aka-fnsb-tanana1_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.09.09 09:39:01 -07'00'

E

INDEX TO SHEETS

i A.GENERAL INFORMATION

� A.1 TITLE SHEET

1i A.2 INDEX TO SHEETS u A.3 PLAN SYMBOLS AND ABBREVIATIONS - A.4 VICINITY MAP N N

B. SUMMARY OF QUANTITIES

i;' B.1-3 SUMMARY OF QUANTITIES

� C. TYPICAL SECTIONS

� C.l TABULATION OF TYPICAL SECTION QUANTITIES

0 C.2-7 TYPICAL SECTIONS

D. PLAN-PROFILE

D.1 TABULATION OF PLAN QUANTITIES

D.2-8 PLAN AND PROFILE - SOUTH LATHROP STREET

ID D.9-10 PLAN AND PROFILE - NORTHLAKE LANE

.ID D.11-13 PLAN AND PROFILE - SHARED-USE TRAIL

D.14 SURVEY CONTROL

E. PARKING AREAS, INTERSECTION, AND APPROACHES

E.1-2

E.3 E.4-9 E.10

E.11

E.12-15 E.16 E.17

TABULATION OF PARKING AREAS, INTERSECTION,

AND APPROACHES QUANTITIES

NON-MOTORIZED BOAT LAUNCH RESTROOM

MOTORIZED BOAT LAUNCH AND PARKING AREA

SOUTH LATHROP STREET LEVEE ACCESS ROAD

PLAN-PROFILE

SANDURI AVENUE/ POMM ROAD AND SOUTH

LATHROP STREET INTERSECTION

SWIM BEACH PARKING AREA AND PATHWAY

APPROACH DETAILS

MODULAR CROSSING PAVING DETAILS

I F. EROSION CONTROL

1 F.1 TABULATION OF EROSION CONTROL QUANTITIES

� F.2-5 EROSION AND SEDIMENT CONTROL PLAN AND

� PLAN - SOUTH LATHROP STREET

1 F.6 EROSION AND SEDIMENT CONTROL PLAN AND

PLAN - NORTHLAKE LANE

F.7-8 EROSION AND SEDIMENT CONTROL PLAN AND ID

PLAN - SHARED-USE TRAIL ::: F.9 EROSION AND SEDIMENT CONTROL PLAN -

1 LEVEE ACCESS ROAD

g F.10 EROSION AND SEDIMENT CONTROL PLAN -

E MOTORIZED BOAT LAUNCH AND PARKING AREA

F.11 EROSION AND SEDIMENT CONTROL PLAN -

SWIM BEACH PARKING AREA AND PATHWAY -�

F.12 W157-17, TEMPORARY DIVERSION BERM

METHODS

F.13 W157-19, STABILIZED CONSTRUCTION EXIT

F.14 W157-21, FIBER ROLL

� G.DRAINAGE

G.1 TABULATION OF DRAINAGE QUANTITIES

,!ii G.2 62+62.92 CULVERT PLAN AND PROFILE

G.3 W251-l, PLACED RIPRAP AT CULVERT OUTLETS

G.4 STND 602-1, METAL PIPE CULVERT

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

BAND /'!

� G.6 STND 602-3, METAL AND PLASTIC PIPE CULVERT

BEDDING

i G.7 STND 602-5, PLASTIC PIPE CULVERT

INDEX TO SHEETS (cont.)

H. TEMPORARY TRAFFIC CONTROL

H.1 TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

H.2 TEMPORARY TRAFFIC CONTROL PLAN

H.3 RAILROAD CROSSING DETOUR PLAN

H.4 STND 635-1, TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

H.5 STND 635-5, TEMPORARY TRAFFIC CONTROL

ROAD CLOSURE LAYOUT (WITH FLAGGERS)

H.6 STND 635-6, TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)

H.7 STND 635-7, TEMPORARY TRAFFIC CONTROL

SHOULDER LANE CLOSURE LAYOUT (WITH YIELD

SIGN)

H.8 STND 635-10, TEMPORARY TRAFFIC CONTROL

SHOULDER CLOSURE LAYOUT

H.9 STND 635-14, TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION WOOD POSTS

H.10 TEMPORARY TRAFFIC CONTROL SHARED ROADWAY

WITH PEDESTRIAN ZONE

I. PERMANENT TRAFFIC CONTROL

1.1-4 TABULATION OF PERMANENT TRAFFIC CONTROL

QUANTITIES

1.5-8 PERMANENT TRAFFIC CONTROL PLAN AND PLAN -

SOUTH LATHROP STREET

1.9 PERMANENT TRAFFIC CONTROL PLAN AND PLAN -

NORTHLAKE LANE

1.10-11 PERMANENT TRAFFIC CONTROL PLAN AND PLAN -

SHARED USE TRAIL

1.12 PERMANENT TRAFFIC CONTROL PLAN -

MOTORIZED BOAT LAUNCH AND PARKING AREA

1.13 PERMANENT TRAFFIC CONTROL PLAN -

SWIM BEACH PARKING AREA AND PATHWAY

1.14 GATE LAYOUT AND DETAILS

1.15 GATE SIGNING DETAILS

1.16 FENCE DETAILS

1.17 BOULDER DETAILS

1.18 PAVEMENT STRIPING AND MARKINGS

1.19 W634-1, PAVEMENT MARKINGS SYMBOLS

AND WORDS

1.20-22 SPECIAL SIGN PANEL DETAILS

1.23 SIGN OFFSET AND HEIGHT

1.24 SIGN POST EMBEDMENT

1.25 SIGN WIND FRAMING

J. UTILITIES

J.1 LEGEND

J.2 ESTIMATE OF QUANTITIES, GENERAL NOTES,

ABBREVIATIONS

J.3 NON-MOTORIZED BOAT LAUNCH ELECTRICAL PLAN

J.4 MOTORIZED BOAT LAUNCH ELECTRICAL PLAN

J.5 TYPICAL ONE-LINE DIAGRAM AND LCl & LC2

FEEDER SCHEDULES

J.6 PANEL SCHEDULE

J.7-10 ELECTRICAL DETAILS

J.11 CONTROL SCHEMATIC

K. WETLAND MITIGATION

K.l TABULATION OF WETLAND MITIGATION

QUANTITIES

K.2 WETLAND MITIGATION PLAN OVERVIEW

K.3 WETLAND MITIGATION TYPICAL SECTION AND

POINTS

L. SETTLEMENT MONITORING

L.1 SETTLEMENT MONITORING PLATE AND

INSTALLATION DETAILS

I STATE I PROJECT I SHEET

NUMBER

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

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INDEX TO SHEETS

Sheet and Description

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

TYPICAL

SECTIONS

PLAN -

PROFILE

PARKING AREAS,

INTERSECTIONS, AND

APPROACHES

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES WETLAND

MITIGATION ALLOWANCE Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1020 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A1040 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A1060 15401-0000 CONTRACTOR TESTING LPSM ALL

A1080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1100 15702-5000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION BERM LPSM All ALL

A1120 15703-2000 SOIL EROSION CONTROL, TEMPORARY

TURF ESTABLISHMENT ACRE 2.65 0.13 2.78

A1140 15705-0600 SOIL EROSION CONTROL, TEMPORARY

24-INCH CULVERT PIPE LNFT 252 252

A1160 15705-1000 SOIL EROSION CONTROL, TEMPORARY

48-INCH CULVERT PIPE LNFT 100 100

A1180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,296 615 12,911

A1200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 5 5

A1220 20101-0000 CLEARING AND GRUBBING ACRE 4.46 1.04 0.27 5.77

A1240 20104-0000 CLEARING ACRE 0.79 0.04 0.83

A1260 20301-0100 REMOVAL OF BOLLARD EACH 4 4

A1280 20301-1100 REMOVAL OF GATE EACH 2 2

A1300 20301-1900 REMOVAL OF PIPE CULVERT EACH 6 6

A1320 20301-2400 REMOVAL OF SIGN EACH 6 16 22

A1340 20302-0700 REMOVAL OF FENCE LNFT 76 51 127

A1360 20401-0000 ROADWAY EXCAVATION CUYD 6,217 3,071 464 9,752

A1380 20402-0000 SUBEXCAVATION CUYD 17,156 2,370 977 20,503

A1400 20411-0000 SELECT BORROW (Type B) TON 81,563 7,817 4,468 93,848

A1420 20411-0000 SELECT BORROW TON 5,306 6,859 608 12,773

A1440 20426-1000 DITCH, EXCAVATION CUYD 260 26 286

A1460 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) SQYD 150 150

A1480 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 46,502 18,230 3,236 67,968

A1500 20703-0000 GEOGRID (BIAXIAL, TYPE III) SQYD 15,439 772 16,211

A1520 20801-0000 STRUCTURE EXCAVATION CUYD 154 8 162

A1540 20802-0000 FOUNDATION FILL CUYD 14 2 16

A1560 20803-0000 STRUCTURAL BACKFILL CUYD 109 6 115

A1580 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 1,809 181 1,990

MileStone: 100% Date Completed: In Progress Report Date: 08/29/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

:0

PM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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B 1-

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STATE PROJECT

B.1FNSB TANANA(1)AK

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN -

PROFILE

PARKING AREAS,

INTERSECTIONS, AND

APPROACHES

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES WETLAND

MITIGATION ALLOWANCE Bid

Schedule

A1600 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 80 2,765 285 3,130

A1620 21102-3000 ROADWAY OBLITERATION, METHOD 3 LPSM All ALL

A1640 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 2 2

A1660 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 55 55

A1680 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 77 77

A1700 25125-0000 BOULDER EACH 116 116

A1720 25126-0000 REMOVE AND RESET BOULDER EACH 36 36

A1760 30105-2000 SUBBASE GRADING B TON 29,200 600 1,440 1,562 32,802

A1780 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,657 4,817 624 13,098

A1800 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 80 4 84

A1840 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE TON 1,094 4,421 276 5,791

A1860 31214-0000 CALCIUM CHLORIDE FLAKE TON 20 82 5 107

A1880 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 151 15 166

A1900 40301-0000 ASPHALT CONCRETE PAVEMENT TON 3,328 1,688 251 5,267

A1920 60201-0800 24-INCH PIPE CULVERT LNFT 405 405

A1940 60201-1200 48-INCH PIPE CULVERT LNFT 100 100

A1960 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT LNFT 223 223

A1980 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT LNFT 58 58

A2000 60211-0600 END SECTION FOR 18-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

A2020 60915-1000 WHEELSTOP, CONCRETE EACH 258 258

A2040 61901-2300 FENCE, SPLIT RAIL LNFT 364 364

A2060 61902-0900 GATE, METAL EACH 7 7

A2080 61921-1000 REMOVE AND RESET FENCE LNFT 300 300

A2100 62201-0350 BACKHOE HOUR 12 12

A2120 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 12 12

A2140 62201-1200 BULLDOZER, 80HP MINIMUM

FLYWHEEL POWER HOUR 6 6

A2160 62201-1350 BULLDOZER, 200HP MINIMUM

FLYWHEEL POWER HOUR 6 6

A2180 62201-2100 COMPACTOR HOUR 12 12

A2200 62201-2750 MOTOR GRADER HOUR 12 12

A2220 62301-0000 GENERAL LABOR HOUR 60 60

-A ug -2

:0

PM

MileStone: 100% Date Completed: In Progress Report Date: 08/29/22

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2FNSB TANANA(1)AK

TYPICAL

SECTIONS

PLAN -

PROFILE

PARKING AREAS,

INTERSECTIONS, AND

APPROACHES

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES WETLAND

MITIGATION ALLOWANCE Bid

Schedule

A2240 62501-0000 TURF ESTABLISHMENT ACRE 5.30 0.27 5.57

A2260 62701-0000 SOD (REHABILITATION) SQYD 816 81 897

A2280 62701-0000 SOD (RESTABLISHMENT) SQYD 1,809 181 1,990

A2300 63302-0000 SIGN SYSTEM SQFT 672.58 672.58

A2320 63316-1000 REMOVE AND RESET SIGN EACH 22 22

A2340 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID LNFT 50,184 50,184

A2360 63405-0400 PAVEMENT MARKINGS, TYPE A,

RAILROAD SYMBOL EACH 2 2

A2380 63405-0450 PAVEMENT MARKINGS, TYPE A,

ACCESSIBILITY SYMBOL EACH 48 48

A2400 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 7 7

A2420 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 200 200

A2440 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE (ORANGE) LNFT 5,026 251 5,277

A2460 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 681 34 715

A2480 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 500 500

A2500 63601-3000 SYSTEM INSTALLATION, ELECTRICAL LPSM All ALL

A2520 64603-0000 FIXTURE (BEACH ACCESS MAT

SYSTEM) EACH 1 1

A2540 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 2 2

A2560 64603-1000 FIXTURE, VAULT TOILET EACH 3 3

-A ug -2

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PM

MileStone: 100% Date Completed: In Progress Report Date: 08/29/22

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3FNSB TANANA(1)AK

subexcavated areas.

account for 16" of settlement in

Quantity includes additional material to

Borrow (Type B).

excavation material for use as Select

Conserve and process the roadway [2]

[3]

[2]

[2]

[3]

[1] of excavation.

Quantity will require approximately 20 CY subexcavated areas.

account for 16" of settlement in

Quantity includes additional material to

Borrow (Type B).

excavation material for use as Select

Conserve and process the roadway

Quantity includes subexcavation backfill.

[1]

FOOTNOTE:

[4]

[4]

PLAN QUANTITIES

TABULATION OF2

:4

P

M

J a n u a r y

D

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Q u a n ti te s

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T a n a n a R iv e r R e c r e a ti o n a l

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.1 P la n

P r o f il e Q u a n ti ti e s .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) D.1

10.4 x 16 15705 -0600

15705 -1000

20301 -1900

20701 -0300

25101 -0100

25101 -0200

25101 -0400

60201 -0800

60201 -1200

60202 -0200

60202 -0400

60211 -0600

Station

ES

TI

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D M

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REMARKS

See below for numbered notes

FEET CUYD LNFT LNFT EACH SQYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH Lt Rt SLS 62+62.92 9 100 15° 25' 32" RT A, AS, P Temp. Cross Culvert SLS 62+62.92 1 Temp. Cross Culvert SLS 62+62.92 9 140 55 77 100 15° 25' 32" RT A, AS, P 2 2 Cross Culvert SLS 68+02.06 5 72 12° 26' 27" LT A, AS, P Temp. Cross Culvert SLS 68+02.06 1 Temp. Cross Culvert SLS 68+02.06 5 72 12° 26' 27" LT A, AS, P Cross Culvert SLS 71+59.15 7 106 5° 6' 1" LT A, AS, P Temp. Cross Culvert SLS 71+59.15 1 Temp. Cross Culvert SLS 71+59.15 7 19 106 5° 6' 1" LT A, AS, P Cross Culvert SLS 79+10.63 2 58 0° 0' 0" RT A, AS, P Cross Culvert SLS 80+44.25 2 60 90° 0' 0" RT A, AS, P Driveway Culvert SLS 80+96.12 1 Cross Culvert SLS 83+75.08 1 67 92° 28' 48" LT A, AS, P Driveway Culvert SLS 84+45.41 3 50 60 2° 46' 31" RT A, AS, P Cross Culvert NLL 101+65.53 6 74 20° 18' 7" LT A, AS, P Temp. Cross Culvert NLL 101+65.53 1 Temp. Cross Culvert NLL 101+65.53 6 19 74 20° 18' 7" LT A, AS, P Cross Culvert NLL 109+18.38 3 35 93 43° 45' 27" RT A, AS, P Cross Culvert SUT 18+58.69 1 9 10 2 30 2 6° 59' 27" RT A, AS, P Trail Cross Culvert SUT 18+61.03 1 Trail Cross Culvert See Sheet K.2 1 22 66 A, AS, P Cross Culvert

PROJECT TOTAL 154 252 100 6 150 2 55 77 405 100 223 58 2

Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.064" or the AS Aluminized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic

2. Aluminum pipe culvert minimum wall thickness is the larger of 0.060" or the thickness required by the Std. 602-1 fill height table.

3. Furnish metal end sections for those specified. See Std. 602-5 for acceptable cell class.

4. Not Used

5. Structural excavation quantity based on material excavated inside the vertical planes located 18 inches outside and parallel to the limits of footings or foundations.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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STATE PROJECT

G.1

SHEET

NUMBER

FNSB TANANA(1)AK

Note: The quantities shown hereon are approximate and are subject to field adjustments.

on a 2000 ft work zone.

Quantity is an approximation based [1]

FOOTNOTE:

[1]

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

:5

A

A u g u s t

H

.1 T e m p T ra ff ic Q u a n ti ti e s p n d a n c s e r v e r \P

R O

J E

C T

S \2

\1

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A c c e s s \0

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.1 T e m p o r a r y T r a f f ic

C o n tr o l

Q u a n ti ti e s .d g n

C h e c k e d b y

J

G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) H.1

CLOSED

ROAD

AHEAD

END

DETOUR

END

DETOUR

DETOUR

W20-3

M4-8a

W20-3 construction area

Railroad crossing

DETOUR

M4-9R

W16-8P

DETOUR

M4-9L

W16-8P

ROAD

CLOSED

Van Horn Road

L a th r o p S tr e e t

Sheldon Avenue

Frank Avenue

Donald Avenue

Taxiway AvenueT ib r S tr e e t

Tamara Avenue

Sanduri Avenue

Railroad

P e g e r R o a d

Flood Control Levee / Saddle Road

C in c h

S tr e e t

Pomm Road

R11-2

M4-10L

ROAD

CLOSED

R11-2

USE

PEGER

USE

PEGER

Barricade, type 3

Barricade, type 3

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

CLOSED

ROAD

AHEAD

W20-3

W16-8P

DETOUR

M4-8

M6-3

USE

PEGER

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

LathropST

LathropST

LathropST"A" Channel

1500 FT

DETOUR

M4-8

W16-8P

LathropST

DETOUR

M6-3

LOCAL TRAFFIC ONLY

ROAD CLOSED

1/3 MILE AHEAD

M4-10R

DETOUR

R11-3a

CLOSED

ROAD

1000 FT

ROAD

CLOSED

500 FT

W20-3

M4-8

W16-8P

LathropST

DETOUR

1500 FT

DETOUR

M4-8

W16-8P

LathropST

DETOUR

M6-1

M4-8

W16-8P

LathropST

DETOUR

M5-1

W20-2

1500 FT

DETOUR

M4-8

W16-8P

LathropST

DETOUR

M6-3

M4-8

W16-8P

LathropST

DETOUR

M5-1 M4-8

W16-8P

LathropST

DETOUR

P e g e r R o a d

W20-2

Peger Lake

M4-8

W16-8P

LathropST

DETOUR

M6-3

1500 FT

DETOUR

W20-2

USE

PEGER

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

W16-8P

LathropST

W16-8P

LathropST

DETOUR

M4-9R

DETOUR

M4-9L

W16-8P

LathropST

DETOUR

M4-10L

M4-8

W16-8P

LathropST

DETOUR

M4-8

W16-8P

LathropST

DETOUR

W20-2

Barricade, type 3

M4-8a

200'

CLOSED

AT

TAXIWAY AVE

S. LATHROP ST

USE

PEGER

*Black text on white background

BORDER:

R = 1.5"

TH = 0.625"

*Black text on white background

BORDER:

R = 1.5"

TH = 0.625"

N

250'250'1000'

200'

1000'250'250'

60"

48"

.8

.8

DETOUR PLAN

RAILROAD CROSSING1

:1 a n u a r y

R a il r o a d C r o s s in g D e to u r p n d a n c s e r v e r \P

R O

J E

C T

S \2

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \H

.3 R a il r o a d C r o s s in g T

T C

P .d g n

C h e c k e d b y

J G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) H.3

CENTERLINE DETAIL

TYPICAL PAVEMENT MARKING APPLICATION

CROSSWALK DETAIL

see detail

Crosswalk, On-street parking line when specified in plans

4" solid white edge yellow centerline

4" solid double

Minor approach

Major approach road

Edge of pavement when specified in plans

12" wide stop line markings when specified

Approach road pavement when specified in plans

4" solid white edge line

4" white parking marking

L a n e

T r a v e l

L a n e

T r a v e l

2'

(see note 3)

15' Approx.

D

16' 20' 24'

6.5'

2'

1.33'

4" solid white

4" solid yellow type A, white

Pavement markings on 2' centers

4" solid white

1.67'

13"14"13"

APPROACH TO RAILROAD CROSSING

RAILROAD DETAIL

PAVEMENT HATCHING

MARKING DETAIL

APPROACH TO RAILROAD CROSSING NOTE:

1. Apply MMA for all markings.

2. All markings solid white unless indicated otherwise.

3. Locate stop bar 15' from railroad track or 8' from gate, if present

4. Posted Limit D

30 MPH 225'

40 350'

50 475'

5. L = Driving lane width

NOTE:

1. Place edge line pavement markings at asphalt/concrete curb interface when curb is present.

2. Typical pavement marking widths are shown. Use wider pavement markings when specified on the plans.

8' yellow centerline

4" solid double

60'

CL

border

4" solid white

NO SCALE

2'

10'

20'

S h o u ld e r

S h o u ld e r

1 1/2"

1 1/2"

4"

4"

50' min.

2'

L/2

L

45°0'0" 3.33'

6'

2'

2'

MARKINGS

PAVEMENT STRIPING AND 9

:2 a n u a r y

S h e e t

I .1

\1

T a n a n a R iv e r R e c r e a ti o n a l

A c c e s s \0

D e s ig n \0

D r a w in g s \I

.1 P a v e m e n t

S tr ip in g a n d M a r k in g s .d g n

C h e c k e d b y

J

G r a y

/2

D e s ig n e d b y

L

O v e r b e c k

/2

STATE PROJECT

NUMBER

AK FNSB TANANA(1) I.18

NOTE:

1. Legend applies only to Plan Section J.

ESTIMATE OF QUANTITIES,

GENERAL NOTES,

ABBREVIATIONS

SHEET

NUMBERPROJECTSTATE

49 TH

CE-129735

GORDON DUFSETH

NON-MOTORIZED BOAT LAUNCH

ELECTRICAL PLAN

SHEET

NUMBERPROJECTSTATE

49 TH

CE-129735

GORDON DUFSETH

NUMBERPROJECTSTATE

49 TH

CE-129735

GORDON DUFSETH

MOTORIZED BOAT LAUNCH

ELECTRICAL PLAN

TYPICAL ONE-LINE DIAGRAM AND

LC1 & LC2 FEEDER SCHEDULES

PANEL SCHEDULES

ELECTRICAL DETAILS

ELECTRICAL DETAILS