olym01207_plans.pdf

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WA NPS OLYM 12(7), Repair Slumps on Hurricane Ridge and Obstruction Point Road
Solicitation number
69056721B000025
Issued by

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This document package includes construction plans and specifications for a federal highway project to repair slumps on Hurricane Ridge and Obstruction Point Road in Washington state. The project involves clearing and grubbing, excavation, erosion control measures, aggregate base installation, asphalt paving, drainage features including underdrains and sheet drains, signage, pavement markings, traffic control, utility relocations, and turf establishment. Bidding contractors will furnish all labor, materials, tools and equipment to complete the work in accordance with the specifications, including temporary traffic control, quality control testing, surveying, and a project schedule. The solicitation number for this opportunity is 69056721B000025, issued by the Federal Highway Administration for the National Park Service. The pre-bid documents contain design drawings, technical provisions, and a bid schedule with pay items and estimated quantities for all work.

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BRENT L COE Digitally signed by BRENT L COE Date: 2022.04.20 11:22:34 -07'00'

WA NPS OLYM 12(7) A.3

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION I

PLAN -

PROFILE

SOIL

EROSION AND

SEDIMENT

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

UTILITIES ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM All ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM All ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,275 50 1,325

A0140 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0160 20103-0000 CLEARING AND GRUBBING SQYD 2,359 141 2,500

A0180 20301-1100 REMOVAL OF GATE EACH 1 1

A0200 20301-2400 REMOVAL OF SIGN EACH 1 1

A0220 20401-0000 ROADWAY EXCAVATION CUYD 3,144 356 3,500

A0240 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 47 13 60

A0260 20466-0000 CONSERVE AND STOCKPILE TOPSOIL (SOD) CUYD 35 5 40

A0280 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C SQYD 7 3 10

A0300 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 36 4 40

A0320 26101-0000 REINFORCED SOIL SLOPE SQFT 1,406 94 1,500

A0340 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 762 88 850

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 800 100 900

A0380 41202-0000 TACK COAT GAL 375 25 400

A0400 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 996 54 1,050

A0420 60504-0000 GEOCOMPOSITE SHEET DRAIN SYSTEM SQYD 34 6 40

A0440 61902-0900 GATE, METAL EACH 1 1

A0460 62502-0000 TURF ESTABLISHMENT SQYD 2,359 41 2,400

A0480 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 860 40 900

A0500 63301-0000 SIGN SYSTEM EACH 1 1

A0520 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (6" WHITE) LNFT 3,921 29 3,950

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 2,614 36 2,650

A0580 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A0600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 28 28

A0620 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 13 13

A0640 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 200 200

A0660 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 33 33

A0680 63640-0600 RELOCATE COMMUNICATION LINE (FIBER OPTIC SYSTEM) LPSM All ALL

A0700 63640-0700 RELOCATE ELECTRICAL LINE (SYSTEM) LPSM All ALL

MileStone: Final Date Completed: 04/14/22 Report Date: 04/14/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

3:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

U se rs \J as on

.V an

D yk e\ D es kt op \1

S ub m itt al \Q

A Su bm itt al

SO

Q

F in al _2

.x ls m ]S he et

STATE PROJECT

B.1NPS OLYM 12(7)WA

SHEET

NUMBER

308387/ 149/177791

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

22535 364924.785 989056.388 5224.438 47°58'10.443359"N 123°29'34.321357"W 5160.0024 0.999699162 1/2" IR w/YPC 1.

22600 364913.081 988724.215 5229.467 47°58'10.214618"N 123°29'39.194122"W 5165.0215 0.999698926 1/2" IR w/YPC

2.

PROJECT : Repair Slumps on Hurricane Ridge and Obstruction Point Road DATE OF FIELD WORK : July/August 2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington North SPCS NAD83 2011

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

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.

Any control points in the area, other than CP 22535 and CP 22600 have not been verified.

C

M yF ile s\

Pr oj ec ts

_2

0\ W as hi ng to n\ H ur ri ca ne _R id ge

\p w ob st ru ct io n po in t co nt ro l s he et

_m od ifi ed

.x ls x] Sh ee t

9- Fe b-

1:

A M

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.7

SHEET

NUMBER

NPS OLYM 12(7)WA

NPS PMIS No.308387 NPS Drwg No. 149/177791

SURVEY CONTROL

WA NPS OLYM 12(7) E.4

NPS PMIS No. 308387 NPS Drawing No. 149/177791

WA NPS OLYM 12(7) E.6

NPS Drwg. No. 149/177791

WA NPS OLYM 12(7) F.

NPs Drwg No. 149/177791

NO SCALE

NOTE:

1. Fabrication and install gate according to Section 619.

2.

smaller of the two pieces being joined.

shall be fillet and shall be of the same size and thickness of the

All welds required to manufacure gate, unless otherwise shown, Detail A Sheet 2

See Hinge Post

See Detail A Sheet 2

HSS 6x6x1/2 post

HSS 4x2x1/4

(5) total

HSS 3x1x1/8 typ.

HSS 5x2x1/4

Detail B Sheet 2

See Locking Post

HSS 4x2x1/4

HSS 6x6x1/2 post

HSS 6x6x1/2 Post

HSS 6x6x1/2 Lock Box

See Detail B Sheet 2

See Detail A Sheet 2

HSS 6x6x1/2 Lock Box

See Detail B Sheet 2

Gate Post Concrete Foundation

See Detail E Sheet 3

Gate Post Concrete Foundation

See Detail E Sheet 3

Rest Post Concrete Foundation

See Detail D Sheet 3

Gate Post Concrete Foundation

See Detail D Sheet 3

See Detail E Sheet 3

Gate Post Concrete Foundation vertical stripes to gate arm (both sides)

Add 16" alternating red/white retro-relectorized

Type 2 Object Marker Type 2 Object Marker

CLOSED

ROAD

R11-2 Level

PLAN

ELEVATION

NOTE: Adjust the (+-) dimensions based on field measurements

SHEET 1 OF 3

12'-11"

15'-11"

1'-4"±

1'-9"± 1'-9"±

2'-7" 5"

45° (typ.)

:0

P

M

A p r il

D

D e s ig n S u r v F t

C

U s e r s \J a s o n .V a n

D y k e \D e s k to p

\E x p o r t

F r o m P r o je c tW is e \M a n a g e d

\G a te

D e ta il .d g n

:2

A

A p r il

G a te

D e ta il c p w w o r k

\d

\G a te

D e ta il .d g n

GATE DETAIL

STATE PROJECT

NUMBER

SHEET

WA NPS OLYM 12(7) H.1

NPS Drwg No. 149/177791 NPS PMIS No. 308387

½"T=

¼"W=5

¾"L=11

Steel plate plate cap

Steel

Steel rod

NO SCALE

Security screw

Security screw

1" diameter pin (typ)

See Section - Detail C Sheet 3

PLAN VIEW - DETAIL B

SECTION - DETAIL A SECTION - DETAIL B

PLAN VIEW - DETAIL A

SHEET 2 OF 3

½

¼

¼

4"

½"

¼"

1⅞" 2⅛"

⅛

¾

⅛

10"

½" 3½" ½"

½"

3¼"

½

6"

4"

2"

3¼"

¾"

⅛

5"

¼

3½"

¾"

10" ½"

11¾"

¼"

3"

6"

6"

¾"

1" " (typ)16

½

(t y p

½"

:2

A p ri l

G a te D e ta p w

-w o rk

\d \G a te

D e ta il .d g n

GATE DETAIL

STATE PROJECT

NUMBER

SHEET

WA NPS OLYM 12(7) H.2

Weld Steel ring

Steel rod rod

Steel

Steel ring

NO SCALE

maximum compaction rock base 95% of

Compacted crushed

Minor concrete footing

Tube post

6" x 6"

6" x 6" Tube post maximum compaction rock base 95% of

Compacted crushed

Minor concrete footing

Aggregate topsoil

Road Surface

Aggregate topsoil

Road Surface

Lock by Others #5 Spiral, 6" pitch, 36" diameter (typ).

#5 Spiral, 6" pitch, 24" diameter (typ).

#5, (8 total equal spacing)

#5, (6 total equal spacing)

Existing Ground

Existing Ground rest posts to bottom of gate post and both

Weld 1/4" x 18" dia. steel plate rest posts to bottom of gate post and both

Weld 1/4" x 18" dia. steel plate

SECTION - DETAIL C

DETAIL E - GATE POST CONCRETE FOUNDATION

DETAIL D - GATE REST POST CONCRETE FOUNDATION

SHEET 3 OF 3

⅜

⅜

⅜

R a d iu s

½

⅜

½

½

¼

⅛

1¼" Ø

1⅜" Ø

¹/��" ¹/��" 2½"

¾

⅝

⅜" ½" ⅜"

1¼"

⅜

¼"

5'-0"

"± 3

3'-0"

:2

A p ri l

G a te D e ta p w

-w o rk

\d \G a te

D e ta il .d g n

GATE DETAIL

STATE PROJECT

NUMBER

SHEET

WA NPS OLYM 12(7) H.3

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