AKDOT135(5)_Plans_Final.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

AK DOT 135(5)

ALASKA

MATANUSKA-SUSITNA BOROUGH

ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES

Glennallen

Palmer

Valdez

Portage

Whittier

ANCHORAGE

M O U N T A I N S T A L K E E T N A

Sutton

PRINCE WILLIAM SOUND

TRADING BAY

N

5002550

SCALE IN MILES

M O U N T A I N S

C H U G A C H

INDEX TO SHEETS

60 MPH

6.0%e (max)

V

ADT (2040)

ADT (2016)

LENGTH 0.82 MILES

PROJECT LOCATION

See Sheet A.3

GLENN

HWY.

Wiener Lake

Long Lake

APPROVED:

DATE

Project Location

Wasilla

PRESERVE

DENALI N.P

CEAN

OCITCRA

i r e B n g ea S

PACIFIC OCEAN

Gulf of A la k a s

Dillingham

Bethel ANCHORAGE

Homer

King Salmon

Kodiak

Valdez

Tok YUKON

WHITEHORSE

JUNEAU

Unalaska

Kotzebue

Nome

FAIRBANKS

Barrow

S

IB

E R

IA

C A

N A

D A

U N I T

E D S

T A

T E S

BC

PARK

NATIONAL

DENALI

NAT'L PARK

ST. ELIAS

WRANGELL-

NAT'L PARK

LAKE CLARK

N.P.

FJORDS

KENAI

NAT'L PARK

THE ARCTIC

GATES OF

N.P.

VALLEY

KOBUK

PRESERVE

KATMAI N.P.

NAT'L PARK

GLACIER BAY

ALASKA KEY MAP

k u

Y o n

R

UNI

TE

D

STATE

S

RUSS

IA

Chickaloon

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

Standard Specifications for Construction

R. JOHNSON

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

K

H A

R R I S

O N

Minor Bridge Work

Grading, Base, Paving, Safety Features, Rehabilitation:

WRANGELL -

ST. ELIAS

N.P.

K. PERMANENT TRAFFIC CONTROL PLAN

J. BRIDGE

I. TEMPORARY TRAFFIC CONTROL PLAN

H. SAFETY FEATURES

G. DRAINAGE

F. EROSION CONTROL

E. N. CHICKALOON BRANCH ROAD & PULLOUT

D. GLENN HIGHWAY PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

K.2-9

K.1

J.1-4

I.2-8

I.1

H.1-8

G.2-8

G.1

F.4-8

F.2-3

F.1

E.3

E.2

E.1

D.8

D.7

D.3-6

D.2

D.1

C.6

C.5

C.2-4

C.1

B.1-3

A.3

A.2

A.1

DRAWINGS AND DETAILS

PERMANENT TRAFFIC CONTROL PLANS, STANDARD

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

CHICKALOON RIVER BRIDGE (545) SHEETS

DRAWINGS AND DETAILS

TEMPORARY TRAFFIC CONTROL STANDARD

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

AND DETAILS

GUARDRAIL PLANS, STANDARD DRAWINGS

CULVERT PIPE STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

AND DETAILS

EROSION CONTROL STANDARD DRAWINGS

EROSION AND SEDIMENT CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

PULLOUT PLAN

PLAN AND PROFILE

TABULATION OF APPROACH ROAD QUANTITIES

FUEL SPILL INFORMATION

SURVEY CONTROL SHEET

PLAN AND PROFILE

RIGHT-OF-WAY DISPLAY

TABULATION OF PLAN AND PROFILE QUANTITIES

N. CHICKALOON BRANCH ROAD

TYPICAL SECTION - COMPOUND CUT DETAIL

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

A.1

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 a .d g n

AK AK DOT 135(5)

P

M

F e b r u a r y

H I N

S H

A W

C h e c k e d b y

D e s ig n e d b y

Western Federal Lands Highway Division

Chief of Engineering, CFHWY00272

MP 77.4 TO 78.2

WEST CHICKALOON GRADE SECTION:

GLENN HIGHWAY REHABILITATION

AND ABBREVIATIONS

PLAN SYMBOLS

A.2

STATE PROJECT

NUMBER

SHEET

U

S 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 DOT 135(5)

h e c k e d b y

D e s ig n e d b y

M

H I N

S H

A W

K

H A

R R I S

O N

M a r c h

BH

CP GPS

JH

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

RIP

G G

W W

DI

T T

NO SCALE

- no symbol -wall face

TP

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

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

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

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Compost Sock

Drill Lake

A K S U N A T A M

R E V I R

YAWHGIH NNELG

GLENN HIGHWAY

C H I C A L O O

R E

V I R

K

END PROJECT

N

SCALE IN MILES

1/4 1/40 1/21/8

C a r b o n C r e e k

Harrison Lake

Glennallen

110 miles

Su tt on m ile s

MP

MP

END PROJECT

T

N R

E

T

N R

E

T

N R

E

T

N R

E

VICINITY MAP

C oa l C re e k

BEGIN PROJECT

A.3

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

M a y

K

H A

R R I S

O

H I N

S H

C h e c k e d b y

D e s ig n e d b y

MP 77.4

10083+60.00

AK DOT 135(5)

MP 77.4 TO 78.2

WEST CHICKALOON GRADE SECTION:

GLENN HIGHWAY REHABILITATION

MP 78.2

10126+63.50

AK DOT 135(5)

MP 77.4 TO 78.2

WEST CHICKALOON GRADE SECTION:

GLENN HIGHWAY REHABILITATION

201+70.00

AK DOT 135(5)

MP 77.4 TO 78.2

WEST CHICKALOON GRADE SECTION:

GLENN HIGHWAY REHABILITATION

Sheet and Description

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

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Bridge Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-1000 SOIL EROSION CONTROL, SOIL

STABILIZATION (ROLLED EROSION CONTROL

PRODUCT, TYPE 4) ACRE 6.1 3.9 10.0

A0140 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING SQYD 2,500 250 2,750

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 6,830 670 7,500

A0180 15705-0300 SOIL EROSION CONTROL, SLOPE DRAINS LNFT 465 235 700

A0200 15705-1500 SOIL EROSION CONTROL, COMPOST SOCK LNFT 28,412 5,588 34,000

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 30 5 35

A0240 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 4 2 6

A0260 15707-1000 SOIL EROSION CONTROL, TEMPORARY TURF

ESTABLISHMENT SLRY 84 20 104

A0280 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL ALL

A0300 15801-0000 WATERING FOR DUST CONTROL MGAL 550 50 600

A0320 20101-0000 CLEARING AND GRUBBING ACRE 16.3 0.7 17.0

A0340 20301-2400 REMOVAL OF SIGN EACH 13 2 15

A0360 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,306 94 1,400

A0380 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 390 10 400

A0400 20401-0000 ROADWAY EXCAVATION CUYD 652,591 614 44,295 697,500

A0420 20411-0000 SELECT BORROW TON 30,065 1,435 31,500

A0440 20701-0900 SEPARATION-STABILIZATION GEOTEXTILE,

CLASS 2, TYPE D SQYD 739 81 820

A0460 25120-2000 RIPRAP DITCH, METHOD B LNFT 450 50 500

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 8,319 681 9,000

A0500 30302-1000 DITCH RECONDITIONING LNFT 300 300 As directed by the CO.

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 5,097 303 5,400

A0540 41201-0000 TACK COAT TON 8 1 9

A0560 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH

DEPTH (BRIDGE DECK) SQYD 1,387 1,387

A0580 55901-0000 MEMBRANE WATERPROOFING SQYD 1,869 1,869

A0600 56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION SQYD 1,151 1,151

A0620 60201-0800 24-INCH PIPE CULVERT LNFT 112 12 124

A0640 60201-1000 36-INCH PIPE CULVERT LNFT 74 6 80

A0660 61701-1300 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A

STEEL OR WOOD POSTS LNFT 1,838 113 1,950

-M ar -2

3:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Es tim at e-

_F in al .x ls x]

S he et

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.1DOT 135(5)AK

SHEET

NUMBER

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Bridge Permanent Traffic Control ALLOWANCE Bid

Schedule

A0680 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 1 1

A0700 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 2 2

A0720 61707-0000 STRUCTURE TRANSITION RAILING LNFT 92 92

A0740 61708-1000 REMOVE AND RESET, GUARDRAIL LNFT 80 63 38 180

A0760 61709-4000 REMOVE AND RESET, TERMINAL SECTION EACH 1 1 2

A0780 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 80 80

A0800 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 80 80

A0820 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 40 40

A0840 62201-2050 ROLLER HOUR 40 40

A0860 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 60 60

A0880 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD

MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 80 80

A0900 62301-0000 GENERAL LABOR HOUR 100 100

A0920 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH

DEPTH ACRE 8.0 1.0 9.0

A0940 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 6.9 2.1 9.0

A0960 62501-0000 TURF ESTABLISHMENT ACRE 14.9 1.6 16.5

A0980 62525-0000 WATER MGAL 3,000 3,000

A1000 63302-0000 SIGN SYSTEM SQFT 77 9 85

A1020 63309-0000 DELINEATOR EACH 6 6

A1040 63316-1000 REMOVE AND RESET SIGN EACH 15 4 19

A1060 63401-0000 PAVEMENT MARKINGS (MMA SOLID WHITE) LNFT 8,665 335 9,000

A1080 63401-0000 PAVEMENT MARKINGS (MMA SOLID YELLOW) LNFT 5,347 253 5,600

A1100 63401-0000 PAVEMENT MARKINGS (MMA SOLID BROKEN

YELLOW) LNFT 2,440 160 2,600

A1120 63401-0000 PAVEMENT MARKINGS (MMA STOP BAR) LNFT 180 60 240

A1140 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR LPSM ALL ALL

A1160 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR

MARKER, TYPE 42-INCH EACH 150 25 175

A1180 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 150 25 175

A1200 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE B EACH 9 3 12

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A1240 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 4 2 6

A1260 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE

TYPE 3 LNFT 80 10 90

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

3- M ar -2

9:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Es tim at e-

_F in al .x ls x]

S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2DOT 135(5)AK

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Bridge Permanent Traffic Control ALLOWANCE Bid

Schedule

A1280 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE

BARRIER LNFT 3,500 500 4,000

A1300 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 15,206 2,794 18,000

A1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN SQFT 260 80 340

A1340 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 2,700 600 3,300

A1360 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 18,000 18,000

A1380 63701-0000 FIELD OFFICE EACH 1

A1400 63704-0000 VEHICLE EACH 3

A1420 64620-0400 REMOVE AND RESET MAILBOX EACH 3 3

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

3- M ar -2

9:

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Es tim at e-

_F in al .x ls x]

S he et

3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3DOT 135(5)AK

FOOTNOTE:

QUANTITIES

TYPICAL SECTION

TABULATION OF

10108+25.

Includes quantities for N. Chickaloon Branch Road and pullout [1]

C.1

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

F e b r u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

NO SCALE

1:4 1:4

C le a r in g l im it

10'

Min.

C le a r in g l im it

10'

Min.

Lane Lane

7" compacted depth

Roadway Aggregate, Method 2, Select Borrow, 36" compacted depth

Profile grade

"[2]

Variable

[2]

Variable

Varies 11-12'

Shoulder

Varies 1-6'

LC

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

10' 10'

0.25DExisting ground

D

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Tack coat (between pavement lifts)

1:4 d it c h d e p th

M in

FOOTNOTE:

Existing Roadway Saw cut pavement structure

Proposed pavement

See this sheet

Safety Edge Detail (typ.)

1:4

7" compacted depth

Roadway Aggregate, Method 2, 6'6'

Profile grade

[2]

Variable

[1] 2% Crown

Select Borrow, 36" compacted depth

C le a r in g l im it

Min.

10'

Turf esta blish ment limit s

1:4

Shoulder Lane

LC

Lane Shoulder

See this sheet

Safety Edge Detail (typ.)

Min.

C le a r in g l im it

Turf establishment limits

Turf establishment limits

12'12' sti mil tne mhsi lbat se fruT

[2]

Variable

(between pavement lifts)

Tack coat depth, placed in two equal lifts

Type I, 5" compacted

Asphalt Concrete Pavement, d e p th d it c h

(between pavement lifts)

Tack coat depth, placed in two equal lifts

Type I, 5" compacted

Asphalt Concrete Pavement, 10'

[2]

Variable

GUARDRAIL DETAIL

Varies g r a v e l s h o u ld e r d g e o f

Second lift of asphalt

First lift of asphalt

Method 2, 12" compacted depth

Roadway Aggregate, 3.5'

[2]

Variable

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

Slope stake

.25D [2]

Variable

10' 10'

D

GLENN HIGHWAY

TYPICAL SECTION

10083+60.00 to 10091+51.70

10091+51.70 to 10100+50.00

Shoulder

Shoulder

Varies 1-6' linear transition to 10084+12.53.

Verify existing cross-slope at 10083+60.00 and provide a smooth

10083+60.00 to -2.0% at 10084+12.53.

Right edge of pavement varies from existing cross-slope at [3]

Contractor Staking Report.

Construct slopes as shown on the cross sections and in the[2] the plan and profile curve data. See Sheet C.3 for transition points.

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

C o n tr o l T y p

P e r im e te r E r o s io n

PAVEMENT TRANSITION

BEGINNING

Roadway Aggregate to cover safety edge

Pull Roadway Aggregate

TYPICAL SECTION A

TYPICAL SECTION B

[3] [1] 2% Crown

Varies 11-12'

C.2

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

M a y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b

H I N

S H

A W

K

H A

R R I S

O N

LC

1:4 1:4

Lane ShoulderLane[7]Shoulder

C le a r in g l im it

10'

Min.

Profile grade

V a ria b le

Turf e stablis hment lim its

Rockfall Ditch

[2]

Variable

[1] 2% Crown

LC

Lane Lane Shoulder[7]Shoulder

[2]

Variable

[1]Profile grade

[3

[2

V a ria b le

[4][2] Varies

FOOTNOTE:

Turf e stablis hment lim its in te r s e c ti o n r a d iu s v a r ie s a r o u d it c h d e p th

[2]1:50

Turf establishment limits

Turf establishm ent lim its

10100+50.00 to 10113+47.86

10113+47.86 to 10114+31.14

See Sheet C.2

Safety Edge Detail (typ.)

GLENN HIGHWAY

TYPICAL SECTION

[6]Select Borrow, 36" compacted depth

Tack coat (between pavement lifts)

[6]Select Borrow, 36" compacted depth

Tack coat (between pavement lifts) as approved by the CO. See Cross Sections.

project, the proposed 36" of Select Borrow may be eliminated, Where adequate Select Borrow exists from the AK DOT 135(2)

Existing Roadway Aggregate

Concrete Pavement

Existing Asphalt

[5]24'-33' 6' Varies 12-15' 6'[5]24' - 33'

Roadway Aggregate, Method 2, 7" compacted depth

Asphalt Concrete Pavement, Type I, 5" compacted depth, placed in two equal lifts

Varies 15'

Roadway Aggregate, Method 2, 7" compacted depth

Asphalt Concrete Pavement, Type I, 5" compacted depth, placed in two equal lifts

Existing Roadway

Varies

C le a r in g l im it

10'

Min.

Branch Road profile.

Provide a smooth transition to match N. Chickaloon[4]

See Sheet C.5 for compound cut Typical Section.[3] and in the Contractor Staking Report.

Construct slopes as shown on the cross sections [2] this sheet for transition points.

indicated on the plan and profile curve data. See table on

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

12'- 13.66'

13.66' - 15'

Establishment

Turf

TYPICAL SECTION C

TYPICAL SECTION D

[2]Varies

1:4

See Sheet C.2

Safety Edge Detail (typ.)

6' - 12.25'

C.3

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

M a y

C h e c k e d b y

D e s ig n e d b y linear transition to 10084+12.53.

Verify existing cross-slope at 10083+60.00 and provide a smooth

10083+60.00 to -2.0% at 10084+12.53.

Right edge of pavement varies from existing cross-slope at [8] and in the Contractor Staking Report. See Sheet E.2.

Construct edge of shoulder as shown on the cross sections [7] excavation. See SCR 204.06.

Select Borrow may be reduced to 6" in areas of bedrock [6]

33' from 10110+50.00 to 10113+47.86

30' from 10106+50.00 to 10110+50.00;

24' from 10100+50.00 to 10106+50.00;[5]

GLENN HIGHWAY

TYPICAL SECTION

C.4

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135 (5)

M a y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y subsidiary to paving items.

Milling of existing pavement in the detailed station range is[3]

Contractor Staking Report.

Construct slopes as shown on the cross sections and in the[2] transition points.

the plan and profile curve data. See table on Sheet C.3 for

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

LC

[1]Profile grade

New asphalt surface asphalt surface

Bottom of existing roadway aggregate

Bottom of existing

[3]10118+21.16 to 10119+00.00

MILLING DETAIL

placed in equal lifts

5" compacted depth, Asphalt Concrete Pavement, Type I, minimum 5" new asphalt sufficient depth to allow

Mill depth varies, mill

Mill pavement

Tack coat

Vertical saw cut

LC

Varies

Existing Roadway

15'

Lane Lane

6'

Shoulder

Varies

[1]Profile grade

15'

Shoulder

Existing approach slab

Existing asphalt overlay

Tack coat (between pavement lifts)

4" compacted depth, placed in equal lifts

Asphalt Concrete Pavement, Type I, Existing concrete wedge along south approach slab and bridge to be removed, See Sheet J.2

Final asphalt overlay on approach slabs and bridge

TYPICAL SECTION E

10114+31.14 to 10114+49.82

10118+02.50 to 10118+21.16

LaneLane

LC

[1]Profile grade

Tack coat (between pavement lifts)

Select Borrow, 36" compacted depth

Turf esta blish ment limit s

Min.

C le a r in g l im it

Existing Asphalt Concrete

Existing Roadway Aggregate

Existing Select Borrow

See Sheet C.2

Safety Edge Detail (typ.)

[2]

Varia ble

[2]

Varia ble

1:4

Method 2, 7" compacted depth

Roadway Aggregate, 10'

Varies 15-15.5'

TYPICAL SECTION F

10118+21.16 to 10119+00.00

15' 6'

Shoulder

6'

Shoulder

5" compacted depth, placed in equal lifts

Asphalt Concrete Pavement, Type I, See Sheet C.2

Safety Edge Detail (typ.)

placed in equal lifts, see detail

Type I, 5" compacted depth, Asphalt Concrete Pavement, 1:4

7" compacted depth Roadway Aggregate, Method 2, Tack coat (between pavement lifts)

Turf establishment

5" compacted depth, placed in two equal lifts Asphalt Concrete Pavement, Type I, [2]

Variable

Select Borrow, 36" compacted depth

Varies 11-15'

C le a r in g l im it

Min.

[2]

Variable

10'

Turf esta blish ment limit s

1:4

Shoulder Lane

LC

Lane Shoulder

See Safety Edge Detail (typ.)

10'

Min.

C le a r in g l im it

D it c h D e p th

M in

[1]Profile grade

TYPICAL SECTION G

10119+00.00 to 10126+63.50

Varies 11-15.5' Varies 1-6'Varies 1-6'

1:4

Filter Rock

Class 2, Type D

Separation-Stabilization Geotextile, Varies Varies

Top of Select Borrow

RIPRAP DITCH, METHOD B DETAIL

10122+50.00 to 10126+63.50 (LT)

V ariable

1'-6"

15' typ.

H I N

S H

A W

K

H A

R R I S

O N

1:4

LC

Silt

Sands & Gravels

[1]

1:1.5

[1]

1:2

Anticipated Hinge Point

Original Ground

1:4

LC

Silt

Sands & Gravels

Bedrock

[1]

1:2

[1]

1:1.5

[1

:1

Original Ground

Anticipated Hinge Point

Anticipated Hinge Point

:1

:1

FOOTNOTE:

GLENN HIGHWAY

COMPOUND CUT DETAIL

TYPICAL SECTION

NOTE:

10105+40.00 to 10114+00.00

10100+50.00 to 10105+40.00

Rockfall ditch

24' - 33'

Shoulder

6'

Lane

12'-15'

Rockfall ditch

12' - 33'

Shoulder

6'

Lane

12'-15'

Stage 1 Excavation

Stage 2 Excavation

Stage 3 Excavation

LEGEND:

Temporary Slope #1

Temporary Slope #2 :1

Temporary Slope #1

Anticipated initial slope staking

(Contractor determined)[2]

Anticipated initial slope staking

(Contractor determined)[2] establishing the initial and final slope staking limits.

A minimum of two slope staking events will be required for[2] compound cut will be verified by the Contractor per SCR 204.06(a).

Contractor Staking Report. The top of the rock portion of the

Construct slopes as shown on the cross sections and in the[1]

C.5

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

M a y

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION H

TYPICAL SECTION I

Submit a plan showing slopes to be approved by the CO.

for winter shutdown periods at a minimum of 30 days in advance.

2. The CO must approve temporary slopes planned to be left in place these stations.

1. See Sheets C.2-3 for additional Typical Section details at

LaneLane

H I N

S H

A W

Turf establishment limits

BRANCH ROAD

N. CHICKALOON

TYPICAL SECTION

K

H A

R R I S

O N

C.6

STATE PROJECT

NUMBER

SHEET

U

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

d g n

AK DOT 135(5)

M a r c h

C h e c k e d b y

D e s ig n e d b y

1:4 1:4

12'

Tack coat (between pavement lifts)

LC

12'

Profile grade

2' Shoulder2' Shoulder

C le a r in g l im it

10'

Min.

C le a r in g l im it

10'

Min.

[2]

Variable

[1] 2% Crown

4" compacted depth, placed in two equal lifts

Asphalt Concrete Pavement, Type I, sti mil tne mhsi lbat se fr uT

FOOTNOTE:

See Sheet C.2

Safety Edge Detail (typ.)

NO SCALE

8" compacted depth

Roadway Aggregate, Method 2, Select Borrow, 12" compacted depth

D it c h D e th

V r ia b le

[2]

Variable

200+70.00 to 202+00.00 in the Contractor Staking Report.

Construct slopes and ditches as shown on the cross sections and[2]

Construct cross-slopes as shown on the cross sections.[1]

Existing Roadway Saw cut pavement structure

Proposed pavement

PAVEMENT TRANSITION

ENDING

TYPICAL SECTION J

NOTE:

GLENN HIGHWAY

PLAN & PROFILE QUANTITIES

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

F e b r u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Includes furnishing new supports and hardware.[9] earthwork runs.

modification of the AK DOT 135(2) project, not reflected in

Includes a deduction of 1,760 cubic yards removed during a[8]

Includes additional quantities not reflected in earthwork runs.[7] areas where topsoil is obtained, not reflected in earthwork runs.

Includes additional quantities to replace volumes in embankment[6] is approximately 6" asphalt over 6" roadway aggregate.

AK DOT 135(2) project, where the existing pavement section asphalt over 4.8" base material except for the limits of the

Existing Glenn Highway is composed of approximately 7.2" [5]

Includes quantities for N. Chickaloon Branch Road.[4]

Includes quantities for pullout 10108+25.[3] reflected in earthwork runs.

and embankment areas. Includes additional quantities not

Based on conserved topsoil depth of 4-inches in excavation[2]

Includes conserved topsoil.[1]

1. See Sheet E.1 for additional Approach Road quantities.

820820

0 96

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

DEED 2009-020300-0

PARCEL 1

SEC. 36

GOVT. LOT 3

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 2

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

Slope stake limits (cut)

Slope stake limits (fill)

Slope stake limits (fill)

DENNIS FALLDORF

SE 1/4 SEC. 25

VICTORIA G. CARPENTER

DEED 2009-020300-0

PARCEL 2

SEC. 36

GOVT. LOT 3

Scale: 1" = 200'

N

Line to be constructed

Glenn Highway

DISPLAY

RIGHT-OF-WAY

[1]Limits

25' Clearing

969.59' LT.

10104+25.67, EASEMENT

CONSTRUCTION

END

Construction Easement = Property Line

15.46 acres = 673,385.29 sq ft

Construction Easement =

Construction Easement = Property Line

96.32' LT.

10100+09.71, EASEMENT

CONSTRUCTION

BEGIN

D.2

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

J a n u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Approximate clearing limits beyond slope stake limits

FOOTNOTE:

Clear to limits shown in the contractor staking report.[1]

NOTE:

coordinate system. See Physical Data for additional ROW exhibits.

ADL 232406. The ROW lines were inserted using a common

DOT, Plat No. 2015-16 Palmer Recording District and

The ROW lines shown are from record mapping provided by

P C

.0

P T

.7

.3

+0.9177%

N

ACCOUNT: 20N05E36A002

VICTORIA G. CARPENTERSTATE OF ALASKA DNR

D

L= 336.61'

T= 169.74'

R= 1,060.00' e = 6.0%

Guardrail RT

Existing ground

Profile grade

Slope stake limits (cut)

Slope stake limits (fill)

.0

.0

Transition

T

T Terminal section type tangent

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 2

DEED 2009-020300-0

PARCEL 1

SEC. 36

GOVT. LOT 3

M

H I N

S H

A W

(55 mph)

.0

.0

TP

BH

Curve Data

Shoulder Width = 1'

Lane Width = 11'

Match Existing

Shoulder Width = 3'

Lane Width = 12' LT & RT

(transition)

Slope stake limits CP

13187

13188

CP

CUYD

EXC.

CUYD

EMB.

10090+0010087+5010085+0010082+50

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

D.3

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

a r c h

H A

R R I S

C h e c k e d b y

D e s ig n e d b

El= 819.30'

E = 166,786.551

N = 221,181.868

BEGIN PROJECT

beyond slope stake limits

Approximate clearing limits

Approximate location of test borings

Approximate location of test pits

Existing edge of pavement

Proposed edge of shoulder

Line to be constructed

LEGEND:

3,957

10083+05

Begin Construction

Install 36" culvert

10089+50

Install 24" culvert

10090+00 LT

pave through returns entrance left, 20' radii, Construct residential

10090+00

10083+60.00

0 9

BH SC15-01

P T

.7

P C

.9

.5

+2.0827%300' VC

K = 258

.0

+2.0827%

+0.9576%

300' VC

K = 267

SSD = 1109'

.0

.0

+0.38%

N

CP

13189

CP

13190

CP

13191

Line to be constructed

Profile grade

.4

F

F

Existing ground

.7

.7

Transition 1

.8

Lane LT

Transition - Widen

Slope stake limits (fill)

Slope stake limits (cut)

Slope stake limits (fill)

DEED 2009-020300-0

PARCEL 2

SEC. 36

GOVT. LOT 3

DEED 2009-020300-0

PARCEL 1

SEC. 36

GOVT. LOT 3

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

Terminal section type flared

.5

Slope stake limits (cut)

.0

.0

T

T Terminal section type tangent

Guardrail RT

165,260

28,952

843.39'

10102+50 LT

Special ditch LT

Remove guardrail pave through returns entrance left, 20' radii, Construct residential

10094+85 do not disturb

Existing structure, do not disturb

Existing structure, CUYD

EXC.

CUYD

EMB.

10105+00

800 800

810 810

820 820

830 830

840 840

850 850

860 860

870 870

880 880

10090+00 10092+50 10095+00 10097+50 10100+00 10102+50

Shoulder Width = 6' LT & RT

Lane Width = 12' LT & RT

D.4

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

F e b r u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Install 24" culvert

10094+85 LT

BH SC15-02

BH SC15-03vwp

SG14-23

CRB14

-01

-02

-03

-04

-05

-06

P C

.9

P T

.4

P C

.3

P C

C

.2

.3

+0.9576%

760' VC

K = 139

.9

N

.0

D

R= 1,060.00'

T= 509.24'

L= 949.46'

Existing ground

Profile grade

Line to be constructed e = 6.0%

W = 3.0'

(55 mph)

Slope stake limits (cut)

Slope stake limits (fill)

.9

.0

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

M

H I N

S H

A W

Top of bridge deck

.0

Guardrail RT

.0

Guardrail RT follows edge of pullout

.6

.0

B

Guardrail RT

Lane RT

Transition - Widen

.8

.0

See E.2 for Guardrail Details LT

B

B

.6

.2

T

T to remain

Note: Guardrail RT d a o R h c n a r

B n o ol a k ci h

C .

N

See Sheets J.1-J.4

Chickaloon Bridge

See Sheet. E.3

10108+25

Pullout

Existing Pullout

469,271 943

844.91'

10106+50 LT

Special ditch LT

+0.38%

Remove guardrail, concrete barrier approach road, see cross sections

Matchline for mainline and

Remove and reset transition rail transition rail

Remove and reset

Remove and reset guardrail

Remove and reset terminal section

Structure transition railing, reset from existing

Terminal section type tangent, reset from existing

[1]Guardrail LT

.0

Lane RT

Transition - Widen asphalt overlay

Concrete deck plus

Top of wearing surface =

12,200

D

R= 1,060.00'

T= 105.82'

L= 210.93' e = 6.0%

W = 3.5' to remain

Existing guardrail

Slope stake limits (transition)

(guardrail)

R = 150'

(guardrail)

R = 150'

Shoulder Width = 6' LT & RT

Lane Width = 15' LT & 12' RT

Shoulder Width = 6' LT & RT

Lane Width = 15' LT & 15' RT

Curve Data

Curve Data

CP

15118

+6.4

CUYD

EXC.

CUYD

EMB.

10120+0010117+5010115+0010112+5010110+0010107+5010105+00

820 820

830 830

840 840

850 850

860 860

870 870

880 880

890 890

900 900

D.5

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

a r c h

K

H A

R R I S

C h e c k e d b y

D e s ig n e d b y

Partial quantity reset from existing[1]

0 8

960 980

SG1

4-

TP1

5-

TP15

-02

TP15-03

P C

C

.2

P T

.7

+6.4

.6

+7.5

4%

200' VC

K = 175

.9

.0

CP

13195

CP

13196

L

IN

E E

A S E

M E N T

S E C T

IO

L

IN

E E

A S E

M E N T

S E C T

LIN

E

A S E

M E N T

' S

E C T

E

A S E

M E N T

' S

E C T

Line to be constructed

Profile grade

EL = 926.98'

E = 169,772.265

N = 223,978.075

M

H I N

S H

A W

Future alignment

LIN

E E

A S E

M E N T

' S

E C T

E

A S E

M E N T

' S

E C T

PORTION OF GOVT. LOT 5, SEC. 30

PEARL CORPORATION

HILLMAN ESTATE &

SE 1/4 SEC. 25

DENNIS FALLDORF

Future ProfileExisting ground

CUYD

EXC.

CUYD

EMB.

10127+5010125+0010122+5010120+00

.0

.5

.1

T

Slope stake limits (fill)

N

GOVT. LOT 4, SEC. 31

STATE OF ALASKA DNR

Slope stake limits (cut) limits (transition)

Slope stake

D

R= 750.00'

T= 281.98'

L= 539.44' e = 6.0%

W = 3.5'

.0

.0

Lane LT

Transition - Narrow

.0

Narrow Lane RT

Transition -

Shoulder Width = 1' LT & RT

Lane Width = 11' LT & RT

Match Existing

.7

R

T L a n e

.7

(all)

Transition

5,784

9,200

Curve Data

Shoulder Width = 6' LT & RT

Lane Width = 15' LT & 15.5' RT

Shoulder Width = 6' LT & RT

Lane Width = 12' LT & 15.5' RT

CP

15117

CP

15116

D.6

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

a r c h

K

H A

R R I S

C h e c k e d b y

D e s ig n e d b y

See Sheet C.4

Construct Riprap Ditch, Method B

10122+50 to 10126+63.50

END PROJECT

10126+63.50

GPK FILE DATED Sepember 2013, 15000 series added 9/2015

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

13187 220881.895 166456.994 817.612 61°46'46.846416" N 148°28'11.915610" W 877.183 0.99993847 5/8"IR W/FHWA ALUM CAP

13188 221324.181 166950.124 820.308 61°46'51.085449" N 148°28'01.449528" W 879.923 0.99993863 5/8"IR W/FHWA ALUM CAP

13189 221651.886 167339.571 826.368 61°46'54.220555" N 148°27'53.194026" W 886.016 0.99993858 5/8"IR W/FHWA ALUM CAP

13190 221865.638 167885.612 830.759 61°46'56.197421" N 148°27'41.739143" W 890.447 0.9999387 5/8"IR W/FHWA ALUM CAP

13191 222195.403 168488.792 839.092 61°46'59.302593" N 148°27'29.038939" W 898.828 0.99993866 5/8"IR W/FHWA ALUM CAP

13195 223808.562 169477.071 902.139 61°47'14.949461" N 148°27'07.697757" W 961.984 0.99993625 5/8"IR W/FHWA ALUM CAP

13196 224066.942 169905.216 938.517 61°47'17.392224" N 148°26'58.668807" W 998.396 0.99993478 5/8"IR W/FHWA ALUM CAP

13197 224280.737 170420.223 983.747 61°47'19.375547" N 148°26'47.855735" W 1043.6647 0.99993293 5/8"IR W/FHWA ALUM CAP

13198 224302.526 170719.671 1007.285 61°47'19.519536" N 148°26'41.619352" W 1067.2216 0.99993199 5/8"IR W/FHWA ALUM CAP

13199 224162.083 171004.992 1032.638 61°47'18.069965" N 148°26'35.757432" W 1092.5877 0.99993096 5/8"IR W/FHWA ALUM CAP

13200 224151.241 171513.522 1077.309 61°47'17.843268" N 148°26'25.190595" W 1137.2921 0.99992914 5/8"IR W/FHWA ALUM CAP

13201 224354.941 172178.803 1130.053 61°47'19.690928" N 148°26'11.257751" W 1190.0827 0.99992703 5/8"IR W/FHWA ALUM CAP

13202 224585.927 172546.035 1160.290 61°47'21.877454" N 148°26'03.507311" W 1220.3493 0.99992581 5/8"IR W/FHWA ALUM CAP

13203 224964.482 173021.554 1184.715 61°47'25.490630" N 148°25'53.431164" W 1244.8146 0.99992494 2"DIA ALUM CAP GH 78.6

13204 225363.466 173484.448 1196.545 61°47'29.307676" N 148°25'43.606590" W 1256.684 0.99992466 5/8"IR W/FHWA ALUM CAP

13205 225493.842 174072.609 1229.108 61°47'30.450844" N 148°25'31.312026" W 1289.2883 0.99992347 5/8"IR W/FHWA ALUM CAP

13206 225351.982 174581.718 1210.451 61°47'28.933056" N 148°25'20.798235" W 1270.6359 0.99992467 5/8"IR W/FHWA ALUM CAP

13207 225338.014 174950.231 1197.118 61°47'28.707484" N 148°25'13.143319" W 1257.3213 0.99992554 5/8"IR W/FHWA ALUM CAP

13208 225492.680 175434.804 1184.382 61°47'30.113798" N 148°25'02.989987" W 1244.6106 0.99992644 5/8"IR W/FHWA ALUM CAP

15101 225465.388 173708.779 1207.710 61°47'30.25747" N 148°25'38.89107" W 1267.8725 0.999923838 5/8"IR W/FHWA ALUM CAP

15102 225599.849 173654.060 1205.828 61°47'31.59397" N 148°25'39.96117" W 1265.9936 0.999923894 5/8"IR W/FHWA ALUM CAP

15103 225652.951 173461.581 1211.660 61°47'32.16244" N 148°25'43.93655" W 1271.8173 0.999923497 5/8"IR W/FHWA ALUM CAP

15104 225605.754 173131.052 1185.915 61°47'31.77648" N 148°25'50.83272" W 1246.0543 0.999924525 5/8"IR W/FHWA ALUM CAP

15105 225556.036 172884.277 1180.044 61°47'31.34573" N 148°25'55.98866" W 1240.169 0.999924654 5/8"IR W/FHWA ALUM CAP

15106 225507.154 172628.396 1177.281 61°47'30.92531" N 148°26'01.33347" W 1237.3895 0.999924629 5/8"IR W/FHWA ALUM CAP

15107 225464.498 172419.602 1177.468 61°47'30.55497" N 148°26'05.69612" W 1237.563 0.999924492 5/8"IR W/FHWA ALUM CAP

15108 225416.203 172214.712 1166.784 61°47'30.12815" N 148°26'09.98035" W 1226.8659 0.999924877 5/8"IR W/FHWA ALUM CAP

15109 225377.126 172054.186 1169.158 61°47'29.78152" N 148°26'13.33754" W 1229.2176 0.999924666 5/8"IR W/FHWA ALUM CAP

15110 225290.511 171690.183 1152.243 61°47'29.01508" N 148°26'20.94913" W 1212.2781 0.999925252 5/8"IR W/FHWA ALUM CAP

15111 225062.539 171552.214 1124.405 61°47'26.80381" N 148°26'23.93154" W 1184.4233 0.9999265 5/8"IR W/FHWA ALUM CAP

15112 224787.309 171404.117 1117.808 61°47'24.12976" N 148°26'27.14792" W 1177.8073 0.999926725 5/8"IR W/FHWA ALUM CAP

15113 224642.881 171139.431 1091.951 61°47'22.77066" N 148°26'32.72296" W 1151.9245 0.9999278 5/8"IR W/FHWA ALUM CAP

15114 224530.524 170914.134 1071.131 61°47'21.71786" N 148°26'37.46295" W 1131.0868 0.999928659 5/8"IR W/FHWA ALUM CAP Note:

15115 224475.728 170593.242 1057.201 61°47'21.25409" N 148°26'44.16172" W 1117.1351 0.999929129 5/8"IR W/FHWA ALUM CAP

15116 224387.317 170375.715 1037.943 61°47'20.43506" N 148°26'48.72813" W 1097.861 0.999929918 5/8"IR W/FHWA ALUM CAP

15117 224142.508 170240.284 964.451 61°47'18.05730" N 148°26'51.66532" W 1024.3533 0.999933351 5/8"IR W/FHWA ALUM CAP

15118 222398.799 168977.579 843.757 61°47'01.19037" N 148°27'18.77834" W 903.5284 0.999938359 5/8"IR W/FHWA ALUM CAP

PROJECT :GLENN HIGHWAY

DATE OF FIELD WORK :Summer 2013 DATE OF FINAL ADJUSTMENT : september 2013

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM :SPCS SCALED TO GROUND

VERTICAL DATUM :Differential levels holding beginning elevation at CP 13101

To convert the local coordinates to NAD83(CORS) State Plane U.S. Survey Foot coordinates, translate using +2,624,893.36529 N, +1,738,991.40294 E, and scale using 0.9999202167

STATE PROJECT

DOT 135(5) D.7AK

C

M yF ile s\

Pr oj ec ts

\A la sk a\

G le nn _H ig hw ay \C on tr ol \C on tr ol _S he et s\

PW

\p w

2\ [G le nn

_H ig hw ay

_C on

-F eb -2

2:

P M

W

FL

H D

_S ur ve y

D av ie s

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

Existing guardrail to be removed NOTE:

N

Existing Glenn Highway

Slope stake limits (fill)

Line to be constructed

Existing edge of shoulder

Existing edge of traveled way

Existing pullout

D.8

STATE PROJECT

NUMBER

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Scale: 1" = 50'

U

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

FOR INFORMATION ONLY

APPROXIMATE LIMITS

FUEL SPILL

AK DOT 135(2) Project tie-in

99.52' RT

10108+95.16

111.59' RT

10108+93.95

Existing centerline

92.52' RT

10108+95.88 61.94' RT

10114+56.79

43.01' RT

10114+66.98

S e p te m b e r to be removed. Do not obtain topsoil within the fuel spill limits.

only in areas within the slope stake limits outside of the pavement only the existing pavement and aggregate base. Place fill material

3. Within the fuel spill limits, from 10108+90 to 10114+70, excavate requirements, however, cleanup may not be complete in this area.

shown. Excavation from this project was subject to similar ADEC

2. The AK DOT 135(2) project limits overlap the fuel spill area as disposal requirements.

1. See Sections 107 and 204 for field screening, testing, handling and this location.

Clear and construct embankment as directed in within project slope stake or typical clearing limits.

Area outside of original Glenn Highway pavement in this location.

construct embankment as directed

Clear, excavate pavement and original Glenn Highway pavement.

Approximate fuel spill limits within

Total range of potentially hazardous material to be handled = 0-400 cubic yards

Excavation of existing aggregate base = 139 cubic yards

Excavation of existing pavement = 139 cubic yards of SB lanes)2 110108+95.17 to 10112+78.14 (existing NB lanes and

Not reflected in Geopak earthwork runs:

Potential earthwork subject to ADEC testing requirements (For Information Only) -

LEGEND:

ROAD

N. CHICKALOON BRANCH

APPROACH ROAD QUANTITIES

TABULATION OF

E.1

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

F e b r u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b

120' VC

K = 41

SSD = 426'

.1

.0

.9

-3.5450%

-0.6000%

.6

B

B

G le n n H ig h w a y

P T

.2

P C

.6

D

R= 80.00'

T= 24.50'

L= 47.55'

Scale: 1" = 50'

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

STATE OF ALASKA DNR

SEC. 36

GOVT. LOT 1

N. Chickaloon Branch Road

Structure rail transition

End radius

14.00' LT

201+06.81

R = 150'

Proposed edge of shoulder

Begin radius

21.00' LT

10112+71.76

Begin radius

32.01' RT

200+53.20

Slope stake limits (fill)

Proposed Glenn Highway

See Mainline cross sections

Proposed intersection grade, CUYD

EXC.

CUYD

EMB.

845 845

850 850

855 855

860 860

865 865

870 870

875 875

880 880

885 885 B L

Guardrail, RT

B

L

201+00200+00 202+00 approach road, see cross sections

Matchline for mainline and

Remove and reset terminal section

Remove and reset guardrail

Slope stake limits (cut)

Recondition as directed by the CO

Existing riprap ditch

Terminal section type LST, reset from existing

[1]G4

[1] Reset from existing follows edge of guardrail, see Sheet H.1

Proposed edge of shoulder

Typical 2' shoulder width 200+89.00

.5

M a in li n e

.3

.3

.9

Curve Data

BEGIN CONSTRUCTION

END CONSTRUCTION

E.2

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

F e b r u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Existing ground

Elev. = 856.98' E = 169,030.512 N = 223,071.756

Elev. = 859.53' E = 169,115.177 N = 222,973.105

Profile grade

200+70.00

N. CHICKALOON BRANCH ROAD

202+00.00

Edge of paved shoulder

Line to be constructed

SECTION A-A

L C

N

P C

.9

1:50.0 1:2

12" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Select Borrow

4.0% reduce abrupt breakovers

Round pullout edge to

Method 2, 7" compacted depth

Roadway Aggregate, 5" compacted depth, placed in two equal lifts

Asphalt Concrete Pavement, Type I, Scale: 1" = 50'

NOTE:

1. See Sheets C.1 and D.1 for Pullout Quantities.

A yawhgiH nnelG desoporP

10108+25

PULLOUT PLAN

yawhgiH nnelG gnitsixE

E.3

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

M a y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Elevation = 854.75'

18.00' RT

10106+50.00

Elevation = 856.35'

38.00' RT

10109+00.00

Elevation = 854.91'

38.00' RT

10107+50.00

Elevation = 858.10'

18.00' RT

10110+00.00

1:5 taper

1:5 tap er

QUANTITIES

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

U

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

AK DOT 135(5)

a r c h

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b

0 8

800800

5 1

N

LEGEND:

Surface flow direction

NOTE:

Silt Fence

Line to be constructed

Line to be constructed

Matanuska River

Matanuska River

Disturbed Area

Scale: 1" = 100'

N

Scale: 1" = 100'

Edge of Shoulder

Edge of Shoulder

Compost Sock

Slope stake limits (fill)

Slope stake limits (transition) Slope stake limits (cut)

Slope stake limits (fill)

Slope stake limits (cut)

Slope stake limits (transition)

PLAN

SEDIMENT CONTROL

FINAL EROSION AND

M

H I N

S H

A W

Silt Fence

Check Dam

Install Compost Socks

Install Compost Socks

Install Compost Socks

Install Check Dams

Slope Drain

Install Slope Drain

[1]Install Compost Socks as directed by the CO to drain towards slope drain.

Compost Socks installed along cut slopes to be sloped 1-2%[1]

F.2

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

M a y

K

H A

R R I S

C h e c k e d b y

D e s ig n e d b y and are for conceptual purposes only.

4. Contours shown are approximate proposed finished grades

3. See Sheet F.6 for Compost Sock Detail.

3. See Sheet F.5 for Silt Fence Detail.

2. See Sheet F.4 for Check Dam Detail.

field as approved by the CO.

1. Final location of erosion control devices to be determined in the

BEGIN PROJECT

10083+60

880 880

980 990

P T

.7

Line to be constructed

N

Scale: 1" = 100' Slope stake limits (fill)

Slope stake limits (fill)

PLAN

SEDIMENT CONTROL

FINAL EROSION AND

Slope stake limits (transition)

M

H I N

S H

A W

Slope stake limits (cut)

LEGEND:

Surface flow direction

NOTE:

Silt Fence

Disturbed Area

Compost Sock

Silt Fence

Check Dam

Install Compost Socks

Install Compost Socks

Install Check Dams

Install Check Dams

[1]Install Compost Socks as directed by the CO to drain towards slope drain.

Compost Socks installed along cut slopes to be sloped 1-2%[1]

F.3

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

M a y

K

H A

R R I S

C h e c k e d b y

D e s ig n e d b y

Slope stake limits (fill) Install Compost Socks

N around bridge berm Install Silt Fence around bridge berm Install Silt Fence

Slope stake limits (cut) and are for conceptual purposes only.

4. Contours shown are approximate proposed finished grades

3. See Sheet F.6 for Compost Sock Detail.

3. See Sheet F.5 for Silt Fence Detail.

2. See Sheet F.4 for Check Dam Detail.

field as approved by the CO.

1. Final location of erosion control devices to be determined in the

END PROJECT

10126+63.50

(S)

CHECK DAM SPACING

DITCHV DITCH

TRAPEZOIDAL DITCH

PROFILE VIEWCROSS SECTION

CROSS SECTION

CHECK DAM

SPACING

2%

3%

4%

5%

6%

* Do not use Check Dams below

2% or above 6% ditch grades.

DITCH

GRADE

(G)

1V:1.2H (typ.)

Ponded water

:2 ty p.

DITCH GRADE (G)

Filter Rock

Filter Rock

Filter Rock

CHECK DAM

S (ft)

STATE PROJECT

NUMBER

SHEET

F.4 DOT 135(5) AK

M a r c h

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

SILT FENCE

F.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d a k fe .d g n

AK DOT 135(5)

a r c h

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Forced S

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

PLAN

T o e o f s lo e

Note 3See

Staple or tie

POSTS AT JOINTS

Geotextile fabric

Posts Detail

See End

End posts

Section A fabric

Geotextile

Section B

Geotextile fabric

Steel or wood post

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

See End Posts Detail

End posts

Staple or tiePOST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

4.

3.

2.

1.

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

PLAN

ELEVATION

Varies fo r s p a c in g

S e e n o te

Limits of clearing

Support mesh

Backfilled and compacted soil

Steel or wood post

(undisturbed)

Existing ground

Geotextile

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

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

m in m in

6" min. trench min.

4"

See Note 3

NOTE:

m in running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

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

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

F.6

STATE PROJECT

NUMBER

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

COMPOST SOCK

NOTE:

1.

2.

3.

4.

5.

6.

7.

4H : 1V

3H : 1V

2H : 1V

1H : 1V 10' - 0"

20' - 0"

30' - 0"

40' - 0"

MAXIMUM SPACINGSLOPE

PLAN VIEW

COMPOST SOCK DETAIL

D e fa u lt m y fi le s p w p r o d u c ti o n d a k ff .d g n control product, see note 3

Biodegradable rolled erosion

See detail

Compost sock (typ.)

Protected area

Disturbed area

(typ.)

Spacing varies table sock spacing

See compost

See note 3

Rolled erosion control product

2" x 2" x 24" untreated wooden

Compost sock

8"

M in im u m

M in

M a x wooden stake (typ.)

2" x 2" x 24" untreated

SECTION A

A

A

Le ng th v ar ie s off securely (typ.)

Excess sock material drawn in and tied

(typ.)

Stagger overlaps m ax

O .C

S pa ci n g around sock (typ.)

24" to 48" to prevent flow

Angle terminal end uphill o ve rl ap ty p.

2" m in

NO SCALE

Flow

Flow COMPOST SOCK SPACING TABLE

8" DIAMETER

Refer to SCR Section 157.15 for removal.

Perform maintenance in accordance with SCR Section 157.15.

of the Compost Sock.

of the effective height 2 1when accumulation has reached

Remove sediment from the up slope side of the Compost Sock

Install Compost Sock perpendicular to flow along contours.

Sock on top of blanket.

If Rolled Erosion Control Product is specified, place Compost when vegetation covers the surface.

Compost to be dispersed on site as determined by the CO, tie together.

Compost Sock ends 12" behind one another and securley

Securely knot each end of Compost Sock. Overlap adjacent

M a r c h

Place on 1-2% slope towards slope drain

Contour line

Lap in direction of flow manufacturer's recommendation tie-down method per

Allowable alternative

Diameter Minimum

Existing paved road

DOT 135(5) AK F.7

CONSTRUCTION EXIT

STABILIZED

ingress / egress area 20' typ.

Provide full width of

Geotextile filter, Class 2, Type C (Woven) subsidiary to Soil Erosion Control, Stabilized Construction Exit

All work and materials associated with this installation are

Adjust length to fit field conditions as approved by CO.

onto paved roadway.

Remove build-up of sediment as necessary to reduce tracking using exit.

Construct radius to allow turning movement of typical truck drainage ditches.

Provide temporary drainage where entrance crosses existing

Construct drainage ditches along entrance as directed by the CO.

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d a k fg .d p r il

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

50' typ.

See Note 2

25' radius typ.

6" min.

STABILIZED CONSTRUCTION EXIT NOTE:

5.

4.

3.

2.

1.

as approved by the CO

Clean, crushed aggregate 3" to 6" in diameter

WATERWAY

RIPRAP LINED

m in m in

SLOPE DRAINS

NO SCALE

CUT SLOPE

SECTION B-B

SECTION A-A

PLAN

Cut slope

Compost sock

Roadway

FLOW

Original ground

Slope rounding

Toe of slope

FLOWFLOW

or Roadway Embankment

Top of Cut

Compost sock

Waterway

Cut slope

FLOW

9" min.

A

A

B B

6.

5.

4.

3.

2.

1.

Separation-Stabilization Geotextile, Class 2, Type D

Separation-Stabilization Geotextile, Class 2, Type D

F.8

STATE PROJECT

NUMBER

SHEET

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

AK DOT 135(5)

F e b r u a r y

H A

R R I S

H I N

S H

C h e c k e d b y

D e s ig n e d b y

Filter rock protected slope may be end dumped

Temporary filter rock temporary filter rock stabilized area or on

Discharge in drainage ditch, or as directed

10' ± dia.

min.

6"

8' min.

fill surface intermediate

Subgrade or

Control, Slope Drains

Filter Rock and geotextile fabric are subsidiary to Soil Erosion

Use Filter Rock. See Subsection 705.08.

subsidiary to Slope Drains.

after berm construction. Any required seed and mulch is

Seed and mulch any cut slope earth berms used immediately from disturbed areas.

Use toe-of-fill slope berms to divert offsite runoff away runoff velocity when existing grades are steep.

designated by the CO. Use check dams to reduce the slopes as shown on the Erosion Control Plans or as

Construct temporary berms at the top of all erodible cut

Use slope drains until the slopes are permanently stabilized.

by the CO. Place all slope drains at the end of each work shift.

on the Erosion and Sediment Control Plans or as designated and additionally as required by the CO. Use spacings as shown winter shutdown periods, final erosion and sediment control and filter rock) as the cut or embankment is constructed for

Use temporary slope drains (compost sock berms, drains,

10.4 x 16 60201 -0800

60201 -1000

63309 -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

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

D

EL

IN

EA

TO

R

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 LNFT EACH Lt Rt 10089+50 2 41 74 2 1, 2, 3

10090+00 LT 2 17 36 2 22 A, AS, C, GS 1, 2, 3

10094+85 LT 3 35 76 2…