af05902_Plan.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2020.07.23 14:51:26 -07'00'

AK PFH 59(2) A.2

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN AND PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 9,000 100 9,100

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 6 6

A0160 20101-0000 CLEARING AND GRUBBING ACRE 3.5 0.2 3.7

A0180 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (RIPRAP DITCH) LPSM All ALL

A0200 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (RIPRAP BLANKET) LPSM All ALL

A0220 20401-0000 ROADWAY EXCAVATION CUYD 59,474 526 60,000

A0240 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1 (CONSERVED) LNFT 2,585 15 2,600

A0260 60501-0000 STANDARD UNDERDRAIN SYSTEM (TYPE 2) LNFT 1,144 26 1,170

A0280 60501-0000 STANDARD UNDERDRAIN SYSTEM (TYPE 1) LNFT 1,440 30 1,470

A0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0320 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0340 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 40

A0360 62301-0000 GENERAL LABOR HOUR 40

A0380 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD 23,496 134 23,630

A0400 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 23,496 134 23,630

A0420 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX SQYD 23,496 134 23,630

A0440 62520-0000 FERTILIZER ACRE 4.9 0.1 5.0

A0460 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D SQYD 22,807 113 22,920

A0480 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 638 12 650

A0500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 5,170 10 5,180

A0520 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 80 80

A0540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 134 16 150

A0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,196 2,196

A0580 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 732 732

A0600 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 61 61

A0620 63703-0000 RESIDENTIAL HOUSING EACH 3

A0640 63704-0000 VEHICLE EACH 2

MileStone: 100% Date Completed: 07/06/20 Report Date: 07/06/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

6-

Ju l-

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 af

2_ ba

.x ls m ]S he et

STATE PROJECT

B.1PFH 59(2)AK

SHEET

NUMBER

1:2

LC

Existing ground

Snug Harbor Rd centerline ditch

Original

Rolled erosion control product, type 4 or

Rolled erosion control product, type 2.D li m it s s t a k e

S lo p

C o n s tr u c ti o n l im it s m in

2'2'

Shld

FOOTNOTE:

5'Variable [1]4' 4'

S lo p e s ta k e l im it s

Variable

4-inch depth

Furnishing and placing topsoil, See Riprap Ditch detail class 1, type A (non-woven)

Geotextile filter, Traveled Way Traveled Way

T o p o f C u t

5'5'

(typ.)

D

ROUNDING DETAIL

CUT SLOPE

D4

Top of cut

(typ.)

5'5'

D

T o e o f f il l

Existing ground class 1 (conserved) method A, Riprap ditch, S lo p e s ta k e l im it s

NO SCALE

[1]

[2]

[3]

RIPRAP DITCH

TYPICAL SECTION

SNUG HARBOR ROAD

303+15 to 329+00

1:

1:2

Place rolled erosion control product, type 2.D on 1:1 slopes.

Place rolled erosion control product, type 2.D on 1:2 slopes.

Construct slopes as shown in the cross sections.

erosion control product.

Turf establishment. Place after topsoil and before rolled

C le a r in g l im it s C o n s tr u c ti o n l im it s

0.25 Ø

[1]

Va ria ble

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it s C o n s tr u c ti o n l im it s

C le a r in g l im it s C o n s tr u c ti o n l im it s li m it s

S lo p e s ta le a r in g l im it s

1:

(m ax to :2 m in [2

[3]

:3

A

M

J u ly

T

Y P

IC

A

L S

E C

T

IO

N c p w w o r k

\d

\a f c b

.d g n

TYPICAL SECTION

STATE PROJECT

NUMBER

AK PFH 59(2) C.1

:3 u ly

T

A B

U L

A T

IO

N

O F

P L

A N

Q U

A N

T

IT

IE

p w w o r k \d

\a f f a .d g n

QUANTITIES

TABULATION OF PLAN

STATE PROJECT

NUMBER

AK PFH 59(2) D.1

CP

CP

GPS

UP

T

T

T

T

UP

UP

TW

A R N I N G

B U R I E D

U T I L I T Y

6 3

9 3

0 3

U P

W A

R N I N

G

B

U R I E

D

U

T I L I T

Y

W A

R N I N

G

B

U R I E

D

U

T I L I T

Y

U P

T

C P

C P

C P

C P

C P

T

UP

T

U P

N

N

(1,496 CUYD)

obstructions (riprap blanket)

Remove structures and

306+00 to 312+50 RT

50 10002550

Scale in feet

BEGIN PROJECT

END PROJECT

gabion basket wall

Do not disturb

305+50

(303 CUYD)

obstructions (riprap blanket)

Remove structures and

314+25 to 316+25 RT

(289 CUYD)

obstructions (riprap blanket)

Remove structures and

322+50 to 324+25 RT

(77 CUYD)

obstructions (riprap ditch)

Remove structures and

304+00 to 306+00 RT

(15 CUYD)

obstructions (riprap ditch)

Remove structures and

312+50 to 313+00 RT

(90 CUYD)

obstructions (riprap ditch)

Remove structures and

319+00 to 322+00 RT

(21 CUYD)

obstructions (riprap ditch)

Remove structures and

324+25 to 325+00 RT

Clearing limits

Construction limits/

Clearing limits

Construction limits/

(410 CUYD)

obstructions (riprap blanket)

Remove structures and

326+50 to 328+50 RT

(23 CUYD)

obstructions (riprap ditch)

Remove structures and

328+50 to 329+00 RT

7 3

El=Match Existing

E=1679721.974

N=2369477.931

303+15

AK PFH 59(2)

El=Match Existing

E=1681932.999

N=2368313.225

329+00

AK PFH 59(2)

:5

J u n e

E

X

IS

T

IN

G C

O N

D

IT

IO

N

S A

N D

R E

M O

V A

L p w w o r k

\d

\a f f b

.d g n

REMOVALS

EXISTING CONDITIONS AND

STATE PROJECT

NUMBER

AK PFH 59(2) D.2

T

UP

W A R N I N G

B U R I E D

U T I L I T Y

CP

CP

GPS

UP

TW

A R N I N G

B U R I E D

U T I L I T Y

UP

T

T

T

T

UP

UP

TW

A R N I N G

B U R I E D

U T I L I T Y

S79 °07 '56"

E

S53°18'26"E e = Match Existing

'608.48L =

'309.50T =

'1,350.00R =

(RT)25°49'30"Δ =

312+15.37PI

e = Match Existing '514.82L = '291.44T = '440.00R =

(LT)67°02'18"Δ =

304+56.75PI

e = Match Existing '513.27L = '260.59T = '1,205.00R =

(LT)24°24'18"Δ =

318+70.61PI

1+

.3

PC

.1

P

.0

.8

6 3

9 3

0 3

UP

W

A R

N I N

G

B

U R I E D

U T I L I T Y

W A

R N I N

G

B

U R I E D

U T I L I T Y

UP T

CP

CP

CP

CP

CP

T

B1

UP

T

B1

JB

U P

N

N

50 10002550

Scale in feet

BEGIN PROJECT

protect in place Utility box 313+32 to 313+52 protect in place Utility box 316+90 to 317+10 protect in place Utility box 325+68 to 325+86Clearing limits

Construction limits/ see Section F for details system (type 1), typ.

Standard underdrain see Section F for details system (type 2), typ.

Standard underdrain see Section F for details system (type 1), typ.

Standard underdrainsee Section F for details system (type 2), typ.

Standard underdrain

END PROJECT

Clearing limits Construction limits/

S7 7°

'44 "E

S26°41'55"E

S66 °08 '19"

E

S10°25'31"E e = Match Existing '129.10L = '69.18T = '145.00R =

(RT)51°00'50"Δ =

323+96.84PI

e = Match Existing '141.00L = '76.64T = '145.00R =

(RT)55°42'59"Δ =

328+11.09PI

e = Match Existing '513.27L = '260.59T = '1,205.00R =

(LT)24°24'18"Δ =

318+70.61PI

e = Match Existing '151.44L = '78.86T = '220.00R =

(LT)39°26'25"Δ =

325+45.72PI

e = Match Existing '450.84L = '255.28T = '385.00R =

(LT)67°05'38"Δ =

333+07.37PI

.2

.8

0+

.0

PC

.6

.7

.4

8+

.4

PT

7 3

El=Match Existing E=1679721.974 N=2369477.931

303+15

AK PFH 59(2)

El=Match Existing E=1681932.999 N=2368313.225

329+00

AK PFH 59(2)

:5

J u n e

P

L A

N A

N D

P L p w

-w o rk \d

\a f0 fc .d g n

PLAN AND PLAN

STATE PROJECT

NUMBER

AK PFH 59(2) D.3

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

901 2368871.159 1680993.455 529.166 60°29'02.468828"N 149°46'30.135601"W 565.3063 0.999874909 5/8" IR W/ FHWA AL CAP 1.

902 2368720.165 1681277.594 517.726 60°29'00.972089"N 149°46'24.474946"W 553.8804 0.99987548 MAG NAIL W/ WASHER

903 2368695.563 1681539.620 512.498 60°29'00.720875"N 149°46'19.247034"W 548.6617 0.999875753 MAG NAIL W/ WASHER

904 2368373.763 1681894.020 489.229 60°28'57.539320"N 149°46'12.196234"W 525.4147 0.999876895 MAG NAIL W/ WASHER

905 2367949.433 1682059.550 483.012 60°28'53.354377"N 149°46'08.922316"W 519.2176 0.999877207 MAG NAIL W/ WASHER

906 2367821.499 1682420.345 482.517 60°28'52.081838"N 149°46'01.730937"W 518.7385 0.999877264 MAG NAIL W/ WASHER

12114 2369191.826 1680466.383 515.973 60°29'05.644709"N 149°46'40.633654"W 552.0859 0.999875491 5/8" IR W/ FHWA AL CAP

12115 2369052.575 1680731.306 529.250 60°29'04.264393"N 149°46'35.355445"W 565.376 0.999874881 5/8" IR W/ FHWA AL CAP

PROJECT :Snug Harbor Road Phase II DATE OF FIELD WORK : October 2019

PROJECT UNITS : US Survey feet COORDINATE SYSTEM : Alaska Zone 4 SPCS NAD83 (2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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

c:

\p w -w or k\ d0

Sn ug H ar bo r_

_c on tr ol sh ee t.

xl sx

]S he et

-N ov

-2

2:

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.4

SHEET

NUMBER

PFH 59(2)AK

SURVEY CONTROL

FOOTNOTE:

3"

4"C

3"

2"C 2" 2"C

14" project information text to match specific white background. Adjust

Black border and text on approval as needed.

Stationing is approximate, field adjust with CO [1]

"2

"B2

"8

IN = 0

"8

TH = 0

"8

R = 1

BORDER

Refer to 107.01A(d)

SWPPP Sign

3'-6"

:3 u n e

T A

B U

L A

T

IO

N O

F

E

R O

S

IO

N C

O N

T R

O

Q

U A

N T

IT

p w w o r k

\d

\a f d a .d g n

CONTROL

QUANTITIES

TABULATION OF

EROSION

STATE PROJECT

NUMBER

AK PFH 59(2) E.1

CP

CP

GPS

UP

T

T

T

T

UP

UP

TW

A R N I N G

B U R I E D

U T I L I T Y

6 3

9 3

0 3

T

B

UP

T

B

JB

U P

N

N fiber roll, typ.

Soil erosion control, fiber roll, typ.

Soil erosion control, Clearing limits

Construction limits/

50 10002550

Scale in feet check dam

Soil erosion control, 304+00 LT/RT check dam

Soil erosion control, 316+52 LT/RT check dam

Soil erosion control, 321+80 LT/RT

BEGIN PROJECT

END PROJECT

Clearing limits

Construction limits/

7 3

El=Match Existing

E=1679721.974

N=2369477.931

303+15

AK PFH 59(2)

329+00

AK PFH 59(2)

El=Match Existing

E=1681932.999

N=2368313.225

:0

J u n e

E

R O

S

IO

N C

O N

T R

O L

P L p w w o r k

\d

\a f d b .d g n

EROSION CONTROL PLAN

STATE PROJECT

NUMBER

AK PFH 59(2) E.2

AK PFH 59(2) E.3

AK PFH 59(2) E.4

AK PFH 59(2) E.5

10.4 x 16 60501 -0000

60501 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

S

TA

N D

A R D

U N

D

ER

D R

IN

YS

TE

M

TY

PE

S

TA

N D

A R D

U N

D

ER

D R

IN

YS

TE

M

TY

PE

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD LNFT LNFT Lt Rt 303+40 to 313+10 1024 303+40 24 303+80 29 304+15 24 304+92 47 305+97 32 306+50 47 307+00 32 307+50 47 308+00 32 308+50 47 309+00 32 309+50 47 310+00 32 310+50 47 311+00 32 311+50 47 312+00 32 312+50 41 313+00 50 314+00 to 315+50 153 314+00 47 314+50 32 315+00 47 315+50 32 318+00 to 319+00 106 318+00 46 318+50 32 319+00 44 322+40 to 324+35 157 322+40 32 323+00 41 323+60 30 324+20 40

PROJECT TOTAL 0 1440 1144

Allowable Pipe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d0 af

2_ ea .x ls x]

Sh ee t 2-

Ju n-

:0

PM

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

PFH 59(2)AK

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

NO SCALE

Direction of groundwater interflow

LC

Snug Harbor Rd centerline ditch

Original Rolled erosion control product, type 2.D

C o n s tr u c ti o n l im it s

Traveled Way Shld

FOOTNOTE:

5'4' 4'

Traveled Way li m it s

C o n s tr u c ti n p e s ta k e l im it s

Variable

See Detail A

Variable [1]

NOTE:

2. Minimum underdrain pipe grade is 0.5%.

the plans and as directed by the CO.

1. Construct Standard Underdrain System in areas shown on

DETAIL A

against sides, bottom and back of excavation

Geotextile filter, class 1, type A, nonwoven, over granular backfill zone

Geotextile filter, class 1, type A, nonwoven, as near vertical as possible

Stable temporary cut per contractor connect to nearest Standard Underdrain System Type 2

8" dia. corrugated polyethylene drainage pipe perforated

4-inch depth

Furnishing and placing topsoil, for Riprap Ditch detail

See Sheet C.2 class 1 (conserved)

Placed riprap, method A, surrounding pipe

Granular backfill (min.) 4" depth

Controling point station

Existing ground or as directed by the CO cross section

Elevation per plans and li m it s s t a

2' (min.)

.7 m in

[1]

[2]

TYPICAL SECTION

TYPE 1

STANDARD UNDERDRAIN SYSTEM

1:

(m in [2

1:2 [2]

1:

(m in [2

Construct slopes as shown in the cross sections.

erosion control product.

Turf establishment. Place after topsoil and before rolled

:4 u ly

S

T A

N D

A R

D U

N D

E R

D R

A

IN

S Y

S T

E M

T Y

P E p w w o r k

\d

\a f e h

.d g n

TYPE 1

UNDERDRAIN SYSTEM

STANDARD

STATE PROJECT

NUMBER

AK PFH 59(2) F.2

NO SCALE

as near vertical as possible

Stable temporary cut per contractor or as directed by the CO and cross sections

Elevation per plans

SECTION A-A

against sides, bottom and back of excavation

Geotextile filter, class 1, type A, nonwoven, min. 4" depth surrounding pipe

Granular backfill class 1 (conserved)

Placed riprap, method A, over granular backfill zone

Geotextile filter, class 1, type A, nonwoven, as near vertical as possible

Stable temporary cut per contractor drainage pipe perforated

8" dia. corrugated polyethylene

See Section A-A

LC

Existing ground

Snug Harbor Rd centerline ditch

Original type 2.D control product, Rolled erosion

C o n s tr u c ti o n l im it s

Shld

5'4' 4' li m it s

C o n s tr u c ti n p e s ta k e l im it s

Variable Variable

NOTE:

the plans and as directed by the CO.

1. Construct Standard Underdrain System in areas shown on for Riprap Ditch detail

See Sheet C.2

Traveled Way Traveled Way li m it s s t a

Fl ow

Fl ow end of 8" perforated pipe

Place 8" end cap on upper

8" tee type 1 Standard underdrain system 8" perforated pipe

8" elbow, 90° type 2 Standard underdrain system 8" perforated pipe

4-inch depth

Furnishing and placing topsoil, [1]

[2]

.7 m in

2' (min.)

A

A

[2]

[1]

TYPICAL SECTION

TYPE 2

STANDARD UNDERDRAIN SYSTEM

1:

(m in [2

1:2

Construct slopes as shown in the cross sections.

erosion control product.

Turf establishment. Place after topsoil and before rolled

STANDARD UNDERDRAIN SYSTEM DETAILS

8" PERFORATED PIPE

1% slope (min)

:4 u ly

S

T A

N D

A R

D U

N D

E R

D R

A

IN

S Y

S T

E M

T Y

P E p w w o r k

\d

\a f e i.

d g n

TYPE 2

UNDERDRAIN SYSTEM

STANDARD

STATE PROJECT

NUMBER

AK PFH 59(2) F.3

[2]

4/8/02.

The sign is found in the Alaska Sign Design Specifications, Location of signs to be determined by the CO.[1]

:5 u n e

T A

B U

L A

T

IO

N O

F T

E M

P O

R A

R Y

T R

A F

F

IC

C O

N T

R O

L Q

U A

N T

IT

p w w o r k

\d

\a f n a .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

STATE PROJECT

NUMBER

AK PFH 59(2) G.1

AK PFH 59(2) G.2

needed.

Stationing is approximate, field adjust with CO approval as [1]

:4 u n e

T A

B U

L A

T

IO

N O

F P

E R

M A

N E

N T

T R

A F

F

IC

C O

N T

R O

L Q

U A

N T

IT

p w w o r k

\d

\a f p a .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

STATE PROJECT

NUMBER

AK PFH 59(2) H.1

6" solid white edge line

6" dotted white line 6" dotted white

6" solid white edge

6" solid double

6" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NO SCALE

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L s h o u ld e r

L a n e

T r a v e l

L a n e

T r a v l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

NOTE:

Locate 12" wide stop line to required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

:3 u n e

L

IN

E A

R P

A V

E M

E N

T M

A R

K

IN

G p w w o r k

\d

\a f p b .d g n

LINEAR PAVEMENT MARKINGS

STATE PROJECT

NUMBER

AK PFH 59(2) H.2

Untitled