ak-a2020161_plans.pdf

Chugach State Park

JBER

Military Reservation

Knik Arm

Turnagain

Arm

SHEET

NUMBERSTATE PROJECT

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TYPE OF CONSTRUCTION:

SPECIFICATION:

B. STOKES

PROJECT MANAGER

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PLANS PREPARED FOR

FAR NORTH BICENTENNIAL PARK

MUNICIPALITY OF ANCHORAGE

ALASKA

PLANS FOR PROPOSED PROJECT

Chief of Engineering, Western Federal Lands Highway Division

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

LENGTH 0.352 MILES

N

0 1.5 3

AK ANCHORAGE T 2016(1) A.1

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 PLAN SYMBOLS AND ABBREVIATIONS

A.3 VICINITY MAP

B. SUMMARIES

B.1-2 SUMMARY OF QUANTITIES

C. TYPICAL SECTION(S)

C.1 TYPICAL SECTION

D. PLAN-PROFILE

D.1 TABULATION OF PLAN QUANTITIES

D.2-14 PLAN AND PROFILE - TOUR OF ANCHORAGE TRAIL

D.15 SURVEY CONTROL

E. EROSION CONTROL

E.1 TABULATION OF EROSION CONTROL QUANTITIES

E.2-7 EROSION CONTROL PLAN AND PLAN - TOUR OF

ANCHORAGE TRAIL

E.8-10 EROSION CONTROL STANDARD DETAILS

F. LANDSCAPING PLANS

F.1 TABULATION OF LANDSCAPING QUANTITIES

F.2-4 LANDSCAPING PLAN - TOUR OF ANCHORAGE TRAIL

G. TEMPORARY TRAFFIC CONTROL

G.1 TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

G.2 TEMPORARY TRAFFIC CONTROL PLAN - TOUR OF

ANCHORAGE TRAIL

G.3 SPECIAL SIGN PANEL DETAILS

G.4 SIGN INSTALLATION - WOOD POSTS

H. BRIDGE CONSTRUCTION PLANS

H.1-9 BRIDGE SHEETS

H.10 RIPRAP DETAILS AND TABULATION OF QUANTITIES

See Sheet A.3 for Vicinity Map

SCALE IN MILES

INDEX TO SHEETS

DESCRIPTION

PLANS PREPARED BY

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BRENT L COE Digitally signed by BRENT L COE Date: 2022.08.10 11:04:34 -07'00'

NOTE:

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

PROPOSEDEXISTING

Trail

Lake, Pond or Reservoir; Marshland

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Sections

Pipe Culvert with Headwall

Underdrain

Building

Riprap

Top of Cut Toe of Fill Transition

Spring or Seep

Concrete Barrier

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM = steam, T = telephone, TV = CATV, W = water

BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features EM = electric meter, T = telephone pedestal, TV = CATV pedestal, UP = transformer or junction box, WF = water fountain

Box Culvert

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Right-of-Way Line with Monument

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement

36 31

Section Corner (Found, Projected)

36 31

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56 N

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

Wattle

T

Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

4 Section Line

16 Section Line

4 Section Corner (Found, Projected)

16 Section Corner (Found, Projected)

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub

W west

D

DHV

dia.

diag.

diaph.

dist.

drwg(s).

E e El. 94.16 ft elev.

emb.

EP

EQ or eq.

ER

EW

exc.

exp. jt.

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

galv.

gage (gauge) galvanized hdwl.

hex.

HW

headwall hexagon high water fin.

flg.

ft2 ft3 ftg.

finish flange square foot cubic foot (feet) footing

ID

jt.

inside diameter joint

L lam.

lat.

LNFT

long.

LPSM

Ls

lt. or LT

LW

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

N

NC

north normal crown

o. c.

o. to o.

OD

OG

on center out to out outside diameter original ground

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

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

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

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

T T.

TBM

thd.

TS

Ts typ.

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

V vph

VPI

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

S

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

SS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

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

CUFT

culv.

CUYD

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

max.

MGAL

min.

mon.

material maximum thousand gallon minimum monument

NOTE:

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

C

∆c Ø θs total central angle curve central angle diameter spiral central angle abut.

ADT

AH

appr.

BK

BM

BP

br.

brg.

abutment average daily traffic ahead approach back bench mark balance point bridge bearing cc or c. to c.

clr.

CMP

col.

conc.

conn.

constr. jt.

cont.

CS

ctrs.

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

M.L.

M.P.

main line mile post

R/W

P/E

TCE

P/E

R/W

Obliterate Roadway

AK ANCHORAGE T 2016(1) A.2

SHEET

NUMBERSTATE PROJECT

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PM

W101-1

PLAN SYMBOLS

AND ABBREVIATIONS

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

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BEGIN PROJECT

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - EAST

12+45.00

Elm ore Rd

B on ifa ce

P kw y

Pa tt er so n S t

B ax te r

R d

M ul do on

R d

Dowling Rd

Campbell

Dr. M L K Jr Ave

C am pb el l A ir st ri p

R d

E Tudor Rd

Fork North

Cam pbell

Creek

Fo rkSouth

Ca m pb ell A irs tri p

END PROJECT

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - EAST

94+25.80

Science

Ce nt er R d CAMPBELL CREEK

SCIENCE CENTER

JOINT BASE

ELMENDORF-RICHARDSON

ALASKA

BOTANICAL

GARDEN

FAR NORTH

BICENTENNIAL

PARK

CHUGACH STATE PARK

N G as lin e Tr ai l

BUREAU OF LAND

MANAGEMENT

Tour of Anchorage Trail

Sheilds Trail

Bl ue

D ot

T ra il

SOUTH FORK CAMPBELL

CREEK BRIDGE (SIDE)

SOUTH FORK CAMPBELL

CREEK BRIDGE (MAIN)

NORTH FORK CAMPBELL

CREEK BRIDGE

END PROJECT

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - WEST

97+25.00

BEGIN PROJECT

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - WEST

95+00.00

Musher 6-Mile

Loop Trail

BEGIN WORK

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - EAST

29+00.00

END WORK

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - EAST

79+25.00

RESUME WORK

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - EAST

74+70.00

Creek

SUSPEND WORK

AK ANCHORAGE T 2016(1)

TOUR OF ANCHORAGE TRAIL - EAST

42+95.00

N

0 750 1500 FT

A.3

VICINITY MAP

SHEET

NUMBERSTATE PROJECT

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ANCHORAGE T 2016(1)AK

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Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL

LANDSCAPE

PLANS

TEMPORARY

TRAFFIC

CONTROL

BRIDGE

CONSRUCTION

PLANS

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 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING LPSM ALL

A0140 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION LPSM ALL

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,710 150 1,860

A0180 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 2 2

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.8 0.8

A0220 20301-0400 REMOVAL OF BRIDGE NORTH FORK EACH 1 1

A0240 20301-0400 REMOVAL OF BRIDGE SOUTH FORK

SIDE EACH 1 1

A0260 20301-0400 REMOVAL OF BRIDGE SOUTH FORK

MAIN EACH 1 1

A0280 20302-2100 REMOVAL OF PIPE CULVERT LNFT 40 40

A0300 20401-0000 ROADWAY EXCAVATION CUYD 700 700

A0320 20402-0000 SUBEXCAVATION CUYD 650 650

A0340 20403-0000 UNCLASSIFIED BORROW CUYD 2,915 2,915

A0360 20410-0000 SELECT BORROW CUYD 450 450

A0380 20701-0600 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 2, TYPE A SQYD 4,480 4,480

A0400 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 160 160

A0420 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 80 80

A0440 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 300 300

A0460 30202-2100 ROADWAY AGGREGATE, METHOD 2, BASED ON 1.97

SURFACE COURSE TON 520 520 TONS/CUYD

A0480 55102-2200 STEEL PIPE PILE, IN PLACE EACH 8 8

A0500 55201-0800 STRUCTURAL CONCRETE, CLASS D

(AE) CUYD 21 21

A0520 55401-2000 REINFORCING STEEL, EPOXY

COATED LB 5,100 5,100

MileStone: 100% Design Date Completed: 08/05/22 Report Date: 08/05/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

5-

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3:

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Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

J:

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STATE PROJECT

B.1ANCHORAGE 2016(1)AK

SHEET

NUMBER

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL

LANDSCAPE

PLANS

TEMPORARY

TRAFFIC

CONTROL

BRIDGE

CONSRUCTION

PLANS

Bid Schedule

A0540 55504-0000 PRE-FABRICATED STEEL BRIDGE

NORTH FORK CAMPBELL LPSM All ALL

A0560 55504-0000 PRE-FABRICATED STEEL BRIDGE

SOUTH FORK CAMPBELL SIDE LPSM All ALL

A0580 55504-0000 PRE-FABRICATED STEEL BRIDGE

SOUTH FORK CAMPBELL MAIN LPSM All ALL

A0600 55601-1300 BRIDGE RAILING, TIMBER LNFT 300 300 Approach Railing

A0620 62501-0000 TURF ESTABLISHMENT ACRE 0.7 0.7

A0640 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

5- A ug

-2

3:

P

M

MileStone: 100% Design Date Completed: 08/05/22 Report Date: 08/05/22

J:

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]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

B.2ANCHORAGE 2016(1)AK

NUMBER

Turf Establishment

Turf Establishment

Turf Establishment Turf Establishment

1' Clear Width

1' Clear Width

5' Travel Width

5' Travel Width

5' Travel Width

5' Travel Width

Varies 0'-2.5' 1.5'

SHEET

NUMBERSTATE PROJECT

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ANCHORAGE T 2016(1)AK

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ITEM NO. ITEM DESCRIPTION UNIT QUANTITY REMARKS

20403-0000 UNCLASSIFIED BORROW CUYD 2,915

20410-0000 SELECT BORROW CUYD 450

20701-0600 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE A SQYD 4,480

30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON 520 BASED ON 1.97 TONS/CUYD

TYPICAL SECTION

C.1

SUBEXCAVATION GUIDE

STATION LT/RT

29+00 to 30+25 RT

30+12 to 30+25 LT

30+60 to 31+92 LT

32+45 to 32+65 RT

32+52 to 32+65 LT

33+38 to 33+59 LT/RT

76+52 to 76+75 RT

76+62 to 76+75 LT

77+18 to 77+80 LT/RT

D.1

TABULATION OF

PLAN QUANTITIES

ITEM NO. DESCRIPTION TOTALS UNIT REMARKS

20101-0000 CLEARING AND GRUBBING 0.8 ACRE

20301-0400 REMOVAL OF BRIDGE SOUTH FORK SIDE 1 EACH

20301-0400 REMOVAL OF BRIDGE SOUTH FORK MAIN 1 EACH

20301-0400 REMOVAL OF BRIDGE NORTH FORK 1 EACH

20302-2100 REMOVAL OF PIPE CULVERT 40 LNFT

20401-0000 ROADWAY EXCAVATION 700 CUYD

20402-0000 SUBEXCAVATION 650 CUYD

20403-0000 UNCLASSIFIED BORROW 2,915 CUYD

21101-1000 ROADWAY OBLITERATION, METHOD 1 160 SQYD

SHEET

NUMBERSTATE PROJECT

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∆ = 13° 16' 10" R = 135.00' T = 15.70' L = 31.27'

N71° 50' 15"W N58° 34' 05"W

BLM Trail 0.05 Miles

State of Alaska Property Lin e

Existing path to Campbell Science Center parking area

MOA Property Lin e

Widened construction turnout

P.

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2+

.1

P.

T.

.4

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

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-1

P& P

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D.2

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 12+45.00 N=321528.35 E=367451.74 El=253.85

BEGIN PROJECT

N

24524524

∆ = 35° 08' 29" R = 100.00'

T = 31.67' L = 61.33'

∆ = 31° 55' 23" R = 183.00' T = 52.34' L = 101.96'

∆ = 5° 22' 03" R = 300.00' T = 14.06' L = 28.10'

∆ = 19° 55' 34" R = 150.00'

T = 26.35' L = 52.17'

∆ = 4° 33' 58" R = 300.00'

T = 11.96' L = 23.91'

∆ = 5° 00' 30" R = 350.00' T = 15.31' L = 30.59'

N88° 49' 06"W

N66° 28' 12"W

N53° 40' 37"W

S86° 1 0' 24"W

N61° 54' 14"W

MOA Property Lin e

MOA Property Lin e

M O

A Property Line M

O A Property Line

Widened construction turnout

P.

C

2+

.1

P.

C.

.5

P.

C

7+

.9

P.

C

5+

.8

P.

C.

.9

P.

C

6+

.1

P.

T.

.3

P.

T.

.8

P.

T.

.8

P.

T.

.0

P.

T.

.5

P.

T.

.0

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

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D.3

Campbell

So ut h Fo rk

Cr ee k Side Channel

Cam

South Fork

∆ = 13° 31' 51" R = 120.00' T = 14.24' L = 28.34'

∆ = 103° 42' 56" R = 70.00' T = 89.14' L = 126.71'

∆ = 46° 08' 48" R = 120.00' T = 51.12' L = 96.65'

∆ = 8° 01' 01" R = 150.00'

T = 10.51' L = 20.99'

∆ = 6° 14' 41" R = 150.00'

T = 8.18' L = 16.35'

∆ = 11° 01' 10" R = 120.00' T = 11.58' L = 23.08'

N6° 47' 14"W

N1° 13' 48"E

N67° 21' 30"W

N73° 36' 11"W

N53° 40' 37"W

S6 6°

9'

2"

W

S7 7°

0'

2" W

CP 3004

CP 3005

Line to be constructed

Slope stake limits

MOA Property Line

MOA Property LineMOA Pr op ert y L ine

MOA Pr op ert y L ine

30+00

P.C

+98

.2

P.C

+54

.30

P.

C.

.6

P.

C

2+

.1

P.C .: 2

6+06.21

P.C

+54

.93

P.

C.

.0

P.T .: 2

9+26.57

P.T

+81

.01

P.T .: 2

5+66.30

P.

T.

.3

P.

T.

.8

P.T

+29

.29

P.T

+75

.9

P.

T.

.3

Widened construction turnout

MOA Pr op ert y L ine

MOA Pr op ert y L ine

N6° 44' 37"E

23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

70 2

Existing Ground

Profile Grade

+1.724%

29+94 233.81

SSD = 558'

K = 25

30' VC

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

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N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 29+00.00 N=322007.48 E=366030.59 El=232.20

BEGIN WORK

am pb el l C re ek S ou th F or k

South Fork Campbell Creek Bridge (Side)

Ca m pb el l C re ek

So ut h Fo rk

Si de

C ha nn el

∆ = 68° 15' 09" R = 140.00' T = 94.88' L = 166.77'

∆ = 16° 40' 35" R = 170.00' T = 24.92' L = 49.48'

∆ = 34° 01' 11" R = 90.00' T = 27.53' L = 53.44'

∆ = 60° 47' 47" R = 50.00' T = 29.33' L = 53.05'

N16° 37' 53"E

N50° 51' 50"E

N9

' 5 8"

W

N84° 53' 01"E

CP 3002

Remove existing bridge

Remove existing bridge

Line to be constructed

Remove existing culverts

Install prefabricated steel bridge See Sheet H.2 for details

Slope stake limits

South Fork Campbell Creek Bridge (Main)

MOA

Pr op er ty Lin e

MOA

Pr op er ty Lin e

+0

+00

Widened construction turnout

P.

C.

: 3 5+

.4

P.

C.

: 3 0+

.4

P.

C

3+

.4

P.C

+85

.20

P.

C.

.0

P.

T.

.2

P.T

+39

.93

P.

T.

: 3 4+

.9

P.

T.

.2

Install prefabricated steel bridge See Sheet H.3 for details

Roadway Obliteration CP 3003 N6°

' 3

7"E

Steepen embankment to 2:1 at this location to avoid tree.

Coordinate with Contracting Officer

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00

1,466

21 362 40

Install prefabricated steel bridge

See Section H for details30

.0

.9

8 Install prefabricated steel bridge

See Section H for details

.7

.6

Existing Ground

Profile Grade

-2.560% +1.810% +0.500%+0.500% -0.500%

.5

3.

K=20.00

20' VC

.9

2.

K=6.86

30' VC

5.

SSD = 450'

K = 60

100' VC

4.

SSD = 232'

K = 10

30' VC

4.

SSD = 674'

K = 20

20' VC

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

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D.5

23523

∆ = 32° 58' 06" R = 123.00' T = 36.40' L = 70.77'

∆ = 23° 00' 59" R = 165.00'

T = 33.59' L = 66.28'

∆ = 9° 36' 36" R = 200.00'

T = 16.81' L = 33.55'

∆ = 15° 55' 45" R = 500.00' T = 69.96' L = 139.01'

∆ = 6° 23' 28" R = 200.00' T = 11.17' L = 22.31'

∆ = 5° 39' 33" R = 200.00' T = 9.89' L = 19.75'

N10° 58' 20"E

N11° 5 8' 20"W

N11° 02' 39"E

N1° 26' 03"E

N16° 37' 53"E

P.

T.

.8

Line to be constructed Slope stake limits

P.

C.

.1

P.

C

3+

.0

P.

C

2+

.8

P.

C

0+

.0

P.

C

9+

.1

P.

C

8+

.0

P.

T.

.3

P.

T.

.3

P.

T.

.0

P.

T.

.4

P.

T.

.8

N17° 21' 48"E

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00

Existing Ground Profile Grade

+1.630%

+5.320%

+6.230%

-0.210%

+0.150%

.2

5.

K=20.28

30' VC

.9

7.

K=13.55

50' VC

.6

3.

K=12.42

80' VC

4.

SSD = 185'

K = 24

130' VC

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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D.6

N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 42+95.00 N=323142.51 E=366558.87 El=246.68

SUSPEND WORK

026026

26526526

∆ = 66° 15' 57" R = 165.00' T = 107.70' L = 190.83'

∆ = 26° 19' 00" R = 495.00' T = 115.72' L = 227.36'

∆ = 9° 23' 52" R = 250.00'

T = 20.55' L = 41.01'

∆ = 70° 22' 47" R = 60.00' T = 42.31' L = 73.70'

S8 1°

6'

9"

W

N32° 27' 54"WN23° 04' 02"W

N49° 23' 02"W

N20° 59' 46"E

Path to ADOT&PF maintenance yard

Widened construction turnout

+00

P.

C

1+

.9

P.

C.

.4

P.

C

9+

.8

P.C

+99

.80

P.T.: 53+07.77

P.

T.

.7

P.

T.

.8

P.

T.

.5

45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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0\

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D.7

23023023

26026

∆ = 18° 10' 31" R = 200.00' T = 31.99' L = 63.44'

∆ = 13° 10' 18" R = 150.00'

T = 17.32' L = 34.48'

∆ = 28° 55' 30" R = 185.00' T = 47.72' L = 93.40'

∆ = 8° 38' 21" R = 200.00'

T = 15.11' L = 30.16'

∆ = 7° 11' 18" R = 135.00' T = 8.48' L = 16.94'

∆ = 7° 04' 01" R = 165.00' T = 10.19' L = 20.35'

∆ = 6° 38' 49" R = 165.00' T = 9.58' L = 19.14'

S88° 20' 10"W

N84° 00' 28"W S88° 48' 13"W

N78° 01' 29"W

N69° 23' 08"W

S81° 41' 22"W

S81° 16' 09"W

P.

C

9+

.4

P.

C

7+

.6

P.

C

5+

.4

P.

C.

.8

P.

C

8+

.5

P.

C

4+

.6

P.

C

3+

.8

P.

T.

.8

P.

T.

.0

P.

T.

.8

P.

T.

.0

P.

T.

.7

P.

T.

.5

P.

T.

.7

P.

T.

.2

53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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0\

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Im pr ov em en ts

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-1

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D.8

0 220

∆ = 62° 14' 29" R = 225.00' T = 135.84' L = 244.42'

∆ = 79° 26' 11" R = 120.00'

T = 99.69' L = 166.37'

∆ = 10° 18' 07" R = 250.00' T = 22.54' L = 44.95'

∆ = 26° 15' 11" R = 170.00' T = 39.64' L = 77.89'

S77° 49' 01"W

N65° 37' 41"W

S88° 07' 08"W

Widened construction turnout60

+0

P.

C.

: 6 5+

.6

P.

C.

: 6 3+

.3

P.

C

0+

.0

P.

C

2+

.9

P.

T.

.0

P.

T.

: 6 5+

.7

P.

T.

.0

P.

T.

: 6 2+

.8

P.

T.

.8

N

S3 4°

' 0

7" W

60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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D.9

∆ = 67° 39' 45" R = 120.00' T = 80.43' L = 141.71'

∆ = 28° 05' 15" R = 170.00' T = 42.52' L = 83.34'

∆ = 6° 41' 48" R = 300.00' T = 17.55' L = 35.06'∆ = 7° 10' 21"

R = 150.00' T = 9.40' L = 18.78'

∆ = 12° 02' 16" R = 200.00' T = 21.09' L = 42.02'

∆ = 6° 23' 30" R = 200.00' T = 11.17' L = 22.31'

N67° 33' 17"W

N73° 56' 46"W

N54° 44' 09"W N61° 54' 30"W

N0° 06' 28"E

Line to be constructed

Slope stake limits

Widened construction turnout

+00

N

P.

C.

.5

P.

C.

: 6 8+

.4

P.C

+05

.19

P.

C

9+

.4

P.

C

9+

.1

P.

C.

.8

P.T

+35

.26

P.

T.

.7

P.

T.

: 6 7+

.0

P.T

+40

.25

P.

T.

.1

P.

T.

.1

P.

T.

.1

Roadway Obliteration

N82 ° 4

9'

"W

68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00

Existing Ground

Profile Grade

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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0\

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D.10

N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 74+70.00 N=324221.25 E=364332.90 El=199.50

RESUME WORK

Campbell Creek or th F or k

195 19

∆ = 22° 51' 44" R = 100.00'

T = 20.22' L = 39.90'

∆ = 105° 36' 37" R = 50.00' T = 65.88' L = 92.16'

∆ = 2° 59' 40" R = 250.00' T = 6.53' L = 13.07'

N16° 03' 28"W

N25° 46' 47"E

N7 9°

9'

1" W

N7 6°

0'

"W

CP 3006

CP 3007

Line to be constructed

Remove existing bridge

Install prefabricated steel bridge See Sheet H.4 for details

Slope stake limits

North Fork Campbell Creek Bridge Inactive overhead line

+00

∆ = 41° 50' 14" R = 90.00' T = 34.40' L = 65.72'

N6° 48' 17"E

P.

C.

.8

P.C .: 7

8+93.54

P.

C.

: 7 6+

.6

P.

C.

.1

P.C

+52

.74P.T .: 7

8+14.53

P.T

+85

.70

P.

T.

.5

P.

T.

: 7 5+

.2

P.T

+65

.8

Roadway Obliteration

Roadway Obliteration

Roadway Obliteration

75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00

22 160

Install prefabricated steel bridge

See Section H for details

.2

.2

Existing Ground

Profile Grade

-0.500%-2.637% +2.597% -4.788%

+0.955%

75+05 200.19

SSD = 181'

K = 15

70' VC

9.

SSD = 230'

K = 10

30' VC

9.

SSD = 175'

K = 9

40' VC

.2

8.

30' VC

.6

5.

K=6.97

40' VC

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

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P& P

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D.11

N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 79+25.00 N=324660.83 E=364353.85 El=196.60

END WORK

0 ∆ = 90° 17' 15" R = 50.00' T = 50.25' L = 78.79'

∆ = 8° 23' 17" R = 200.00' T = 14.67' L = 29.28'

∆ = 6° 31' 08" R = 200.00' T = 11.39' L = 22.75'

∆ = 4° 00' 13" R = 250.00' T = 8.74' L = 17.47'

∆ = 1° 53' 45" R = 350.00'

T = 5.79' L = 11.58'

N17° 50' 08"E

N9° 26' 51"E

N11° 19' 00"E

N9° 25' 15"E

N

' 1 1"

W

MOA property line

Musher 6-Mile Loop Trail

MOA property line

M O

A p ro pe rt y lin e

M O

A p ro pe rt y lin e

N13° 27' 05"E

Widened construction turnout

P.C.: 83+64.07

P.

C.

.7

P.

C

6+

.5

P.

C.

.8

P.C.: 90+72.93

P.

C

0+

.3

P.

T.

.8

P.

T.

.5

P.

T.

.8

P.

T.

.2

P.

T.

.9

83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

D .1

-1

P& P

S he et s.

dw g

U

S eb ru ar y

P M

ANCHORAGE T 2016(1)AK

D es ig ne d

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D.12N

∆ = 10° 21' 27" R = 180.00' T = 16.31' L = 32.54'

∆ = 11° 00' 21" R = 125.00'

T = 12.04' L = 24.01'

∆ = 2° 56' 57" R = 250.00'

T = 6.44' L = 12.87'

∆ = 3° 38' 52" R = 300.00'

T = 9.55' L = 19.10'

N9° 25' 15"E

N1° 38' 06"W

N12° 22' 12"E

N8° 43' 20"E N12° 38' 28"W

Tour of Anchorage - West

Existing Campbell Creek Trail (paved)

Tour of Anchorage - West Tie-in at 90+93.55

M O

A pr op er ty li ne M

O A

R ig ht o f w ay

Existing Campbell Creek Trail (paved)

MOA property line

MOA property line

P.

C

2+

.7

P.

C

3+

.0

P.

C

1+

.7

P.C.: 90+72.93

P.

C

0+

.3

P.

T.

.3

P.

T.

.0

P.

T.

.8

P.

T.

.7

P.

T.

.9

90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00

Existing Ground

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

EXC.

CUYD

EMB.

CUYD

SUB.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

\2

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C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

D .1

-1

P& P

S he et s.

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U

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ANCHORAGE T 2016(1)AK

D es ig ne d

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D.13N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 94+25.80 N=325809.98 E=364056.75 El=193.80

END PROJECT

+3

N17° 17' 15"W N88 ° 0

6'

"W

Existing Campbell Creek Trail (paved)

Tour of Anchorage - East Tie-in at 90+93.55

∆ = 70° 49' 17" R = 152.47' T = 108.40' L = 188.46'

P.

C.

: 9 5+

.8

P.

T.

: 9 7+

.3

N12° 22' 12"E

MOA property line

MOA property line

94+00 95+00 96+00 97+00 98+00

EMB.

CUYD

EXC.

CUYD

EMB.

CUYD

EXC.

CUYD

SHEET

NUMBERSTATE PROJECT

J:

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0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

D .1

-1

P& P

S he et s.

dw g

U

S eb ru ar y

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ANCHORAGE T 2016(1)AK

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D.14

N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - West 97+25.00 N=325619.78 E=363881.90 El=188.19

END PROJECT

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage - West

95+00.00 N=325481.18 E=364035.88

El=193.36

BEGIN PROJECT

GPK FILE DATED: N/A

ANC BOWL 2000 COORDINATES MOA 72 GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

3000 326465.239 367548.221 235.603 61°10'45.77092" -149°46'35.01872" 259.776 0.999889382 PID:BBGM13 'DOT GPS OPTICS'' SS ROD W/ CAP 1.

3001 317851.013 364273.962 230.456 61°09'21.05266" -149°47'42.34592" 254.495 0.999889352 PID:BBDC50 'ANCHORAGE CA' BRASS DISK

3002 322303.129 366021.357 227.032 61°10'04.83727" -149°47'06.43721" 251.148 0.999889659 CP20101, SET REBAR & ALUM. CAP

3003 322423.315 366283.634 231.082 61°10'06.01222" -149°47'01.08203" 255.227 0.999889487 CP20102, SET REBAR & ALUM. CAP

3004 322045.643 366185.698 229.636 61°10'02.29649" -149°47'03.10408" 253.78 0.999889547 CP20103, SET REBAR & ALUM. CAP

3005 321998.253 365961.146 237.088 61°10'01.83711" -149°47'07.68513" 261.206 0.999889174 CP20104, SET REBAR & ALUM. CAP

3006 324461.367 364395.865 195.468 61°10'26.14080" -149°47'39.43793" 219.324 0.999891039 CP20105, SET REBAR & ALUM. CAP 2.

3007 324406.771 364229.720 192.876 61°10'25.60833" -149°47'42.82927" 216.715 0.99989115 CP20106, SET REBAR & ALUM. CAP

3.

Anchorage Bowl 2000 is a local surface grid coordinate system expressed in U.S. Survey Feet developed by the Alaska Department of Transportation and Public Facilities (ADOT&PF), as a modification to Alaska State Plane Zone 4 (ASP Z4), NAD83(92). Anchorage Bowl 2000 preserves a State Plane Bearing Basis while providing ground distances at the project location.

To convert from the local ANC Bowl 2000 ground coordinates to NAD83 State Plane Alaska Zone 4 perform the following:

ADD +2296868.6878’ N, +1312517.4904’ E to ANC Bowl 2000 local ground coordinates.

SCALE the resultant using 0.9998910192

To convert from NAD83 State Plane Alaska Zone 4 to local ANC Bowl 2000 ground coordinates perform the following:

SCALE the State Plane Coordinates Using 1.000108993 SUBTRACT +2296868.6878’ N, +1312517.4904’ E from the resultant.

All elevations for the project are based upon the MOA 72 vertical control network. The Datum is Mean Sea Level (MSL) Greater Anchorage Area Borough (GAAB) 1972 adjustment, and the unit of measure is U.S. Survey feet.

PROJECT : ANCHORAGE T 2016(1)

DATE OF FIELD WORK : 04/28/20 - 4/30/20

DATE OF FINAL ADJUSTMENT : 05/07/20

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : ANC BOWL 2000

EPOCH DATE : N/A

VERTICAL DATUM : MOA 72

J:

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\Z . S ur ve y\

. D el iv er ab le s\ R ep or ts

D

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R

VE

Y 7-

D ec

-2

2:

P

M M

W

A S S O

N

/2

I.

B R O

W N

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.15

SHEET

NUMBER

AK ANCHORAGE T 2016(1)AK

SURVEY CONTROL

Permit: 123456789

SWPPP

Contact: First Last Phone: 123-456-7890

SWPPP NOTICE SIGN [1]

[1] See SCR Subsection 107.01A(d) and plans for installation locations. Back border and text on white background. Fabricate sign panel from aluminum. Adjust text as needed for specific project information. Install signs in accordance to Section 635.

FOOTNOTE:

42"

3"

4"C

3.5"

2.5"B

3"

2"C

14"

2" 2"C

BORDER R = 11

8" TH = 5 8" IN = 38"

E.1

TABULATION OF

EROSION CONTROL

QUANTITIES

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

E1 -7

E ro si on

C on tr ol

P la n.

dw g

U S C

J an ua ry

:1

A M

ANCHORAGE T 2016(1)AK

D es ig ne d by

T

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PH

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L

O V

ER

B

ITEM NO. DESCRIPTION UNIT QUANTITY

15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,710

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2

LOCATION LT/RT QUANTITY

(FT) REMARKS

12+45 to 12+85 LT 65 Along toe of slope

21+90 to 22+50 LT 75 Along toe of slope

29+50 to 30+27 LT/RT 200 Along toe of slope

30+58 to 32+70 LT/RT 530 Along toe of slope

33+35 to 34+10 LT/RT 200 Along toe of slope

48+00 to 48+62 LT 75 Along toe of slope

61+50 to 62+08 LT 75 Along toe of slope

73+48 to 74+10 LT 75 Along toe of slope

76+10 to 76+77 LT/RT 160 Along toe of slope

77+12 to 77+80 LT/RT 180 Along toe of slope

84+52 to 85+13 LT 75 Along toe of slope

TOTAL 1,710

25525

Stabilized Construction Exit

Existing Trail

Widened construction turnout

Install fiber roll

SWPPP Notice Sign

Widened construction turnout

Install fiber roll

E.2

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 12+45.00 N=321528.35 E=367451.74 El=253.85

BEGIN PROJECT

EROSION CONTROL

PLAN AND PLAN

12+45 TO 22+50

Fiber roll

Clearing limit

Flow arrows

Wetlands

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

E1 -7

E ro si on

C on tr ol

P la n.

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U S eb ru ar y

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ANCHORAGE T 2016(1)AK

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N

EROSION CONTROL LEGEND

Campb

South Fork

Install fiber roll

Cam pbell Creek

South Fork

Side Channel

Install fiber roll

Wetlands

30+00

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

C am pb el l C re ek

So ut h Fo rk

235235

Ca m pb ell

C re ek

S ou th F or k

Wetlands

Wetlands

Si de

C ha nn el

Install fiber roll

Widened construction turnout

Clearing Limits

Clearing Limits

+00Provide orange construction fencing in a 5'Ø circle around tree

SHEET

NUMBERSTATE PROJECT

J:

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0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

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E1 -7

E ro si on

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E.3

EROSION CONTROL

PLAN AND PLAN

22+50 TO 37+50

N

N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 29+00.00 N=322007.48 E=366030.59 El=232.20

BEGIN WORK

Fiber roll

Clearing limit

Flow arrows

Wetlands

25024

Clearing Limits

Clearing Limits

00 45

Path to

ADOT&PF

maintenance yard

Install fiber roll

Widened construction turnout

+00

E.4

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

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E1 -7

E ro si on

C on tr ol

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EROSION CONTROL

PLAN AND PLAN

37+50 TO 52+50

N N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 42+95.00 N=323142.51 E=366558.87 El=246.68

SUSPEND WORK

Fiber roll

Clearing limit

Flow arrows

524524

25525

Widened construction turnout

Install fiber roll

+0

E.5

SHEET

NUMBERSTATE PROJECT

J:

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0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

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E1 -7

E ro si on

C on tr ol

P la n.

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ANCHORAGE T 2016(1)AK

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EROSION CONTROL

PLAN AND PLAN

52+50 TO 67+50

N

N

Fiber roll

Clearing limit

Flow arrows

0 21

Widened construction turnout

Install fiber roll

+00

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Ca m pb el l C re ek N or th F or k

Wetlands

+00

E.6

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

E1 -7

E ro si on

C on tr ol

P la n.

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ANCHORAGE T 2016(1)AK

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EROSION CONTROL

PLAN AND PLAN

67+50 TO 82+50

N

N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 74+70.00 N=324221.25 E=364332.90 El=199.50

RESUME WORK

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 79+25.00 N=324660.83 E=364353.85 El=196.60

END WORK

Fiber roll

Clearing limit

Flow arrows

190 Widened construction turnout Install fiber roll

97+38

Existing Campbell Creek Trail (paved)

Stabilized Construction Exit

SWPPP Notice Sign

E.7

SHEET

NUMBERSTATE PROJECT

J:

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0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

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D ra w in gs \C iv il\

E1 -7

E ro si on

C on tr ol

P la n.

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EROSION CONTROL

PLAN AND PLAN

82+50 TO 94+25

95+00 TO 97+25

N N

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - East 94+25.80 N=325809.98 E=364056.75 El=193.80

END PROJECT

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - West 97+25.00 N=325619.78 E=363881.90 El=188.19

END PROJECT

AK ANCHORAGE T 2016(1)

CONNECTING ANCHORAGE

TRAIL IMPROVEMENTS

Tour of Anchorage Trail - West 95+00.00 N=325481.18 E=364035.88 El=193.36

BEGIN PROJECT

Fiber roll

Clearing limit

Flow arrows

NO SCALE

SpacingSlope

STAKES REQUIRED

1:4 or flatter 1:3 1:2 1:1

Flo w

To e of f ill s lo pe

ELEVATION

PLAN

Runoff from disturbed areas

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Existing ground (typ.)

Flow direction

Slope

Direction of runoff from disturbed areas

Direction of runoff

Slope

Fill slo pe Direction of runoff

Existing ground Backfilled and compacted soil to match ground level

Flow wood stakes. See Note 2.

Pay limits

Pay limits

Stagger joints (typ.)

Drive stakes at each end and at 4-foot spacing until wattle is secure to slope. Live stakes may be used for permanent installations. Do not crush wattle while staking.

Overlap wattles 12-inch minimum. Drive stakes at 6-inches from wattles end angles towards the adjacent wattles and space stakes at 4-foot max.

1.

2.

PROPERLY STAKED AND ENTRENCHED SEDIMENT WATTLE

ALTERNATE SEDIMENT WATTLE JOINT DETAIL

SLOPE PROTECTION INSTALLATION

WATTLE SPACING

Wattle length

SEDIMENT WATTLE STAKING DETAIL

SEDIMENT WATTLE LAPPING DETAIL

Sediment wattle

Sediment wattle larger than wattle

Step 1: Excavate trench and install sediment wattles

Step 2: Backfill soil against sediment wattles

Stakes required for each wattle

Place excavated material on uphill side of sediment wattle

Sediment wattle

Install wattles along contours

NOTE:

(ft)

AK ANCHORAGE T 2016(1) E.8

SHEET

NUMBERSTATE PROJECT

J:

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C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

E8 S ed im en t

W at tle .d w g

U

S

J an ua ry

0:

A M

W157-20

SEDIMENT WATTLE

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

REVISED: 7/2016

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NOTE:

STABILIZED CONSTRUCTION EXIT

Use this entrance for construction vehicles only.

Construct drainage ditches along entrance as directed.

Provide temporary drainage culvert where entrance crosses existing drainage ditches.

Minimize tracking onto paved paths and roadways by removing built up sediment.

Adjust length to fit field conditions as approved.

1.

2.

3.

4.

Existing paved roadway

Filter rock

Separation-stabilization geotextile, class 2, type E

Construct radius to allow turning movement of typical truck using exit

50' (typ.)

Pro vid e fu ll w idth of ingres s / egres s a rea

12' (t yp.)

6" (min.)

E.9

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

E9 C on st ru ct io n

En tr an ce

.d w g

U S an ua ry

0:

A M

ANCHORAGE T 2016(1)AK

D es ig ne d

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B

STABILIZED

CONSTRUCTION EXIT

Existing ground

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation

Waterproof membrane

Water surface elevation

Waterproof membrane

Water surface elevation

Existing abutment or pier

Existing ground

Waterproof membrane

Diverted water level at time of construction

Diverted water level at time of construction

Existing ground

Diverted water level at time of construction

Limit of work zone

Limit of work zone

Limit of work zone

Diverted water level at time of construction

Waterproof membrane (anchoring method to be approved)

NOTE:

1.

2.

3.

4.

These options suggest configurations for diverting a stream during construction operations. Alternate stream diversion methods may be chosen (including any approved prefabricated or portable diversion berms, dams, etc.). As a minimum, provide a temporary diversion berm with a minimum height equal to the water surface elevation with plans for approval prior to installation.

Place sandbags to form a pyramid by laying equal numbers of bottom rows as there are vertical course. Overlap the upper rows of sandbags above the joints in lower rows.

Place at a maximum of one diversion in the stream at any given time.

While in use, inspect and maintain the temporary diversion berm daily. Repair as needed after rainfall events or as directed. Remove sediment when deposits reach half the height of the sandbag barrier.

Top of berm elevation (min.)

Top of berm elevation (min.)

Top of berm elevation (min.)

E.10

SHEET

NUMBERSTATE PROJECT

J:

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0\

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Im pr ov em en ts

\G

D ra w in gs \C iv il\

E1

Te m po ra ry D iv er si on

B er m .d w g

U

S eb ru ar y

:0

PM

ANCHORAGE T 2016(1)AK

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TEMPORARY

DIVERSION BERM

F.1

TABULATION OF

LANDSCAPING

QUANTITIES

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

F.

La nd sc ap in g

Q ua nt iti es .d w g

U

S ug us t

9:

A

M

ANCHORAGE T 2016(1)AK

D es ig ne d

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ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS

15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 150

62501-0000 TURF ESTABLISHMENT ACRE 0.7

South Fork Campbell Creek Side Channel

℄ Trail & structure

Turf establishment, typ Limits of temporary excavation, typ

Limits of temporary excavation, typ

Ordinary High Water (OHW) Turf establishment, typ

Toe of Riprap (daylight), typ

Toe of Riprap (embedded), typ

Existing bridge to be removed

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

F.

S ou th F or k

TO

A

S id

e) L an ds ca pi ng P la n.

dw g

U

S ug us t

A

M

ANCHORAGE T 2016(1)AK

D es ig ne d

S

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PH

C he ck ed

V

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B

N

LANDSCAPING PLAN

SOUTH FORK CAMPBELL

CREEK (SIDE)

F.2

Toe of fill

Riprap

Turf establishment

Willow staking

LANDSCAPING PLAN LEGEND

South Fork

Existing bridge to be removed

Ordinary high water (OHW)

Edge of proposed trail widening

℄ Trail & structure

Limits of temporary excavation, typ

Turf establishment, typ

Slope stake limit

Slope stake limit

N

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

F.

S ou th F or k

TO

A

M ai

n) L an ds ca pi ng P la n.

dw g

U

S ug us t

A

M

ANCHORAGE T 2016(1)AK

D es ig ne d

S

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B

F.3

LANDSCAPING PLAN

SOUTH FORK CAMPBELL

CREEK MAIN

Toe of fill

Riprap

Turf establishment

Willow staking

North Fork Campbell Creek

Existing bridge to be removed

Ordinary High Water (OHW)

℄ Trail & structure

Toe of Riprap (embedded), typ

Limits of temporary excavation, typ

Toe of Riprap (daylight), typ

Turf establishment, typ

Turf establishment, typ

Willow staking (to be performed by others)

Willow staking (to be performed by others)

Slope stake limit

N

SHEET

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

F.

N or th F or k

N or th T

O A L an ds ca pi ng P la n.

dw g

U

S ug us t

A

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ANCHORAGE T 2016(1)AK

D es ig ne d

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B

F.4

LANDSCAPING

PLAN NORTH FORK

CAMPBELL CREEK

Toe of fill

Riprap

Turf establishment

Willow staking

NUMBERSTATE PROJECT

J:

\2

0\

C on ne ct in g A nc ho ra ge T ra il

Im pr ov em en ts

\G

D ra w in gs \C iv il\

G 1-

Te m po ra ry

T ra ff ic

C on tr ol

P la n.

dw g

U S eb ru ar y

:2

PM

ANCHORAGE T 2016(1)AK

D es ig ne d

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B

TABULATION OF

TEMPORARY TRAFFIC

CONTROL QUANTITIES

DESCRIPTION UNIT QUANTITY

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6

SIGN NO. MUTCD REF.

NO. SIGN LEGEND

SIGN

SIZE

(IN)

NO. OF

SIGNS

QUANTITY

(SQFT)

1 REF-1, SEE H.4 TRAIL CLOSED 48 x 30 6 60

2 M4-8a END DETOUR 24 x 18 2 6

3 M4-9aR BIKE/PEDESTRIAN DETOUR (RIGHT) 30 X 24 6 30

4 M4-9aL BIKE/PEDESTRIAN DETOUR (LEFT) 30 X 24 7 35

TOTAL 131

G.1

E Tudor Rd

El m or e

R d

Ca m pb el l A irs tr ip

R d

Dowling Rd

E 64th Ave

E 65th Ave

E 66th Ave Sc ien ce

C en te r D r.

Ca m be ll C re ek A irs tri p

Dr. M L K Jr Ave

N

0 375 750 FT

G.2

SHEET

NUMBERSTATE PROJECT

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ANCHORAGE T 2016(1)AK

D es ig ne d

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TEMPORARY TRAFFIC

CONTROL PLAN -

TOUR OF ANCHORAGE TRAIL

North Fork Campbell Creek Bridge to be removed and replaced

South Fork Campbell Creek Bridge (Side) to be removed and replaced

South Fork Campbell Creek Bridge (Main) to be removed and replaced

Allowable Access Route

Bicycle Detour Route

Potential Staging Area

Parking Area

Existing Trail

Stream

Roadway Centerline

Existing Building

Cambell Creek Science Center

South Fork Campbell

Creek

North Fork Campbell Creek

Alaska DOT&PF Lot

Begin Project

End Project

MOA-owned Ballfields

Existing Access Trail Tour of Anchorage Trail

Musher's Trail

Homecoming Trail

R on dy C ut O ff T ra il

Shields Trail

B lu e D ot T ra il

Barricade, Type

Ref-1

M4-9aL

M4-8a

M4-8a

M4-9aR

M4-9aR

M4-9aL

M4-9aL

M4-9aL

M4-9aR

M4-9aR

Barricade, Type 3

Barricade, Type 3

Barricade, Type 3

Ref-1

Ref-1

Ref-1

Campbell Airstrip Trailhead

End Work

Resume Work

Begin Work

Pause Work

G.3

NUMBERSTATE PROJECT

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A M

ANCHORAGE T 2016(1)AK

D es ig ne d by

T

S

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PH

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L

O V

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B

SPECIAL SIGN PANEL

DETAILS

48"

30"

0.75"

5"

8"

4"

8"

5"

19"19"

1.875"

14" 14"

REF - 1

0.5"

(Black lettering and borders on orange background)

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

D

Break-away holes.

See post detail (typ.)

S ee

N ot e

S ee

N ot e

1.

2.

3.

4.

5.

6.

7. State standards may be used as an alternative if approved by the CO.

See Note 4

Ed ge o f tr av el ed w ay

Ed ge o f pa ve d sh ou ld er

C

On tangent alignment 93°

Long side of post

D

90°

93° per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NO SCALE

NOTE:

Field drill holes through post parallel to sign face.

See table for hole size

0.6X 0.2X

STANDARD APPROVED FOR USE 6/2005

REVISED:

DRAFT: 10/2017

SIGN INSTALLATION

WOOD POSTS

635-14

200'

Attach sign panels with a minimum of 2 - 14" dia. bolts use 7' minimum mounting height for main sign and 6' minimum mounting height for secondary sign.

Use 7' minimum spacing between posts for sign posts 6" x 6" or larger.

lateral offset of 2' may be used. In areas with curbs, a minimum lateral distance of 1' behind the face of

Diamond ≤ 48"

> 13' 12' - 16'

> 17' > 30'

< 10

10 - 20 10 - 20 20 - 50 50 - 65 50 - 65 65 - 95 65 - 95

4 x 4 4 x 6 6 x 6 4 x 4 4 x 6 6 x 6 4 x 6 4 x 6 6 x 6

(INCH) (INCH)

(INCH)

1.5

1.5

1.5 1.5

(SQFT)

4"

5' m in

4' m in

6' - 12'

Diamond ≤ 36" Other Shapes ≤ 48"

Diamond ≤ 48" Other Shapes ≤ 12'

STATE PROJECT SHEET

NUMBER

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

AK

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FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

ANCHORAGE T 2016 (1)

SPECIFICATIONS:

Construction:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. Customary Units).

Design:

AASHTO LRFD Bridge Design Specifications 9th Edition.

AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges 2nd Edition.

Camber:

Provide bridges cambered to account for dead load of structure and deck plus an additional 0 to 0.25% of total bridge span at the midpoint of the span.

DESIGN LOADS:

Dead Loads:

Concrete: 150 pcf Lateral Earth Pressure: equivalent fluid weight of soil, 0.012 kcf

Live Loads:

Pedestrian live load: 90 psf

AASHTO H-10

PistenBully 100 (16.5k total)

Seismic Design Criteria:

PGA 0.55g Ss 1.25g S 0.5g Site class C Liquefaction potential low AASHTO 7% probability of excedance in 75 years

MATERIALS:

Cast-in-place Concrete:

Furnish class D (AE) for abutments.

F'c = 5,000 psi at 28 days.

Chamfer exposed edges of all concrete 3/4" unless noted otherwise on the plans.

Reinforcing Steel:

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed, epoxy coated.

Provide 2" cover for reinforcing steel unless noted otherwise.

Structural Steel:

Furnish high-strength low alloy structural steel conforming to specifications section 717.

Timber:

Provide Treated Douglas Fir #2 or #1 or better, S4S per WCLIB Grading Rules.

Approach rails:

Provide Treated Douglas-Fir #2 or #1 or better, or approved equal for all rail lumber.

Welding:

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

GEOTECHNICAL REPORT:

For boring logs and other geotechnical information, see Final Geotechnical Report number WFL GR15-20, dated January 2021.

BRIDGES GENERAL NOTES

7' -6

16'-0"

1' -8

Ty p

PISTENBULLY 100

9' -2

ESTIMATE

ITEM NO. DESCRIPTION REMARKS

55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

55401-2000 REINFORCING STEEL, EPOXY COATED

55504-0000 PRE-FABRICATED STEEL BRIDGE

SOUTH FORK CAMPBELL SIDE

55601-1300 BRIDGE RAILING, TIMBER

SHEET INDEX

SHEET NO. DRAWING TITLE

Bridges…