o v e

C

M P

12117

CP

300+00.00 to 338+38.82

ROADWAY RECONSTRUCTION

PLAN AND PROFILED

R= 1,350.00'

T= 309.50'

L= 608.48'

R= 1,205.00'

T= 260.59'

L= 513.27'

D

R= 145.00'

T= 69.18'

L= 129.10'

3,222

1,887

319+00 to 322+00

324+25 to 325+00

306+00 to 312+50 e= 0.024 e= 0.026 e= 0.060

312+50 to 313+00

Riprap ditch, class 1

Riprap ditch, class 1

Riprap ditch, class 1 with riprap blanket, class 1

Construct riprap ditch

306+00 to 312+50 without riprap ditch, class 1

Construct riprap blanket

314+50 to 315+00 class 1Construct riprap ditch, 319+00 to 322+00 without riprap ditch, class 1

Construct riprap blanket

322+50 to 324+00 with riprap blanket, class 1

Construct riprap ditch

324+00 to 324+25

Construct riprap ditch, class 1

324+25 to 325+00

Riprap blanket, method A, class 1, type B

324+00 to 324+25

Existing edge of road

Proposed edge of road class 1Construct riprap ditch, 312+50 to 313+00

Riprap blanket, method A, class 1, type B

Riprap blanket, method A

322+50 to 324+00 class 1, type A

CUYD

EXC.

CUYD

EMB.

325+00 322+50 320+00317+50 315+00 312+50310+00

505 490

510 495

515 500

520 505

525 510

530 515

535 520

540 525

545 530

D.8

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d h .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

314+50 to 315+00 class 1, type A

Riprap blanket, method A, W

.5

P C

.8

P T

.3

P C

.4

P T

.4

P C

.0

P T

.9

P C

.7

P T

.7

P O

T

.8

.0

-2.9646%

.6

100' VC

-4.6001%

140' VC

.7

+0.7606%

+0.7606%

.8

.1

.9

-5.0264%

-3.4870%

100' VC

100' VC

N

Profile grade

Existing ground

338+38.82

El=473.95

E=1682414.1728

N=2367728.6932

Slope stake limits

I n s ta ll

C

M P

R e m o v e

C

M P

I n s ta ll

C

M P

R e m o v e

C

M P

I n s ta ll

C

M P

R e m o v e

C

M P

CUYD

EXC.

CUYD

EMB.

340+00337+50335+00332+50330+00327+50325+00

460 460

465 465

470 470

475 475

480 480

485 485

490 490

495 495

500 500

300+00.00 to 338+38.82

ROADWAY RECONSTRUCTION

PLAN AND PROFILE

D

R= 145.00'

T= 76.63'

L= 141.00'

D

R= 385.00'

T= 255.28'

L= 450.84'

D

R= 250.00'

T= 98.73'

L= 188.05'

D

R= 220.00'

T= 78.86'

L= 151.44'

336+00 to 337+00

328+00 to 328+25 e= 0.060 e= 0.046 e= 0.054 e= 0.056

328+25 to 330+00

Riprap ditch, class 1

Riprap ditch, class 1

ROADWAY RECONSTRUCTION

END

without riprap ditch, class 1

Construct riprap blanket

326+75 to 328+00 with riprap blanket, class 1

Construct riprap ditch

328+00 to 328+25

Construct riprap ditch, class 1

328+25 to 330+00

Construct riprap ditch, class 1

336+00 to 337+00

Existing edge of road

Proposed edge of road

326+75 to 328+00 type A method A, class 1, Riprap blanket, Riprap blanket, mehtod A, class 1, type B

Line to be constructed

Clearing limits

D.9

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d i.

d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b

1:2 m in

336+00 to 337+00

328+25 to 330+00

324+25 to 325+00

319+00 to 322+00

312+50 to 313+00

303+50 to 306+00

D.10

STATE PROJECT

NUMBER

SHEET

B .B a s e .U

S c m y fi le s p w p r o d u c ti o n d

W o r k d d .c e l

AK PFH 59(1)

M a y

C h e c k e d b y

D e s ig n e d b y

DETAIL

RIPRAP DITCH

NO SCALE

for surfacing detail

See Sheet C.3

Riprap, class 1 geotextile, class 1, type C (woven)

Separation-stablization

4'

GPK FILE DATED July 2013

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

12101 2370974.283 1674508.694 457.099 60ｰ29'23.38339" 149ｰ48'39.44228" 457.099 0.999877460 5/8"IR W/ FHWA ALUM CAP

12102 2370789.068 1675082.252 464.259 60ｰ29'21.54284" 149ｰ48'28.00357" 464.259 0.999877160 5/8"IR W/ FHWA ALUM CAP

12103 2370488.184 1675893.111 500.653 60ｰ29'18.55583" 149ｰ48'11.83522" 500.653 0.999875482 5/8"IR W/ FHWA ALUM CAP

12104 2370461.735 1676451.484 487.096 60ｰ29'18.27877" 149ｰ48'00.69091" 487.096 0.999876174 5/8"IR W/ FHWA ALUM CAP

12105 2370499.021 1676958.380 497.405 60ｰ29'18.63075" 149ｰ47'50.57029" 497.405 0.999875722 5/8"IR W/ FHWA ALUM CAP

12106 2370512.757 1677500.290 513.969 60ｰ29'18.74948" 149ｰ47'39.75214" 513.969 0.999874974 5/8"IR W/ FHWA ALUM CAP

12107 2370493.780 1677977.438 518.407 60ｰ29'18.54781" 149ｰ47'30.22878" 518.407 0.999874802 5/8"IR W/ FHWA ALUM CAP

12108 2370521.439 1678478.148 509.790 60ｰ29'18.80452" 149ｰ47'20.23214" 509.79 0.999875258 5/8"IR W/ FHWA ALUM CAP

12109 2370328.566 1678918.575 502.039 60ｰ29'16.89092" 149ｰ47'11.45307" 502.039 0.999875666 5/8"IR W/ FHWA ALUM CAP

12110 2370217.958 1679414.542 473.711 60ｰ29'15.78560" 149ｰ47'01.56028" 473.711 0.999877063 5/8"IR W/ FHWA ALUM CAP

12111 2369952.689 1679597.292 455.516 60ｰ29'13.16703" 149ｰ46'57.92989" 455.516 0.999877948 5/8"IR W/ FHWA ALUM CAP

12112 2369574.118 1679675.214 455.518 60ｰ29'09.43594" 149ｰ46'56.39951" 455.518 0.999877954 5/8"IR W/ FHWA ALUM CAP

12113 2369321.212 1679885.808 475.404 60ｰ29'06.93818" 149ｰ46'52.21287" 475.404 0.999877021 HUB & TACK

12114 2369191.810 1680466.413 516.089 60ｰ29'05.64455" 149ｰ46'40.63306" 516.089 0.999875126 5/8"IR W/ FHWA ALUM CAP

12115 2369052.780 1680731.398 529.130 60ｰ29'04.26641" 149ｰ46'35.35359" 529.13 0.999874526 5/8"IR W/ FHWA ALUM CAP

12116 2368845.311 1680972.055 529.823 60ｰ29'02.21497" 149ｰ46'30.56448" 529.823 0.999874514 5/8"IR W/ FHWA ALUM CAP

12117 2368700.893 1681472.533 511.888 60ｰ29'00.77566" 149ｰ46'20.58561" 511.888 0.999875415 5/8"IR W/ FHWA ALUM CAP

12118 2368377.832 1681925.446 489.240 60ｰ28'57.57832" 149ｰ46'11.56876" 489.24 0.999876539 5/8"IR W/ FHWA ALUM CAP

12119 2367988.249 1682036.112 481.710 60ｰ28'53.73749" 149ｰ46'09.38736" 481.71 0.999876909 HUB & TACK

12120 2367551.157 1682620.261 465.702 60ｰ28'49.41226" 149ｰ45'57.76041" 465.702 0.999877728 5/8"IR W/ FHWA ALUM CAP

12121 2367285.320 1682781.343 462.764 60ｰ28'46.78837" 149ｰ45'54.56472" 462.764 0.999877883 5/8"IR W/ FHWA ALUM CAP

SNUG1 2371205.963 1673829.042 454.818 60ｰ29'25.68424" 149ｰ48'52.99665" 454.818 0.999877519 5/8"IR W/ FHWA ALUM CAP

SNUG2 2371245.376 1674246.733 454.873 60ｰ29'26.06077" 149ｰ48'44.65619" 454.873 0.999877547 Damaged verify position before using

SNUG3 2367771.542 1682431.763 480.214 60ｰ28'51.58942" 149ｰ46'01.50660" 480.214 0.999877016 5/8"IR W/ FHWA ALUM CAP

SNUG4 2367711.339 1682181.944 489.332 60ｰ28'51.00515" 149ｰ46'06.49640" 489.332 0.999876557 5/8"IR W/ FHWA ALUM CAP

Note:

PROJECT : SNUG HARBOR ROAD

DATE OF FIELD WORK : 9/2012

DATE OF FINAL ADJUSTMENT : 7/2013

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : SPCS NAD83(2011); AK Zone 4

EPOCH DATE : 2011

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.

STATE PROJECT

PFH 59(1) D.11AK

c:

\m yf ile s\ pw _p ro du ct io n\ d0

S nu g2 _C nt rl S he et .x ls x]

Sh ee t 3-

N ov

-2

:5

L.

G ob le

7/

A .D av ie s 7/

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

QUANTITES

APPROACH ROAD

TABULATION OF

E.1

STATE PROJECT

a f0 g a .d g n

U

S I n t2

D

C J o r g e n s o n

C h e c k e d b y

J a c k D o u c e s ig n e d b edarg sseccA*

.xaM ± %2

End pavement

PLAN VIEW

SNUG HARBOR ROAD

Existing ground

12" Select borrow

Landing

Driveway approach

Varies

NO SCALE

of highwayLC existing radius

Match

SECTION A-A

APPROACH PROFILE

of driveway

Paved width

Driveway approach varies

*Access slope max. 15%

STATIONS 100+00 - 143+43

TYPICAL SECTION

DRIVEWAY APPROACH

8' 10' Landing4'4'

A A

R = 50' R = 50'

2' Aggregate shoulder

2' Aggregate shoulder

2' Aggregate shoulder

2' Aggregate shoulder

*Access grade

LC

~10' ~10'

R = 50'R = 50'

T r a v e le d w d g e o f

Edge of traveled way concrete pavement

2" Asphalt w a y

P a th w a y

P a th way

Path-way

Path-method 2

4" Roadway aggregate, E.2

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 g b .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b edarg ssecc

A* .xaM ± %2

End pavement

PLAN VIEW

SNUG HARBOR ROAD

Driveway approach

NO SCALE

of highwayLC existing radius

Match

APPROACH PROFILE

4' Shoulder

4' Shoulder

2' Apron

2' Apron

4'

Varies

Driveway approach varies edarg sseccA *

STATIONS 400+00 - 416+40

TYPICAL SECTION

DRIVEWAY APPROACH

*Access slope max. 15%

Edge of traveled way

Shldr

Existing ground

12" Select borrow

SECTION A-A

concrete pavement

2" Asphalt method 2

4" Roadway aggregate, A A 10'

Traveled way

E.3

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 g c .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

NOTE:

Do not perform work in permitted areas without CO approval.1.

.xaM ± %2

End pavement

PLAN VIEW

SNUG HARBOR ROAD

Landing

Driveway approach

NO SCALE

of highwayLC existing radius

Match

10'4'

Landing

APPROACH PROFILE

4' Shoulder Driveway approach varies

STATIONS 300+00 - 338+38

TYPICAL SECTION

DRIVEWAY APPROACH

Access grade

Acce ss g rade

Varies

Edge of traveled way

Shldr

4' Shoulder

Existing ground

12" Select borrow

SECTION A-A

concrete pavement

2" Asphalt method 2

4" Roadway aggregate, A A

10'

Traveled way

E.4

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 g d .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Do not perform work in permitted areas without CO approval.1.

1.

QUANTITIES

EROSION CONTROL

TABULATION OF

as needed.

Stationing is approximate, field adjust with the CO approval

F.1

STATE PROJECT

a f0 d a .d g n

U

S I n t2

D

C J o r g e n s o n

C h e c k e d b y c k D o u c s ig n e d b

100+00 TO 112+00

PLANS

EROSION CONTROL

Y A

W H

G I

H G

N I

L R

E T

S

Fiber roll yawhtaP

F.2

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d b .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Clearing limits

Slope stake limits

Edge of Pathway

Slope stake limits

SNUG HARBOR ROAD

SNUG HARBOR ROAD

Existing culvert

Existing culvert

Existing culvert

Existing culvert

Existing culvert

Install fiber rolls

104+50 to 113+40

Install fiber rolls

100+00 to 101+80

Install fiber rolls

102+50 to 103+50

Install fiber rolls

104+50 to 113+40

LEGEND:

Pathway

Wetland boundaries

Existing culvert

Existing culvert

SNUG HARBOR ROAD

Proposed culvert

Existing culvert

Existing culvert

SNUG HARBOR ROAD

112+00 to 126+00

PLANS

EROSION CONTROL

Install fiber rolls

104+50 to 113+40

Install fiber rolls

117+25 to 118+25

Install fiber rolls

118+25 to 119+25

Install fiber rolls

118+25 to 119+25

Install fiber rolls

122+80 to 123+80

Install fiber rolls

124+50 to 126+00

Pathway

Pathway

Fiber roll

F.3

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d c .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

LEGEND:

Existing culvert

Existing culvert

126+00 to 140+00

PLANS

EROSION CONTROL

SNUG HARBOR ROAD

Proposed culvert

Proposed culvert

Clearing limits

Clearing limits

Install fiber rolls

129+70 to 131+80

Install fiber rolls

132+60 to 134+00

Install fiber rolls

132+60 to 134+00 Install fiber rolls

135+50 to 137+50

Install fiber rolls

136+00 to 138+50

Pathway

Pathway

Fiber roll

F.4

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d d .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Existing culvert Existing culvert

Existing culvert

140+00 to 143+43.39

PLANS

EROSION CONTROL

Fiber roll

Install fiber rolls

140+50 to 141+35

F.5

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d e .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

5 4

400+00 to 410+00

PLANS

EROSION CONTROL

Existing culvert

Existing culvert

Existing culverts

N

SNUG HARBOR ROAD

SNUG HARBOR ROAD

4' Shoulder

4' Shoulder

Clearing limits

Clearing limits

Clearing limits

Install fiber rolls

402+70 to 403+70

Install fiber rolls

408+50 to 409+50

408+00 to 408+60

Fiber roll

408+00 to 408+60 keerC drofelkcah S keerC drofelkcahS above the stream bottom.

berms with a minimum height of 3-feet minimum flow of 90 cfs. Construct diversion

Shackleford Creek that is able to pass a

Install and maintain a diversion system at 1.

NOTE:

Install fiber rolls

407+10 to 408+10

Install fiber rolls

403+70

402+70 to

Existing culvert

Clearing limits

Slope stake limits

Slope stake limits

4' Shoulder redluohS '4

L A

K E S

H O

R E L

A N

E

F.6

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d f.

d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

410+00 to 416+40.15

PLANS

EROSION CONTROL

SNUG HARBOR ROAD

Existing culvert

Clearing limits

Clearing limits

Install fiber rolls

415+25 to 416+25

Fiber roll

F.7

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d g .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

4' Shoulder

4' Shoulder

300+00 to 312+00

PLANS

EROSION CONTROL

DAOR ROBRAH GUNS

DAOR ROBRAH GUNS

Clearing limits

Clearing limits

Clearing limits

Clearing limits

Edge of travel way

Edge of travel way

Install fiber rolls

300+00 to 300+50

Install fiber rolls

300+73 to 301+77

Install fiber rolls

301+89 to 304+05

Install fiber rolls

304+15 to 305+15 new culvert

Proposed

304+14

Fiber roll

F.8

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d h .d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

4' Shoulder

4' Shoulder

4' Shoulder

4' Shoulder

Slope stake limits

Slope stake limits

Slope stake limits

Install fiber rolls

310+00

306+41 to

Install fiber rolls

306+01

304+72 to

6.

312+00 to 326+00

PLANS

EROSION CONTROL

SNUG HARBOR ROAD

SNUG HARBOR ROAD

Proposed new culvert

316+60

Proposed new culvert

321+87

Edge of travel way

Edge of travel way

Clearing limits

Clearing limits

Clearing limits

Install fiber rolls

316+60 to 317+60

Install fiber rolls

320+80 to 321+80

Fiber roll

F.9

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d i.

d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

Clearing limits

4' Shoulder

4' Shoulder

4' S hou lder

4' S hou lder

Slope stake limits

.5

SNUG

HARBOR R

OAD

DAOR ROBRAH GUNS

326+00 to 338+38.82

PLANS

EROSION CONTROL

Proposed new culvert

329+14

Proposed new culvert

331+02

Clearing limits

Clearing limits

Clearing limits

Edge of travel way

Install fiber rolls

328+15 to 329+15

Proposed new culvert

334+02

Fiber roll

F.10

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a f0 d j.

d g n

C J o r g e n s o n

J

D o u c e y

C h e c k e d b y

D e s ig n e d b y

4' Sh ou lde r

4' Sh ou lde r

4' Shoulder

4' Shoulder

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Edge of travel way

331+00

330+00 to

Install fiber rolls

334+10 to 335+10

C A

M P

U S D

R I V

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

119.5'

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

J u ly

U

C m y fi le s p w p r o d u c ti o n d a f0 d k .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.11 PFH 59(1) AK

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

10.4 x 16 15705 -1300

25101 -0200

60103 -0740

60201 -0600

60201 -0800

60201 -1000

60201 -1100

60210 -1000

60210 -1100

63308 -0000

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

S O

IL

E

R O

S

IO

N C

O N

TR

L, TE

PO

R A R Y

D

IV

ER

S

IO

H

A N

N

EL

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

C O

N C R

ET

E, H

EA

D

W A

LL

F

R

U B

LE

0-

IN

C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

6-

IN

PI

PE

C

U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

2-

IN

PI

PE

C

U

LV

ER

T

O B

JE

C T

M A R K

ER

S K

EW

A N

G

LE

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

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

102+45 2 11 80 2 P Trail 118+24 3 1 34 1 2 25 P Trail, install end section on outlet 124+18 2 12 84 2 P Driveway 126+27 2 14 86 2 P Driveway 128+50 2 8 76 2 P Driveway 132+17 2 9 68 2 P Driveway 134+83 2 10 92 2 P Driveway 136+69 3 6 26 2 P Trail 137+67 4 1 32 1 2 15 P Trail, install end section on outlet 140+06 2 10 86 2 P Driveway 141+75 2 15 100 2 5 P Driveway 143+37 2 6 30 2 P Driveway

402+50 2 4 50 2 P Driveway 403+67 2 4 10 2 Extension 408+15 2 4 100 22 2 Headwall 416+26 2 4 10 2 Extension

304+00 3 20 60 2 25 P Inlet Treatment, type I 316+60 4 10 44 2 P Inlet Treatment, type I 321+87 5 22 46 2 8 P Inlet Treatment, type I 329+14 5 17 52 2 8 P Inlet Treatment, type I 331+02 5 17 52 2 P Inlet Treatment, type I 334+02 5 24 50 2 7 P Inlet Treatment, type I

PROJECT TOTAL 229 100 22 2 752 350 32 34 1 1 42

Allowable Pipe Material P Plastic

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D ra in ag e.

xl sx

]S he et

-J ul

-2

:2

PM

J.

D ou ce y

/2

C

Jo rg en so n

/2

D es ig ne d by

C he ck ed b y:

NUMBER

PFH 59(1)AK

METAL PIPE CULVERT

602-1

3" x 1" CORRUGATIONS

INCHES INCHES

INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

3" x 1" CORRUGATIONS 3" x 1" CORRUGATIONS5" x 1" CORRUGATIONS

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

METAL THICKNESS (INCH/GAGE)

METAL THICKNESS (INCH/GAGE)METAL THICKNESS (INCH/GAGE)

INCHES INCHES INCHES INCHES INCHES INCHESINCHES

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5 analysis by the CO.

Fill heights exceeding 100 feet require special

INCHES

" CORRUGATIONS2

1" x 3

22" CORRUGATIONS2

1" x 3

" CORRUGATIONS2

1" x 3

22 " CORRUGATIONS2

1" x 3

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

G.2

PROJECT

a f0 e b .d g n

U

S C u s to m a r y

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL ROUND PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

DIAMETER

SIZE

PIPE

COVER

MINIMUM

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

pavement.

the pavement for both flexible and rigid height from the top of the pipe to the top of for rigid pavements. Measure maximum fill pavements, and to the top of the pavement pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular helical lockseam and welded seam pipe.

corrugations are more restrictive than those of heights for culvert pipe with annular lockseam and welded seam pipe only. Fill

The fill heights in the table are for helical

4.

3.

2.

1.

gradient.

amount of camber or increase the pipe culvert elevation of the inlet invert, reduce the parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward

SPAN x RISE

SIZE

PIPE ARCH

SPAN x RISE

SIZE

PIPE ARCH

COUPLING BAND

METAL PIPE CULVERT

602-2

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

INCHES INCHES INCHES

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

10.5

10.5

10.5

10.5

10.5

10.5

10.5

" for 21" round culvert (24" x 18" pipe arch) or more2

" for 18" round culvert (21" x 15" pipe arch) or less8 diameter of bolt:

0.052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following thicknesses thinner than the thickness of the pipe to be connected, and no thinner than as the connecting pipe. Provide coupling bands not more than 3 nominal sheet

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal rerolled with 3" x 1" pipe corrugations.

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" x 3

2ends rerolled with 2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe

Use annular corrugated bands with pipes having annular corrugations or with helical pipe steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

" corrugations on rerolled pipe ends.2 1" x 3

2sizes apply to 2

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated

42" diameter to 42" diameter, required above

Second angle connection optional

42" diameter to 42" diameter, required above

Second angle connection optional

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

G.3

PROJECT

a f0 e c .d g n

U

S C u s to m a r y

COUPLING BANDS FOR METAL PIPE CULVERT

Band Band

SLEEVE JOINT

Stab type joint

Smoother sleeve with center stop.

SMOOTH SLEEVE BAND FLAT BAND

W

SIDE VIEW

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W W

SIDE VIEW SIDE VIEW

Band Angle

Oval Lug

Bar & Strap

Wedge and Strap

Wedge

Integral Flange

STANDARD BAND CONNECTIONS

Bolts

Angle

END VIEW

ANNULAR BAND

Bolts

Angle

END VIEW

HELICAL BAND

strap connector

Bolt, bar and

Pipe

Band

END VIEW

SEMI-CORRUGATED BAND

NOTE:

Band Bolts Band Bolts

W

4 5 underdrain 6 2.

1.

Section 26 may be used.

specifications for Highway Bridges, Division II performance criteria of AASHTO Standard devices that comply with the joint

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless the dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to

Use helical corrugated bands with pipes having helically corrugated ends.

PipePipe

BandBand heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

DIAMETER

ROUND PIPE

DRAFT: 2/2009

REVISED: 4/1994 6/2005

602-5

PLASTIC PIPE CULVERT

12 57

66.5

63.5

45.5

24.5

14.5

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET) INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)

INCHES

DIMENSIONS

INCHES

DIAMETER

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)HEIGHT (FEET)

MAXIMUM FILL

INCHESINCHES

DIAMETER

MAXIMUM FILL HEIGHT (FEET)INCHESINCHES

DIAMETER 1.4771.2921.3851.1540.9230.8570.607

MINIMUM WALL THICKNESS (INCHES)

MINIMUM WALL THICKNESS (INCHES)

0.358 0.438 0.358 0.438

STATE PROJECT

NUMBER

SHEET

G.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

F e b r u a r y

U m y fi le s p w p r o d u c ti o n d a f0 e d .d g n

PFH 59(1) AK

NO SCALE

POLYVINYL CHLORIDE (PVC) PLASTIC ROUND PIPE CULVERT

PLASTIC PIPE END SECTION

SIDE

TOP

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350

SMOOTH WALL (SOLID WALL) CORRUGATED RIBBED

SIZE

PIPE

SIZE

PIPE

SIZE

PIPE

SIZE

PIPE

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 1784

SMOOTH WALL (SOLID WALL) RIBBED

SIZE

PIPE

NUMBER 335434C

CELL CLASSIFICATION

NO. 435400C

CELL CLASS.

NO. 335434C

CELL CLASS.

COVER

MINIMUM

NO. 12454

CELL CLASS.

NO. 12364

CELL CLASS.

COVER

MINIMUM

NO. 12454C

CELL CLASS.

NO. 12364C

CELL CLASS.

SIZE

PIPE

A

C

D

B

NOTE:

COVER

MINIMUM

NO. 334433C

CELL CLASS.COVER

MINIMUM

COVER

MINIMUM

A B C D

FRONT

END SECTION DIMENSIONS

POLYETHYLENE (PE) PLASTIC ROUND PIPE CULVERT

and rigid pavement.

pipe to the top of the pavement for both flexible

Measure maximum fill height from the top of the to the top of the pavement for rigid pavements.

culvert to the subgrade for flexible pavements, and

Measure minimum cover from the top of the pipe of camber or increase the pipe culvert gradient.

the elevation of the inlet invert, reduce the amount elevation on the parabolic curve as designed exceeds

Develop camber on a parabolic curve. If the midpoint ordinate amount equal to 1% of the pipe length.

a chord through the inlet and outlet inverts an

When directed, camber pipe culverts upward from

2.

30"

24"

18"

7'

6'

5'

602-6

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET

1'

1'

(min.)

4' d ip a t c e n te r