WA ID MT NP MULTI PMS(1)_PLANS_Final_SIGNED_print.pdf

6/1/2023

6/2/2023

Linda Manning (Acting for Wade Vagias) by letter

BRENT L COE Digitally signed by BRENT L COE Date: 2023.06.27 16:42:21 -07'00'

A

M

E N D

SUMMARY OF QUANTITIES

Sheet and Description Estimated Quantities

Line SECTION D SECTION E SECTION F Item Pay Item

Pay Item Description Unit No. Number TEMPORARY PERMANENT

PLANS TRAFFIC TRAFFIC ALLOWANCE Bid Schedule

CONTROL CONTROL

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0l00 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,686 64 1,750

A0120 40601-0000 FOG SEAL TON 58.5 1.5 60.0

A0160 40702-0300 CHIP SEAL, TYPE lC SQYD 74,580 3,420 78,000

A0180 40711-0000 EMULSIFIED ASPHALT TON 133.7 6.3 140.0

A0200 40712-0000 BLOTTER TON 40

A0220 40901-2000 MICRO SURFACING, TYPE 2 SQYD 92,835 3,165 96,000

A0240 41201-0000 TACK COAT TON 6.6 0.4 7.0

A0260 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH SQYD 7,741 259 8,000

A0280 41401-3000 CRACKS, CLEANING AND FILLING LNFT 1,300 200 1,500

A0300 41402-2000 CRACKS, CLEANING AND SEALING MILE 8.90 0.40 9.30

A0320 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 119 6 125

A0340 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 1,560 90 1,650

A0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0380 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 40

A0400 62201-2360

A0420 62301-0000

A0440 63401-0000

A0460 63405-0050

A0480 63502-0700

A0500 63502-2000

A0520 63503-0700

A0540 63504-1000

A0560 63506-0500

A0580 63507-0700

Milestone: Final

VACUUM SWEEPER

GENERAL LABOR

PAVEMENT MARKINGS (TYPE BJ

PAVEMENT MARKINGS, SYMBOLS (TYPE BJ

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

�p.Jl L. 1']?

��o1 WAS1f£'?( ◄ � ""'"" 0-. o-?> <o � i:s . �;.ll, 0

. � �JI"'��. •• •

D . d,=0=85COI 17 •. Jj ,anr ah L TruJ ilo ;;..� .. --M .. _. 1

4 ,.,o A_ ,.,,,, .. ,.,.,.,. t

1 -.P0 � s619T :9 $ • �� °eGISTBR� � J's - �o7ONAL \?, - .

Date Completed: 06/21/23 Reoort Date: 06/21/23

HOUR

HOUR

LNFT

EACH

EACH

EACH

LNFT

SQFT

HOUR

DAY

�'c-0 PRO;::- $. '\«;, o'oi � �GIN€'� '()

0 <v -? -t-ff g•o A A '°'': "?- �allyllg!WdbJ.lc:nanoahln4ilci DN:_CN-JohamahLTr,,flo, 29,356

2,300

Johannah L Trujillo ��=�:::;;� o�c:1.;1v1..J

<u � t-.,'o 0 ,S.: Pr-11 7,.<:s v '-1 . ' "j�

IVtvAH L. ,�0

RENEWS: 06/30/2024

231,884 13,116

95 5

1,144 ss\ONAL �Iv:

245,000

30,500

2,300 xx;, 0cE.Ns� z>

G� c§' Digitally signed by

� Kristin Lang Q Date: 2023.06.23

,0

12:�,=5�5

($).A l:

-1

)'!2 OF \Q� �0 787'1N ANN\..�

I STATE I PROJECT INt� e

:R

Iw��o,I NP MULTI PMS{l) I B.1

NPS PMIS NO : 309028, 206119, 324283,

324286

Remarks and/or Determination of Estimated

Quantity

.•.. •·· oNTAN ···• ... .. � ········ ',1 ..

/ • ..ffigltally si;�·ec:1-.. • \ :• / by Kristin Lang \. ••. : !::: ! �!��0�23 \ (t :

=o= 1 - · · :w: . . . . :w.

: m: : : : Th\ No. 16923PE : � :

.:0:

\ ()···· .. </cf:.NS'c-Q .. /� / •• ,<> ·•... • •• •· � ••·· 1ll ·········· � ·· ·· 0f:Ess,o� ... •·· ····· .... ······

�c:;

Existing base course

Existing base course

1·

Pay Limits

·1 Existing

Fog seal pavement

4" Asphalt concrete, Type II, placed in 2 lifts

Stabilization geogrid [1]

Existing pavement

6" crushed aggregate

FULL DEPTH PATCH TYPE 1

J

Digilally1igne,:!1'1'JOllanoa.lll T,..lo DN:·CN-JohannahLTrujllo, Pay Limits

Fog seal

I

RENEWS, 06/30/2024

4" Asphalt concrete, Type II, placed in 2 lifts

FULL DEPTH PATCH TYPE 2

Remove damaged pavement, base and subgrade material to a depth of 10"

NOTE:

STATE

WA, ID,

MT

PROJECT

NP MULTI PMS(l)

1. Exte(!t_ of patch to be deterrr,ined by the co based on cond1t1ons encountered at time of construction.

FOOTNOTE:

£11 For Type 1 patch, place stabilization geogrid between bottom of crushed aggregate and existing base course.

Remove damaged pavement, base and subgrade material to a depth of4" igitally signed istin Lang

:'t��

SHEET

NUMBER

C.4

ASPHALT CONCRETE PAVEMENT

PATCH TYPE 1 & 2 DETAILS

...__ _______________________ ___,l_ __ -----:=����---__J

NPS PMIS NO.: 309028, 206119, 324283, 324286

NO SCALE

TEMPORARY TRAFFIC CONTROL

CONSTRUCTION SIGN QUANTITIES

Item Number

Drawing Reference MUTCD Reference Sign Message Panel Size Area Quantity

Unit Inches SOFT Each 635-1 G20 -2 End Road Work 36 X 18 4.5 4 635-1 W20-1 Road Work Ahead 36 X 36 9 4

635-6 635-7 W13-1P 25 MPH 24 X 24 4 4

635-6 635-7 W20-4 One Lane Road Ahead 36 X 36 9 2

635-6 W20-7A Flagger Symbol 36 X 36 9 6 G20-4 Pilot Car Follow Me 36 X 18 4.5 1

63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

SOFT

18.0 36.0 16.0 18.0 54.0

4.5 . ·

STATE

WA, ID,

MT

G24-B Wait For Pilot Car 36 X 18 4.5 2 9.0 : Dtgitally signed by Kristin Land'•. •• W8-7 Loose Gravel 30 X 30 6.25 4

TOTAL

25.0

228.5

; m : LANl.:i : ! U •

-. \ I.!. -.. _. l •

4o�RO,c:- <$'.s

�0¼ G I N � � 15>0 --------------------------,,�1- � � OTHER TRAFFIC CONTROL QUANTITIES ~ r ic� · -i:: "Y'

---=,,,..,..,.,....--...... ----------=....,=,,.,.,.,....---------....... ,-----,,,,.,,,.,--....,.-....,,.,.........,,----------Q: _____ \ Djlily�Joriamot,LT '

ITEM NO. DESCRIPTION UNIT QTY Notes L-....J � .. �=:';�; .

t--�63:::5�02="-0=1�00'=""""-+-T::E�M:::P-:::O-::-RA':":R�Y':":T=:RA:-:"":F=.FI:::C�C:-:O:-:N::T�R'=o:-L�C�O�N�E----------------+--=EA�C=:H�-+--2�2�0-+--------;;.:ti_,_m.,,fflu,,,ir,,ffl'hu,-t�-l"iruJIIIO ��:;::-.:0,._•••

63502-2000 TEMPORARY TRAFFIC CONTROL PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 { \

63506-0500 TEMPORARY TRAFFIC CONTROL FLAGGER HOUR 2300 \ \. 0Kt:.l.:iUN

1-

;;.63�5;;.

07;;.-D;;.7�00

;;.__.T�E;;.

M

P�O�RA�R�Y;;.T�RA,;;.;;.

F�FI�C�C�O�N�T;;.

R�O�L�T�RA;;.;;,;

FF�I�C �C�O;;.

N �T�RO

L

S

U

P�E�R�VI�S�O;;.

R

;;._ ___ ___.1-.....;D�A�Y-....l._�70 ;;.____.1-_______ �\.l,,..:l(�l����-J:>r. i��� .$

'\?11v�� ':,�

�AHL.,?-.\)

PROJECT

NP MULTI PMS(l)

SHEET

NUMBER

E.1

RENEWS:

06/30/2024 TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

J:\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7310_22F000015_WHMI NEPE BIHO_Pave Pres\800_FHWA\22F000015\01-D\OO\Sheets\_Tabs\[WHMI NEPE BIHO CRMO_Proj_Sum_Shts.xlsm]TTC 6/21/22 9:21 AM NPS PMIS No. 309028, 206119, 324283, 324286

Sheet E.2a Bipartisan Infrastructure Law Sign 72 x 48 24 2 48.0

P

M

S e p te m b e r

N

P S

C p w w o r k d S h e e t

E .2 a .d g n

LAW SIGN

BIPARTISAN INFRASTRUCTURE

PROJECT

NUMBER

SHEET

WA ID MT NP MULTI PMS(1) E.2a

NPS PMIS NO.: 309028, 206119, 324283, 324286

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

.2

See NPS Pictograph and Note 3 5 .2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.510.153.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C .3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

Ensure all pictographs are vector-based, vinyl-ready.

All incorporated pictographs are subject to approval. 3.

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

Background - White (retroreflective)

Border - White (retroreflective)

Legend - PMS 1615, Brown (retroreflective)Colors:

NPS PICTOGRAPH

4. Sign placement as directed by CO.