aka-fnsb-tanana_ preliminary plans_presol.pdf

Project Location odiak GU If

EAU

GIA

BC

Of

NAT'L

''i_ oo� �nalaska "'✓ q ... ,f q ��ci'"\

PACIFIC OCEAN

ALASKA KEY MAP

TYPE OF CONSTRUCTION:

New road installation, paving, existing road grade adjustment, trail installation, parking area regrading and expansion, and restroom installation.

DESIGN DESIGNATION:

SOUTH LATHROP STREET NORTHLAKE LANE

N. OF LEVEE S. OF LEVEE

ADT (2020) 200 N/A 750

ADT (2040) 750 750 750

V 30MPH 25MPH 25 MPH

(20 MPH POSTED) (20 MPH POSTED)

cc cc

N " N

N e (max) 6% 6%

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 US Customary Units

PLANS PREPARED FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PLANS PREPARED BY

Iii II

ENGINEERS, INC.

>-I---- - --

� PROJECT MANAGER

� B. STOKES

6%

N

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

STATE

AK

PROJECT

FNSB TANANA(l) i�P!�' Qr».�

0 SECTION INDEX

A. GENERAL INFORMATION

STATES Q� � B. SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

PLANS FOR PROPOSED PROJECT D. PLAN-PROFILE

SHEET TOTAL

NUMBER SHEETS

A.1 116

FNSB TANANA(l)

TANANA RIVER RECREATION

ACCESS IMPROVEMENTS

E. PARKING AREAS, INTERSECTION, AND APPROACHES

TANANA LAKES RECREATION AREA

FAIRBANKS NORTH STAR BOROUGH

ALASKA

SITE WORK - 5 LOCATIONS - TOTAL LENGTH APPROX. 1.306 MILES

0 1 2 3 Tanana Flats Training Area 0 O

F. EROSION CONTROL

G. DRAINAGE

H. TEMPORARY TRAFFIC CONTROL

I. PERMANENT TRAFFIC CONTROL

J. UTILITIES

K. WETLAND MITIGATION

L. SETTLEMENT MONITORING

See Sheet A.2 for complete Index to Sheets.

Project Area See Sheet A.4 Vicinity Map

APPROVED:

____________ DATE ___ _

Chief of Engineering, Western Federal Lands Highway Division PRELIMINARY - N

OT FOR CONSTRUCTION

I STATE I PROJECT I SHEET

NUMBER

I AK I FNSB TANANA(l) I A.2

E

INDEX TO SHEETS INDEX TO SHEETS (cont.)

i A.GENERAL INFORMATION H. TEMPORARY TRAFFIC CONTROL

� A.1 TITLE SHEET H.1 TABULATION OF TEMPORARY TRAFFIC CONTROL

1i A.2 INDEX TO SHEETS QUANTITIES u A.3 PLAN SYMBOLS AND ABBREVIATIONS H.2 TEMPORARY TRAFFIC CONTROL PLAN - A.4 VICINITY MAP H.3 RAILROAD CROSSING DETOUR PLAN

N H.4 STND 635-1, TEMPORARY TRAFFIC CONTROL N

B. SUMMARY OF QUANTITIES ADVANCE SIGNING

i;' B.1-3 SUMMARY OF QUANTITIES H.5 STND 635-5, TEMPORARY TRAFFIC CONTROL

ROAD CLOSURE LAYOUT (WITH FLAGGERS)

� C. TYPICAL SECTIONS H.6 STND 635-6, TEMPORARY TRAFFIC CONTROL

� C.l TABULATION OF TYPICAL SECTION QUANTITIES SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)

0 C.2-7 TYPICAL SECTIONS H.7 STND 635-7, TEMPORARY TRAFFIC CONTROL

SHOULDER LANE CLOSURE LAYOUT (WITH YIELD

D. PLAN-PROFILE SIGN)

D.1 TABULATION OF PLAN QUANTITIES H.8 STND 635-10, TEMPORARY TRAFFIC CONTROL

D.2-8 PLAN AND PROFILE - SOUTH LATHROP STREET SHOULDER CLOSURE LAYOUT

ID D.9-10 PLAN AND PROFILE - NORTHLAKE LANE H.9 STND 635-14, TEMPORARY TRAFFIC CONTROL

.ID D.11-13 PLAN AND PROFILE - SHARED-USE TRAIL SIGN INSTALLATION WOOD POSTS

D.14 SURVEY CONTROL H.10 TEMPORARY TRAFFIC CONTROL SHARED ROADWAY

WITH PEDESTRIAN ZONE

E. PARKING AREAS, INTERSECTION, AND APPROACHES

E.1-2 TABULATION OF PARKING AREAS, INTERSECTION, I. PERMANENT TRAFFIC CONTROL

AND APPROACHES QUANTITIES 1.1-4 TABULATION OF PERMANENT TRAFFIC CONTROL

E.3 NON-MOTORIZED BOAT LAUNCH RESTROOM QUANTITIES

E.4-9 MOTORIZED BOAT LAUNCH AND PARKING AREA 1.5-8 PERMANENT TRAFFIC CONTROL PLAN AND PLAN -

E.10 SOUTH LATHROP STREET LEVEE ACCESS ROAD SOUTH LATHROP STREET

PLAN-PROFILE 1.9 PERMANENT TRAFFIC CONTROL PLAN AND PLAN -

E.11 SANDURI AVENUE/ POMM ROAD AND SOUTH NORTHLAKE LANE

LATHROP STREET INTERSECTION 1.10-11 PERMANENT TRAFFIC CONTROL PLAN AND PLAN -

E.12-15 SWIM BEACH PARKING AREA AND PATHWAY SHARED USE TRAIL

E.16 APPROACH DETAILS 1.12 PERMANENT TRAFFIC CONTROL PLAN -

E.17 MODULAR CROSSING PAVING DETAILS MOTORIZED BOAT LAUNCH AND PARKING AREA

I

1.13 PERMANENT TRAFFIC CONTROL PLAN -

F. EROSION CONTROL SWIM BEACH PARKING AREA AND PATHWAY

1 F.1 TABULATION OF EROSION CONTROL QUANTITIES 1.14 GATE LAYOUT AND DETAILS

� F.2-5 EROSION AND SEDIMENT CONTROL PLAN AND 1.15 GATE SIGNING DETAILS

� PLAN - SOUTH LATHROP STREET 1.16 FENCE DETAILS

F.6 EROSION AND SEDIMENT CONTROL PLAN AND 1.17 BOULDER DETAILS

PLAN - NORTHLAKE LANE 1.18 PAVEMENT STRIPING AND MARKINGS

F.7-8 EROSION AND SEDIMENT CONTROL PLAN AND 1.19 W634-1, PAVEMENT MARKINGS SYMBOLS ID

PLAN - SHARED-USE TRAIL AND WORDS ::: F.9 EROSION AND SEDIMENT CONTROL PLAN - 1.20-22 SPECIAL SIGN PANEL DETAILS

1 LEVEE ACCESS ROAD 1.23 SIGN OFFSET AND HEIGHT

g F.10 EROSION AND SEDIMENT CONTROL PLAN - 1.24 SIGN POST EMBEDMENT

E MOTORIZED BOAT LAUNCH AND PARKING AREA 1.25 SIGN WIND FRAMING

F.11 EROSION AND SEDIMENT CONTROL PLAN -

SWIM BEACH PARKING AREA AND PATHWAY J. UTILITIES -�

F.12 W157-17, TEMPORARY DIVERSION BERM J.1 LEGEND

METHODS J.2 ESTIMATE OF QUANTITIES, GENERAL NOTES,

F.13 W157-19, STABILIZED CONSTRUCTION EXIT ABBREVIATIONS

F.14 W157-21, FIBER ROLL J.3 NON-MOTORIZED BOAT LAUNCH ELECTRICAL PLAN

--. "''-,,,,, J.4 MOTORIZED BOAT LAUNCH ELECTRICAL PLAN � G.DRAINAGE J.5 TYPICAL ONE-LINE DIAGRAM AND LCl & LC2 -- OF Al.. \\0 ::.�� .. •.·-.-<I� 't

! G.1 TABULATION OF DRAINAGE QUANTITIES FEEDER SCHEDULES

G.2 62+62.92 CULVERT PLAN AND PROFILE J.6 PANEL SCHEDULE

;_"'�-- *� j ,!ii

)Ill"".)• ·?;

G.3 W251-l, PLACED RIPRAP AT CULVERT OUTLETS J.7-10 ELECTRICAL DETAILS

G.4 STND 602-1, METAL PIPE CULVERT J.11 CONTROL SCHEMATIC

ro

C G.5 STND 602-2, METAL PIPE CULVERT COUPLING

ro C

BAND K. WETLAND MITIGATION/'!

�--------� � G.6 STND 602-3, METAL AND PLASTIC PIPE CULVERT K.l TABULATION OF WETLAND MITIGATION

BEDDING QUANTITIES

i G.7 STND 602-5, PLASTIC PIPE CULVERT K.2 WETLAND MITIGATION PLAN OVERVIEW , ·. Paul Kendall : �

� K.3 WETLAND MITIGATION TYPICAL SECTION AND ; %··. CE-11665 .-�,

;.; POINTS ft _,,,.I;?,· . 7/J (p/Jic · ��0 �

L. SETTLEMENT MONITORING \ \ 't!) PROFEs.sio�'r-":__:r

L.1 SETTLEMENT MONITORING PLATE AND \ ,,,,, �-

INSTALLATION DETAILS

INDEX TO SHEETS PRELIMINARY - N

u

C:

0, "O

"O C:

OJ

0, OJ

<I)

0, C:

.3' Cl

0 --- C:

"iii

OJ

Cl

<I)

OJ

u u

C:

ro u

OJ

ro ro C:

N

N

N N N N

N

LI total central angle Lie curve central angle diameter es spiral central angle abut. abutment ADT average daily traffic AH ahead appr. approach

BK back BM bench mark BP balance point

br. bridge brg. bearing cc or c. to c. center to center ( centerline cir. clear CMP corrugated metal pipe col. column cone. concrete conn. connection constr. jt. construction joint cont. continuous cs point of curve to spiral ctrs. centers CUFT cubic foot (feet) cu/v. culvert CUYD cubic yard(s)

D diameter DHV design hourly volume dia. diameter diag. diagonal diaph. diaphragm dist. distance drwg(s). drawing(s)

E east e superelevation rate El. 94.16 ft elevation with number elev. elevation emb. embankment EP edge of pavement EQ or eq. equation ER edge of road EW edge of water exc. excavation exp.jt. expansion joint fin. finish fig. flange ft2 square foot ft3 cubic foot (feet) ftg. footing

ga. gage (gauge) galv. galvanized hdwl. headwall hex. hexagon HW high water

ID inside diameter

jt. joint

L length of curve lam. lamination lat. latitude LNFT linear foot (feet) long. longitudinal LPSM lump sum Ls length of spiral It. or LT left LW low water

NOTE:

M.L. main line M.P. mile post mat/. material max. maximum MGAL thousand gallon min. minimum man. monument

N north NC normal crown

0. C. on center

o. to o. out to out OD outside diameter OG original ground

PC point of curve PCC point of compound curve PCS point of curve to spiral PI point of intersection

pl. plate POC point on curve POS point on spiral POT point on tangent PS point of tangent to spiral PSC point of spiral to curve PST point of spiral to tangent PT point of tangent pvmt. pavement

R radius R. range R/W right-of-way rdwy. roadway reinf. reinforcement reqd. required

rt. or RT right rte. route s south SADT seasonal average daily traffic SC point of spiral to curve sec. section shldr. shoulder SLRY slurry unit spa. spacing, spaces or spaced SQFT square foot SQYD square yard SRS point of spiral to reverse spiral ss point of spiral to spiral (no curve) ST point of spiral to tangent STA, Sta. station std. standard stgr. stringer stiff. stiffener struc. structural STS point of spiral to tangent spiral sym. symmetrical

T tangent distance T. township TBM temporary bench mark thd. thread TS point of tangent to spiral Ts tangent distance (spiraled curve) typ. typical

V design speed vph vehicles per hour VPI vertical point of intersection

W west yd2 square yard yd3 cubic yard(s)

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

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

3�1

3�1

----P/ L---:::----P/ L---

( 400 )

////////NP////////////////NP////////////

/ / / / NWR / / / / NWR / / / / NWR / / / / NWR / / / /

V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V

Large Creek or River -- ----- 0 0 0

�OOo�

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

C)

X

BH

EL. 1234.56

X

G w

2 2

CP GPS

-4- +

STATE PROJECT

AK FNSB TANANA(l)

SHEET

NUMBER

A.3

North Arrow -------'<$1:t-----,.aza-� z

Slope Stake Limits

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier

EXISTING

Top of Cut · - - - - - · · · · · · · · - - - . - Toe of Fill - - - - - Transition

X- -X- -X-J< x------£ � - � �

D"" -----u-- ------u-- ------u-

PROPOSED

lUI IOI IEIIOC

Retaining Wall wall face

Signs (single, double post; portable)

De/in ea tors

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

V V V V V v u-u q--

[>----------""v-

�---------""v--

J--------<

- -- -IUD!---

I i

:1------""v-

@)....-----""v--

I

---�uo....---

---P ---P- --P---P--

Underground Utilities - - ---1 w 1- - ---1 w 1- ---1 w 1------1 w 1-- FM = force main, FD = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM= steam, T = telephone, TV= CATV, W = water

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

Miscellaneous Utility Features

---c:::::J- ---0--- ---ITD-

----o-4 ------1

T

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

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

,----1 L ___ l_l

- -0-- r/w - - ----R/W---

P/E - -

- no symbol -

----P/E---

TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

DETAIL APPROVED FOR USE 11/2001 I DETAIL

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

PRELIMINARY - N

� 0 0 o o O 0

Tanana River Levee

Begin Construction

Northlake Lane 101+16.38

Tanana River

Begin Construction

South Lathrop Street 41+15.00

4, End Construction

Northlake Lane 110+40.00

Swim beach parking area and Pathway

STATE PROJECT

AK FNSB TANANA(l)

VICINITY MAP

SHEET

NUMBER

A.4

See Safety Edge Detail

2' Shoulder

11' Traveled Lane

2% Roadwa

Subbase Grading B

11' Traveled Lane

Profile grade

20' Parking Area

Pivot point

2.0% Parking and Shoulder Slope 31

8' Shoulder/

Path

Asphalt Concrete Pavement 3" Compacted depth

Roadway Aggregate, Method 2

See Safety Edge Detail

Turf Establishment

5' �

Ill

(IJ

Ill\ 'I\ --- iJ_J_ --

STATE PROJECT

AK FNSB TANANA(l)

5' 5'

� i--- -- - - -�l--- - - ------m iJ

SHEET

NUMBER

C.2

Separation-Stabilization Geotextile, Class 2, Type C (Woven) 6" Compacted Depth Subbase Grading B Existing ground

/7 /\W & � - - - - - - - - - -c11T-SJ'l1ru'<

South Lathrop Street 41+15.00 to 43+15.00

2'-20' 3'-13' 0'-47' 8' min.

See Safety Edge Detail

See Safety Edge Detail

Shoulder and Parking Traveled Lane ct Area Varies r21 Varies r21

11'-21' Traveled Lane

Varies r21

Profile grade

Parking Area and Loading Zone Shoulder/ Va;;es m Path m rEsta hm ent

Pivot point ::'.' _ ...., Turf Establishment

J_� --------�-, 20,0 Roadwa _Slope 2.0% Parking and Shoulder Slope P1 � .§� lLlf�=����,,�����������M�F����������������=�����������a�� �� o, 5' - - U

��--,__ -m ½ 1'1

A Stop geotextile under -, 1 1 r u ----�----- -

-III\ VII I:\ Asphalt Concrete Pavement asphalt edge in areas /11\W&� Subbase Grading B

3" Compacted depth without subbase Separation-Stabilization Geotextile, Class 2, Type c (Woven) Roadway Aggregate, Method 2

6" Compacted Depth Existing ground

15' min.r41 South Lathrop Street 43+15.00 to 47+70.00

11' Traveled Lane

Existing ground Select Borrow (Type BJ

Separation-Stabilization Geotextile, ct I 11'

Traveled Lane Profile grade

8' Shoulder/

Path See Safety Edge Detail

Asphalt Concrete Pavement 3" Compacted depth

1 1 Class 2, Type C (Woven) Roadway Aggregate, Method 2 I I

I I

I _J

Geogrid (Biaxial, Type III) 53+80 to 54+00

6" Compacted Depth

Subbase Grading B 24" Compacted Depth

South Lathrop Street

47+70.00 to 54+00.00

Turf Establishment

Select Borrow (Type BJ

NO SCALE

0_25 D Existing ground

FILL SLOPE

ROUNDING DETAIL

Point available in survey notes

Pull aggregate base to cover safety edge

Aggregate base course

Asphalt

SAFETY EDGE DETAIL

FOOTNOTE:

riJ Construct slope with fill slope rounding.

r21 Construct as shown on Plan-Profile Sheets and in the Staking Report.

f3I Do not exceed a 2.08% slope in any direction within handicap accessible parking areas and access aisles. Do not exceed a 2.08% cross slope in the shoulder. The slope may be reduced as required for compliance during construction while providing a minimum slope of 1.8%.

f4I Where power lines are present extend clearing limits to maintain 15' from centerline of power poles. In locations where power poles are more than 10' from the slope stake, limit clearing limits to 5' from slope stake.

TYPICAL SECTIONS PRELIMINARY - N

SHOULDER WIDTH TABLE

LOCATION LEFT WIDTH (ft) RIGHT WIDTH (ft)

54+00.00 to 54+10.00 2 8

54+10.00 to 54+20.00 2 to 5 8

2'-5' {. 5'-8' Shoulder 11'

I 11' Shoulder/Path

Varies f41 Traveled Lane Traveled Lane Variesf41

See Safety ----------t-..._----i--- -- - -----i-------=-------=c:--------:-"-t---�------ Edge Detail21 Profile grade

2% Crown

/Tftfri�

See Safety Edge Detail £21

54+20.00 to 54+60.00 5 8

54+60. 00 tp 54+ 70. 00 5 8 to 5

Existing ground _/ Approximate Finished Grade of Groin Below Existing Ground r

Asphalt Concrete Pavement 3" Compacted depth

54+70.00 to 54+80.00 5

81+60.00 to 82+40.00 5

84+75.00 to 86+25.00 5

86+25.00 to 86+45.00 5 to 1

15' min. [6]

Turf Establishment

Geogrid (Biaxial, Type III) 54+80 to 55+00

Existing ground

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

15' min.£61

5 to 1

Overhead power line, pole locations as shown on plans

5'

See Safety Edge Detai/21

Shoulder

[7]

Subexcavation

Existing ground

Geogrid (Biaxial, Type III) Separation-Stabilization Geotextile, Class 2, Type C (Woven)

Geogrid (Biaxial, Type III)

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

Roadway Aggregate, Method 2 f3l 6"-10" Compacted Depth

Subbase Grading B f3l 0"-24" Compacted Depth

South Lathrop Street

54+00.00 to 54+80.00 it.

11'

Traveled Lane rsJ I

2% Crown

11' Traveled LanersJ

Profile grade

Roadway Aggregate, Method 2 6" Compacted Depth

Subbase Grading B 24" Compacted Depth

South Lathrop Street 54+80. 00 to 69+20. 00

Northlake Lane 101 +16.38 to 101 +63.40

Select Borrow (Type B)

[7] Subexcavation

South Lathrop Street 69+20.00 to 72+40.00

5' Shoulder

See Safety Edge Detail21

Turf Establishment

Asphalt Concrete Pavement 3" Compacted depth

Geogrid (Biaxial, Type III) 58+20 to 69+20 101 +30 to 101 +63.40

Asphalt Concrete Pavement 3" Compacted depth

Roadway Aggregate, Method 2 6" Compacted Depth

Subbase Grading B 24" Compacted Depth

Toe of existing embankment Location Varies

See Safety Edge Detail r21

NO SCALE

STATE PROJECT

AK FNSB TANANA(l)

SHEET

NUMBER

C.3

SUBEXCAVATION DEPTH TABLE

LOCATION SUBEXCACAVATION DEPTH (FT)

SOUTH LATHROP STREET

41+15.00 to 58+20.00 0

58+20.00 to 69+20.00 4

69+20.00 to 72+40.00 4

72+40.00 to 73+00.00 4

73+00.00 to 75+30.00 0

75+30.00 to 82+00.00 2

82+00.00 to 86+45.00 0

NORTHLAKE LANE

101+16.38 to 101+30.00 0

101+30.00 to 105+55.00 4

105+55.00 to 110+40.00 0

SHARED-USE TRAIL

5+20.00 to 5+45.00 0

5+45.00 to 9+70.00 2

9+70.00 to 19+20.00 0

FOOTNOTE:

riJ Construct slope with fill slope rounding, see Sheet C.2 for fill slope rounding detail.

r21 See Sheet C.2 for safety edge detail.

PI Prior to placing Subbase Grading B, remove material that has built up over the top of groin in order to create a constant grade between elevations at points measured along the groin 60' to either side of the South Lathrop Street centerline. Do not reduce the groin crest below 448. 75'. If resulting layer of Subbase Grading Bis Jess than 4" substitute Roadway Aggregate, Method 2.

r4I For shoulder width see Shoulder Width Table.

rsJ Construct as shown on Plan-Profile Sheets and in the Staking Report.

r61 Where power lines are present extend clearing limits to maintain 15' from centerline of power poles. In locations where power poles are more than 10' from the slope stake, limit clearing limits to 5' from slope stake.

For subexcavation locations and depths see Subexcavation Depth Table.

raJ Extend geogrid 5' beyond toe of existing embankment.

15' min. £SJ

Ovechead power Hne, Jl Shat;der Tcave/.id Lane T Tcave/.id Lane Shat;der See Safety pole locations as + Edge Detail £21 shown on plans See Safety Profile grade

Edge Detail21 Turf Establishment � Turf Establishment 2% Crown

I '" j .E_ -- ----------l------+- ------------�=��=========�==';==�===:41!:===f_=:;b�� gi -.1

::_ 1:4 5' 't: �• - ro E 0, -r:r-=---=--=---=-xn:+���;g

(1) ·-

·§ 5' z.. 'V D -.1 ro T/10:,S. - - - - - -tl Asphalt Concrete Pavement

- - 717:,:v/TJ:0...'

I I

I I

I I

I _J

Geogrid (Biaxial, Type III) 73+80 to 74+00 74+80 to 75+00

Geogrid (Biaxial, Type III) 72+40 to 73+00

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

[6} Subexcavation

3" Compacted depth

Roadway Aggregate, Method 2 6" Compacted Depth

Subbase Grading B 24" Compacted Depth

Toe of existing embankment Location Varies

Select Borrow (Type BJ

South Lathrop Street 72+40.00 to 74+00.00

74+80.00 to 77+30.00

5' 11' 11' 5' Shoulder Traveled Lane I Traveled Lane Shoulder

See Safety --- -- -----1--------i--- - - - ----�----=-------=:-:---��- --+-- - --

Edge Detai/£21 Profile grade

/TJ:tiliN0.. J1-

See Safety Edge Detail £21

Existing ground � Approximate Finished Grade of Levee Below Existing Ground £3J

Geogrid (Biaxial, Type III)

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

Asphalt Concrete Pavement 3" Compacted depth

Roadway Aggregate, Method 2 £3I 6"-10" Compacted Depth

15' min. £

Overhead power Hne, =¾ pole locations as shown on plans

I I

I I

I I

I I

I _J

Select Borrow (Type BJ

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

Subexcavation £

South Lathrop Street 77+30.00 to 81+60.00

82+40.00 to 84+75.00

Subbase Grading B £3I 0"-24" Compacted Depth

South Lathrop Street

74+00.00 to 74+80.00

NO SCALE

STATE

AK

FOOTNOTE:

PROJECT

FNSB TANANA(l)

SHEET

NUMBER

C.4 flJ Construct slope with fill slope rounding, see Sheet C.2 for fill slope rounding detail. Reduce fill slope rounding as required to not cross Right of Way.

£21 See Sheet C.2 for safety edge detail.

£3I Prior to placing Subbase Grading B, remove material that has built up over the top of the levee in order to create a constant grade between elevations at points measured along the levee 80' to either side of the South Lathrop Street centerline. Do not reduce the levee crest below 451.60'. If resulting layer of Subbase Grading B is less than 4" substitute Roadway Aggregate, Method 2.

41 Construct as shown on Plan-Profile Sheets and in the Staking Report.

£51 Where power lines are present extend clearing limits to maintain 15' from centerline of power poles. In locations where power poles are more than 10' from the slope stake, limit clearing limits to 5' from slope stake.

See Sheet C.3 for Subexcavation Depth Table.

f?J Extend geogrid 5' beyond toe of existing emankment

15' min. 1

Overhead power line, � pole locations as +

5' Shoulder

Varies £3J shown on plans See Safety

11' Traveled Lane ct I

11' Traveled Lane

5' Shoulder

Varies r3J

...., Edge Detai/ 2J

2% Crown :§ � _ _ _ _!_1°<1.J__uri_rf"___iE=s�t�abe_,llf!_iS,r_h1T_mT1_e�nrl_it�+- ----=- -------:;-;-;r-�=1;;�===��§:§�=7$=��F��������:<1_

See Safety_ r2J Edge Detail

� // v/\\7J7M\\-\---------�, ·§ 5'

S \_ Existing ground ' ' I ll:tvT/7\W co ,\.• ✓ /

D \.; ,, Asphalt Concrete Pavement 3" Compacted depth

I I

: : Select Borrow I I (Type B)

,_ ___ Toe of existing embankment.

Location varies.

Subexcavation £6

J I I

I _J

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

South Lathrop Street

81 +60.00 to 82+40.00

84+75.00 to 86+45.00

.§ � 5' o.-------

IB

u

Geogrid (Biaxial, Type III) 101+63.40 to 106+05.00

Turf Establishment

Roadway Aggregate, Method 2 6" Compacted Depth

Subbase Grading B 24" Compacted Depth

5' Shoulder

11' Traveled Lane

3% Crown ct I

11' Traveled Lane

Profile grade

5' Shoulder

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

Subexcavation £6J Select Borrow (Type B)

Select Borrow

5' Shoulder

17MW & '0< -7- - - -

Existing ground

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

11' Traveled Lane

3% Crown ct I

11' Traveled Lane

Profile grade

5' Shoulder

Stabilized Aggregate Surface Course, Calcium Chloride, Imported Aggregate, 6" Compacted Depth

Select Borrow rsJ

Northlake Lane 106+30.00 to 107+10.00

24" Compacted Depth

Northlake Lane 101 +63.40 to 106+30.00

NO SCALE

STATE

AK

Turf Establishment

Stabilized Aggregate Surface Course, Calcium Chloride, Imported Aggregate, 6" Compacted Depth

FOOTNOTE:

PROJECT

FNSB TANANA(l) riJ Construct slope with fill slope rounding, see Sheet

C.2 for fill slope rounding detail. Reduce fill slope rounding as required to not cross Right of Way.

f2J See Sheet C.2 for safety edge detail.

f3J See Sheet C.3 for Shoulder Width Table.

SHEET

NUMBER

C.5 f4J Where power lines are present extend clearing limits to maintain 15' from centerline of power poles. In locations where power poles are more than 10' from the slope stake, limit clearing limits to 5' from slope stake.

rsJ Prior to placing select borrow, remove material that has built up over the top of the groin in order to create a smooth and uniform surface. Do not reduce the groin crest below 451.10'.

f5J See Sheet C.3 for Subexcavation Depth Table.

"C

ID

C

N N

..J

Oi 5' ,§ __ __-J

:B Li

- - - -TlfiV/7/\\\

Select Borrow, (Type BJ

Existing ground

5' Shoulder

11' Traveled Lane

<t.

I 11'

Traveled Lane 5'

Shoulder

STATE PROJECT

AK FNSB TANANA(l)

Turf Establishment Profile grade

Turf Establishment

2' Clear Width

3% Crown

Stabilized Aggregate Surface Co c I · urse, Select Borrow (Type BJ a cwm Chloride, Imported Aggregate

6" Compacted Depth

Select Borrow 24" Compacted Depth

Separation-Stabilization Geotextile Class 2, Type C (Woven) rt I

5' '

Tread Width

Northlake Lane

107+10.00 to 110+40.00 2' Clear Width

5' Tread Width

<t.

I 5' Tread Width

2' Clear Width

Turf Establishment

...., r- -----=="':'"_':"'"""--"--'-:1__'_1:___� :g ..J

Oi

:B Li

Profile grade Turf

Establishment

Separation-Stabilizat:io�n�G:e:o�t:ex�t:il:e-�:::/�7

--=-1�;;::.�-, l

---�i�������2�-�-�-�-�-�-�-�-�-�-�-�-�-�-�-�-J-

C/ass 2, Type c (Woven) ' Select Borrow

Roadway Agg'°f/ate, Method 2, (Type BJ

Surface Course 2" Compacted Depth

Roadway Aggregate, Method 2

Asphalt Concrete Pavement

Surface Course 2" Compacted Depth Subexcavationr21

2" Compacted Depth R adway Aggregate, Method 2 4 Compacted Depth

5' Tread Width

2' Clear Width Turf

Establishment

Shared-use Trail

5+20.00 to 6+30.00

Subbase Grading B 18" Compacted Depth

FOOTNOTE:

[1] Construct slope with fill slope rounding see Sheet C.2 for fill slope rounding d:tail.

[2] See Sheet C.3 for Subexcavation Depth Table.

Separation-Stabilization Geotextile Class 2, Type c (Woven)

Select Borrow Roadway Aggregate, Method 2 Surface Course 2" Compacted Depth

Asphalt Concrete Pavement (Type BJ

Subexcavation r21

Shared-use Trail

6+30.00 to 7+85.00

2" Compacted Depth R adway Aggregate, Method 2 4 Compacted Depth

Subbase Grading B 18" Compacted Depth

TYPICAL SECTIONS

NO SCALE

SHEET

NUMBER

C.6

"C

ID

C

N N ct

Existing ground

2' 5' I 5' Clea r Width Tread Width

2'

Turf Establishmenit =---=�'----lf-----,r���'.!:'..!:!.!_.r�T.'!_r,�ea�d�W0_id'!_l_t:!!_h--i-----14-�C�le�a�r�W'.!".1�·d'E!_th Turf Establishment lll:\W/7SY, - - - - _\_

Clearing Limit

.l;.3 ''' '

',-1:4 Profile grade

1%

Roadway Aggregate, Method 2 Surface Course 2" compacted Depth

Sepa ration-Stabilization Geotextile

Class 2, Type c (Woven)

Roadway Aggregate, Method 2 Surface Course 2" Compacted Depth

Select Borrow (Type BJ

Subexcavation r21

Shared-use Trail

7+85.00 to 14+50.00

15+70.00 to 19+20.00 ct 5' I 5' 2'

Clear Width Tread Width , Tread Width

Profile grade

Subbase Grading B 18" Compacted Depth

Separation-Stabilization Geotextile

Class 2, Type c (Woven)

Shared-use Trail

14+50.00 to 15+70.00

Asphalt Concrete Pavement 2" Compacted Depth

Roadway Aggregate Method 2 4" Compacted Depth

Subbase Grading B 18" Compacted Depth

2' Clea r Width

Roadway Aggregate, Method 2, Surface Course 2" Compacted Depth

Asphalt Concrete Pavement 2" Compacted Depth

Roadway Aggregate Method 2 4" Compacted Depth

STATE PROJECT

AK FNSB TANANA(l)

FOOTNOTE:

[1] Construct slope with fill slope rounding see Sheet C.2 for fill slope rounding d;tail.

[2] See Sheet C.3 for Subexcavation Depth Table.

TYPICAL SECTIONS

NO SCALE

SHEET

NUMBER

C.7

I AK I FNSB TANANA(l) I D.1

E i

N

PLAN AND PROFILE QUANTITIES N

-" FOR INFORMATION FOR INFORMATION

ROADWAY ROADWAY

� CLEARING AND REMOVAL OF REMOVAL OF ROADWAY ONLY ONLY SELECT BORROW SUBBASE

� DESCR.IPTION

GRUBBING

CLEARING

GATE FENCE EXCAVATION £2l SUBEXCAVATION EMBANKMENT CONSERVED SELECT (TYPE 8)£3l

OBUTERATION, OBUTERA TION,

GRADING B

CONSTRUCTION £1J BORROW (TYPE si21 METHOD2 METHOD 3 _j

ITEM NO. 20101-0000 20104-0000 20301-1100 20302-0700 20401-0000 20402-0000 - - 20411-0000 21101-2000 21102-3000 30105-2000

;,: UNIT ACRE ACRE EACH LNFT CUYD CUYD CUYD TON TON SQYD LPSM TON

.c

BASED ON 1.89 BASED ON 1.89 BASED ON 1.95 5 REMARKS

.ID TONS/CUYD TONS/CUYD TONS/CUYD

SOUTH LATHROP STREET 3.39 0.62 2 76 4680 13127 31,869 7,961 58,829 80 ALL 600

NORTHLAKE LANE 0.87 0.17 - - 430 3429 9,917 731 20,150 - - -

SHARED USE TRAIL 0.20 - - - 1107 600 1,169 - 2,584 - - -

TOTAL 4.46 0.79 2 76 6217 17156 42955 8692 81563 80 ALL 600

C ro n e.

C

� -- OF AL.. \\

6 :-...'\�- ....... �IS'.

't 20301-2400

,-�'r'- *� •1 � ,�- ·?

C :'n --*If ro

REMOVAL OF SIGN

�--�- ... . g Station LT/RT Description

Quantity

(EAa-t) E fl ·. Paul Kendall ." f 5?- 53+99 RT Stop 1

54+53 LT Boat Launch 1 / {k··. CE-11665 .·f}, ID ft (1-;, · · 71?-.�/P.- · ���0

54+60 LT Stop 1 \ \ 'fo PROFESSICl���-- 84+14 RT Railroad Crossing 1 \\'"'''"._

� Boat Launch

Rentals FOOTNOTE: ,!ii 106+35 RT 1

! Two-Direction Large Arrow [1] Quantity includes subexcavation backfill.

ro Object Marker C ro [21 C

Conserve and process the roadway � 106+82 LT Stop 1

N excavation material for use as Select n

Total 6 Borrow (Type BJ.

[3} Quantity includes additional material to ;.;

account for 16" of settlement in subexcavated areas.

TABULATION OF

PLAN QUANTITIES

...; ' BEGIN PR0.JECT

NSB-TA_N3NA(1)- - - _

SOUTH LATHROP STREET

40+00.00

J r r

J f f r J r r f f � I r f f r { I r

V f

- I

Fairbanks North Star Borough TlS RlW SEC 27 Goose Island - Lot S

TL-2704

Slope stake limits

Line to be constructed

Department of Natural Resources Leased to Fairbanks North Star Borough

FO 99-44

'I I

CX)

\0 oico+ 43+25.00

23.00' LT

43+15.00

13.00' LT

Edge of proposed roadway

PI 44+60 .40

11 = 31°48'41" (LT)

R = 950.00' T = 270.72' L = 527.45' e = RC

J I

PROJECT

FNSB TANANA(l)

SHEET

NUMBER

D.2

45+63.13'--i_ ------

-- - ��-��BJ_-�, -

- - - - R=50.00'

45+71. 07

21.00' RT

� ,J--f] r

I r J r r � r ,ovv - 0 rl"' BEGIN CONSTRUCTION

,) 1 FNSB TANANA{l) ')

Eagle trail connection access to be regraded at 8% max, perform work under section 622

);l

!/ SOUTH LATHROP STREET\

41+15.00 N = 180513.939 r / I

E = 674431.155

El= 445.00

Remove fence NOTE:

R=26.00'

1. Protect existing fire pits.

I

2�

Edge of proposed roadway

I I I I LI)�

- - - - -: - - - -:- - - - -:- - - - + - - - -:- - - - - I - 1- - -, -*"'-�-"---1 ___ 1 __ 1 ___ --:-___ T ___ i-----+-----:----T---;.---�---_;_---�---i-----_.!.---__.;...---�---!...._--J 2% -20/o [---�-�---3:� -� ---�-��--�-�---�l-_-_-_-_- _�II ----- -- _�l1 ___ _______ �_: -- --- --_�11 ___ ___ ____',_\_�I --- -- --_�I _- _-_- _-_�: -_- --_;l_::_- - -;I - - -;I- - --;-: - - --+1- - -�I - - -�I _ _ _ _;__- - -� _ _ _ ;_ _ _ _; _ _ _ __;__- - -�===:===�====:===�===:==== 0%

EXC.

CUYD

EMB.

CUYD

39+00

: : : �rl-, � ��- -: - - :- - -:--- --: - -1 - - -

I

- -- -2% I I , I I I . L/'lt � 1t= I I : I I , I I I : I I I : I I

I I : I I I : +og,& I I : I I I : I I I : I I I : I I

I I : I I I : ��Ii::' I I : : I I : I I I : I I I : I I

· · · · · · · · 1· · · · · · · · .

. · · · · · · · ·i · · · · · · · .:. · · · · · ... : ......... : ......... i ........ : ........ ; ........ ; ......... : ......... : ......... : ........ ·1-------'4-=6-=0:......-i

1UJ

I I I I I I I I I I I

........... 1 .•.. .. I. . .. 1 ..

40+00

I I II

J

Profl,le grade :

··l·········I·· -- • ·I·

I I ,---------1----,- ,----T---- 1----T-

.! .. ..1 ... . .. 1 .. . ... 1.

41+00 42+00

·· I··· -- ···· I·· -- I· .. --

I ,----I ---- 1----7 -

43+00

.. I. . 1 .. ..1 I I I I I

286 RC?adway lfxc.

181 Err,b.

----7-- ···I·· --1 ....... --1----4..:..:5::..:0:'.........j

I ,- ----I ----I ----I - -T

- - 1- - - - . l. - - • - J_ - ... 1 .. ..I. 430

44+00 45+00

------- 0 i

46+78.95

75.83' RT

Edge of proposed roadway

M ,...., 47+30.81

23.00' LT

Q I oq "'0

47+70.00 ) 13.00' LT �,q,q

Electrical Installation to be performed by GVEA

STATE

Approximate Pole Location, typ. AK

Line to be constructed

PROJECT

FNSB TANANA(l)

SHEET

NUMBER

D.3

+N I I I I 20/ot------------,-------,------,----------,-------,---�'-'c.._ , ' I I I ' I I I I I I ' I I I ' I I I 2%

0%1-- -�- - --+- - -+-- - -+-- -�- - --+- - -+-- - -+-- ------;=-_=--+ -- -+-- - -+-- -�- - --+- - -+-- - -+-- -�- - --+- - -+-- - -+-- -�- - --+- - -+-- - -+-- -�- - --+- - -+-- - -+-- ------10% _2%

. I I I . I I I . I I _2% . I I

. I I I . I g��� g1

C u

::: 46

0:,R�::R� L/'lO o (tl

+g �8!;:. 460 Nt-----➔········i········1········ · · · · · · · · 1· · · · · · · · ·:· · · · · · · · ·1· · · · · · · · ·1· · · · · · · · · 1· · · · · · · · · :· · · · · · · · ·r · · · · · · · · '� .r:i.�.:E- · · · · · · · i · · · · · · · · · · · · · · · · 1 · · · · · · · · ·1· · · · · · · · ·:· · · · · · · · ·1· · · · · · · · · 1· · · · · · · · · · · · · · · · · :· · · · · · · · · C · ·······I········ 1 · · · · · · · ·; · · · · · · · · 1 · · · · · · · · ·1· · · · · · · · ·1· · · · · · · · ·t------;

I I I I I I I ijj

-� � Cl , I I , I I I , I

I

-· • I

� Prdfile grade

EXC. N

CUYD

N

EMB. �

CUYD

);l 46+00

I ----7- . ·I · ...... .. -K.=. 2.35 ..

200'1/C

___ J ________ -------- .. I.

74 Roaqway Ex�.

I

127 Emb.

47+00

·I·•·· --1----

. 1 .• .. .. I .

I

--1--.

48+00

I

I , -----------------

.. !. .. J I

49+00

I I I I I

I . I I . I I I . -------------------------------------------------

•········I··

.1 ..

·····•··I·· ··I··· --···· I··

. 1 .. .. I .

I I

1476 ,Roadway Exe.

50+00

I I

1222 Emb.

. f. --

.L ...

I

51+00 52+00

I I -------------r-- -----;

I

K1 = 63 100' vc

····•····I·· 450 --1--------· t------;

..I . 430

53+00

Remove gate

I I I

I I I 2% - - - - - I

- - - - I - - - - I

0%

EXC.

CUYD

EMB.

CUYD

53+00

I •

3915 Roadw_ay Exe.

54+00 55+00

I I

2318 Emb, 56+00 57+00

STATE PROJECT

AK FNSB TANANA(l)

SHEET

NUMBER

D.4 f� -�-�� --)·�� -� c;c;

'-..... Slope stake lirmtz_ '-..... , -(

I

58+00

'-...._ � '-...._ 'Ot,t, ....._,_

PI 59+73.21

8. = 49°16'13" (RT) '-..... •• .<>

/� . - 450.00' '-...._ � '-

· - 206.36' '-

L = 38�.97' / '-..... NOTE:

e = RC � \; '- 1. See Sheet D.14 for Control Point Table.

I • 1757 $ubexcavpt1on

I • I I I • 2160 Emb. - 11757 SubexcavatJion Backfill - 5801Settlement

59+00 60+00

430 PRELIMINARY - N

STATE PROJECT

Department of Natural Resources Leased to Fairbanks North Star Bor.oug AK FNSB TANANA(l)

0 99-44

I/'

---N co ('V') U')

- - - p/E

Edge of proposed roadway

I I . I I I . I I I I , I I : I I I : I I I : I I I : I I I : I I 1 • I

I I ' ----

---- I ----

I

I

I

I

I

I

---- I ---- I ; I I I ; I I I ; I

1 1 : 1 SSID = 1119' : 1 1 1 : 1 1 1 : 1 1 1 : 1 1 1 : 1

I I : I K ::::! 80 I : I I I : _ _!_ _ _ I I : I I I : I I I : I

I ----- I I ' I I I ' I I --...J _,. __ •..--- I --1--- I : I I I : --f-----,----1=, _ : I

- - - - / - - : : I vc : - ./ / ----:

I CX) -, - - - -

:0:

I I : I I I : I \ I j,,' : I I I I I

:-;'-- -- --' I I : I I I ; I '1, ,,,. _, I ; I I I I I I I ____ _ -----

1 .-. --. ---------

I

I ____ T ____

I _____ : I . I . I

? 1 E>,astmg gr_ound

1 1 : 1 1 : 1 1 1

I

43 - - 1-- --. l. . 1 .. .. I . .. I . � .!!! N

(V

O\l"J

. .2! � -N- :J U'l -0 ro U 3: N

.. ! . .. J I

. 1 .. .1 .. ........ ........ L ... ___ J ________ -------- ..I .

I

SHEET

NUMBER

D.5

+t;;= I Cl.lo I

�L ___ J_ ___________ :.._ _______________ :.._ ________ ..!!�61.1..!:,5:::L..::COSl;,..c�,l,L.!:�:!_----�---�---�-------�I ---�---�--------,------,-----,--------,----,------,-------------,-----t-------, ::; EXC. 6046 S. ubexca1t, ation

'° CUYD

N

� EMB.

:¾

CUYD

);l 61+00 62+00

. I I I . I I I

7019 Emb. - 6046 Subexaavation Backfil/ -11995 Settlement;

63+00 64+00 65+00 66+00 67+00

Fairbanks Nort tar Borough TlS RlW SEC28

TL-2811

Northlake Lane Centerline Allignment Starts on Sheet D. 9

100+00 .00 pOB

<1,;o, -----'\- -1=---

,ovv roximate - - ,-- -n Pole Location, typ: l�c-f

Slope stake limits

1�

::,:..-------;; Public Use Easement i lP./r ,- - ,-- -o v ,- ,i.c

--/---�=����\--�+--� � 1:_: - 445• --t----�-=��-:�-��---- 445•

- - - T -

NOTE:

I I'W,_ l .\'.' k ./ \

� rb...._n o'f'"

1�-..,s,pa�--- 00

---.c 440' - -ope stake limits

70+40.00

"<10, 26.00' RT \

71+70.00

,------iKOO'.RT __L �-

-- 440' _!_J,f-,� ' k Install 24" culvert \�

--=--�h----��-----_f-� �44o·-L ��eing 70+ 70 .00 Roadw Y obliteration, rbanks North s�r Boro gh

1. See Sheet D.14 for Control Point Table. \ �i�t reference line� 26. , , RT Fairbanks North Star Borough Method 3 ht of Wa FO 97-uo and Turf fstablishment _,,,,,,,.

s:i'<J'<J

\ I I I

EXC.

CUYD

EMB.

CUYD

68+00

I I

I I I , I I I , I

138 Rqadway E:J(c. - 3644 SubeXjcavation 1 1 211 R9adway [fxc.

I I , I I I , 1 4849 Bmb. - 3644 Subexcavation Backfin - 1203 Settlement 1 471 Emb.

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

PROJECT

SHEET

NUMBER

D.6

EXC.

CUYD

EMB.

CUYD

orth Star BoroLgh y

-j--

--TC

pe stake liJits I

--,foadwt �t=tion, II Method 3 fld Turf fstablishment I / I Jose L Mojica /

, I

6 Ro21dway Exe

226:Emb.

75+00

Tract A

FO 85-- 105 I

r

.. I. . 1 ..

I , I I I 42J Roadw21y Exe. -- 1 1680 Su,bexeavation

I , I I I 1168 Emb. ,. 1680 Subexeavation Baokfi/1

76+00 77+00 78+00 79+00

NOTE:

STATE PROJECT SHEET

NUMBER

1. See Sheet D.14 for Control Point Table. AK FNSB TANANA(l) D.7 co

80+00

.L •..

I

- - 1-- --. l.

---7$;11----uz-- Z i I

I \� - - - --;:c- -- - -c --- -- , \?-*1- \ i

81+00

-u 2 mEdge of approach I paving GWC Properties Lie I Block 1 Lot 1A

FO 96--79

450 -·I· - • ------1-------;

I I O O'I '° O'I I + cxi

... l .. ,-.if'l'l- ... 1 .

I 00,;t

82+00

EXC.

CUYD

EMB.

CUYD

82+00

I

Ditch bottom

Edge of approach paving

Install 21 "x15" arch culvert

Roadway obliteration, Method 2 and

Turf Establishment

83+00

GWC Properties Lie Block 1 Lot 1A

FO 96-79

Edge of approach paving

• I I

1:640 Roa(iway Exe;.

84+00

.. J. •..

I

85+00

I Alas� Rait�ad Corporation Right '\'f WfY\

NOTE:

1. See Sheet D.14 for Control Point Table.

STATE

AK

PROJECT

FNSB TANANA(l)

SHEET

NUMBER

D.8

I \ I \ END PRO.JECT I I \ I \

FNSB TANANA(l) I ----7$;1;1--o-�-I � Z

I I \ I SOUTH LATHROP STREET

I

I \1 ""' 88+60. oo ;

I- P/l -� - - - - P/E _,_-+_I\_ 'f

'\ -,,,,- - - - _or(

:�q___.d-t- --�"'"'-===��'7 \::=:-

----7--

. .•. I. . 1 .. ..1 ... . •...•..... .•...... L •.. -- 1--

I

86+00 87+00 88+00

I

I

I ""C m

. ·I ....•... ·I ...•.......•...... f-----'4-=-5-=---0 -a

.. J ...•.......•...... f-----'4�4-=---0 ---a

.. J ...•.......•...... f-----'4-=-30� l;l N

);l

NOTE:

1. See Sheet D.14 for Control Point Table.

EXC.

CUYD

EMB.

CUYD

98+00

Fairbanks North Star Borough

TlS RlW SEC2B

TL-2811

99+00

68+57.61 =

101+00.00 t.

0, L 101+29.21

58.48' LT

-------------- <l-<f.o, ii=35.00' I

1_ {to match;South Lathrop Street /YNarp lane .,and shoulder s ope Slope stake limits

20To,f , / Edge of proposed roadway I ,$' I)(

101 +63.40 Line to be constructed

16.00'LT 1/

N

: : • i : 311 Sqbexcava_tion =��:=:- i

2825 Emb.i- 2837 Subexca:ation Ba�kfi/1 - 936 Settle�ent ;!66 Emb.:- 311 S�bexcav�t;on Backfill - 102 se,�'jm�:.

104+00

' . I I I

103+00 100+00 101+00 102+00

STATE

AK

I

I

PROJECT

FNSB TANANA(l)

&n

105+00

SHEET

NUMBER

D.9

I

I

C m "O

If.

::l

2% d, 1---- ------1

Cl

EXC.

CUYD

EMB.

CUYD

JL

Remove sign

+25.b0

3.00°(0 LT

106+00

I I I

1.:,.

21 Roadway Exe. _, I

107+00

I •

2542 Emb.

108+00

I

I .:,.

109+00

I I

405 Roadway1Exc.

•I

110+00 111+00

STATE PROJECT

AK FNSB TANANA(l)

SHEET

NUMBER

D.10

L

-2%

AAS

BEGIN COI_Y�R.UCTION

FNSB A-NANA(l) SMifR.ED-USE TR.AIL

�5+20.00 N = 182063.041 E = 674019.892 El = 449.76

I I

I I

Fairbanks North Star Borough

FO 97-110

STATE

AK

PROJECT

FNSB TANANA(l)

SHEET

NUMBER

D.11

11---4_70 ---t ........ I ........ 1 ........ ·, ........ '. ........ 'I' ....... T ....... T ...... ·:· ........ : ......... :

I ......... : ........ ; ........ ; ......... : ........ ·: · ........ : ......... : ......... : ........ ·:· ........ : ......... '. ........ : ........ '. ........ ·, ........ ·1 • ••••••• 'I' ....... ·:· i':'. I I I I I I I I I I I I I I . I I . I I I .

C> ul----- ----l _I ____ L ____ I ____ � ____ I ____ J_ ____ I ____ � ____ I ____ _J ___ _

"" 460 I I I , I

________ L ____ I ____ l_ ____ , ____ _!_ ________ _l ____ , ____ _J _ ____ I _________ I ____ l_ ____ I ____ �

, I I I . I I I . I I , 460 nl-------1 · ·······I········ 1 · · · · · · · · 7- · · · · · · · -:· · · · · · · · ·1· · · · · · · · ·1· · · · · · · · ·1· · · · · · ·. - :· ....... · 1· ....... ·r ....... . · · · · · · · ·; · · · · · · · · 1 · · · · · · · · 7 · · · · · · · · 1 · · · · · · · · -:-· · · · · · · -1· • · • · • · • ·1-· • · • · • · - 1· • · • · • · • - :-· • · • · • · -1· • · • · • · • · 1 • ·······I········�·······. 7 ....... · 1 · ....... ·1-.•.•.•. -:-•.•••.• -1-----ci I I I I I I I I 1 I I I I I I I I . I I I .

�Cl

EXC.

CUYD

EMB.

CUYD

3+00

0 I.O I I.O ,...., _I ____ I_ ____ I ____ _._ ____ I ____ _I_ ____ I __ _ 1+cii ·tn··v - ________ I_ ____ I ____ I_ ____ , ____ _I_ ________ _I ____ , ____ J ____ I_ _____________ I ____ I_ ____ I ____ _._

... 1 .. .. I.

4+00

.1 .•.. ... I.. ..I... .. J.... ..I ... .. .. I. .I.. ..I... ..I..... . L. -- -- 1--

I

I

I a Do No� Subexctvate I I

I I I I ' I I I I

··l····•····I ··

... 1 ..

I d E ' I • I I • I • 14 Roa 111-'.ay xc. 260 R(!!adway [;xc. - 600 Subexqavat,on 1 7 Roadr,tay E c. I .

---i,�1----fl�-+◄--_j_ ___ .,_ __ _L. ___ L_ __ ...L __ ----:-___ ,!_ __ _J_-==....:....:.:r=:..:.:.:=.L..�=-.._::..::..!:....=-=.=-:.::=:.=::..=.:..:...1... ___ ;-__ ---:-__ ---; __ _.,.�----;----'----I� ' I I . I I I , 5._0 Emb. >

1 518 Emb. - 600 Subexcavation Backfill - 1198 Settlement

· • I ;----6 I ..

5+00 6+00 7+00 8+00 9+00

•I

10+00

�\ b ,-\r7" \ I

� r��,i

N I STATE I PROJECT SHEET

NUMBER

Line to be constructed <

PI 1 4+30.88 �..L __

� i

/ / / / / 11 = 03 °25'00" (LT)

\ _,, � L k \ / I I / R = 600.00'

T = 17.89'

I • "-. �:OV:,

d1pat� way \

PI 15+80.87

11 = 0 4°29'00" (LT)

R = 600.00' T = 23. 49'

I AK I

-0-

J;> ' - �- L = 46.95

_ t--- 450

FNSB TANANA(l) D.12

I L = 35.78

.� /I ffi! -- �\, � pa rkt n g area

\\ \ i 445' �- -----�- Slope stake limits iJ � "\I ,., �

445'

� r-- -r-b I 1i---- ----:.__ ------N co '1' I � I, u ll

� 445, -------------445' T""l V y'

I\ r-------�� '° - 445' .. '--.,,.,.,,. ____ _

N � I " - - - ------ - - - - - --=;; � - � / u )' ..... 1, .,,.,.,,. � '--' .,... r ......-- - i"'--.

t'"'"' .../ .:;:- --- -

� r- - ,- - u - -..�V // ...._ - u u --=::::- ....... --9- I C"" � M - - - . ---/' I ..,._, 7 1..,.1

+ Edge of paved path way_/ t--- �

� t Edge of unpaved path way Slope stake limits - - - - - - -

1 -i;"CIDC

I co -.,:i-i/') r-..-1 c.., � 40' --------------440' -------------- 440' - --- 4

Be h Access Mat r11 .____,_ Nonslip Roll-Up -

- 440' -----------

!'-- 440•-------------

440' ---,F-G-Q=FNOTE:

<1 <1

0, ____ L_________ r11 Install Nonslip Roll-Up Beach Access Mat per maufacturers recomendations. Location, orientation, and extents to be determined by CO in the field based on beach grade and water level at time of installation.

I I : I I I : I I I : I I I : I I I : I I I : I I �'-''-"'-: I I I . I I I . I I I . I I I . I I I . I I I . I I -- ''\\ll I I I : I I I : I I I : I I I : I I I : I I I : I I --�1QF Al.

.q

,,, I

!1---

- ~_I_~_ l_ ~_I~_ T_ ~_r_ ~_r_ ~_I~_

I_ ~_r_ ~_ L_ I_ I_~_ l_ ~_I~_ I_ ~_r_ ~_r_ ~_I~_ I_ ~_r_ ~_ L_ ~' ~_I-~_ l_)f �:f:�-~,__

� I I : I I I : I I I : I I I : I I I : I I : I jl -���

: t--- _4 _6 _o_ ........ : ........ i ........ ; ........ ! . ........ : ......... : ......... :. ........ : ......... : ......... l ........ ; ........ : ........ i ........ � ........ .: ......... : ......... : ......... : ......... ; ......... : ......... : ......... , ........ : ........ i ..... t,/i·-.-.-. -�;����;;t .. :,.;.;. .... ·t---4_ 6_0_--;

ic· I I : I I I : I I I : I I I : I I I : I I I : I h �/; •• .'7/J{;/Jh• • &_: I I . I I I . I I I . I I I . I I I . I I I . I I If ' f°,f .fi I// : . • • , \, \_� -' -� I I : I I I : I I I : I I I : I I I : I I I : I I ,, OpROFESSICl:�� � I i

- - - -: - - - - � - - - -: - - - - � - - - - :- - - - + - - - -:- - - - � - - - - :- - - - � - - - - : - - - -: - - - - � - - - -: - - - - : - - - -: - - - - + - - - - :- - - - : - - - - :- - - - � - - - - � - - - -: - - - - � - - - -: - - -\1�,,, �---� - - + - - - -t-- -----1

1 Profile:grade � �

450 � + . I

I ·-1 ·-·-•-·-·I-· ·-I·-•-·-·- ·-1·-·-·-·-• I-· ·K:-�-56 ·-,-· ·-·I-· ·-l·-·-·-•--1-· -�-�-- ·-I·-•-· ·f•-· ·-•-,-· --�0��2-· . -I· -• ---. -·t-------;

1 7�' VC I I : I " I : I I I : I 11--- - -i-----,---- , ----.---- I ---o.sb, O

/o -- I----.---- ,----,---- ,---- . ----,,----,, ----, +0 .7

0/o--,---------,--�-. -------- , -;::__-- , -· -0.�50% - , ---

---- I ____ : _____ -½iL250%

430 -- 1-- --. l. ·'-· ·-'· ·- '· ·-•'-·-·-·-•- -·-·-•-r---. ' _.! ..,.._ - - - _1 '-" .,_,, '-J

.. !. . - J_. -. ·'-· · '-· ·-•-·-·- -•-·-·--L, __ ___ J ________ -------- I I

--1-

<...-----+----�---�-------�---�---�------�---�---�-------�---�---�-------�---�---�-------�---�---�-------�---�---�------�-----+-----! ::l EXC.

I •

.; CUYD 619 R.oadway_ Exe.

N

� EMB.

:¾ CUYD

);l 11+00 12+00 13+00 1 4+00 15+00 1 6+00 17+00

Slope stake limits 'i

I

Line to be constructed'---

I II I

i------ Wetland boundary

PI 19+ 61.19

fl = 82°33'54" (LT) R = 140.00' T = 122.92' L = 201. 74'

Install 21 "x15" arch culvert with inlet and outfall end section

N

J, Ji

- -'Z

"--_-:::-1.

Edge of unpaved pathway

Edge of paved pathway

Slope stake limits

· ' I I I : I I I I :

I I I

: I I I : I I I

END CONSTRUCTION

FNSB TANANA(1)

SHARED-USE TRAIL

19+20.00 N =182307.095 E = 675184.257

El= 442.00

STATE

AK

PROJECT

FNSB TANANA(l)

I , I I I : · I I I

11---4c..c7....;0 :........i ........ : ........ ) ........ � ......... : ......... : ........ .: ......... : ......... : ......... : ......... ; ........ : ......... : ........ � i':'. I I I ' I I I , I I "' n

.g-,__ _ ___, - l_ _ I_ _I _ _l -

:'.: ' I I I • I I I nl--_4;_:6;_:0'--1 ........ : ........ i ........ 1 ....... -1· -- • • • • · ·1 · · · · · · · · -:-· · · · · · · ·1· · · · · · · · ·1· · · · · · · · · 1· · ci I I I I

Cl

I

Profile: �rcJde :

L _ L

I •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ······:·-·······t········r········1·

I I I

SHEET

NUMBER

D.13

··•I·· 450 ..•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•.......•...... 1---__:_:::__-=-----

430 - - 1- -

EXC.

00 CUYD

EMB.

CUYD

);l

- - • - J_

I I I :167 Roa,dway Ex(:.

I

1 Emb.

18+00 19+00

-1---------1--- ---1-- --.--

. 1.... ..1... ...1 ..

20+00

I

.. ! . 430

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

1 181283.765 672785.309 438.466 MON SET CP1 2020

2 181299.041 673481.641 439.968 SPIKE CP2

20101 185195.073 673508.161 441.050 REBAR CAP SET 2020

20102 184976.716 673504.842 441.401 REBAR CAP SET 2020

20103 184657.750 673539.259 442.535 REBAR CAP SET 2020

20104 184355.630 673505.975 440.697 REBAR CAP SET 2020

20105 184061.414 673508.767 439.450 REBAR CAP SET 2020

20106 183796.946 673527.607 439.237 REBAR CAP SET 2020

20107 183449.693 673551.042 451.935 REBAR CAP SET 2020

20108 182987.048 673564.027 441.157 REBAR CAP SET 2020

20109 182639.717 673467.986 440.672 REBAR CAP SET 2020

20110 182269.251 673437.393 438.339 REBAR CAP SET 2020

20111 182012.829 673497.329 439.326 REBAR CAP SET 2020

20112 181512.796 673503.903 439.491 REBAR CAP SET 2020

20113 182940.190 674093.148 447.600 REBAR CAP SET 2020

20114 182942.245 674593.195 442.275 REBAR CAP SET 2020

PROJECT : Tanana River Recreation Access Improvements DATE OF FIELD WORK : May/June 2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Fairbanks LDP, NAD83 2011 VERTICAL DATUM : NAVD88 (OPUS+Geoid12A)

PROJECT COORDINATES

C

U se rs \l ev i\

Ap pD at a\

Lo ca l\ M ic ro so ft

\W in do w s\

IN

et C ac he \C on te nt .O ut lo ok \3

Q

YT

7Y

TD

AK

_F N

SB

_T an an a_ co nt r

9- Ju n-

:1

A M

A D

O T&

PF

A D

O T&

PF

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.14

SHEET

NUMBER

FNSB TANANA(1)AK

SURVEY CONTROLPRELIMINARY - N

E

CLEARING

i

DESCRIPTION AND

� GRUBBING

1i ITEM NO. 20101-0000 u

N UNIT ACRE

N i;'

REMARKS

SANDURRI AND POMM 0

-' INTERSECTION

LEVEE ACCESS ROAD 0.12

MOTORIZED BOAT LAUNCH

DRIVEWAY 0.15 5

.ID AND PARKING AREA 0

SWIM BEACH PARKING AREA

0.73

AND PATHWAY

NON-MOTORIZED BOAT

0.04

LAUNCH RESTROOM

TYPICAL APPROACH -

QUANTITIES

1l TOTAL 1.04

C a:

� STRUCTURAL

:g DESCRIPTION ro BACKFILL

ITEM NO. 20803-0000 N

� UNIT CUYD

E

0 REMARKS

5?-

0 SANDURRI AND POMM � -

INTERSECTION

LEVEE ACCESS ROAD -

MOTORIZED BOAT LAUNCH

! DRIVEWAY -

,!ii

AND PARKING AREA

ro SWIM BEACH PARKING AREA C 94 ro

C AND PATHWAY �

N

" NON-MOTORIZED BOAT

i LAUNCH RESTROOM

;.; TYPICAL APPROACH -

QUANTITIES

TOTAL 109

REMOVAL OF

FENCE

20302-0700

LNFT

51.00

PARKING AREAS, INTERSECTION, AND APPROACHES QUANTITIES

FOR INFORMATION FOR INFORMATION

ROADWAY ONLY ONLY

EXCAVATION f21 SUBEXCAVATION

EMBANKMENT CONSERVED SELECT

CONSTRUCTION flJ BORROW (TYPE B/21

20401-0000 20402-0000 - -

CUYD CUYD CUYD TON

BASED ON 1.89

TONS/CUYD

29 - 15 -

- - 461 -

1,674 - 1,106 120

1,297 2,370 5,177 1,968

- - 105 -

71 - 474 -

3,071 2,370 7,338 2,088

FOR INFORMATION

ONLY

CONSERVED

SUBBASE GRADING B

TON

BASED ON 1. 95

TONS/CUYD

2,033

2,238

SELECT

BORROW

20411-0000

TON

BASED ON

1.89

TONS/CUYD

5,133

6,859

SELECT

BORROW

(TYPE B) f31

20411-0000

TON

BASED ON

1.89

TONS/CUYD

7,816

7,816

I STATE I PROJECT I SHEET

NUMBER

I AK I FNSB TANANA(l) I E.1

SEPARATION-

STABIUZATION STRUCTURE FOUNDATION

GEOTEXTILE, a.ASS 2, EXCAVATION FILL

TYPE C (WOVEN)

20701-0800 20801-0000 20802-0000

SQYD CUYD CUYD

13,212 - -

4,842 135 10

175 19 5

18,230 154 14

PARKING AREAS, INTERSECTION, AND APPROACHES QUANTITIES

STABIUZED AGGREGATE

ROADWAY

SUBBASE

ROADWAY

SURFACE COURSE, CALCIUM CHLORIDE

AGGREGATE- ASPHALT

OBUTERATION, AGGREGATE, TOPSOIL CONCRETE

GRADING B CALCIUM OILORIDE, FLAKE

METHOD 2 METHOD 2 COURSE PAVEMENT IMPORTED AGGREGATE

21101-2000 30105-2000 30202-2000 31103-3000 31214-0000 31303-0000 40301-0000

SQYD TON TON TON TON CUYD TON

BASED ON 1.95 BASED ON 1.97 BASED ON 1.97 BASED ON 1.85% OF BASED ON 1.94

TONS/CUYD TONS/CUYD TONS/CUYD SURFACE COURSE TONS/CUYD

- 28 58 125 2 - 29

- - 7 171 3 - 3

2,765 - 4,309 260 5 151 1,469

- 1,368 265 3,648 67 - 110

- - 17 - - - 4

- 43 160 217 4 - 72

2,765 1,440 4,817 4,421 82 151 1,688

FOOTNOTE:

[1] Quantity includes subexcavation backfill.

[2] Conserve and process the roadway excavation material for use as Select Borrow (Type BJ.

[3] Quantity includes additional material to account for 16" of settlement in subexcavated areas.

FIXTURE

(NONSUP ROLL- FIXTURE,

UP BEACH VAULT TOILET

ACCE"SS MAT)

64603-0000 64603-1000

EACH EACH

1 2 �-

- 1 �

I l 3

-"'"'"'"-X\\ -- OF Al \\

��---···•,1& 't �-- *�'1

. :TH . * /f

·. Paul Kendall .' f

�-. CE-11665 ·lf, t �i• · · 7/J[p/Jl-.· -�ef � \ \ ,1to PROFEs.si,s��":_:_,:

TABULATION OF PARKING AREAS,

INTERSECTION, AND APPROACHES

QUANTITIES

I AK I FNSB TANANA(l) I E.2

E

20301-0100

� REMOVAL OF BOLLARD

1i

Quantity u

Northing Easting Description Remarks -

(EAD-1)

N N

182506.30 674750.25 Wood Post Swim Beach Parking 1

182507.54 674762.09 Wood Post Swim Beach Parking 1

182513.02 674837.38 Wood Post Swim Beach Parking 1

182514.26 674850.16 Wood Post Swim Beach Parking 1 0

_j

Total 4

.ID

20301-2400

REMOVAL OF SIGN

Northing Easting Description Remarks Quantity

(EAD-1)

1l 182507.86 674756.43 No Parking Emergency Vehicles Swim Beach Parking 1

6 182507.73 674770.68 Reserved Parking Swim Beach Parking 1 C

182508.22 674790.74 No Parking Loading Zone Swim Beach Parking 1 N

182509.36 674803.03 No Parking Loading Zone Swim Beach Parking 1

� 182509.65 674813.18 Reserved Parking Swim Beach Parking 1 :g

182510.55 674819.85 Reserved Parking Swim Beach Parking 1 g 182512.61 674843.91 No Parking Emergency Vehicles Swim Beach Parking 1 N

182514.43 674859.43 Reserved Parking Swim Beach Parking 1

182892. 96 674816.58 No Parking Swim Beach Parking 1 E 181613.10 673174.16 Reserved Parking Motorized Boat Launch Parking 1 0

5?- 181601.80 673174.21 Reserved Parking Motorized Boat Launch Parking 1 -�

181585.96 673174.31 Reserved Parking Motorized Boat Launch Parking 1 0

181574.97 673174.60 Reserved Parking Motorized Boat Launch Parking 1

181558.83 673174.67 Reserved Parking Motorized Boat Launch Parking 1 ._"'" � "-'-'-.\\ �

181565.39 673477.31 Reserved Parking Motorized Boat Launch Parking

-- OF AL.. \\ 0 1

! :----��- ....... �& 't ,!ii 181683.16 673173.80 No Parking Any Time Motorized Boat Launch Parking 1 � ,<..°i" - - �)t ., '"'. -� Total 16 ro C ro C

�--------� N

�/ ·. Paul Kendall ." f � / '%" ·. CE-11665 . ·g;, ;.; ft (1-;, · · 71?.�/».-. · ���

\ \ 'fo PROFESSICl���-- \\xx,,"'-._

TABULATION OF PARKING AREAS,

INTERSECTION, AND APPROACHES

QUANTITIES

NON-MOTORIZED BOAT LAUNCH

RESTROOM LAYOUT POINTS

Point

Northing Easting

(ft) (ft)

181108.536 674204.657

181118.904 674196.815

181122.094 674194.403

181131.599 674187.214

181140.245 674198.646

181130.741 647205.834

181127.550 674208.247

181117.182 674216.089

FF EL = 444.3'

Structural Backfill

Remove Organics, 2' Min.

Separation-Stabilization Geotextile, Class 2, Type C (Woven)

Elevation

(ft) [l]

443.88 444.24 444.30 444.30 444.30 444.30 444.24 443.59

Description

EOP

EOP Abbreviations

EOP I FF AVAP=

EOP =

FF=

As Vertical as Possible Edge of Pavement Finished Floor

FF

FF

EOP I FF

EOP

EOP

3' Clear Width

FOOTNOTE:

fiJ Elevations shown are to finished grade unless otherwise noted.

Turf establishment

__ :-� _ _ _ L Existing ground

II I\…