Plan_Sheets.pdf

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

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 o ly m a b .d g n

WA NPS OLYM 207(1)

A

M

D e c e m b e r

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Sheet and Description

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

TYPICAL

SECTIONS PLAN & PLAN

APPROACH

ROADS &

PARKING

UTILITIES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROLL

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 500

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,100 5,100

A0160 20103-0000 CLEARING AND GRUBBING SQYD 30 30

A0180 20402-0000 SUBEXCAVATION CUYD 2,660 2,660

A0200 20411-0000 SELECT BORROW TON 3,600 3,600

A0220 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (NONWOVEN) SQYD 6,500 6,500

A0240 20703-2000 GEOGRID, STABILIZATION (TYPE II) SQYD 200 200

A0260 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2 SQYD 10,100 10,100

A0280 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 30 30

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 930 930

A0320 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 1 1

A0340 30302-1000 DITCH RECONDITIONING LNFT 750 750

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,400 1,400

A0380 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 wedge and leveling course TON 140 140

A0400 40901-2000 MICRO SURFACING, TYPE 2 SQYD 4,900 4,900

A0420 41201-0000 TACK COAT TON 7 7

A0440 41402-2000 CRACKS, CLEANING AND SEALING and cleaning and filling MILE 1.0

A0460 60201-0600 18-INCH PIPE CULVERT LNFT 36 36

A0480 60201-0800 24-INCH PIPE CULVERT LNFT 250 250

A0500 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 55 55

A0520 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

A0540 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,400 1,400

A0560 60704-0000 CLEANING CULVERT IN PLACE EACH 13 13

A0580 62901-1300 ROLLED EROSION CONTROL PRODUCT, TYPE 5.B SQYD 400 400

A0600 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE LNFT 25,200 25,200

A0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW LNFT 750 750

A0660 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A0680 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 10 10

A0700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

A0720 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 78 78

MileStone: 100% Date Completed: 11/28/18 Report Date: 12/14/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-D ec

-2

:2

A 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

W

A N

PS

O

LY

M

(1

EE

_s um m ar y.

xl sm

]S he et

STATE PROJECT

B.1NPS OLYM 207(1)WA

SHEET

NUMBER

NPS Drwg No. ---/-----

TYPICAL

SECTIONS PLAN & PLAN

APPROACH

ROADS &

PARKING

UTILITIES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROLL

ALLOWANCE Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 500

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500 500

B0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,100 5,100

B0180 20103-0000 CLEARING AND GRUBBING SQYD 30 30

B0200 20103-0000 CLEARING AND GRUBBING SQYD 30 30

B0220 20301-3400 REMOVAL OF WHEELSTOP EACH 42 42

B0240 20402-0000 SUBEXCAVATION CUYD 2,660 2,660

B0260 20411-0000 SELECT BORROW TON 3,600 3,600

B0280 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (NONWOVEN) SQYD 6,500 6,500

B0300 20703-2000 GEOGRID, STABILIZATION (TYPE II) SQYD 200 200

B0320 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2 SQYD 10,100 10,100

B0340 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 30 30

B0360 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 80 80

B0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 930 930

B0400 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 1 1

B0420 30302-1000 DITCH RECONDITIONING LNFT 750 750

B0440 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 4,140 4,140

B0460 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,400 1,400

B0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 wedge and leveling course TON 140 140

B0500 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 665 665

B0520 40901-2000 MICRO SURFACING, TYPE 2 SQYD 4,900 4,900

B0540 41201-0000 TACK COAT TON 3 3

B0560 41201-0000 TACK COAT TON 7 7

B0580 41402-2000 CRACKS, CLEANING AND SEALING and cleaning and filling MILE 1.0

B0600 60201-0600 18-INCH PIPE CULVERT LNFT 36 36

B0620 60201-0800 24-INCH PIPE CULVERT LNFT 250 250

B0640 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 55 55

B0660 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

B0680 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,400 1,400

B0700 60704-0000 CLEANING CULVERT IN PLACE EACH 13 13

B0720 62901-1300 ROLLED EROSION CONTROL PRODUCT, TYPE 5.B SQYD 400 400

B0740 63316-1000 REMOVE AND RESET SIGN EACH 2 2

B0760 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE LNFT 25,200 25,200

B0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE LNFT 2,500

B0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW LNFT 750 750

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A N

PS

O

LY

M

(1

EE

_s um m ar y.

xl sm

]S he et

2)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-D ec -2

:2

A M

MileStone: 100% Date Completed: 11/28/18 Report Date: 12/14/18

STATE PROJECT

B.2NPS OLYM 207(1)WA

SHEET

NUMBER

TYPICAL

SECTIONS PLAN & PLAN

APPROACH

ROADS &

PARKING

UTILITIES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROLL

ALLOWANCE Bid

Schedule

B0820 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 3 3

B0840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

B0860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 10 10

B0880 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

B0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 78 78

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A N

PS

O

LY

M

(1

EE

_s um m ar y.

xl sm

]S he et

3)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-D ec -2

:2

A M

MileStone: 100% Date Completed: 11/28/18 Report Date: 12/14/18

STATE PROJECT

B.3NPS OLYM 207(1)WA

SHEET

NUMBER

TYPICAL

SECTIONS PLAN & PLAN

APPROACH

ROADS &

PARKING

UTILITIES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROLL

ALLOWANCE Bid

Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

C0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 500

C0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,100 5,100

C0160 20103-0000 CLEARING AND GRUBBING SQYD 30 30

C0180 20402-0000 SUBEXCAVATION CUYD 2,660 2,660

C0200 20411-0000 SELECT BORROW TON 3,600 3,600

C0220 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (NONWOVEN) SQYD 6,500 6,500

C0240 20703-2000 GEOGRID, STABILIZATION (TYPE II) SQYD 200 200

C0260 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2 SQYD 10,100 10,100

C0280 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 30 30

C0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 930 930

C0320 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 1 1

C0340 30302-1000 DITCH RECONDITIONING LNFT 750 750

C0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,400 1,400

C0380 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 wedge and leveling course TON 140 140

C0400 40901-2000 MICRO SURFACING, TYPE 2 SQYD 4,900 4,900

C0420 41201-0000 TACK COAT TON 7 7

C0440 41402-2000 CRACKS, CLEANING AND SEALING and cleaning and filling MILE 1.0

C0460 60201-0600 18-INCH PIPE CULVERT LNFT 36 36

C0480 60201-0800 24-INCH PIPE CULVERT LNFT 250 250

C0500 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 55 55

C0520 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

C0540 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,400 1,400

C0560 60704-0000 CLEANING CULVERT IN PLACE EACH 13 13

C0580 62901-1300 ROLLED EROSION CONTROL PRODUCT, TYPE 5.B SQYD 400 400

C0600 63316-1000 REMOVE AND RESET SIGN EACH 2 2

C0620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE LNFT 25,200 25,200

C0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW LNFT 750 750

C0660 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

C0680 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 10 10

C0700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

C0720 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 78 78

C0740 63610-1600 CONDUIT, 2-INCH, PVC LNFT 16,875 16,875

C0760 63621-5000 UTILITY BOX, CONCRETE EACH 8 8

C0780 63622-0000 UTILITY TRENCH TYPE A LNFT 4,300 4,300

C0800 63622-0000 UTILITY TRENCH TYPE B LNFT 1,350 1,350

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A N

PS

O

LY

M

(1

EE

_s um m ar y.

xl sm

]S he et

4)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-D ec -2

:2

A M

MileStone: 100% Date Completed: 11/28/18 Report Date: 12/14/18

STATE PROJECT

B.4NPS OLYM 207(1)WA

SHEET

NUMBER

TYPICAL

SECTIONS PLAN & PLAN

APPROACH

ROADS &

PARKING

UTILITIES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROLL

ALLOWANCE Bid

Schedule

D0020 15101-0000 MOBILIZATION LPSM ALL

D0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

D0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

D0080 15401-0000 CONTRACTOR TESTING LPSM ALL

D0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

D0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 500

D0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500 500

D0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,100 5,100

D0180 20103-0000 CLEARING AND GRUBBING SQYD 30 30

D0200 20103-0000 CLEARING AND GRUBBING SQYD 30 30

D0220 20301-3400 REMOVAL OF WHEELSTOP EACH 42 42

D0240 20402-0000 SUBEXCAVATION CUYD 2,660 2,660

D0260 20411-0000 SELECT BORROW TON 3,600 3,600

D0280 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A (NONWOVEN) SQYD 6,500 6,500

D0300 20703-2000 GEOGRID, STABILIZATION (TYPE II) SQYD 200 200

D0320 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2 SQYD 10,100 10,100

D0340 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 30 30

D0360 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 80 80

D0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 930 930

D0400 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 1 1

D0420 30302-1000 DITCH RECONDITIONING LNFT 750 750

D0440 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 4,140 4,140

D0460 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,400 1,400

D0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 wedge and leveling course TON 140 140

D0500 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 665 665

D0520 40901-2000 MICRO SURFACING, TYPE 2 SQYD 4,900 4,900

D0540 41201-0000 TACK COAT TON 3 3

D0560 41201-0000 TACK COAT TON 7 7

D0580 41402-2000 CRACKS, CLEANING AND SEALING and cleaning and filling MILE 1.0

D0600 60201-0600 18-INCH PIPE CULVERT LNFT 36 36

D0620 60201-0800 24-INCH PIPE CULVERT LNFT 250 250

D0640 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 55 55

D0660 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

D0680 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,400 1,400

D0700 60704-0000 CLEANING CULVERT IN PLACE EACH 13 13

D0720 62901-1300 ROLLED EROSION CONTROL PRODUCT, TYPE 5.B SQYD 400 400

D0740 63316-1000 REMOVE AND RESET SIGN EACH 2 2

D0760 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE LNFT 25,200 25,200

D0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE LNFT 2,500

D0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW LNFT 750 750

SUMMARY OF QUANTITIES - Schedule D

A M E N D

Line Item No.

Pay Item Number c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A N

PS

O

LY

M

(1

EE

_s um m ar y.

xl sm

]S he et

5)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-D ec -2

:2

A M

MileStone: 100% Date Completed: 11/28/18 Report Date: 12/14/18

STATE PROJECT

B.5NPS OLYM 207(1)WA

SHEET

NUMBER

TYPICAL

SECTIONS PLAN & PLAN

APPROACH

ROADS &

PARKING

UTILITIES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROLL

ALLOWANCE Bid

Schedule

D0820 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 3 3

D0840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

D0860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 10 10

D0880 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

D0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 78 78

D0920 63610-1600 CONDUIT, 2-INCH, PVC LNFT 16,875 16,875

D0940 63621-5000 UTILITY BOX, CONCRETE EACH 8 8

D0960 63622-0000 UTILITY TRENCH TYPE A LNFT 4,300 4,300

D0980 63622-0000 UTILITY TRENCH TYPE B LNFT 1,350 1,350

SUMMARY OF QUANTITIES - Schedule D

A M E N D

Line Item No.

Pay Item Number c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A N

PS

O

LY

M

(1

EE

_s um m ar y.

xl sm

]S he et

6)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-D ec -2

:2

A M

MileStone: 100% Date Completed: 11/28/18 Report Date: 12/14/18

STATE PROJECT

B.6NPS OLYM 207(1)WA

SHEET

NUMBER

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m c a .d g n

WA NPS OLYM 207(1)

N o v e m b e r

L a n g e

J

K e tt e lk a m p

C h e c k e d b y

D e s ig n e d b

NO SCALE

NOTE:

slope areas. Refer to deep patch and reinforced soil slope quantities table for pavement quantities

Culverts replacements 13+46, 16+20, and 27+67 are located within deep patch and reinforced soil 2.

determined and marked by the CO.

Locations of deep patch and reinforced soil slope repairs are approximate, final location will be 1.

MAINLINE, STAIRCASE ROAD

10+00 to 61+65

Varies

M at ch e xi st in g sl op e

M at ch e xi st in g sl op e

NO SCALE

Bottom of subexcavation

DEEP PATCH, TYPE 1

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

[1]

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

3.0% min.

DEEP PATCH, TYPE 2

3.0% min.

Bottom of subexcavationC o n s tr u c ti o n l im it

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

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

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

(Schedule A, B, C, and D)

1V:2.5H 1V:

2.

5H

TYPICAL SECTIONS

Reinforcement geosynthetic, type 2

[1]

Geogrid, stabilization, type II

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m c b .d g n

WA NPS OLYM 207(1)

N o v e m b e r

L a n

K e tt e lk a

C h e c k e d b y

D e s ig n e d b

Existing ground

Varies m in

Underdrain system.

See Sheet G.2 for details

6" compacted depth

Roaway aggregate, method 2

LC

Place in two equal lifts

4" compacted depth.

Asphalt concrete pavement, type 1

Tack coat

Existing ground m in

Underdrain system.

See Sheet G.2 for details

6" compacted depth method 2

Roadway aggregate, [2]Varies

LC

Place in two equal lifts.

4" compacted depth.

Asphalt concrete pavement, type 1

Tack coat

Select borrow 9" compacted lifts, (typ.)

(Schedule A, B, C, and D)

(Schedule A, B, C, and D)

LC

type 1, 2-inch depth

Asphalt concrete pavement, [4] Varies [4]Varies

[3](wedge and leveling course)

Asphalt concrete pavement, type 1, Tack coat

Finished Grade

FOOTNOTE:

Geotextile filter,Class 1, type A (non-woven)

Geotextile filter,Class 1, type A (non-woven)

WRAP DETAIL

overlap 4' (typ.)

ty p

Ditch reconditioning as directed by CO

Ditch reconditioning as directed by CO

See Wrap Detail

See Wrap Detail

Select borrow 9" compacted lifts, (typ.)

Base course

Cover safety edge with aggregate-topsoil.

control product, type 5.B

Rolled erosion

SAFETY EDGE DETAIL

asphalt shoulder finishing (2' typ)

Roadway aggregate, shoulder finishing (2' typ)

Roadway aggregate, Varies

Finished grade

Finished grade

Match existing roadway cross slope.[4] and leveling course.

" wedge 2 1estimate based on 50% of the road area needing

Place wedge and leveling course as directed by the CO. Quantity [3] based on 16-feet.

Width varies as determined by the CO. Quantity estimate is [2] width varies from 14-feet to 23-feet.

Construct to match existing roadway width. Existing roadway [1]

Rolled erosion control product, type 5.B

(Schedule C & D) refer to F.7

Utility Trenching, Geogrid, stabilization, type II

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

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

Var ies

Varies

NOTE:

Varies Varies

TYPICAL SECTIONS

NO SCALE 2 of 2

Slope

Variable

1. See Sheet D.5 for location.

2. Measure existing roadway widths as per 152.05(m).

3. Patch surface and seal/fill cracks prior to micro-surfacing.

MICRO-SURFACING TYPE 2

for roadway width

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m c c .d g n

WA NPS OLYM 207(1)

P

N o v e m b e r

L a n

K e tt e lk a

C h e c k e d b y

D e s ig n e d b

LC

Micro-surfacing, type 2

See Summary Tabulation Sheets

(Schedule A, B, C, and D)

Asphalt concrete pavement, type 1

4" compacted depth.

Place in two equal lifts

Roaway aggregate, method 2

6" compacted depth Tack coat

New pipe culvert

See G sheets for bedding fill requirements

(Schedule A, B, C, and D)

TYPICAL PAVEMENT SECTION

CULVERT REPLACEMENT

Geogrid, stabilization

Existing pipe culvert

ELEVATION

m in ty p

DEEP PATCH AT PIPE CULVERT CROSSING

Asphalt concrete pavement, type 1

4" compacted depth.

Place in two equal lifts

Roaway aggregate, method 2

6" compacted depth

D e e p p a tc h l im it s

Tack coat

(Schedule A, B, C, and D)

Existing asphalt surface

Select borrow 9" compacted lifts, (typ.)

Finished GradeFinished Grade

MAINLINE, STAIRCASE ROAD

27+50 to 28+50

NO SCALE

NOTE:

18" (typ.)

Top of existing pavement

Reinforcement geosynthetic, type 2

SLOPE SECTION

TYPICAL REINFORCED SOIL

Rolled erosion control product, type 5.B

Geotextile filter,Class 1, type A (non-woven)

Geogrid, stabilization, type II

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m c d .d g n

WA NPS OLYM 207(1)

N o v e m b e r

L a n

K e tt e lk a

C h e c k e d b y

D e s ig n e d b

(Schedule A, B, C, and D)

1. Slope or shore excavation according to Section 208.

2. Extend each course of reinforcement into access ramp areas as reinforced soil slope construction proceeds

3. Back of temporary excavation to extend 1-foot behind back of primary reinforcements.

4. Bevel ends of outlet pipe to match the surrounding finish slopes as directed by the CO. Install approved rodent guards on outlet

5. Place stabilization grid within 1-foot of slope face

6. For culverts located above the reinforcement layer, trim the reinforcement along the length of the pipe if more than half the pipe cross-section is exposed, otherwise place the reinforcement over the pipe as a continuous reinforcement layer.

7. Refer to G.7 for culvert replacement at 27+67.

See Wrap Detail

3.0% min.

See Sheet G.2 for details

Underdrain system.

13' (min.)

Bench Width 14' (min)

4" to 6" (typ.)

all courses top and bottom

4' (min) t o ty p all courses 2' (min)

WRAP DETAIL

6" compacted depth

Roaway aggregate, method 2

Place in two equal lifts

4" compacted depth.

Asphalt concrete pavement, type 1

Subgrade for overlay

Tack coat type A (non-woven)

Geotextile filter,Class 1, LC

Finished grade

M a tc h E x is ti n g

TYPICAL SECTION

REINFORCED SOIL SLOPE

(Schedule C & D) refer to F.7

Utility Trenching, m in

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16101 807656.903 942221.024 801.727 47°30'49.272052"N 123°19'32.670596"W 734.2763 1.00001121 5/8" IR w/FHWA Alum cap 1.

16102 808070.399 941831.738 806.695 47°30'53.212534"N 123°19'38.553477"W 739.2476 1.00001128 5/8" IR w/FHWA Alum cap

17103 808216.931 941495.883 805.126 47°30'54.538898"N 123°19'43.519308"W 737.6753 1.00001146 5/8" IR w/FHWA Alum cap

17104 808398.889 941683.225 830.873 47°30'56.399748"N 123°19'40.887023"W 763.4289 1.00001038 5/8" IR w/FHWA Alum cap

17105 808317.075 941839.643 821.693 47°30'55.648182"N 123°19'38.567176"W 754.2489 1.00001076 5/8" IR w/FHWA Alum cap

STAIR1 805198.967 943807.899 744.434 47°30'25.590696"N 123°19'08.290289"W 676.9571 1.00001208 5/8" IR w/FHWA Alum cap

STAIR2 805340.845 943316.905 756.771 47°30'26.816783"N 123°19'15.510950"W 689.2908 1.00001159 5/8" IR w/FHWA Alum cap

PROJECT : Rehabilitate Staircase Road DATE OF FIELD WORK :Multiple Entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID 12b

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

C

M yF ile s\

Pr oj ec ts

\W as hi ng to n\

S ta ir ca se \L

G O

St ai rc as e_ co nt ro ls he et

.x ls x] Sh ee t

-J un -2

:5

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.6

SHEET

NUMBER

NPS OLYM 207(1)WA

SURVEY CONTROL

UTILITIES

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u a .d g n

WA NPS OLYM 207(1)

N o v e m b e r

L a n

K e tt e lk a

C h e c k e d b y

D e s ig n e d b

R

T

N

N

10+00.00

BEGIN OVERLAY WORK

10+00 to 24+50

PLAN AND PLAN

UTILITIES

50 10002550

Scale in feet

NOTE:

approved by CO.

Utility vault locations are approximate. Final locations as 3.

remain in place, install conduit below the culvert.

When utility trench location conflicts with a culvert that is to 2.

disturbing activities management practices shall be installed prior to ground waters, appropriate soil erosion and sediment control best

When excavation for utility or vaults is within 50 ft of surface 1.

F.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u b .d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y M

L a n g e

D e s ig n e d b y J

K e tt e lk a m p

Stationing reference line

Stationing reference line

BEGIN PROJECT

3 conduit, 2-inch, PVC

Install Utility Trench

3 conduit, 2-inch, PVC

Install Utility Trench

(splice vault) Box 1

Install Utility box, concrete

(splice vault) Box 2

Install Utility box, concrete

T

T

N N

24+50 to 43+50

PLAN AND PLAN

UTILITIES

NOTE:

50 10002550

Scale in feet

CO.

Utility vault locations are approximate. Final locations as approved by 3.

place, install conduit below the culvert.

When utility trench location conflicts with a culvert that is to remain in 2.

practices shall be installed prior to ground disturbing activities appropriate soil erosion and sediment control best management

When excavation for utility or vaults is within 50 ft of surface waters, 1.

F.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u c .d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y T

P h a n

5 4

Stationing reference line

Stationing reference line

(splice vault) Box 3

Install utility box, concrete

(splice vault) Box 4

Install utility box, concrete

(splice vault) Box 5

Install utility box, concrete

3 conduit, 2-inch, PVC

Install Utility Trench

3 conduit, 2-inch, PVC

Install Utility Trench

TS

S

T

N U T E

L E V

.2

T

S

A C

H N

TU

P

W A

R N I

N G

B U

R I

E

T I

L I

T Y

W A T E R

W A

R N I

G

B

R I

E

T I

L I

T Y

W A T E R

N U T E

L E V

.2

" D

IA

C

O V E R

N U T E

L E V

.2

" D

IA

C

O V E R

"X

"X

W V

W V

W V

W V

"X

" C

O V E R

T

T

N

N

43+50 to 61+38

PLAN AND PLAN

UTILITES

NOTE:

CO.

Utility vault locations are approximate. Final locations as approved by 3.

place, install conduit below the culvert.

When utility trench location conflicts with a culvert that is to remain in 2.

practices shall be installed prior to ground disturbing activities appropriate soil erosion and sediment control best management

When excavation for utility or vaults is within 50 ft of surface waters, 1.

30 6001530

Scale in feet

F.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u d .d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y T

P h a n

Stationing reference line

Stationing reference line

(splice vault) Box 6

Install utility box, concrete

(splice vault) Box 7

Install utility box, concrete

3 conduit, 2-inch, PVC

Install Utility Trench

3 conduit, 2-inch, PVC

Install Utility Trench

T

TU

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

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

" F

IR

" F

IR

" F

IR

" F

IR

W V

W V

W V

W V

W V

W F

W V

W V

N

NOTE:

CO.

Utility vault locations are approximate. Final locations as approved by 3.

place, install conduit below the culvert.

When utility trench location conflicts with a culvert that is to remain in 2.

practices shall be installed prior to ground disturbing activities appropriate soil erosion and sediment control best management

When excavation for utility or vaults is within 50 ft of surface waters, 1.

30 6001530

Scale in feet

Generator Building

61+38 to END

PLAN

UTILITES

F.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u e .d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

END UTILITIES TRENCH

Stationing reference line

(splice vault) Box 8

Install utility box, concrete

3 conduit, 2-inch, PVC

Install Utility Trench

NOTE:

LOADBREAK VAULT LID

ring and lock (typ.)

Recessed lifting m in ty p

6'-10"

5'-0"

2" Ø drain hole

6" Ø sump with knockout

Ground rod

(4 required)

1 @ each corner

Galvanized pulling iron rack (typ.)

Hardware mounting

8 each wall

8" Ø knockout (typ.)

Existing ground surface

Top of paved

3'-0"

3'-0"

SECTION C-C

SECTION A-A

6"

6'-10"

System identification

Diamond pattern

Diamond pattern

System identification

Ground stud

1-2" Ø

Lift hole (typ.), 12" 12"

30"

PLAN VIEW

Concrete collar

6'-0" 4'-0"

SECTION B-B

(SHOWN WITH LOADBREAK LID)

SPLICE VAULT and LOADBREAK VAULT BASE

NO SCALE

cover and ductile iron locking

" Ø Cast iron ring2

" Ø Threaded insert (typ.) 8

C

C

BB

AA

m in m a x

DETAILS

(SPLICE VAULT)

UTILITY BOX, CONCRETE

F.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u f.

d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y T

P h a n

SPLICE VAULT LID

Install Splice vault lid on vaults placed within the roadway.6.

the manufacturer's recommendations.

Paint vault lids with flat black epoxy coating, according to 5.

-inch below pavement grade.2 1Install top of vault lids to 4.

paving.

Apply emulsified asphalt to exposed concrete surfaces after final3.

and the actual arrangement.

to the approved manufacturer's shop drawings for all dimensions shown. Each manufacturer's Cable Vault assembly will vary. Refer

This drawing depicts a typical vault assembly. Reinforcing not 2.

Place concrete collar around manhole rim.1.

DETAILS

UTILITY TRENCH

NOTE:

F.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m u g .d g n

WA NPS OLYM 207(1)

N o v e m b e r

L a n

K e tt e lk a

C h e c k e d b y

D e s ig n e d b y top 6" and use as the final lift during backfilling.

When trenching is in a non paved location, conserve the 3.

CO approval is required for all trench locations and types.2.

Saw cut pavement at all trench locations.1.

NO SCALE

24"

Saw cut

Existing finished grade

Saw cut

Bedding material

2" PVC conduit (3)

3"

UTILITY TRENCH, TYPE A

Existing pavement structure, depth varies marker tape Telecom

6" min.6" min.

Power marker tape

24"

Saw cut

Saw cut

Bedding material

2" PVC conduit (3)

3"

Existing pavement structure, depth varies marker tape Telecom

6" min.

6" min.

Power marker tape

6" compacted depth

Roadway aggregate, method 1

Existing road grade

UTILITY TRENCH, TYPE B

Backfill material native material

Undisturbed native material

Undisturbed

6" compacted depth

Roadway aggregate, method 1

Backfill Concrete Lean

FOOTNOTE:

place in two equal lifts type 1 4" compacted depth, Asphalt concrete pavement, place in two equal lifts type 1 4" compacted depth, Asphalt concrete pavement, Tack coat

Tack coat overflow parking road.

Asphalt concrete pavement depth is 3" when trenching along encountered in the excavation.

Utility Trench Type B may be used when competent rock is

10.4 x 16 25101 -0400

60201 -0600

60201 -0800

60202 -0600

60210 -1000

60704 -0000

Station

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

E Q

U

IV

A

LE

N T

D

IA

M

ET

ER

A

R C H

O R E

LL

IP

TI

C A L

PI

PE

C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

6-

IN

H

PI

PE

C

U

LV

ER

T

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

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

CUYD LNFT LNFT LNFT EACH EACH Lt Rt 10+51 36 11+90 40 13+46 70 15+00 1 16+20 60 17+58 1 20+69 1 21+32 1 23+36 1 27+67 22 30 28+92 1 33+95 1 36+74 1 38+25 1 40+50 50 43+76 1 50+81 1 52+13 1 52+84 55 1 59+74 1

Total 22 36 250 55 1 13 Allowable Pipe Material A Aluminum

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

5. See Std. 602-7 for acceptable concrete cell class. 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

D ra in ag e.

xl sx

]S he et

-N ov

-2

:2

T.

P ha n

6/

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

NPS OLYM 207(1)WA

NPS PMIS No. 170144 NPS Drwg. No. --/----

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

TEMPORARY TRAFFIC CONTROL

TUBULATION OF

H.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o ly m n a .d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y T

P h a n

Dry ree k

NATIONAL PARK BOUNDARY

NATIONAL FOREST BOUNDARY

WILDERNESS

MOUNT SKOKOMISH

Cop per Cre ek

Skokom ish

OLYMPIC NATIONAL FOREST

FOREST

OLYMPIC NATIONAL

STATE PARK

LAKE CUSHMAN

5. Conform with the current M.U.T.C.D edition on all signing.

4. Use standard alphabet sizes, letter series C.

3. Sign colors are orange background with black legend and border.

2. Mount signs on wood posts. See standard 635-14.

1. Adjust location to match field conditions as approved by CO.

N

HOODSPORT

LILLIWAUP

N Lake Cushman Rd.

Clubhouse Way

D o w M o u n ta in R d

N Lake Cushman Rd.

36" x 36" W20-3

REF-1

REF-2

ROAD CLOSURE PLAN

TRAFFIC CONTROL

TEMPORARY

REF-1

REF-2

36" x 36" W20-3

STAIRCASE RD

NOTE:

CLOSED

ROAD

3 MILES

MOUNTAIN

DOW

L a k e C u s h m a n

10+00.00

CLOSED

ROAD

1000 FT

BOUNDARY

CLOSED AT PARK

STAIRCASE RD

BOUNDARY

CLOSED AT PARK

APR 1 to MAY 24

APR 1 to MAY 24

H.2

STATE PROJECT

NUMBER

SHEET

U

S I n t2

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

WA NPS OLYM 207(1)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y T

P h a n

END PROJECT

no stationing available)

(At bridge abutment, LAKE

PRINCE

Prince Lake Rd.

SCALE IN MILES

Dry Creek Trail

Ridge Rd.

North Staircase

Mount Church Dr.

N. Standstill Dr

Cushman Potlatch Rd

Robinson Rd.

01 22

BEGIN PROJECT

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

NO SCALE

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d o ly m n c .d g n o v e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

NPS Drwg. No. ---/------

NPS PMIS No. 170144

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 200' m in m in

6' - 12'

" dia. bolts 4 1Attach sign panels with a minimum of 2 - 1.

2.

3.

4.

5.

6.

7. State standards may be used as an alternative if approved by the CO.

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

31/2"

4"C

3"

4"C

31/2"

R=13/8"

TH=03/4"

IN=01/2"

BORDER

ROAD CLOSURE DETAIL

TRAFFIC CONTROL

TEMPORARY

3" 4"C 3" 4"C 3" 4"B 3"

3'-0"

4'-0"

31/2"

4"C

3"

4"C

31/2"

3'-0" 3'-0"

R11-2

ROAD

CLOSED

TYPE 3 BARRICADE

8 FT

NOTE:

5. Conform with the current M.U.T.C.D edition on all signing.

4. Use standard alphabet sizes, letter series C.

3. Sign colors are orange background with black legend and border.

2. Mount signs on wood posts. See standard 635-14.

1. Adjust location to match field conditions as approved by CO.

NO SCALE

1000 FT

CLOSED

ROAD

W20-3

ROAD

CLOSED

REF-2

ROAD

CLOSED

CLOSED

REF-1

BOUNDARY

CLOSED AT PARK

STAIRCASE RD

REF-3 REF-4

PARKING AREA

CLOSED

CAMPGROUND

H.4

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c p w w o r k d o ly m n d .d g n

WA NPS OLYM 207(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y T

P h a n to front of barricade

Mount supplemental signs

F

T

See detail this sheet Type 3 barricade

S ta ir c a s e R o a d

F

T