Plan_Set_Naukati.pdf

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

AK

USFS 2060(1)

P

M

J a n u a r y

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a k f2 a b .d g n

C .C o n r a d

C h e c k e d b y

D e s ig n e d b y

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

AND ABBREVIATIONS

PLAN SYMBOLS

NUMBER

SHEET

STATE

A.3

PROJECT

A u g u s t

U

S m y fi le s p w p r o d u c ti o n d a k f2 w .d g n

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

1.

on the appropriate plan sheet.

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

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 Section

Pipe Culvert with Headwall

Underdrain

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Spring or Seep

LC

Concrete Barrier

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

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

6 1

Section Corner (Found, Projected)

36 31

6 1

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56

N

E

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W

Silt Fence

DI

Wattle

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, θs Ø

∆c spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

approach ahead average daily traffic abutment bearing bridge balance point bench mark back ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

mile post main line

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

Section Line4

Section Line16

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub

T U

X E K

A N N

A R

R O

W S

VICINITY MAPSCALE IN FEET

0 200 400 600 800

FACILITY

TRANSFER

LOG

NATIONAL

FOREST

POINT

TAHKA

NAUKATI BAY

TONGASS

N

Y A

B ITAKUAN ELTTIL

T U X E K A N

I S L A N D

I S L A N D

W A L E S

P R I N C E O F

KAIKLI COVE

002-0602 SF

S F

3-

SF

2 SF

END PROJECT

141+80

BEGIN PROJECT

10+13.42

A.4

STATE PROJECT

a k f2 a c .d g n

U

S S u r ft

D h e c k e d b y e s ig n e d b y R o d n e y M e a d o w s

P E

H F

YAWHGIH SE

LAW FO ECNIRP

HT

R

O

Sheet and Description

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

SEDIMENT

CONTROL

DRAINAGE REINFORCED

SOIL SLOPES

SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PLAN

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 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LPSM ALL

A0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (CHECK

DAMS) LNFT 2,510 2,510

A0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE (SLOPE

PROTECTION) LNFT 29,884 29,884

A0180 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE LNFT 11,636 11,636

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION

ENTRANCE EACH 1 1

A0220 15707-1000 SOIL EROSION CONTROL, TEMPORARY TURF

ESTABLISHMENT SLRY 54 54

A0240 15801-0000 WATERING FOR DUST CONTROL MGAL 2,250 2,250

A0260 20101-0000 CLEARING AND GRUBBING ACRE 24.0 24.0

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 31 31

A0300 20301-2400 REMOVAL OF SIGN EACH 2 2

A0320 20401-0000 ROADWAY EXCAVATION CUYD 117,072 5,919 6,209 129,200

A0340 20402-0000 SUBEXCAVATION CUYD 2,252 118 2,370

A0360 20410-0000 SELECT BORROW (GUY POLE PAD) CUYD 110 110

A0380 20411-0000 SELECT BORROW TON 31,028 14,021 3,095 2,456 50,600 1.97 TONS/CUYD

A0400 20450-1000 BORROW, ROCK (SUBEX BACKFILL) CUYD 2,252 118 2,370

A0420 20450-1000 BORROW, ROCK CUYD 30,463 1,537 32,000

A0440 20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A SQYD 34,966 36,700

A0460 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A SQYD 32,308 1,692 34,000

A0480 20703-2000 GEOGRID, BIAXIAL SQYD 34,966 1,734 36,700

A0500 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 3,407 3,407

A0520 25101-2000 PLACED RIPRAP, CLASS 2 (ENERGY DISSIPATOR) CUYD 99 21 120

A0540 25101-2000 PLACED RIPRAP, CLASS 2 (RIPRAP HEADWALL) CUYD 267 33 300

A0560 25120-2000 RIPRAP DITCH, CLASS 2 LNFT 3,405 342 3,747

A0580 27201-1000 REINFORCED SOIL SLOPE, GEOGRID SQFT 6,948 6,948

A0620 30101-2000 AGGREGATE BASE GRADING D (4-INCH COMPACTED 1.97 TONS/CUYD

DEPTH) TON 11,338 2,772 1,390 15,500

A0640 30901-2000 EMULSIFIED ASPHALT TREATED AGGREGATE BASE,

GRADING D (4 INCH COMPACTED DEPTH) TON 10,726 1,074 11,800

A0680 30905-1200 EMULSIFIED ASPHALT, GRADE CSS-1 TON 215 21 236

A0700 40301-0000 HOT ASPHALT CONCRETE PAVEMENT TON 230 11 241

MileStone: 100% Date Completed: 09/02/15 Report Date: 09/02/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 2-

S ep

-2

3:

P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0 ak

-f

-s um m ar y-w fl.

xl sm ]S he et

STATE PROJECT

USFS 2060(1) B.1AK

Sheet and Description

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

SEDIMENT

CONTROL

DRAINAGE REINFORCED

SOIL SLOPES

SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PLAN

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0720 40910-0800 SURFACE TREATMENT, DESIGNATION 2C SQYD 47,646 4,754 52,400

A0740 40940-1300 EMULSIFIED ASPHALT, GRADE CRS-2P TON 199 20 219

A0760 60201-0800 24-INCH PIPE CULVERT LNFT 1,922 1,922

A0780 60201-1000 36-INCH PIPE CULVERT LNFT 616 616

A0800 60201-1400 60-INCH PIPE CULVERT LNFT 114 114

A0820 60201-1600 72-INCH PIPE CULVERT LNFT 74 74

A0840 60201-1800 84-INCH PIPE CULVERT LNFT 62 62

A0860 60201-2200 108-INCH PIPE CULVERT LNFT 88 88

A0880 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A WOOD POSTS LNFT 3,925 3,925

A0900 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 14 14

A0920 62101-0000 MONUMENT (SETTLEMENT PLATE ASSEMBLY) EACH 6 6

A0940 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80 80

A0960 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 40 40

A0980 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER HOUR 40 40

A1000 62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM

CAPACITY, 165HP MINIMUM FLYWHEEL POWER HOUR 80 80

A1020 62201-3750 CHAIN SAW HOUR 20 20

A1040 62301-0000 GENERAL LABOR HOUR 40 40

A1060 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 18,097 1,803 19,900

A1080 62503-0000 TURF ESTABLISHMENT SLRY 54 54

A1100 63302-0000 SIGN SYSTEM SQFT 53 53

A1120 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A1140 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 150 150

A1160 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 60 60

A1180 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 1,170 1,170

A1200 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 241 241

A1220 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 7,000 7,000

A1240 64631-0000 ROADSIDE DEVELOPMENT (BIOFILTRARTION SWALE) LNFT 1,628 1,628

A1260 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 46 46

A1280 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 355 355

2- S ep

-2

3:

P

M

MileStone: 100% Date Completed: 09/02/15 Report Date: 09/02/15 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 ak

-f

-s um m ar y-w fl.

xl sm ]S he et

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

USFS 2060(1) B.2AK

TYPICAL SECTION QUANTITIES

TABULATION OF

FOOTNOTE:

1 Includes quantities for turnouts and guardrail widening.

C.1

STATE PROJECT

A

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 c a .d

C o n r

C h e c k e d b y

D e s ig n e d b

NOTE:

1.

FOOTNOTE:

TYPICAL SECTION

Existing ground

Profile grade

Variable

1:3 1:3

Variable

4% Crown4% Crown

10" compacted depth

Select Borrow

4" compacted depth

Aggregate base, grading D, 1 1

ROUNDING DETAIL

CUT SLOPE

D

C le a r in g l im it

0.25 D

Slope stake

Existing ground

B= 10'-0'

5'-0"5'-0"

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'-0'5'-0"

0.25 D

Existing ground

Va ria ble

S lo p e s ta k e

D

GUARDRAIL TYPICAL DETAIL

Curve widening is reflected in the field notes. See Sheet C.3

7' pavement by others Future

4'

Earthwork geotextile, Type IV-A 4 5

See Sheet D.2 for locations and quantities.

point.

Extend geotextile, Type IV-A, 4-feet beyond existing shoulder hinge proportionally.

dimension and reduce the front slope rounding distance

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

Construct slopes as shown in the Staking Report.

plan and profile curve data. See Sheets D.3-7.

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

Profile grade in staking notes

Hinge point

4" compacted depth

Emulsified asphalt treated base, grading D, 4" compacted depth

Aggregate base, grading D, 4" compacted depth

Emulsified asphalt treated base, grading D, 1st application grading B

Surface treatment aggregates

2nd application grading D

Surface treatment aggregates

Surface treatment, designation 2C

Shoulder

3'-0"

Traveled way

11'-0"

Shoulder

3'-0"

Travel way

11'-0"

Travel way

11'-0"

Shoulder

3'-0"

Detail A

See Detail A

NO SCALE

LC

LC

Suitable roadway embankment

C.2

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 c d .d

C o n r a d

C h e c k e d b y

D e s ig n e d b y

MAINLINE TYPICAL SECTION

AK USFS 2060

Geogrid, biaxial

LC

Profile grade

Variable Slope stake

Earthwork geotextile, Type IV-A

DETAILS

EMBANKMENT CONSTRUCTION

NOTE:

FOOTNOTE:

See Section 204.

Construct slopes in the Staking Report.

See Mainline Typical Section for proposed surfacing structure.

3.

2.

1.

Original ground

Subgrade

EMBANKMENT CONSTRUCTION

SINGLE LAYER REINFORCEMENT

SOFT GROUND

m a x

NO SCALE

Toe of existing embankment

Earthwork geotextile, Type II-A

1 2

4 5

4'

LC

Biaxial geogrid spaced 6" apart

Subgrade

Profile grade

1 3

DETAIL

TRI-LAYER GEOGRID REINFORCEMENT

SOFT GROUND

Earthwork geotextile, Type II-A

Earthwork geotextile Type IV-A

12"

12"

4' 4'

Select borrow

Select borrow

See Sheet C.4.

See Sheet D.2 for locations and quantities.

point.

Extend geotextile, Type IV-A, 4-feet beyond existing shoulder hinge layers of geogrid placed in 6-inch lifts of select borrow.

Lay geogrid directly on top of geotextile. Follow with two additional

Place geotextile Type II-A 22-inches below bottom of surface course.

subgrade. Lay geogrid directly on top of geotextile.

Place geotextile, Type II-A no greater than 24-inches below sections and to original ground in cut sections.

Extend geogrid to within 1-foot of embankment slope in fill

Borrow, Rock

Borrow, Rock

C.3

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 c e .d

C h e c k e d b y

D e s ig n e d b

Slope stake

Profile grade

Existing ground

20'

NOTE:

FOOTNOTE:

Var iab le

Embankment width

CONSTRUCTION DETAILS

EMBANKMENT

Va ria bl e

3. See Section 204.

2. Construct slopes as shown in the Staking Report.

1. See mainline typical section for proposed surfacing structure.

21+75 to 23+50

E x c a v a ti o n L im it s

E x c a v a ti o n L im it s

LC

E x c a v a ti o n L im it s

1:2

E x c a v a ti o n L im it s

113+50 to 115+75

LC

NO SCALE

C.4

STATE PROJECT

a k f2 c f.

d g n

U

S ft

D

J O

H N

S e c k e d b y

K N

U

H s ig n e d b y

WITH SETTLEMENT PLATE

EMBANKMENT CONSTRUCTION

KEYED IN SINGLE REINFORCEMENT

WITH SETTLEMENT PLATE

STAGED EMBANKMENT CONSTRUCTION

SOFT GROUND

WITH SETTLEMENT PLATE

REINFORCEMENT EMBANKMENT CONSTRUCTION

KEYED IN TRI-LAYER

LC

24" max.

58+50 to 60+50 48+50 to 53+50

Va ria bl e

Variable

Variable

Va ria bl e

0.5W

Existing ground

Toe of existing embankment

Geogrid, biaxial

10'

Earthwork geotextile, type IV-A

Subgrade

Settlement plate assembly

Slope stake

Earthwork geotextile, Type II-A

Earthwork geotextile, Type II-A

Earthwork geotextile, Type II-A

4'

See sheet D.2 for locations and quantities.

Extend geotextile, Type IV-A, under entire embankment.

point.

Extend geotextile, Type IV-A, 4-feet beyond existing shoulder hinge layers of geogrid placed in 6 inch lifts of select borrow.

Lay geogrid directly on top of geotextile. Follow with two additional

Place geotextile, Type II-A 22-inches below bottom of surface course.

subgrade. Lay geogrid directly on top of geotextile.

Place geotextile, Type II-A no greater than 24-inches below sections and to original ground in cut sections.

Extend geogrid to within 1-foot of embankment slope in fill

Subgrade

Subgrade

Borrow, Rock

114+75, 30' RT

114+25, 30' RT

SETTLEMENT PLATE LOCATION

1' m a x

22+75, 22' RT

SETTLEMENT PLATE LOCATION

Existing ground

Profile grade

Slope stake

Toe of existing embankment

Earthwork geotextile, type IV-A

6" spacing

Geogrid, biaxial, Settlement plate

Geogrid, biaxial

Profile grade

W

Settlement plate

4' Stage thickness

59+00, 0.5W

51+00, 0.5W

49+00, 0.5W

SETTLEMENT PLATE LOCATIONS

Select borrow

Select borrow

Select borrow

Subex

Subex

Settlement plate

Borrow, Rock

Barrow, Rock

Borrow, Rock

Borrow, Rock

DETAIL A

Iron pipe cap

Iron pipe cap

See Detail A

FOOTNOTE:

" fillet weld4

SETTLEMENT PLATE ASSEMBLY

6" min.

Iron pipe casing

6"

1:2 m ax.

6"

STATE PROJECT

a k f2 c g .d g n

U

S S u r

D

J O

H N

S e c k e d b y

K N

U

H s ig n e d b y

Plate 1/4" x 36" x 36"

(36" square)

" thick steel base plate4

NOTE:

1. See Subsection 621.03A.

Leveling pad foundation for the settlement plate assembly.

Construct an aggregate leveling pad to provide a level, stable

C.5

Threaded cap with threaded fittings.

4" diameter iron pipe (casing)

Fitting (as required)

Earthwork geotextile, type IV-A

Top of remaining peat screwed into base plate.

2" diameter iron pipe (marker), DETAILS

SETTLEMENT PLATE

Select Borrow

Rock Borrow

FOOTNOTE:

QUANTITIES

TABULATION OF PLAN

2 Not measured for payment. Information only quantity.

30,463 Cuyd Rock Borrow ( Section D) - Pay Item 20450-1000

7,116 Cuyd (14,021 Ton) Select Borrow ( Section D) - Pay Item 20102-0000 only quantity

13,861 Cuyd Normal Embankment - Not measured for payment. Information

Quantity Includes:

D.1

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fa .d

C o n r a d

C h e c k e d b y

D e s ig n e d b

QUANTITIES

TABULATION OF PLAN

D.2

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fb .d

C o n r a d

C h e c k e d b y

D e s ig n e d b

AC

2INAC-34

91S

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

P O

T

.1

P C

.1

P T

.5

P C

.5

P T

.1

P C

.7

P T

.6

P C

.0

P T

.4

P C

.9

P T

.3

P C

.2

P T

.3

P C

.9

P T

.2

P C

.2

P T

.6

BEGIN PROJECT

10+13.42

AK USFS 2060(1)

N

QCD 2010-001377-0

SECTION 17

N1/2 NW

STATE OF ALASKA

PATENT 50-2007-0534

E 1/2 SECTION 7

STATE OF ALASKA

SE SECTION 7

PATENT 50-2007-0534

STATE OF ALASKA

W1/2 2001-33

PLAT

LOT 5

2001-33

PLAT

TRACT B

2001-33

PLAT

LOT 2

RICHTER

2001-33

PLAT

LOT 1

MATLOCK

2001-33

PLAT

LOT 3

RICHTER

2001-33

PLAT

LOT 4

HUFFMAN

VAN

2001-33

PLAT

LOT 9

2001-33

PLAT

LOT 10

CP

12101

12102

CP

CP

12103

CP

12104

CP

12105

12106

CP

12107

CP

12108

CP

T Tangent terminal

LEGEND:

TP-1

TP-2

BH-01

TP-3

TP-4

R e m o v e

C

A P

I n s ta ll

C

A P

F H e= 0.054

D

R= 99.99'

T= 25.72'

L= 50.35' L= 179.61'

D

R= 280.00'

T= 93.02' e= 0.060 e= 0.054

D

R= 400.00'

T= 68.63'

L= 135.95'

L= 171.37'

D

R= 250.00'

T= 89.21' e= 0.060

L= 150.40'

D

R= 400.00'

T= 76.10' e= 0.054

R= 210.00'

D

T= 76.25'

L= 146.29' e= 0.060

T= 59.21'

D

R= 210.00'

L= 115.42' e= 0.060

D

R= 210.00'

T= 47.87'

L= 94.13' e= 0.060

.2

-0.2431%

.0

-2.0770%

-9 .3

89' VC

K = 12

SSD = 194'

260' VC

K = 19

.7

.2

+4.0

6%

-3.5449%

365' VC

K = 48

SSD = 321'

R e m o v e

C

M P c u lv e r t

El= 75.29

E=2784316.88

=1483462.32N

See detail sheet G.7

Biofiltration swale Lt.

2 1 1356 63 69 542 3013

7969 761

I n s ta ll c u lv e r t

L

T

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

R m o v e c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

L T

I n s ta ll c u lv e r t

L T

See detail sheet G.11

Riprap ditch Lt.

.2

+0.5043%

Construction limits constructed

Line to be

Profile grade

Existing ground intersection detail

See sheet D.8 for

0 3 8A

A 1

A

A

K = 77

310' VC

email: glen.m@aptalaska.com

Fax: (360) 385-7538

Cell: (360) 808-4518

Office: (360) 385-1733 x122

Port Townsend, WA 98368

P.O. Box 3222

Alaska Power & Telephone Company

Mgr. Permitting/Licensing/Compliance

Glen D. Martin

ALASKA POWER AND TELEPHONE

UTILITY CONTACT INFORMATION

CUYD

EXC.

CUYD

EMB.

30+0025+0020+0015+0010+00

30 30

40 40

50 50

60 60

70 70

80 80

90 90

100 100

110 110

D.3

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fc .d

C o n r a d

C h e c k e d b y

D e s ig n e d b y

Construct guy pole pad

N PATEND 50-2007-0534

SECTION 18

N1/2 NE

STATE OF ALASKA

PATENT 50-2007-0534

SECTIONS 7,8,18

100' R/W RESERVED TO USA

FDR 2060

STATE OF ALASKA

PATENT 50-2007-0534

SECTION 18

N1/2 NE

STATE OF ALASKA

BOOK 131 PAGE 207?

SECTION 18

S1/2 NE

STATE OF ALASKA

12109

CP

12110

CP

12111

CP

12112

CP

12113

CP

T Tangent terminal

12114

TP-5

TP-6

BH-02

TP-7

TP-8

TP-9

TP-10

TP-11

TP-12

D

R= 350.00'

T= 90.35'

L= 176.85' e= 0.056

R= 500.00'

D

T= 106.67'

L= 210.19' e= 0.050 e= 0.060

D

R= 231.00'

T= 145.24'

L= 259.31'

T= 51.60'

D

R= 300.00'

L= 102.21' e= 0.058

D

R= 350.00'

T= 40.60'

L= 80.84' e= 0.056

R= 1,525.00'

D

T= 101.98'

L= 203.65' e= 0.028

D

R= 350.00'

T= 230.34'

L= 407.45' e= 0.056

-1.8746%

K = 64

415' VC

.9

SSD = 4396'

255' VC

K = 1009

.1

-0.6733%

-0.5585%

.3

SSD = 276'

K = 30

165' VC

+5.

T

T T

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e

C

A P

I n s ta ll c u lv e r t

R e m o v e

C

M P c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

R e m o v e

C

M P c u lv e r t

I n s ta ll c u lv e r t

.9

+0.5043%

K = 294

SSD = 804'

700' VC

P C

.8

Line to be constructed

Profile grade

Existing ground

Construction Limits

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.7

Biofiltration swale Rt.

59+00 to 61+50

Guardrail Lt.

34+75 to 38+00

Guardrail Rt.

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

3,125 1,433 2,957 19

9,832

See sheet E.3

P T

.1

P C

.2

P T

.0

P T .1

P C

.8

P C .8

P T

.0

P C

.1

P T .5

P C .1

P T

.9

P C

.1

4 P T

.7

P C

.4

CUYD

EXC.

CUYD

EMB.

60+0055+0050+0045+0040+0035+0030+00

30 30

40 40

50 50

60 60

70 70

80 80

90 90

100 100

110 110

D.4

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fd .d

C o n r a d

C h e c k e d b y

D e s ig n e d b y

Construct guy pole pad

SECTION 18

NW SE

STATE OF ALASKA

SECTION 18

NW SE

STATE OF ALASKA

SECTION 18

GOV'T LOT 7

STATE OF ALASKA

SECTION 18

GOV'T LOT 7

STATE OF ALASKA

QCD 2010-001377-0

SECTION 18

SE SE

STATE OF ALASKA

QCD 2010-001377-0

SECTION 18

GOV'T LOT 3

STATE OF ALASKA

BOOK 131 PAGE 207?

SECTION 18

S1/2 NE

STATE OF ALASKA

CP

12123

CP

12122

CP

12121

CP

12120

12119

1211712116

CP

12115

CP

12118

T Tangent terminal

TP13

DH-02

DH-12

DH-01

BH-06

BH-03

D

R= 300.00'

T= 117.43'

L= 223.86' e= 0.058

D

R= 231.00'

T= 48.29'

L= 95.20' e= 0.060

D

R= 260.00'

T= 101.60'

L= 193.71' e= 0.060

L= 130.68'

D

R= 600.00'

T= 65.60' e= 0.050

T= 100.74'

D

R= 1,500.00'

L= 201.18' e= 0.028 e= 0.050

D

R= 500.00'

T= 49.58'

L= 98.84'

L= 295.64'

D

R= 400.00'

T= 154.94' e= 0.054 D

R= 400.00'

T= 137.03'

L= 264.03' e= 0.054

D

R= 400.00'

T= 136.30'

L= 262.73' e= 0.054 c u lv e r t

I n s ta ll

C

A P c u lv e r t

R e m o v e

C

A P

.9

-0.5585%

-6.9359%

195' VC

K = 31

.2

340' VC

K = 40

SSD = 267'

.8

700' VC

K = 88

SSD = 436'

.3

-2.8420%

K = 81

480' VC

I n s ta ll c u lv e r t

R e m o v e

C

M P c u lv e r t

I n s ta ll c u lv e r t

R e m o v e

C

M P c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

See sheets H.1-6 for details

Reinforced Soil Slope

T

.1

+5.

.5

+0.5526%

.3

+1.472 4%

-7.9920%

180' VC

K = 19

SSD = 204' 255' VC

K = 56

240' VC

K = 28

P C

.4

Profile grade

Existing ground

Construction Limits constructed

Line to be

841 356 249

See detail sheet G.7

Biofiltration swale Rt.

See detail sheet G.7

Biofiltration swale Rt.

See detail sheet G.7

Biofiltration swale Lt.

See detail sheet G.7

Biofiltration swale Lt.

obliteration

Roadway

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

7,85719,161.263945.93

2,962

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

59+00 to 61+50

Guardrail Lt.

See sheet E.3

See sheet E.4

P T

.3

P C

.8

P T

.0

P C

.9

P T

.6

P C

.1

P T .8

P C .4

P T

.6

P C

.9

P T

.7

P C

.7

P T

.3

P C

.3

3 PT 84+

79.36

PC

8+

.5

CUYD

EXC.

CUYD

EMB.

90+0085+0080+0075+0070+0065+0060+00

20 20

30 30

40 40

50 50

60 60

70 70

80 80

90 90

100 100

D.5

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fe .d

C o n r a d

C h e c k e d b y

D e s ig n e d b

A C

A C

A C

A C

A C

A C

A C

S P

IK

E

S P

IK

E

S P

IK

E

Profile grade

N

SECTION 18

GOV'T LOT 7

STATE OF ALASKA

SECTION 18

GOV'T LOT 7

STATE OF ALASKA

PATENT 50-2009-0128

SECTION 19

66' R/W RESERVED TO USA

FDR 2060

SECTION 19

GOV'T LOT 7

STATE OF ALASKA

SECTION 19

GOV'T LOT 11

STATE OF ALASKA

SECTION 19

GOV'T LOT 11

STATE OF ALASKA

SECTION 19

GOV'T LOT 11

STATE OF ALASKA

2005-14

PLAT

BLOCK 9

LOT 1

2005-14

PLAT

BLOCK 9

LOT 2

Construction limits

12132

12131

CPCP

12130

CPCP

12129

12128

CP

12127

CP

12126

CP

12125

CP

12124

12123

T Tangent terminal

T T

12127

LEGEND:

Line to be constructed

Construction limits

BH-07

BH-04

BH-08

TP

TP-14

T e= 0.054

D

R= 400.00'

T= 136.30'

L= 262.73'

D

R= 700.00'

T= 86.23'

L= 171.59' e= 0.042

R= 350.00'

D

T= 140.94'

L= 267.97' e= 0.056

D

R= 300.00'

T= 85.58'

L= 166.74' e= 0.058

R= 190.00'

D

T= 167.62'

L= 274.70' e= 0.060 D

R= 1,500.00'

T= 85.15'

L= 170.11' e= 0.028 e= 0.060

D

R= 190.00'

T= 83.62'

L= 157.55'

112+88 to 119+88

Guardrail Rt.

+3.0

.4

SSD = 260'

K = 29

190' VC

-3.4712%

215' VC

K = 59

.3

+0.1629%

K = 49

640' VC

.5

+5.

130' VC

K = 20

SSD = 233'

.4

Existing ground

TTT

See sheets H.1-6 for details

Reinforced Soil Slope

D R I V

E

H U

C K

L E

B E

R

Y

Roadway obliteration obliteration Roadway obliteration Roadway

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap lined ditch Rt.

See detail sheet G.11

Riprap lined ditch Rt.

See detail sheet G.11

Riprap lined ditch Rt.

93+45 to 95+00

Guardrail Rt.

97+46 to 110+00

Guardrail Rt.

5,697 32,52522 20 657

14,866112245581100,134

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

113+71 to 116+65

Guardrail Lt.

T T

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap lined ditch Lt.

See detail sheet G.11

Riprap lined ditch Lt.

375' VC

K = 45

SSD = 313' -7.7805%

+0.5001%

.2

K = 1483

500' VC

.22

0+

CUYD

EXC.

CUYD

EMB.

120+00115+00110+00105+00100+0095+0090+00

20 20

30 30

40 40

50 50

60 60

70 70

80 80

90 90

100 100

D.6

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 ff .d

C o n r a d

C h e c k e d b y

D e s ig n e d b y

See sheet E.4

P T

.5

P C

.1

P T

.8

P C

.2

P T

.8

P C .7

P T

.6

8P C .5

P T .4

P C

.6

P T

.3

P C

.7

P T

.2 c u lv e r t

I n s ta ll

R e m o v e c u lv e r t

ACAC

AC

A C

A C

A C

ACAC

AC

102-1

10MPH

A C

A C

A C

N O

P A

R K

IN

G

L O

A D

IN

G A

R E

A

H A

N D

IC

A P

4B

4C

E M

0 1 5 1

Existing ground

N

Construction Limits

END PROJECT

SECTION 19

GOV'T LOT 11

STATE OF ALASKA

SECTION 19

GOV'T LOT 11

STATE OF ALASKA

SECTION 19

GOV'T LOT 9

STATE OF ALASKA

PATENT 50-2009-0128

SECTION 19

66' R/W RESERVED TO USA

FDR 2060

LINE

MEANDER

SECTION 19

GOV'T LOT 9

STATE OF ALASKA

SECTION 19

GOV'T LOT 10

USA

N constructed

Line to be

Limits

Construction

12132

CP

12133

12135

12136

12134

N1

CP

CP

N2

SECTION 24

GOV'T LOT 17?

USA

SECTION 19

GOV'T LOT 10

USA

SECTION 19

GOV'T LOT 12

STATE OF ALASKA

T Tangent terminal

LEGEND:

Line to be constructed

141+80

AK USFS 2060(1)

TP-15

BH-05

TP-16

DH-07

DH-11

DH-08

c u l v e r t

I n s ta ll

C

A P c u lv e r t

R e m o v e

C

A P

El=32.94

E=2778459.34

N=1474857.08

T= 83.10'

D

R= 400.00'

L= 163.87' e= 0.054

D

R= 400.00'

T= 64.20'

L= 127.32' e= 0.054

T= 49.07'

D

R= 500.00'

L= 97.83' e= 0.050 e= 0.054

D

R= 300.00'

T= 46.64'

L= 92.53'

D

R= 235.00'

T= 154.16'

L= 272.88' e= 0.060

T= 136.27'

D

R= 410.00'

L= 263.13' e= 0.054

-1.2106% 1

.8

SSD = 266'

K = 30

185' VC

-7.4199%

315' VC

K = 49

.5

-1.0011%

K = 56

165' VC

+1.96 73%

.1

.6

SSD = 314'

K = 19

75' VC

-1.9337%

.3

305' VC

K = 26 .6

SSD = 164'

K = 13

225' VC

.8

-8.2847

K = 20

175' VC

.2

+0.6513%

.6

Profile grade

1044 1,585

T Guardrail, LT

124+38 to 128+38 T

See detail sheet G.7

Biofiltration swale Rt.

See detail sheet G.7

Biofiltration swale Rt.

0 1 5 1

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Lt.

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

14,316.44

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

I n s ta ll c u lv e r t

R e m o v e c u lv e r t

R e m o v e

C

M P c u lv e r t

I n s ta ll c u lv e r t c u lv e r t

I n s ta ll

See detail sheet G.11

Riprap ditch Rt.

See detail sheet G.11

Riprap ditch Rt.

EOP 141+80

Existing surface

8" compacted depth

Aggregate base grading D

10" compacted depth

Select borrow

CONNECTION DETAIL

See detail sheet G.11

Riprap ditch Lt.

See sheet E.6

P T

.6

P C

.5

P T

.5

PC 132+76.66

P O

T

.0

PT 1

35+

49.

P C

.6

P T

.4

P C

.9

P T

.6

P C

.8

P C

.4

P T

.6

P T

.6

P T

.3

P C

.3

See sheet E.7

See sheet E.7

See sheet E.8

See sheet E.5

CUYD

EXC.

CUYD

EMB.

150+00145+00140+00135+00130+00125+00120+00

0 0

10 10

20 20

30 30

40 40

50 50

60 60

70 70

80 80

D.7

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fg .d

.C o n r a d

C h e c k e d b y

D e s ig n e d b y

5A

124+

Centerline FH-43

12102

12101

11+

12+

N

DETAIL

INTERSECTION

FH-43

Edge of traveled way

El= 75.29

E=2784316.88

N=1483462.32

10+13.42

AK USFS 2060(1)

BEGIN PROJECT

R=30'

R

:1 T a p e r

:1 T a p e r

15:1 Tape r

15:1 Taper

E d g e o f tr a v e le d w a y

E d g e o f tr a v e le d w a y

10" compacted depth

Select borrow

8" compacted depth

Aggregate base grading D

4" depth

Hot asphalt concrete pavement

F H

E d g e o f tr a v e l w a y

FH 43 CONNECTION DETAIL

B O

P

.4 pavement apron

Hot asphalt concrete

4" compacted depth base, grading D

Emulsified asphalt treated

4" compacted depth

Aggregate base, grading D designation 2C

Surface treatment, D.8

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fh .d

C h e c k e d b y

D e s ig n e d b

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

5248 1483282.148 2784502.904 99.130 55°53'39.81377"N 133°11'11.45477"W 89.465 0.99992611 Found 1" YPC CP 197

12101 1483468.082 2784364.684 75.956 55°53'41.65589"N 133°11'13.85613"W 66.294 0.99992721 Set RPA RPC on rebar

12102 1483382.963 2784105.679 58.274 55°53'40.83494"N 133°11'18.40955"W 48.613 0.99992815 Set RPA RPC on rebar

12103 1483494.280 2783741.422 68.407 55°53'41.95723"N 133°11'24.78487"W 58.75 0.99992775 Set RPA RPC on rebar

12104 1483495.175 2783463.746 78.401 55°53'41.98518"N 133°11'29.65519"W 68.747 0.99992736 Set RPA RPC on rebar

12105 1483363.524 2783319.705 77.456 55°53'40.69758"N 133°11'32.19776"W 67.801 0.99992747 Set RPA RPC on rebar

12106 1483289.591 2783025.791 73.574 55°53'39.98908"N 133°11'37.36196"W 63.921 0.99992776 Set RPA RPC on rebar

12107 1483131.689 2782842.942 70.919 55°53'38.44536"N 133°11'40.58830"W 61.266 0.99992798 Set RPA RPC on rebar

12108 1483145.583 2782566.418 77.160 55°53'38.60118"N 133°11'45.43671"W 67.51 0.99992776 Set RPA RPC on rebar

12109 1482933.148 2782237.467 71.864 55°53'36.52988"N 133°11'51.23204"W 62.215 0.99992816 Set RPA RPC on rebar

12110 1482661.891 2782082.452 72.884 55°53'33.86698"N 133°11'53.98365"W 63.235 0.99992822 Set RPA RPC on rebar

12111 1482142.344 2782017.224 66.489 55°53'28.75091"N 133°11'55.19037"W 56.837 0.99992867 Set RPA RPC on rebar

12112 1481887.940 2781529.741 85.614 55°53'26.27655"N 133°12'03.77053"W 75.965 0.99992796 Set RPA RPC on rebar

12113 1481596.216 2781282.254 79.667 55°53'23.41808"N 133°12'08.14588"W 70.019 0.99992838 Set RPA RPC on rebar

12114 1481088.743 2781352.738 78.509 55°53'18.41184"N 133°12'06.97057"W 68.856 0.99992853 Set RPA RPC on rebar

12115 1480459.841 2781414.142 78.087 55°53'12.20943"N 133°12'05.96913"W 68.427 0.99992868 Set RPA RPC on rebar

12116 1480275.083 2781289.241 73.325 55°53'10.39692"N 133°12'08.18154"W 63.665 0.99992899 Set RPA RPC on rebar

12117 1479929.964 2781285.217 60.449 55°53'06.99580"N 133°12'08.29342"W 50.786 0.99992968 Set RPA RPC on rebar

12118 1479819.442 2781455.311 58.576 55°53'05.89508"N 133°12'05.32399"W 48.91 0.99992974 Set RPA RPC on rebar

12119 1479617.864 2781533.104 43.422 55°53'03.90314"N 133°12'03.98405"W 33.753 0.99993049 Set RPA RPC on rebar

12120 1479296.152 2781857.410 55.750 55°53'00.71053"N 133°11'58.33603"W 46.075 0.99992987 Set RPA RPC on rebar

12121 1478976.771 2782004.385 74.500 55°52'57.55285"N 133°11'55.79738"W 64.82 0.99992901 Set RPA RPC on rebar

12122 1478622.154 2781949.379 80.326 55°52'54.06158"N 133°11'56.80462"W 70.643 0.99992883 Set RPA RPC on rebar

12123 1478131.918 2781381.150 65.618 55°52'49.26834"N 133°12'06.82665"W 55.937 0.99992982 Set RPA RPC on rebar

12124 1477629.228 2781278.778 81.391 55°52'44.32087"N 133°12'08.68174"W 71.707 0.99992921 Set RPA RPC on rebar

12125 1477521.391 2781143.330 85.706 55°52'43.26716"N 133°12'11.06940"W 76.022 0.99992907 Set RPA RPC on rebar

12126 1477353.703 2781168.165 77.906 55°52'41.61281"N 133°12'10.65403"W 68.22 0.99992948 Set RPA RPC on rebar

12127 1476986.145 2780913.155 81.114 55°52'38.00738"N 133°12'15.16878"W 71.427 0.99992949 Set RPA RPC on rebar

12128 1476873.632 2780557.935 85.408 55°52'36.92225"N 133°12'21.40984"W 75.724 0.99992942 Set RPA RPC on rebar

12129 1476421.325 2780161.036 71.510 55°52'32.49090"N 133°12'28.42169"W 61.825 0.99993031 Set RPA RPC on rebar

12130 1476068.432 2780292.484 46.415 55°52'29.00414"N 133°12'26.15905"W 36.724 0.99993155 Set RPA RPC on rebar

12131 1475972.025 2780063.172 51.837 55°52'28.06923"N 133°12'30.19046"W 42.145 0.99993139 Set RPA RPC on rebar

12132 1475934.407 2779732.223 62.295 55°52'27.72043"N 133°12'35.99665"W 52.605 0.999931 Set RPA RPC on rebar Note:

12133 1475800.762 2779387.107 59.308 55°52'26.42607"N 133°12'42.06244"W 49.619 0.99993128 Set RPA RPC on rebar

12134 1475730.979 2778618.056 24.510 55°52'25.78883"N 133°12'55.55239"W 14.826 0.9999332 Set RPA RPC on rebar

12135 1475219.549 2778326.156 51.042 55°52'20.76739"N 133°13'00.72884"W 41.355 0.99993215 Set RPA RPC on rebar

12136 1474899.504 2778400.866 29.140 55°52'17.60824"N 133°12'59.45635"W 19.448 0.99993324 Set RPA RPC on rebar

N1 1474699.636 2778328.401 14.225 55°52'15.64313"N 133°13'00.74980"W 4.531 0.99993402 Found 2" AC marked "N1 4382S AKDOT"

N2 1474826.672 2778316.334 9.454 55°52'16.89594"N 133°13'00.94659"W -0.238 0.99993422 Found 2" AC marked "N2 4382S AKDOT"

PROJECT : Naukati Road

DATE OF FIELD WORK : 10/2012

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Alaska SPCS zone 1 (5001) NAD83 (2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : NAVD88 based on GEOID 12A

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

STATE PROJECT

USFS 2060(1) D.9AK

c:

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

N au ka ti_

C on tr ol

S he et .x ls x]

Sh ee t

-A ug

-2

1:

P

M R

PA

/2

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

1:1.5

Slope 2%

CL

Select borrow

NOTES

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 fj .d g n

AK USFS 2060(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

5'-0" m in

20'

Down guy anchor

Down guy anchor

Toe of road fillRoadway shoulder

Subgrade shoulder

Remain within right of way and clearing limits.

Stockpile 5 cuyd of select borrow at a location directed by CO.

Construct pad for placement of guy pole.

3.

2.

1.

PLAN VEW

GUY POLE PAD DETAIL

PROFILE VIEW

GUY POLE PAD DETAIL

GUY POLE PAD DETAIL

QUANTITIES

APPROACH ROAD

TABULATION OF

FOOTNOTE:

Existing ground

Profile grade

Variable

1:3 1:3

4% Crown4% Crown

10" compacted depth

Select Borrow

8" compacted depth

Aggregate base, grading D, 1 1

CL

Travel way

Varies

Travel way

Varies excavation or embankment.

Suitable roadway

139+68 RT, 140+55 RT

135+21 LT, 136+93 LT,

133+49 RT, 134+35 RT,

81+46 LT, 119+58 LT,

46+08 RT, 67+08 RT,

APPROACH ROAD TYPICAL

E.1

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g a .d

C O

N R

A D

C h e c k e d b y

D e s ig n e d b y

Quantities to be measured in field.

Construct slopes as shown in the Staking Report.

For information only. Not measured for payment.

FOOTNOTE:

QUANTITIES

DRIVEWAY APPROACH

TABULATION OF

Continue approach radius as required if connection is at an angle.

E.2

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g h .d

C O

N R

A D

C h e c k e d b y

D e s ig n e d b y

L traveled way

Edge of

38° to 90°

R2

R1

W d r iv e w a y

C

Plan Detail

Existing Driveway Approach Type A

8" compacted depth Aggregate base, grading D, 10" compacted depth Select Borrow

E d g e o f s h o u ld e r variable

Driveway length c o n s tr u c ti o n

E n d o f d r iv e w a y

Profile

Existing Driveway Approach Type A

X X

X

X X

C of highway

X X

A

C of approachL

L

Approach type

Approach length

DRIVEWAY APPROACH ROAD LOCATION SYMBOL

Mainline stationing

R= 250.00'

T= 17.70'

L= 35.34'

-6.1594%

-2.0000%

.6

.4

+3.3

.9

.9

.9

-0.1117%

60' VC

K = 10

30' VC

K=7

SSD = 274'

PT 500+

50.44

P C

.1

N

CP

12112

N

CP

12117 existing field conditions

Adjust tie-in to match

AK USFS 2060(1) E.3

76 58

APPROACH 500+00

MAINLINE 46+08=

existing field conditions

Adjust tie-in to match

Line to be constructed

L= 32.54'

T= 16.50'

R= 80.00'

APPROACH 1000+00

MAINLINE 67+08=

Existing ground

Profile grade

Profile grade

Existing ground

15:1 Taper constructed Line to be

E d g e o f tr a v e le d w a y

E d g e o f tra v e le d w a y

P C

.7

P T

.2

P O

T

.8

R

R

8:1 Tape r

T a p e r

T a p e r

T a p e r

15:1 Taper

R

' R

.0

.5

.3

+2.22 12%

.9

+4.

+1.83 65%

K = 7

55' VC

.3

CUYD

EXC.

CUYD

EMB.

1001+001000+00 501+00500+00

76 58

78 60

80 62

82 64

84 66

86 68

88 70

90 72

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g b .d

C h e c k e d b y

D e s ig n e d b

CUYD

EXC.

78 64

80 66

82 68

84 70

86 72

88 74

90 76

R= 500.00'

T= 36.80' L= 73.46'

P T

.4

P C

.9

D

R= 60.00'

T= 24.71'

L= 46.88'

P T

.3

P C

.5

P O

T

.5

4N

CP

12122

N

CP

12132

AK E.4USFS 2060(1)

D

APPROACH 2500+00

MAINLINE 119+58=

existing field conditions

Adjust tie-in to match

Profile grade

Existing ground

Existing ground

Profile grade

2500+00 2501+002000+00 2001+00

Line to be constructed constructed

Line to be

2002+00 2502+00

T a p e r

T a p e r

10:1 Taper

10:1 Tape r

' R

R

E d g e o f tr a v e le d w a y 10:

1 T ape r

:1 T a p e r

8:1 Tape r

T a p e r

' R

' R

E d g e o f tr a v e le d w a y

+0.1685%

.7

-8 .7

.5

+4.0

0%

.5

SSD = 148'

55' VC

.0

.6

6.

+0.5665%

-2.8174%

.6

+2.00 00%

.3

K = 10

48' VC

SSD = 210'

64' VC

K = 11

.8

.4

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g c .d

C h e c k e d b y

D e s ig n e d b y

APPROACH 1200+00

MAINLINE 81+46=

R= 300.00'

T= 23.41'

L= 46.72'

D R= 200.00'

T= 30.14'

L= 59.83'

N

CP

existing field conditions

Adjust tie-in to match

6.

-1.0000%

-6.6075%

SSD = 220'

K = 10

55' VC

K = 10

80' VC

.5

+1.1707

.6

.0

.2

.0

AK USFS 2060(1) E.5

P C

.9

P T

.7

P C

.1

P T

.9

P O

T

.9

APPROACH 3500+00

MAINLINE 133+50=

Line to be constructed

Existing ground

Profile grade

T a p e r

' R

10:1 Taper

10:1 Taper

22' R

R

E d g e o f tr a v e le d w a y

CUYD

EXC.

CUYD

3502+003501+003500+00

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g d .d

C h e c k e d b y

D e s ig n e d b y

-1

S P

IK

E

R= 300.00'

T= 32.94'

L= 65.62' existing field conditions

Adjust tie-in to match

N

CP

6.

+1.0000%

-4.6566%

SSD = 208'

K = 6

35' VC

K = 11

70' VC

.7

+1.96 52%

.4

.0

.1

.0

P C

.1

P T

.7

AK USFS 2060(1) E.6

APPROACH 3600+00

MAINLINE 134+35=

3600+00 3601+00 3602+00

Existing ground

Profile grade

Line to be constructed y a w d el e v a rt f o e g d

E

22' R

' R

R

10:1 Taper

T a p e r

CUYD

EXC.

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g e .d

C h e c k e d b y

D e s ig n e d b

T= 28.35'

L= 56.03'

R= 150.00'

P C

.0

P T

.1

P O

T

.2

D

R= 120.00'

T= 25.47'

L= 50.20'

N

CP

5255existing field conditions

Adjust tie-in to match

-4.0000%

-0.5000%

.5

82' VC

K = 6

.9

.1

.0

2 4

.8

.9

N

CP

12135 existing field conditions

Adjust tie-in to match

AK USFS 2060(1) E.7

P C

.5

P T

.7

P O

T

.6

APPROACH 4000+00

MAINLINE 135+21= APPROACH 4500+00

MAINLINE 136+93=

Line to be constructed

4000+00 4001+00 4500+00 4501+00

Profile grade

Existing ground

Profile grade

Existing ground

20 38

22 40

24 42

26 44

28 46

30 48

32 50

34 52 constructed

Line to be

' R

'R

T a p e r

10:1 Taper

8:1 Taper

:1 T a p e r

.5

+0.1385%

-0.1109%

.3

-5.5143%

+0.1385%

.4

.9

R

' R

T a p e r

8:1 Taper

T a p e r

15:1 Taper

CUYD

EXC.

20 38

22 40

24 42

26 44

28 46

30 48

32 50

32 52

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g f.

d

C h e c k e d b y

D e s ig n e d b

12136

N

R

P O

T

.0

P O

T

.0

L= 52.64'

Curve= AP600

D

R= 400.00'

P O

T

.0

P C

.4

P T

.1

P O

T

.9

12136

CP

CP

N2

N

-4.5073%

.5

-8.1911%

.0

-8 .4

.5

-1 .8

.2

.1

.5

.5

.1

-1 .0

K = 4

33' VC

.0

.0

.1

.6

-1 .8

-7.0043%

-1.1858% -1.6102%

-1 .7

.2

.3

.8

.0

K = 9

50' VC

K = 3

20' VC

.5

-1 .3

-4.0364% existing field conditions

Adjust tie-in to match existing field conditions

Adjust tie-in to match constructed

Line to be constructed

Line to be

Existing ground

Existing ground

Existing ground

Existing ground

Profile grade

Profile grade

Profile grade grade

Profile ya w delevart fo egdE yaw delevart fo egdE yaw delevart fo egdE ya w delevart fo egdE

MAINLINE 139+68

MAINLINE 140+54.56

APPROACH 6000+00

APPROACH 5000+00

T= 26.36'

CUYD

EXC.

28 12

30 14

32 16

34 18

36 20

38 22

40 24

42 26

E.8

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 g g .d

C h e c k e d b y

D e s ig n e d b

CONTROL QUANTITIES

EROSION/SEDIMENT

TABULATION OF

F.1

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d a .d

C o n r a d

C h e c k e d b y

D e s ig n e d b

QCD 2010-001377-0

SECTION 17

1 NW2

1N

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

PLAT 2001-33

LOT 10

PLAT 2001-33

LOT 4

VAN HUFFMAN

PLAT 2001-33

LOT 3

RICHTER

PLAT 2001-33

LOT 2

RICHTER

PLAT 2001-33

LOT 1

MATLOCK

PLAT 2001-33

TRACT B

PATENT 50-2007-0534

SECTION 082

1W

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

PATENT 50-2007-0534

SECTION 72

1E

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

PATEND 50-2007-0534

SECTION 18

1 NE2

1N

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

F H

FH

F.2

STATE PROJECT

USFS 2060 (1)

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d b .d

C o n r a d

C h e c k e d b y

D e s ig n e d b y at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert inlet

Place riprap

Clearing limit

Clearing limit per details on sheet F.12 sediment wattle

Install per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle

Line to be constructed dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check

BEGIN PROJECT

10+13.42

AK USFS 2060(1)

EL= 75.29

E= 2,784,316.88

N= 1,483,462.32 soil stabilization per details on sheet F.11

Provide Setiment wattle, soil stabilization per details on sheet F.11

Provide Setiment wattle, per details on sheet F.11

Provide Setiment wattle, slope protection per details on sheet F.11 slope protection

Provide Setiment wattle, per details on sheet F.11 slope protection

Provide Setiment wattle, per detail sheet G.7 swale 16+25 to 17+64 Lt.

Construct biofiltation

N

10+13.42 TO 25+00

EROSION CONTROL PLANS

SEDIMENTATION AND

LEGEND :

NOTE:

1.

2.

17 18 dam spacing per detail sheet F.12

Install sediment wattle check construction entrance

Construct stabilized per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet F.11 slope protection

Provide Setiment wattle, construction activities have ceased.

Apply temporary slope protection w/in 14 days where installation details.

See Sediment Wattle Detail drawings for location

Sediment wattle lines shown are for illustration only.

Existing Wetland

Storm Water Flow

Slope Protection

Sediment Wattle

Check Dam

0 3

QCD 2010-001377-0

SECTION 17

1 NW2

1N

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

PATEND 50-2007-0534

SECTION 18

1 NE2

1N

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

PATENT 50-2007-0534

SECTION 18

1 NE2

1N

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

PATENT 50-2007-0534

SECTION 72

1E

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

F.3

STATE PROJECT

NUMBER

SHEET

AK USFS 2060 (1)

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d c .d

C o n r

C h e c k e d b y

D e s ig n e d b y

25+00 TO 40+00

EROSION CONTROL PLANS

SEDIMENTATION AND

at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle

Line to be constructed

Clearing limit

Clearing limit spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam per details on sheet G.10

Riprap lined ditch per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11 slope protection

Provide Sediment wattle, per details on sheet F.11 slope protection

Provide Sediment wattle, N17

PATENT 50-2007-0534

SECTION 18

1 NE2

1N

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

BOOK 131 PAGE 207?

SECTION 18

1 NE2

1S

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

F.4

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d d .d

C o n r

C h e c k e d b y

D e s ig n e d b y at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap

Clearing limits

Clearing limits

Line to be constructed

40+00 TO 55+00

EROSION CONTROL PLANS

SEDIMENTATION AND

per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle spacing per detail sheet F.12 Install sediment wattle check dam spacing per detail sheet F.12 Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam per details on sheet G.10 Riprap lined ditch per details on sheet G.10 Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet G.10 Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet G.10 Riprap lined ditch per detail sheet G.7 swale 54+25 to 55+75 Rt.

Construct biofiltation

80 80 80

808080

SECTION 18

NW SE

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

QCD 2010-001377-0

SECTION 18

GOV'T LOT 3

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 18

1 SE4

1NW

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

BOOK 131 PAGE 207?

SECTION 18

1 NE2

1S

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

BOOK 131 PAGE 207?

SECTION 18

1 NE2

1S

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

F.5

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d e .d

C h e c k e d b y

D e s ig n e d b y at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert inlet

Place riprap at culvert inlet

Place riprap

55+00 TO 70+00

EROSION CONTROL PLANS

SEDIMENTATION AND

per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet F.11

Provide Sediment wattle, slope protection slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, per detail sheet G.7 swale 69+50 to 71+05 Rt.

Construct biofiltation per detail sheet G.7 swale 64+50 to 66+23 Lt.

0 8

C P

C P

C P

C P

SECTION 18

1 SE4

1NW

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

QCD 2010-001377-0

SECTION 18

1 SE4

1SE

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

QCD 2010-001377-0

SECTION 18

GOV'T LOT 3

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 18

1 SE4

1NW

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 18

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

F.6

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d f.

d

C o n r

C h e c k e d b y

D e s ig n e d b y

70+00 TO 85+00

EROSION CONTROL PLANS

SEDIMENTATION AND

at culvert outlet

Place riprap

Clearing limits

Clearing limits

Line to be constructed per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle swale 69+50 to 71+05 Rt.

Construct biofiltation spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11slope protection

Provide Sediment wattle, per detail sheet G.7 swale 71+94 to 74+00 Rt.

0 2

70 70

808080

QCD 2010-001377-0

SECTION 18

1 SE4

1SE

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 18

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 19

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 19

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 18

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

F.7

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f2 d g .d

C o n r

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Clearing limit

Clearing limit at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap at culvert outlet

Place riprap

85+00 TO 100+00

EROSION CONTROL PLANS

SEDIMENTATION AND

per details on sheet F.12

Install sediment wattle per details on sheet F.12

Install sediment wattle spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam spacing per detail sheet F.12

Install sediment wattle check dam per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet G.10

Riprap lined ditch per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11

Provide Sediment wattle, slope protection per details on sheet F.11slope protection

Provide Sediment wattle, per details on sheet F.11slope protection

Provide Sediment wattle, per detail sheet G.7 swale 85+00 to 87+44 Lt.

Construct biofiltation per detail sheet G.7 swale 88+00 to 90+00 Lt.

0 40

50 50

80 80

80 80

SECTION 19

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 19

GOV'T LOT 7

DEPT. OF NATURAL RESOURCES

STATE OF ALASKA

SECTION 19

GOV'T LOT 11

DEPT. OF NATURAL RESOURCES

STATE OF…