waa-pacifi12800-2_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2025.01.08 15:15:45 -08'00'

Sheet and Description

Section D Section E Section F Section G Section H Section I

Plan-Profile Soil Erosion and Sediment Control

Drainage Cellular

Confinement System

Temporary Traffic Control

Plan

Permanent Traffic Control

Plan Allowance

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LPSM All ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 145 15 160

A0160 20103-0000 CLEARING AND GRUBBING SQYD 545 35 580

A0180 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0200 20401-0000 ROADWAY EXCAVATION CUYD 637 63 700

A0220 20410-0000 SELECT BORROW CUYD 10 5 15

A0240 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE A (WOVEN) SQYD 1,152 148 1,300

A0260 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE D (NON-WOVEN) SQYD 1,053 147 1,200

A0280 20802-0000 FOUNDATION FILL CUYD 293 17 310

A0300 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 484 667 99 1,250

A0320 40302-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (3-INCH DEPTH) SQYD 1,944 106 2,050

A0340 60201-0600 18-INCH PIPE CULVERT LNFT 64 6 70

A0360 60201-0800 24-INCH PIPE CULVERT LNFT 32 8 40

A0380 61108-1000 ADJUST WATER VALVE EACH 1 1

A0400 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 60

A0420 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 60

A0440 62201-3000 HYDRAULIC EXCAVATOR HOUR 40

A0460 62301-0000 GENERAL LABOR HOUR 80

A0480 62502-0000 TURF ESTABLISHMENT SQYD 510 30 540

A0500 62903-0000 CELLULAR CONFINEMENT SYSTEM (8-INCH) SQYD 1,152 48 1,200

A0520 62903-0000 CELLULAR CONFINEMENT SYSTEM (6-INCH) SQYD 977 23 1,000

A0540 63302-0000 SIGN SYSTEM SQFT 18 18

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 3,130 70 3,200

A0580 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0600 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 2 2

A0620 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,340 70 1,410

A0640 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 72 72

A0660 64502-0000 LOCATE UTILITIES (POTHOLING) EACH 5 5

MileStone: 100% PS&E Date Completed: 01/06/25 Report Date: 01/15/25

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

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A

M

Remarks and/or Determination of Estimated Quantity

Pay Item Description Unit

Estimated Quantities c:

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PROJECT

B.1WA FLAP PACIFI 12800(2)

SHEET

NUMBER

PROJECT UNITS : US SURVEY FOOT

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

23101 394714.356 758125.172 9.167 46°21'43.620831"N 123°59'45.243170"W -69.6814 0.999925464 5/8" ir w/FHWA Alum cap 1.

23102 394215.576 757718.423 10.813 46°21'38.523708"N 123°59'50.722284"W -68.0659 0.999925483 5/8" ir w/FHWA Alum cap

23103 393806.250 757387.670 11.285 46°21'34.342010"N 123°59'55.175122"W -67.6185 0.99992554 5/8" ir w/FHWA Alum cap

23104 393464.676 757167.014 25.935 46°21'30.876669"N 123°59'58.102329"W -52.9848 0.999924907 5/8" ir w/FHWA Alum cap

23105 393158.417 756946.623 50.108 46°21'27.759713"N 124°00'01.047996"W -28.8281 0.999923812 5/8" ir w/FHWA Alum cap

23106 392879.490 756761.672 61.367 46°21'24.927819"N 124°00'03.506048"W -17.5827 0.999923329 5/8" ir w/FHWA Alum cap

23107 392775.556 756572.008 66.008 46°21'23.819694"N 124°00'06.141892"W -12.956 0.99992313 5/8" ir w/FHWA Alum cap

23108 392836.401 756300.486 69.000 46°21'24.300791"N 124°00'10.047993"W -9.9847 0.999922979 5/8" ir w/FHWA Alum cap

23109 392940.819 755958.719 58.002 46°21'25.180789"N 124°00'14.982287"W -21.0089 0.999923488 5/8" ir w/FHWA Alum cap

23110 393024.259 755646.067 54.010 46°21'25.866604"N 124°00'19.488614"W -25.0247 0.999923667 5/8" ir w/FHWA Alum cap

23111 393153.916 755386.734 44.346 46°21'27.031571"N 124°00'23.264768"W -34.7085 0.999924107 5/8" ir w/FHWA Alum cap

23112 393255.606 754669.522 15.244 46°21'27.719690"N 124°00'33.545430"W -63.8638 0.999925487 5/8" ir w/FHWA Alum cap

23113 393186.662 754083.513 16.150 46°21'26.782354"N 124°00'41.848977"W -63.0018 0.999925464 5/8" ir w/FHWA Alum cap

23114 392853.352 753814.088 15.832 46°21'23.376748"N 124°00'45.475160"W -63.3396 0.999925545 5/8" ir w/FHWA Alum cap

23115 392644.780 753678.523 22.641 46°21'21.260160"N 124°00'47.273737"W -56.5405 0.999925261 5/8" ir w/FHWA Alum cap

PROJECT : 67th Place Public Enhancement to Willapa NWR DATE OF FIELD WORK : March 2023 DATE OF FINAL ADJUSTMENT : March 2023

COORDINATE SYSTEM : Washington South SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.0000

CADD COORDINATE SYSTEM : WA83/2011-SF NSRS11(NAD83/2011) Washington, South Zone, US Foot

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.

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D es ig ne d by

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PROJECT

D.1

SHEET

NUMBER

WA FLAP PACIFI 12800(2)

SURVEY CONTROL

10.4 x 16 20301 -1900

60201 -0600

60201 -0800

Station

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REMARKS

See below for numbered notes

FEET CUYD EACH LNFT LNFT Lt Rt 14+61.13 1 13 1 32 P 15+90.00 2 12 32 P 16+60.00 2 13 32 P

PROJECT TOTAL 38 1 64 32

Allowable Pipe Material

NOTE: A Aluminum

1. Structural excavation quantity based on material excavated inside the vertical planes located AS Aluminized steel 18 inches outside and parallel to the limits of footings or foundations. C Concrete

GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

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TABULATION OF DRAINAGE QUANTITIES

PROJECT

F.1WA FLAP PACIFI 12800(2)

SHEET

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