Final ak-f-cnf101502_Plan_Set.pdf

Digitally signed by HARVEY

HERGETT

Date: 2022.04.26 13:39:17 -08'00'

JAMES KING Digitally signed by JAMES KING Date: 2022.04.26 14:15:06 -08'00'

BRENT L COE Digitally signed by BRENT L COE Date: 2022.04.27 15:33:44 -07'00'

STATE PROJECT

SHEET

NUMBER

AK FS CNF 1015(2) A.2

IN DEX TO SHEETS

INDEX TO SHEETS

A. GENERAL INFORMATION

A.l TITLE SHEET I. SAFETY FEATURES

A.2 INDEX TO SHEETS I.1 STANDARD DETAIL

A.3 PLAN SYMBOLS AND ABBREVIATIONS I.2 MGS W-BEAM GUARDRAIL DETAILS

A.4 VICINITY MAP I.3-4 METAL GATE DETAILS

I.5 CHAIN LINK FENCE DETAILS

B. SUMMARY OF QUANTITIES

B.1-3 SUMMARY OF QUANTITIES J. TEMPORARY TRAFFIC CONTROL PLAN

J.1 TABULATION OF TEMPORARY TRAFFIC

C. TYPICAL SECTIONS CONTROL QUANTITIES

C.1-4 TYPICAL SECTION J.2 ADVANCE SIGNING PLAN

C.5 SPECIAL ROCK EMBANKMENT DETAIL J.3 SIGN PANEL DETAIL

J .4 ROAD CLOSURE DETAIL

D. PLAN-PROFILE J.5 STANDARD DRAWING

D.1 TABULATION OF PLAN AND PAVEMENT

QUANTITIES K. PERMANENT TRAFFIC CONTROL PLAN

D.2 CONNECTION DETAILS K. l TABULATION OF PERMANENT TRAFFIC

D.3-8 PLAN AND PROFILE CONTROL QUANTITIES

D.9-10 SURVEY CONTROL

K.2-5 PERMANENT TRAFFIC CONTROL PLAN

K.6-7 STANDARD DETAILS

E. APPROACHES

E.1 TABULATION OF APPROACH QUANTITEIS

E.2-3 APPROACH PLAN AND PROFILES

E.4-6 APPROACH AND TURNOUT LAYOUTS

F. SOIL EROSION AND SEDIMENT CONTROL

F.l TABULATION OF EROSION AND SEDIMENT

CONTROL QUANTITIES

F.2-5 EROSION AND SEDIMENT CONTROL PLANS

F.6-10 STANDARD DRAWINGS AND DETAILS

F.11 SWPPP SIGN

G. DRAINAGE

G.1 TABULATION OF DRAINAGE QUANTITIES

G.2 RIPRAP END TREATMENT DETAILS

G.3-4 CULVERT PLAN AND PROFILES

G.5 RIPRAP DITCH DETAIL

G.6-11 STANDARD DRAWINGS

H. RETAINING WALLS

H.1-10 SOLDIER PILE WALL DETAILS

H.11 TABULATION OF WALL QUANTITIES

H.12-13 MSE WALL DETAILS

H.14 CULVERT THROUGH MSE WALL DETAIL

H.15-22 MSE PLAN AND ELEVATION

H.23-25 MSE WALL POINT TABLES

INDEX TO SHEETS

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

PLAN SYMBOLS

AND ABBREVIATIONS

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

BH

CP GPS

JH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

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

1.

Property Line w/Found Property Corner

16 Section Corner (Found, Projected)

16 Section Line

4 Section Corner (Found, Projected)

4 Section Line

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

∆c Ø θs total central angle curve central angle diameter spiral central angle abutment average daily traffic ahead approach abut.

ADT

AH

appr.

back bench mark balance point bridge bearing

BK

BM

BP

br.

brg.

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 main line mile post

M.L.

M.P.

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

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

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

- no symbol -

EXISTING PROPOSED

Top of Cut

Toe of Fill

Transition wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014 W101-1

PLAN SYMBOLS

AND ABBREVIATIONS

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

:3

P

M

M a rc h

D e fa u lt c p w

-w o rk

\d \a k -f

-c n f-a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

A.3FS CNF 1015(2)AK

BH

CP GPS

JH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

RIP

G GW W

DI

T T

NOTE:

NO SCALE

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

1.

Property Line w/Found Property Corner

16 Section Corner (Found, Projected)

16 Section Line

4 Section Corner (Found, Projected)

4 Section Line

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

∆c Ø θs total central angle curve central angle diameter spiral central angle abutment average daily traffic ahead approach abut.

ADT

AH

appr.

back bench mark balance point bridge bearing

BK

BM

BP

br.

brg.

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 main line mile post

M.L.

M.P.

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

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

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

- no symbol -

EXISTING PROPOSED

Top of Cut

Toe of Fill

Transition wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

DIDI

Landing Strip

Quartz Creek

Cooper Landing

Moose Pass

K

EN

AI

LA

K E Mountain

Right

Mountain

Wrong ya wh gi H dr awe

S

Scenic Byway

Channel

Fish

STE

RLI

NG

H

IG

H W

A Y

Creek

Quartz

Lodge

Gwin's yawhgiH gnilretS

Ke na iRiv er

K e n a i

R iv e r dao R dnuorgpmaC reviR naiss u R

South Parking

Trailhead

Resurrection Pass

T

N

T

N

R 4 W

R 4 W

BEGIN PROJECT

600+60.00

END PROJECT

LOCATION

PROJECT

641+17.07

SCALE IN FEET

500 1000500

Anchorage 90 miles

30 miles

Sterling

MP 35 Quarry

MP 33 Quarry 35 m iles

N

Sew ard

Lake

Crescent

C re s c e n t C re e k

D av es

Cre ek

C rk

Q u ar tz

Tern Lake

192423

STERLING

HWY

KENAI RIVER

Bean Creek

SCALE IN MILES

0 1 21 storage area

Staging and storage area

Staging and

N

EL. 4400

Mountain

Cecil Rhode

STATE PROJECT

NUMBER

AK FS CNF 1015(2) A.4

:4

M a r c h a k f c n f a c .d g n p w w o r k

\d

\a k f c n f a d

.d g

VICINITY MAP

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K -

PLAN-

PROFILE APPROACHES

EROSION

AND

SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT ACRE 2.0 0.1 2.1

A0140 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LNFT 180 10 190

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (AT CULVERT INLET) LNFT 630 30 660

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,430 220 4,650

A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 11 1 12

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 12 1 13

A0240 15801-0000 WATERING FOR DUST CONTROL MGAL 300 300

A0260 20101-0000 CLEARING AND GRUBBING ACRE 2.8 0.1 0.1 3.0

A0280 20301-0100 REMOVAL OF BOLLARD EACH 3 3

A0300 20301-1100 REMOVAL OF GATE EACH 1 1

A0320 20301-1900 REMOVAL OF PIPE CULVERT EACH 4 4

A0340 20301-2400 REMOVAL OF SIGN EACH 8 1 9

A0360 20301-2700 REMOVAL OF STRUCTURE (TIMBER STAIRWAY) EACH 1 1

A0380 20301-3400 REMOVAL OF WHEELSTOP EACH 5 1 6

A0400 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,351 1,351

A0420 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 125 125

A0440 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (GABION WALL) LPSM All ALL

A0460 20401-0000 ROADWAY EXCAVATION CUYD 13,329 205 681 14,215

A0480 20411-0000 SELECT BORROW TON 24,280 1,220 25,500

A0500 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A

(WOVEN) SQYD 14,359 721 15,080

A0520 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C SQYD 224 26 250

A0540 20802-0000 FOUNDATION FILL CUYD 436 24 460

A0560 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 207 13 220

A0580 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (PROTECTIVE APRON) CUYD 66 4 70

A0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (HEADWALL) CUYD 126 7 133

A0620 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (RIPRAP END

TREATMENT) CUYD 105 5 110

A0640 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1 LNFT 586 34 620

A0660 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 1,473 77 1,550

A0680 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE SQFT 13,989 701 14,690

A0700 25601-0000 GROUND ANCHOR EACH 68 3 71

A0720 25605-0000 PERFORMANCE TEST EACH 4 1 5 Contract Quantity

A0740 26302-0000 TIMBER LAGGING SQFT 8,379 8,379 Contract Quantity

A0760 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 5,814 169 307 6,290

MileStone: 100% Date Completed: In Progress Report Date: 04/21/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

2:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1FS CNF 1015(2)AK

NUMBER

PLAN-

PROFILE APPROACHES

EROSION

AND

SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0780 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2,657 84 139 2,880

A0800 41201-0000 TACK COAT TON 5.4 0.2 0.3 5.9

A0820 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 94 94 Contract Quantity

A0840 55505-0000 STRUCTURAL STEEL SOLDIER PILE LNFT 2,610 130 2,740

A0860 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER LNFT 1,362 68 1,430

A0880 60201-0600 18-INCH PIPE CULVERT LNFT 90 5 95

A0900 60201-0800 24-INCH PIPE CULVERT LNFT 726 34 760

A0920 60201-1000 36-INCH PIPE CULVERT LNFT 46 4 50

A0940 60201-1400 60-INCH PIPE CULVERT LNFT 102 8 110

A0960 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 770 40 810

A0980 60510-1000 8-INCH OUTLET PIPE LNFT 161 9 170

A1000 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 1,562.50 87.50 1,650.00

A1020 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 2 2

A1040 61901-1300 FENCE, CHAIN LINK (PVC-COATED, BLACK) LNFT 1,580 80 1,660

A1060 61902-2000 GATE, METAL, 28 FEET WIDTH EACH 1 1

A1080 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A1100 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 40 40

A1120 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40 40

A1140 62201-2050 ROLLER HOUR 40 40

A1160 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40 40

A1180 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 40 40

A1200 62201-3750 CHAIN SAW HOUR 20 20

A1220 62301-0000 GENERAL LABOR HOUR 40 40

A1240 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 2.0 0.1 0.1 2.2

A1260 62501-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD) ACRE 2.0 0.1 0.1 2.2

A1280 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 401 19 420

A1300 63302-0000 SIGN SYSTEM SQFT 11.25 6.25 17.50

A1320 63316-1000 REMOVE AND RESET SIGN EACH 4 4

A1340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, 4-INCH) LNFT 7,757 393 8,150

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, 6-INCH) LNFT 12,175 615 12,790

A1380 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

A1400 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 6 6

A1420 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 10.5 74.0 6.0 90.5

A1440 63703-0000 RESIDENTIAL HOUSING EACH 2 2

A1460 63704-0000 VEHICLE EACH 2 2

-A pr -2

2:

P M

MileStone: 100% Date Completed: In Progress Report Date: 04/21/22 c:

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2) SUMMARY OF QUANTITIES - Schedule A

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.2FS CNF 1015(2)AK

PLAN-

PROFILE APPROACHES

EROSION

AND

SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

X0720 26303-0000 CONCRETE LAGGING (CAST-IN-PLACE CONCRETE FASCIA) SQFT 9,871 9,871 Contract Quantity

-A pr -2

2:

P M

MileStone: 100% Date Completed: In Progress Report Date: 04/21/22 c:

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3) SUMMARY OF QUANTITIES - Option X

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.3FS CNF 1015(2)AK

NO SCALE

FOOTNOTE:

631+72, RT. See Sheet C.5 for detail.

Install Special Rock Embankment from 627+35 to

622+40, LT, and from 626+80 to 629+20 LT.

See Riprap Ditch Detail on Sheet G.5 from 618+80 to

620+35.56.

See Guardrail Details on Sheet I.1-2, from 604+55.00 to

See Fill Slope Rounding detail.

See Cut Slope Rounding detail.

Land XML 3D design file.

Construct slopes as shown on the cross sections and in the plan and profile curve data.

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

1.

of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material excavated from the existing roadway may be used as

NOTE:

C le a r in g l im it

Variable

0.25D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

Variable

D

0.25D

ROUNDING DETAIL

CUT SLOPE

LC

(placed in two equal lifts) type 1, 4" compacted depth

Asphalt concrete pavement,method 2, 8" compacted depth

Roadway aggregate, Select borrow, 36" compacted depth

1:

TYPICAL SECTION

620+26 to 641+17

600+60 to 604+63

C le a r in g l im it

C le a r in g l im it

[2]

1:2

2% 2%

Profile grade elb air aV

Existing ground

Existing ground

D

Slope stake

Slope stake

Existing ground

Tack coat

Top of subgrade geotextile, class 1, type A (woven

Separation-stabilization elb air aV

2% 2%

2% pavement

Match proposed

Match existing surfacing

Match existing surfacing

[1]

[2]

[3]

[2]

[2]

[1] [1]

[4]

[5]

[6]

[5]

[4] tne mhsi lba tse fr uT lios pot dev res noc g nic alP htp ed

"2

[6][3]

2% Grade or match super

[7]

[7]

622+16 to 603+81, RT

623+00 to 625+18, RT

621+47 to 622+51, RT

603+81 to 602+72, RT

600+60 to 602+16, RT

640+82 to 641+17, RT

639+70 to 640+60, RT

635+40 to 636+78, RT

633+36 to 633+94, RT

626+79 to 627+35, RT and layout plan-profile for approach

1' layout for turnout match super

2% Grade or

SHEET 1 of 4

5' 5'

Shoulder

4'

Lane

10'

Lane

10'

Shoulder

1' topsoil 2" depth

Placing conserved

Turf establishment

1'-0"

See Sheet E.6

See Sheets E.2-5

Cut section

:2

F e b r u a r y a k f c n f c a .d p w w o r k \d

\a k f c n f c a .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

AK FS CNF 1015(2) C.1

610+90 to 620+26

604+63 to 605+84

[1] 2%

1:

TYPICAL SECTION

Profile grade

C le a r in g l im it

See Sheets H.11-H.20 for details

Mechanically Stabilized Earth Wall

(PVC-coated, black)

Fence, chain linkExisting ground

Existing ground

LC

2%

FOOTNOTE:

wall excavation.

Large boulders are likely to be encountered during

622+40, LT, and from 626+80 to 629+20 LT.

See Riprap Ditch Detail on Sheet G.5 from 618+80 to

602+35.56.

See Guardrail Details on Sheets I.1-2, from 604+55.00 to

See Fill Slope Rounding detail.

See Cut Slope Rounding detail.

Land XML 3D design file.

Construct slopes as shown on the cross sections and in the on the plan and profile curve data.

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

Top of subgrade

Lane

10'

Lane

10' 4'

Shoulder

See Sheets I.1-2 for details

MGS Guardrail, steel post

Tack coat

(placed in two equal lifts) type 1, 4" compacted depth

Asphalt concrete pavement, method 2, 8" compacted depth

Roadway aggregate, 36" compacted depth

Select borrow, structure excavation

Limit of geotextile, class 1, type A (woven)

Separation-stabilization

[6]

Variable

[3]

[7] class 4

Placed riprap, method A, 2% grade or match super

3' (min.)

1:3 and varies [1] 2% 2%

SHEET 2 of 4

[1]

[3]

[1]

[2]

[4]

[5]

[6]

[5]

[7]

[1]

Shoulder

1'

2" depth

Placing conserved topsoil

Turf establishment

:4

A

F e b r u a r y

S o ld ie r

P il e T y p ic a l

S e c ti o s p w w o r k \d

\a k f c n f c b .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

AK FS CNF 1015(2) C.2

LC

1:

2% 2%

TYPICAL SECTION

See Sheets I.1-2 for details

MGS Guardrail, steel post

Profile grade

See Sheets H.1-H.10 for details

Soldier pile wall, Existing ground

(placed in two equal lifts) type 1, 4" compacted depth

Asphalt concrete pavement method 2, 8" compacted depth

Roadway aggregate, Select borrow, 36" compacted depth

Top of subgrade

Existing ground

(PVC-coated, black) Fence, chain link geotextile, class 1, type A (woven)

Separation-stabilization li m it

C le a r in g

Variable

[5]

FOOTNOTE:

622+40, LT and from 626+80 to 629+20 LT.

See Riprap Ditch Detail on Sheet G.5 from 618+80 to to 620+35.56.

See Guardrail Details on Sheets I.1-2, from 604+55.00

See Fill Slope Rounding detail.

See Cut Slope Rounding detail.

Land XML 3D design file.

Construct slopes as shown on the cross sections and in the on the plan and profile curve data.

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

1:3 class 4

Placed riprap, method A, 2% Grade or match super

1:3

2% 2% 2%

6-inch diameter

Perforated underdrain, 608+37 to 610+90

605+84 to 607+01

[3]

[1]

[2]

[3]

[4]

[5]

[6]

3' (min.)

[2]

[1][1][1][1] [1]

SHEET 3 of 4NO SCALE

Shoulder

4'

Lane

10'

Lane

10' Shoulder

1' topsoil 2" depth

Placing conserved

Turf establishment

TYPICAL SECTIONS

:0

F e b r u a r y

S o ld ie r

P il e T y p ic a l

S e c ti o p w w o r k \d

\a k f c n f c c .d g n

STATE PROJECT

NUMBER

AK FS CNF 1015(2) C.3

1:

2% 2%

TYPICAL SECTION

Profile grade

See Sheets H.1-H.10 for details

Soldier pile wall, Existing ground

(placed in two equal lifts) type 1, 4" compacted depth

Asphalt concrete pavement method 2, 8" compacted depth

Roadway aggregate, 36" compacted depth

Select borrow, Top of subgrade

Existing ground

(PVC-coated, black) Fence, chain link class 1, type A, (woven) geotextile, Separation-stabilization

C le a r in g l im it

[5]

FOOTNOTE:

620+35.56.

See Guardrail Details on Sheet I.1-2, from 604+55.00 to

See Fill Slope Rounding detail.

See Cut Slope Rounding detail.

Land XML 3D design file.

Construct slopes as shown on the cross sections and in the on the plan and profile curve data.

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

See Sheets H.1-H.10 for details

Soldier pile wall, 1:3

Placed riprap, method A, class 4

1:3

2% Grade or match super

NO SCALE

See Sheets I.1-2 for details

MGS Guardrail, steel post

1:4

2% 2%

(min.)

3'

6-inch diameter

Perforated underdrain, 607+01 to 608+37

[1] [1]

[1]

[2]

[3]

[4]

[5]

[2]

[1] [1]

SHEET 4 OF 4

Shoulder

4'

Lane

10'

Lane

10'

Shoulder

1' topsoil 2" depth

Placing conserved

Turf establishment

:1

F e b r u a r y

S o ld ie r

P il e T y p ic a l

S e c ti o p w w o r k \d

\a k f c n f c d .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

AK FS CNF 1015(2) C.4

FOOTNOTE:

V :1 .2 H

1.25 compacted depth

Select borrow, 36" min.

Assumed slope ratio for informational quantities calculations.[1] class 1, type C (non-woven)

Geotextile filter, 1:2 mechanically-placed

Special rock embankment, structure excavation

Limit of

SPECIAL ROCK EMBANKMENT SECTION

NO SCALE

627+35 to 631+72, RT

(placed in two equal lifts) type 1, 4" compacted depth

Asphalt concrete pavement, 8" compacted depth

Roadway aggregate, method 2, Top of subgrade

[1] m a x

(min.)

4'

(min.)

8'

STATE PROJECT

NUMBER

AK FS CNF 1015(2) C.5

:1

M a r c h id e f c f .d p w w o r k

\d

\a k f c n f c f .d g n

DETAIL

SPECIAL ROCK EMBANKMENT

:2

M a r c h a k f c n f f a .d p w w o r k

\d

\a k f c n f f a .d g n

QUANTITIES

PLAN AND PAVEMENT

TABULATION OF

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.1

NOTE:

See Typical Section, Sheet C.1 for pavement layers.

600+60.00 apply tack coat to cut

Saw-cut vertically and

Existing pavement

(constructed in Phase 1)

Existing pavement

BEGIN PROJECT END PROJECT

641+17.07

25'

1.

Pavement, Type 1 replace with Asphalt Concrete

Remove existing pavement and apply tack coat to cut

Saw-cut vertically and

Pavement, Type 1 replace with Asphalt Concrete

Remove existing pavement and

25'

:1 e b r u a r y

C o n n e c ti o n

D e ta il p w w o r k

\d

\a k f c n f f b

.d g n

CONNECTION DETAILS

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.2

Line to be constructed

Existing edge of pavement method 1 obliteration, Roadway

609+34 LT

608+37 to

El=393.300

E=1650659.4821

N=2367890.6294

CP

CP

CP

40 CP

and Sheet E.4 for layout

See Sheet E.2 for line and grade

N

Remove bollard (typ.)

A

B existing guardrail Remove

See layout, Sheet E.6

Construct turnout.

Slope stake limits stake limits

Slope edge of pavement

Existing of Travel Lane

Proposed edge

Proposed edge of Shoulder

Proposed edge of Shoulder

Proposed edge of Travel Lane

LEGEND:

Riprap Ditch

-4

CL of highway on plans access road connection shown

Design grade from Point X to station

Mainline

ROAD APPROACH SYMBOL

Existing ground

Profile grade

Remove existing gate with riprap headwalls.

Install 18-inch pipe culvert

28-feet width

Install gate, metal, S '3

E

S °0

'1 "W

S25 °55'

55"W

S1 7°

'31

"W S53°40'49"W e = 0.032

'159.21L =

'82.41T =

'250.00R =

(RT)36°29'17"Δ =

605+40.98PI

e = 0.040 '83.60L = '45.09T = '90.00R =

(LT)53°13'25"Δ =

601+27.09PI

e = 0.025 '76.27L = '38.21T = '500.00R =

(LT)08°44'23"Δ =

602+81.97PI

0+

.0

PC

.6

T

.7

C

.5

9+

.0

PO

B

390 390

400 400

390 390

400 400

601+00 602+00 603+00 604+00 605+00 606+00 607+00

390 390

400 400

+3.03 7%

-1.663%

-1.414%

.8

.1

.7

' VC200

44.93K =

'171.95SSD =

' VC120

73.08K =

'260.36SSD =

' VC160

34K =

'195.24HLSD = 3

.3

BEGIN PROJECT

600+60.00

AK FS CNF 1015(2)

A

B Remove wheelstop (typ.)

Remove timber stairway in le t a n d o u tl e t h e a d w a ll a t C o n s tr u c t ri p ra p c u lv e rt In s ta ll p ip e h e a d w a ll a t in le t

C o n s tr u c t ri p ra p

In ta ll p ip e c u lv e rt

Construct soldier pile wall

607+01 to 608+37, LT p ip e c u lv e rt

R e m o v e e x is ti n g c u lv e rt R e m o v e e x is ti n g p ip e

600+60 TO 607+84

PLAN-PROFILE

Install guardrail system - Install fence, woven wire

604+55 to 620+35.56, RT

Install guardrail terminal

604+30 to 604+55, RT

Construct Soldier Pile Wall

605+84.35 to 610+89.57, RT

Construct MSE Wall

604+62.72 to 605+84.35, RT

:5

A p ri l

C H

N

P la n

S h e e t] p w

-w o rk

\d \a k -f

-c n f1 fc

.d g n

:5

A p ri l

C H

N

P la n

S h e p w

-w o rk

\d \a k -f

-c n f1 fc

.d

STATE PROJECT

AK FS CNF 1015(2) D.3

602+76 +0.511%

CP

CP

Roadway Obliteration, method 1

609+55 to 609+66 LT

Obliteration, method 1

Roadway

610+27 to 612+88 LT

N

Roadway Obliteration, method 1

610+15 to 610+23 RT gabion wall

Existing

Remove existing guardrail

Proposed edge of Travel Lane

Proposed edge of Shoulder

Slope stake limits

Slope stake limits

Existing bin wall to remain

Line to be constructed

Existing edge of pavement

Existing ground

Profile grade

Edge of water

S89°56'26"W S5 9°2

7'0 5"W e = 0.034

'126.57L =

'65.49T =

'200.00R =

(RT)36°15'37"Δ =

609+21.32PI e = 0.030

'336.88L = '188.70T = '300.00R =

(RT)64°20'24"Δ =

614+37.48PI

e = 0.030 '138.35L = '70.86T = '260.00R =

(LT)30°29'21"Δ =

611+36.91PI

.4

.8

5+

PT

611+00 612+00 613+00 614+00 615+00

390 390

608+00 609+00 610+00

380 380

390 390

-3.056%

-1.106%

+2.90 5%

.0

.5

.0

' VC100

44.07K =

'195.01SSD = ' VC60

31K =

'1290.78HLSD =

' VC110

27K =

'186.05HLSD =

C o n s tr u c t ri p ra p h e a d w a ll a t in le t

In s ta ll p ip e c u lv e rt a t in le t C o n s tr u c t ri p ra p h e a d w a ll c u lv e rt

In s ta ll p ip e

G .3 f o r d e ta il s s tr e a m b e d S e e S h e e t a n d o u tl e t.

R e c o n s tr u c t e n d t re a tm e n t a t in le t c u lv e rt

C o n s tr u c t ri p ra p R e m o v e e x is ti n g p ip e

In s ta ll p ip e c u lv e rt

Removal of obstruction (gabion wall) 607+69 to 608+11, RT

G .4 f o r d e ta il s s tr e a m b e d S e e S h e e t a n d o u tl e t.

R e c o n s tr u c t e n d t re a tm e n t a t in le t c u lv e rt

C o n s tr u c t ri p ra p

R e m o v e e x is ti n g p ip e

In s ta ll p ip e c u lv e rt

R e m o v e e x is ti n g p ip e c u lv e rt c u lv e rt R e m o v e e x is ti n g p ip e

607+84 TO 615+34

PLAN-PROFILE

and 8-inch outlet pipe and 8-inch outlet pipe Install standard underdrain system 615+10 to 618+00 LT

Construct Soldier Pile Wall

607+01 to 608+37, LT

Install guardrail system - Install fence, woven wire

604+55 to 620+35.56, RT

Construct Soldier Pile Wall

605+84.35 to 610+89.57, RT

Construct MSE Wall

610+89.57 to 620+26.34, RT

Install standard underdrain system

610+40 to 611+90, LT

:0

A p ri l

C H

N

P la n

S h e p w

-w o rk

\d \a k -f

-c n f1 fc

.d g n

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.4

Remove existing guardrail

Existing edge of pavement

Slope stake limits

CP

CP

CP

Roadway obliteration, method 1

615+71 to 618+80 LT

Proposed edge of Travel Lane

Proposed edge of Shoulder

Existing edge of pavement

618+80 to 622+40, LT

Construct riprap ditch 615+10 to 618+00, LT and 8-inch outlet pipe

Install standard underdrain system

604+55 to 620+35.56, RT

Install guardrail system - Install fence, woven wire

Construct MSE Wall

610+89.57 to 620+26.34, RT

Slope stake limits

Existing ground

Existing ground

Profile grade

Profile grade

Edge of water

Line to be constructed

N56°12'31"W S82

°57 '26

"W e = 0.024

'384.85L =

'201.01T =

'540.00R =

(LT)40°50'04"Δ =

618+72.10PI

.9

616+00 617+00 618+00 619+00 620+00 621+00

400 400

410 410

+0.636%

+2.88 0%

+5.

9%

8.

9%

.4

2 3

.3

.4

' VC100

45K =

'631.15HLSD =

' VC110

36K =

'279.85HLSD =

' VC80

35K =

'569.32HLSD =

622+00

410 410

420 420

+1.925

8.

9%

.6

' VC150

23.87K =

'125.41SSD =

a t in le t C o n s tr u c t ri p ra p h e a d w a ll c u lv e rt R e m o v e e x is ti n g p ip e

In s ta ll p ip e c u lv e rt in le t a n d o u tl e t (h e a d w a ll a t m e th o d A c la s s

In s ta ll p la c e d r ip ra p

In s ta ll

-i n c h p ip e c u lv e rt

(h a d w a ll a t in le t m e th o d A c la s s

In s ta ll p la c e d r ip ra p

In s ta ll

-i n c h p ip e c u lv e rt

615+34 TO 622+84

PLAN-PROFILE1

:0

A p ri l

C H

N

P la n

S h e p w

-w o rk

\d \a k -f

-c n f1 fc

.d g n

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.5

CP

CP

CP

CP

CP

Existing ground

Existing ground

Profile grade

Profile grade

Line to be constructed

Slope stake limits

Slope stake limits

Proposed edge of Travel Lane

Proposed edge of Shoulder

Existing edge of pavement

Existing edge of pavement

Proposed edge of Travel Lane

Proposed edge of Shoulder

Construct Special Rock Embankment

627+35.30 to 631+72.00, RT

N89°26'53"W

S69 °04 '36"

W S88°40'08"W e = 0.024

'92.79L =

'46.46T =

'700.00R =

(RT)07°35'41"Δ =

623+55.23PI

e = 0.026 '136.78L = '69.06T = '400.00R =

(RT)19°35'31"Δ =

628+33.40PI

e = 0.026 '187.41L = '94.82T = '500.00R =

(LT)21°28'30"Δ =

626+10.26PI

PC

.3

.1

623+00 624+00 625+00 626+00 627+00 628+00

430 430

440 440

+2.81 9%

+2.149

+6.

0%

+1.925

.5

.8

.1

' VC40

59.72K =

'511.20SSD =

' VC60

67K =

'INFHLSD =

' VC80

20K =

'155.43HLSD =

629+00 630+00

440 440

450 450

+2.75 7%

+6.

0%

.0

' VC80

22.97K =

'134.49SSD =

C o n s tr u c t ri p ra p h e a d w a ll a t in le t

R e m o v e e x is ti n g p ip e c u lv e rt

In s ta ll p ip e c u lv e rt

C o n s tr u c t ri p ra p h e a d w a ll a t in le t

R e m o v e e x is ti n g p ip e c u lv e rt

In s ta ll p ip e c u lv e rt a t in le t.

C o n s tr u c t ri p ra p h e a d w a ll s

R e m o v e e x is ti n g p ip e c u lv e rt

In s ta ll p ip e c u lv e rt a t in le t a n d o u tl e t.

C o n s tr u c t ri p ra p h e a d w a ll s

In s ta ll p ip e c u lv e rt

622+84 TO 630+34

PLAN-PROFILE

and 8-inch outlet pipe Install Standard Underdrain System

623+50 to 625+20 LT

:0

A p ri l

C H

N

P la n

S h e p w

-w o rk

\d \a k -f

-c n f1 fc

.d g n

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.6

CP

CP

CP

CP

Slope stake limits

Slope stake limits

Proposed edge of Travel Lane

Proposed edge of Shoulder

Existing edge of pavement

Line to be constructed

Existing ground

Profile grade

S88°40'08"W

S49 °07 '50"

W e = 0.022

'268.14L =

'135.34T =

'800.00R =

(RT)19°12'16"Δ =

637+24.24PI

e = 0.028 '258.78L = '134.78T = '375.00R =

(LT)39°32'17"Δ =

632+86.62PI

.9

631+00 632+00 633+00 634+00 635+00 636+00 637+00

450 450

460 460

-0.674%

+2.75 7% +0.792%

+2.96 6%

+3.8 67%

-0.348%

.5

.6

.0

.8

.6

.1

' VC60

17.49K =

'125.91SSD =

' VC90

21.35K =

'123.06SSD =

' VC40

27K =

'INFHLSD =

' VC80

37K =

'677.11HLSD =

' VC69

76K =

'INFHLSD =

' VC80

32K =

'398.76HLSD =

a t in le t C o n s tr u c t ri p ra p h e a d w a ll u lv e rt

R e m o v e e x is ti n g p ip e

In s ta ll p ip e c u lv e rt a t in le t C o n s tr u c t ri p ra p h e a d w a ll

R e m o v e e x is ti n g p ip e c u lv e rt

In s ta ll p ip e c u lv e rt a t in le t.

C o n s tr u c t ri p ra p h e a d w a ll

In s ta ll p ip e c u lv e rt a t in le t a n d o u tl e t.

C o n s tr u c t ri p ra p h e a d w a ll

In s ta ll p ip e c u lv e rt

630+34 TO 637+84

PLAN-PROFILE

and 8-inch outlet pipe

Construct special Rock Embankment

627+35.30 to 631+72.00, RT

Install standard underdrain system

633+00 to 634+60, LT

:4

A p ri l

C H

N

P la n

S h e p w

-w o rk

\d \a k -f

-c n f1 fc

.d g n

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.7

El= 456.330

E= 1647134.9139

N= 2366778.8406

N

CP

CP

CP

CP

CP

Line to be constructed

Slope stake limits

Slope stake limits

Proposed edge of Travel Lane

Proposed edge of Shoulder

Proposed edge of Shoulder

Proposed edge of Travel Lane

Existing edge of pavement

Existing edge of pavement

Existing ground

Profile grade

+5.252%

640+456

S68°2 0'06"W

S70°02' 32"W

N72°46'34"W

S76°19'50"W e = 0.022

'23.84L =

'11.92T =

'800.00R =

(RT)01°42'26"Δ =

640+46.68PI

e = N/A '103.83L = '53.82T = '160.00R =

(RT)37°10'54"Δ =

642+68.86PI

e = N/A '97.05L = '49.74T = '180.00R =

(LT)30°53'36"Δ =

643+81.76PI

PT

638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00

450 450

460 460

+2.155

+1.443%

+1.607%

-5.479%

.9

.1

.0

' VC50

70.24K =

'487.19SSD =

' VC150

21.17K =

'118.04SSD =

' VC60

365K =

'INFHLSD =

END PROJECT

641+17.07

AK FS CNF 1015(2)

637+84 TO 641+17

PLAN-PROFILE

and grade, and E.5 for layout See Sheet E.3 for approach line

:1

A p ri l

C H

N

P la n

S h e p w

-w o rk

\d \a k -f

-c n f1 fc

.d g n

STATE PROJECT

NUMBER

AK FS CNF 1015(2) D.8

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1 2367983.895 1650672.459 390.259 60°28'54.369" N 149°56'35.321" W 425.1966 0.99987984 (SRD3135) 3-1/4" DIAM. USDA ALUM. CAP 1.

2 2367811.709 1650541.533 391.193 60°28'52.674" N 149°56'37.937" W 426.1306 0.99987979 (SRD3134) 3-1/4" DIAM. USDA ALUM. CAP

3 2367440.934 1650405.731 396.608 60°28'49.024" N 149°56'40.653" W 431.5587 0.99987953 1/2" X 2" MAGNAIL

4 2367266.214 1650130.471 388.120 60°28'47.305" N 149°56'46.149" W 423.0642 0.99987993 1/2" X 2" MAGNAIL

5 2367147.727 1649586.518 388.540 60°28'46.142" N 149°56'57.006" W 423.4579 0.9998799 1/2" X 2" MAGNAIL

6 2367335.926 1649247.849 394.919 60°28'47.999" N 149°57'03.762" W 429.8107 0.99987959 1/2" X 2" MAGNAIL

7 2367319.972 1648778.434 420.811 60°28'47.845" N 149°57'13.130" W 455.6764 0.99987834 1/2" X 2" MAGNAIL

8 2367232.031 1648175.988 443.425 60°28'46.983" N 149°57'25.154" W 478.2609 0.99987726 1/2" X 2" MAGNAIL

9 2367179.603 1647794.718 448.212 60°28'46.469" N 149°57'32.763" W 483.0282 0.99987702 1/2" X 2" MAGNAIL

10 2366880.587 1647414.477 456.899 60°28'43.526" N 149°57'40.355" W 491.7054 0.9998766 1/2" X 2" MAGNAIL

11 2366767.285 1647132.227 455.945 60°28'42.412" N 149°57'45.989" W 490.7415 0.99987664 1/2" X 2" MAGNAIL

12 2366711.288 1646619.838 420.355 60°28'41.863" N 149°57'56.214" W 455.122 0.99987833 1/2" X 2" MAGNAIL

13 2366745.320 1646475.915 418.366 60°28'42.199" N 149°57'59.086" W 453.1231 0.99987843 (SRD3133) 3-1/4" DIAM. USDA ALUM. CAP

14 2366813.810 1646170.210 418.561 60°28'42.875" N 149°58'05.185" W 453.2985 0.99987842 (SRD3132) 3-1/4" DIAM. USDA ALUM. CAP

15 2367173.494 1645904.804 426.565 60°28'46.419" N 149°58'10.478" W 461.2697 0.99987803 1/2" X 2-1/2" DURANAIL

16 2367665.316 1645819.535 421.750 60°28'51.263" N 149°58'12.176" W 456.4284 0.99987826 5/8" X 30" REBAR w/YELLOW FS CAP

17 2367852.596 1645605.981 415.655 60°28'53.108" N 149°58'16.436" W 450.3137 0.99987855 1/2" X 2-1/2" DURANAIL

18 2368027.716 1645495.672 413.311 60°28'54.834" N 149°58'18.636" W 447.9566 0.99987866 1/2" X 2-1/2" DURANAIL

19 2368331.536 1645487.834 412.091 60°28'57.826" N 149°58'18.790" W 446.7268 0.99987872 1/2" X 2-1/2" DURANAIL

20 2368582.755 1645424.530 412.671 60°29'00.301" N 149°58'20.051" W 447.2936 0.99987869 1/2" X 2-1/2" DURANAIL

21 2369144.197 1645040.394 414.770 60°29'05.832" N 149°58'27.713" W 449.3533 0.99987859 (SRD3177) 3-1/4" DIAM. USDA ALUM. CAP

22 2369184.028 1644806.950 414.696 60°29'06.225" N 149°58'32.372" W 449.2629 0.99987859 (SRD3178) 3-1/4" DIAM. USDA ALUM. CAP

23 2368894.252 1644587.578 413.342 60°29'03.372" N 149°58'36.753" W 447.9056 0.99987866 5/8" X 30" REBAR w/YELLOW FS CAP

24 2368966.726 1644259.157 409.949 60°29'04.087" N 149°58'43.308" W 444.4929 0.99987881 1/2" X 2-1/2" DURANAIL

25 2368940.953 1644006.493 406.239 60°29'03.834" N 149°58'48.351" W 440.7698 0.99987899 1/2" X 2-1/2" DURANAIL

26 2368986.099 1643774.768 402.501 60°29'04.279" N 149°58'52.975" W 437.0154 0.99987917 (SRD3176) 1/2" X 2-1/2" DURANAIL

31 2368336.656 1651429.000 396.349 60°28'57.837" N 149°56'20.216" W 431.3096 0.99987956 1/2" X 2" MAGNAIL

32 2368305.882 1651131.564 394.331 60°28'57.536" N 149°56'26.153" W 429.2784 0.99987965 (SRD3174) 1/2" X 2" MAGNAIL

33 2368337.351 1650838.273 392.008 60°28'57.849" N 149°56'32.006" W 426.939 0.99987976 (SRD3175) 1/2" X 2" MAGNAIL

34 2368578.560 1650867.142 389.797 60°29'00.224" N 149°56'31.425" W 424.7182 0.99987987 3/4" X 6-1/2" SPIKE

35 2368361.775 1651754.828 396.219 60°28'58.081" N 149°56'13.713" W 431.196 0.99987958 5/8" X 30" REBAR w/YELLOW FS CAP

36 2368085.997 1651381.940 398.428 60°28'55.369" N 149°56'21.160" W 433.3984 0.99987946 1/2" X 2" MAGNAIL

37 2368071.667 1651002.927 396.441 60°28'55.231" N 149°56'28.724" W 431.3917 0.99987955 1/2" X 2" MAGNAIL

38 2367907.476 1650795.453 396.788 60°28'53.615" N 149°56'32.868" W 431.7354 0.99987953 1/2" X 2" MAGNAIL

40 2367677.868 1650610.874 399.246 60°28'51.356" N 149°56'36.555" W 434.1934 0.99987941 5/8" X 36" REBAR w/YELLOW FS CAP

41 2367631.433 1650785.950 404.641 60°28'50.897" N 149°56'33.062" W 439.6016 0.99987915 3/4" X 6-1/2" SPIKE (STEEL)

42 2367510.238 1650712.401 411.609 60°28'49.704" N 149°56'34.532" W 446.5728 0.99987882 5/8" X 36" REBAR w/YELLOW FS CAP

43 2367528.841 1650620.605 413.002 60°28'49.888" N 149°56'36.364" W 447.9593 0.99987875 5/8" X 36" REBAR w/YELLOW FS CAP

45 2368027.861 1645312.728 411.448 60°28'54.836" N 149°58'22.287" W 446.0838 0.99987875 (SRD3094) 1/2" X 2" MAGNAIL

46 2367893.670 1645395.642 412.464 60°28'53.514" N 149°58'20.633" W 447.1096 0.9998787 (SRD3095) 1/2" X 2" MAGNAIL

PROJECT : Russian River Campground PROJECT UNITS : US SURVEY FOOT COORDINATE SYSTEM : Alaska Zone 4 SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM :NAVD88 based on Geoid 12A

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

C

M yF ile s\

Pr oj ec ts

_2

2\ Al as ka

\R us si an

_R iv er

R us si an

R iv er _C

G _c on tr ol sh ee t_ up da te .x ls x]

S he et

-F eb

-2

:2

Fo re st s er vi ce 7/

Fo rs t se rv ic e 7/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.9

SHEET

NUMBER

FS CNF 1015(2)AK

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

47 2368100.873 1645218.559 410.548 60°28'55.555" N 149°58'24.166" W 445.1772 0.99987879 5/8" X 30" REBAR w/YELLOW FS CAP 1.

50 2366795.784 1647230.683 460.597 60°28'42.692" N 149°57'44.024" W 495.3968 0.99987642 1/2" X 2-1/2" DURANAIL

51 2366692.298 1647152.955 467.457 60°28'41.673" N 149°57'45.576" W 502.2568 0.99987609 3/4" X 6-1/2" DURANAIL SPIKE

60 2369185.293 1644920.502 414.955 60°29'06.237" N 149°58'30.106" W 449.5284 0.99987858 1/2" X 2-1/2" DURANAIL

61 2369313.778 1644841.321 414.413 60°29'07.503" N 149°58'31.685" W 448.9799 0.99987861 5/8" X 30" REBAR w/YELLOW FS CAP

62 2369432.157 1644949.948 412.206 60°29'08.668" N 149°58'29.516" W 446.7729 0.99987871 5/8" X 30" REBAR w/YELLOW FS CAP

63 2369299.583 1645040.305 414.486 60°29'07.362" N 149°58'27.714" W 449.0627 0.9998786 5/8" X 24" REBAR w/YELLOW FS CAP

64 2369388.540 1645138.783 411.786 60°29'08.238" N 149°58'25.748" W 446.366 0.99987873 5/8" X 30" REBAR w/YELLOW FS CAP

65 2369237.331 1645149.993 413.449 60°29'06.749" N 149°58'25.525" W 448.0355 0.99987865 5/8" X 30" REBAR w/YELLOW FS CAP

66 2369141.672 1645242.511 411.799 60°29'05.806" N 149°58'23.679" W 446.3921 0.99987873 5/8" X 30" REBAR w/YELLOW FS CAP

67 2369035.798 1645117.802 414.677 60°29'04.764" N 149°58'26.169" W 449.2668 0.9998786 1/2" X 2-1/2" DURANAIL

71 2369059.441 1643683.997 402.730 60°29'05.002" N 149°58'54.787" W 437.2378 0.99987916 5/8" X 30" REBAR w/YELLOW FS CAP

72 2369079.632 1643748.519 402.663 60°29'05.200" N 149°58'53.499" W 437.1741 0.99987916 5/8" X 30" REBAR w/YELLOW FS CAP

73 2369146.903 1643901.521 405.794 60°29'05.862" N 149°58'50.445" W 440.3116 0.99987901 5/8" X 30" REBAR w/YELLOW FS CAP

74 2368983.631 1643916.773 405.159 60°29'04.254" N 149°58'50.141" W 439.6832 0.99987904 1/2" X 2-1/2" DURANAIL

75 2368955.363 1644109.418 408.958 60°29'03.975" N 149°58'46.296" W 443.4921 0.99987886 1/2" X 2-1/2" DURANAIL

80 2367581.808 1650466.711 397.397 60°28'50.411" N 149°56'39.434" W 432.3412 0.99987949 1/2" X 2-1/2" DURANAIL

84 2367262.481 1649419.503 390.965 60°28'47.274" N 149°57'00.338" W 425.8698 0.99987978 1/2" X 2-1/2" DURANAIL

85 2367352.692 1649057.817 405.377 60°28'48.165" N 149°57'07.554" W 440.2555 0.99987909 1/2" X 2-1/2" DURANAIL

86 2367318.062 1648599.942 425.602 60°28'47.827" N 149°57'16.692" W 460.4576 0.99987811 1/2" X 2-1/2" DURANAIL

87 2367287.923 1648422.816 430.560 60°28'47.532" N 149°57'20.227" W 465.4057 0.99987787 1/2" X 2-1/2" DURANAIL

88 2367221.535 1648285.380 439.527 60°28'46.879" N 149°57'22.971" W 474.3694 0.99987744 1/2" X 2-1/2" DURANAIL

89 2367210.250 1647989.740 447.172 60°28'46.769" N 149°57'28.871" W 481.998 0.99987707 1/2" X 2-1/2" DURANAIL

90 2367072.710 1647658.782 450.899 60°28'45.417" N 149°57'35.477" W 485.7119 0.99987689 1/2" X 2-1/2" DURANAIL

91 2366993.407 1647600.109 455.574 60°28'44.636" N 149°57'36.649" W 490.3869 0.99987667 1/2" X 2-1/2" DURANAIL

92 2366726.149 1646964.289 447.457 60°28'42.007" N 149°57'49.340" W 482.2437 0.99987705 1/2" X 2-1/2" DURANAIL

93 2366756.946 1646319.998 420.102 60°28'42.314" N 149°58'02.197" W 454.8493 0.99987834 1/2" X 2-1/2" DURANAIL

94 2366916.601 1646101.514 420.742 60°28'43.888" N 149°58'06.555" W 455.4696 0.99987831 1/2" X 2-1/2" DURANAIL

95 2367022.566 1645931.018 427.361 6°28'44.932" N 149°58'09.957" W 462.0722 0.99987799 1/2" X 2-1/2" DURANAIL

96 2367502.258 1645856.563 424.742 60°28'49.657" N 149°58'11.438" W 459.4303 0.99987812 1/2" X 2-1/2" DURANAIL

97 2368717.203 1645296.720 413.475 60°29'01.625" N 149°58'22.601" W 448.0845 0.99987865 1/2" X 2-1/2" DURANAIL

98 2369018.169 1644679.659 413.771 60°29'04.592" N 149°58'34.914" W 448.3379 0.99987864 1/2" X 2-1/2" DURANAIL

99 2368915.912 1644463.606 412.103 60°29'03.586" N 149°58'39.227" W 446.66 0.99987871 1/2" X 2-1/2" DURANAIL

PROJECT : Russian River Campground PROJECT UNITS : US SURVEY FOOT COORDINATE SYSTEM : Alaska Zone 4 SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM :NAVD88 based on Geoid 12A

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

C

M yF ile s\

Pr oj ec ts

_2

2\ Al as ka

\R us si an

_R iv er

R us si an

R iv er _C

G _c on tr ol sh ee t_ up da te .x ls x]

S he et

2)

-F eb

-2

:2

Fo re st s er vi ce 7/

Fo rs t se rv ic e 7/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.10

SHEET

NUMBER

FS CNF 1015(2)AK

SURVEY CONTROL

Sheet 2 of 2

:5

M a r c h a k f c n f f a .d p w w o r k

\d

\a k f c n f a p p

.d g n

APPROACH QUANTITIES

TABULATION OF

STATE PROJECT

NUMBER

AK FS CNF 1015(2) E.1

STOP AHEAD

Line to be constructed

Proposed edge of pavement

Proposed edge of pavement

Existing edge of pavement

Existing edge of pavement

Match existing gravel surface edge of shoulder

Match proposed mainline

Slope stake limits

Slope stake limits

Existing ditch

Profile grade

Existing ground

S60°12'34"E

602+43.76 PC

+20.0

PT

P O

B

.0

P O

E

.7

END WORK

20+83.73

BEGIN WORK

20+11.00

El=395.20

E=1650536.02

N=2367731.86

El=399.10

E=1650599.05

N=2367695.78

20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80

395 395

400 400

6.

3%

+0.511% .2

25' VC

K = 4

HLSD = 61.69'

.2

20+90

.1

:3

M a r c h

A

P L

T

P la n

S h e p w w o r k

\d

\a k f c n f a p p

.d g n

602+76.39 LT

APPROACH PLAN-PROFILE

STATE PROJECT

NUMBER

AK FS CNF 1015(2) E.2

edge of shoulder mainline

Match proposed

Match existing gravel surface

Slope stake limits

Proposed edge of pavement

Proposed edge of pavement

Existing edge of pavement of pavement

Existing edge

Line to be constructed

Existing ditch

Profile grade

Existing ground

Slope stake limits

S20°56'40"E

640+34.76 PC

640+58.59 PT

P O

E

.0

25+00 25+10 25+20

455 455

460 460

25+30

+5.

2%

.6

BEGIN WORK

END WORK

25+11.00

25+24.00

El=459.99

E=1647206.59

N=2366793.29

El=460.35

E=1647211.23

N=2366781.15

:4

M a r c h

A

P L

T

P la n

S h e p w w o r k

\d

\a k f c n f a p p

.d g n

640+44.97 LT

APPROACH PLAN-PROFILE

STATE PROJECT

NUMBER

AK FS CNF 1015(2) E.3

N '-51.47OFF

20+06.49STA

'-31.49OFF

20+18.96STA

'-16.73OFF

20+44.58STA

'-10.45OFF

20+63.36STA

OFF -7.90'

STA 20+83.73

'7.90OFF

20+83.62STA

'7.96OFF

20+74.99STA

'24.53OFF

20+38.13STA

'40.52OFF

20+23.76STA

'51.60OFF

20+20.85STA

'-0.00OFF

20+11.10STA

'-11.00OFF

602+25.45STA

'-11.00OFF

602+77.89STA

'-11.00OFF

603+31.36STA

'-0.00OFF

20+83.73STA

EL= 393.29

EL= 393.56

EL= 395.35

EL= 397.63

EL= 398.87

EL= 398.99

EL= 398.85

EL= 398.46

EL= 396.23

EL= 396.45

EL= 396.85

EL= 395.20

R 489'

'R

R

R

12.5'R

:0

M a r c h

A

P L

T

P la n

S h e p w w o r k

\d

\a k f c n f a p p

.d g n

602+76.39 LT

APPROACH LAYOUT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) E.4

OFF -17.57'

STA 25+24.00

'-26.08OFF

25+15.40STA

OFF -11.00'

STA 640+07.80

'17.57OFF

25+23.92STA

'23.62OFF

25+16.44STA

OFF -11.00'

STA 640+80.57

'35.80OFF

25+10.50STA

'-37.30OFF

25+10.60STA

'0.00OFF

25+11.00STA

'-11.00OFF

640+44.96STA

'0.00OFF

25+24.00STA

640640

EL= 458.37

EL= 458.82

EL= 459.59

EL= 459.99

EL= 460.35

EL= 460.66

EL= 460.25

EL= 460.76

10' R

R 16'

:1

M a r c h

A

P L

T

P la n

S h e p w w o r k

\d

\a k f c n f a p p

.d g n

640+40.97 LT

APPROACH LAYOUT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) E.5

'14.00OFF

602+16.35STA

'19.26OFF

602+31.73STA

'42.67OFF

602+57.58STA

'44.75OFF

603+25.72STA

'25.45OFF

603+49.08STA

'14.00OFF

603+80.92STA

3 6

EL=393.87

EL=394.16

EL=394.44

EL=396.35

EL=397.20

EL=397.94

R

R .5

R

:3

F e b r u a r y

C

H N

T u r n o u t

S h e p w w o r k

\d

\a k f c n f a p p

.d g n

602+16.35 to 603+80.92 RT

TURNOUT LAYOUT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) E.6

:2

A p r il a k f c n f f a .d p w w o r k \d

\a k f c n f d a .d g n

CONTROL QUANTITIES

EROSION AND SEDIMENT

TABULATION OF

STATE PROJECT

NUMBER

AK FS CNF 1015(2) F.1

2 6

N

N

Slope stake limits

BEGIN PROJECT

600+60.00 lined ditch

Proposed riprap

Silt fence

Fiber roll

Check Dam 20 0 20 40

SCALE IN FEET

LEGEND:

Slope stake limits

Proposed edge of shoulder

Proposed edge of shoulder diversion channel, for proposed 36" pipe culvert

Install soil erosion control, temporary

Proposed edge of shoulder

Slope stake limits

Slope stake limits detail. See Sheet J.5 for sign instsallation detail.

(SWPPP Sign). See Sheet F.11 for sign panel

Install temporary traffic control, construction sign

Proposed edge of shoulder

7 6

8 6

Control Product

Rolled Erosion

:5

A p r il

P la n

S h e

M y F il e s \P r o je c ts

\R u s s ia n R iv e r C a m p g r o u n d A c c e s s P h a s e

\R u s E x p o r te d f r o m

P

W \a k f c n f d b .d g n

600+60 to 611+00

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) F.2

Slope stake limits

3 6

N

N lined ditch

Proposed riprap

Silt fence

Fiber roll

Check Dam 20 0 20 40

SCALE IN FEET

LEGEND:

Proposed edge of shoulder

Proposed edge of shoulder

Proposed edge of shoulder

Proposed edge of shoulder for proposed 60" pipe culvert temporary diversion channel

Install soil erosion control, for proposed 60" pipe culvert temporary diversion channel

Install soil erosion control, Slope stake limits

Slope stake limits

3 6

Control Product

Rolled Erosion3 :5

M a r c h

P la n

S h e p w w o r k \d

\a k f c n f d b .d g n

611+00 to 622+80

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) F.3

6 6

Slope stake limits

Slope stake limits

N

N

LEGEND:

lined ditch

Proposed riprap

Silt fence

Fiber roll

Check Dam 20 0 20 40

SCALE IN FEET

Proposed edge of shoulder

Proposed edge of shoulder

Proposed edge of shoulder

Proposed edge of shoulder

Control Product

Rolled Erosion4 :0

M a r c h

P la n

S h e p w w o r k \d

\a k f c n f d b .d g n

622+80 to 634+40

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) F.4

5 6

Slope stake limits

Slope stake limits END PROJECT

641+17.07

N

N lined ditch

Proposed riprap

Silt fence

Fiber roll

Check Dam

20 0 20 40

SCALE IN FEET

LEGEND:

Proposed edge of shoulder

Proposed edge of shoulder

Proposed edge of shoulder

Proposed edge of shoulder

0 6

1 6

Control Product

Rolled Erosion4 :0

M a r c h

P la n

S h e p w w o r k \d

\a k f c n f d b .d g n

634+40 to 641+17.07

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

AK FS CNF 1015(2) F.5

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

When specified replace the…