waa-jeffer134309-2_plans_IFB.pdf
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- 69056725B000014
About this file
Summary
This document is a set of Plans for Proposed Project consisting of detailed engineering drawings, specifications, and quantity schedules for the Two Trout Creek Culvert Replacement project (WA FLAP JEFFER 134309(2)) located in Jefferson County, Washington. The project involves replacing two existing 48-inch culverts with a precast reinforced concrete box culvert (18 feet span, 12 feet rise) at a project length of 0.095 miles. The construction type is box culvert installation, with design standards per FP-24 (Federal Highway Administration Specifications for Construction of Roads and Bridges on Federal Highway Projects).
The project includes comprehensive quantities for roadway work, erosion and sediment control, drainage infrastructure, safety features, temporary traffic control, and environmental mitigation. Key work items include: clearing and grubbing (826 square yards); roadway excavation (1,269 cubic yards); precast reinforced concrete box culvert (52 linear feet); guardrail system MGS Type 2 (200 linear feet); silt fence (880 linear feet); fiber roll (360 linear feet); temporary traffic control devices and signage; environmental design elements including rock weirs (5 each), fish passage boulders (3 each), baffles for sediment retention (3 each), and streambed material (305 cubic yards). Environmental mitigation also includes pole and container plantings of native species (Pacific willow, Sitka willow, black cottonwood, western hemlock, Sitka spruce, red alder, big-leaf maple, red elderberry, and vine maple) at specified densities, engineered log jams, and root wads for bank stabilization. Plans include detailed sections on temporary stream diversion channels, erosion control installation details, culvert design specifications, guardrail configurations, and comprehensive temporary traffic control plans with advance signing and channelizing device layouts.
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BRENT LEE COE Digitally signed by BRENT LEE COE Date: 2026.02.03 16:57:25 -08'00'
Sheet and Description
D E F G H I
Plan-Profile Erosion and Sediment Control
Safety Drainage Temporary
Traffic Control Plan
Environmental Mitigation
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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 880 120 1000
A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 360 90 450
A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM,(Fiber Roll) EACH 15 2 17
A0180 20103-0000 CLEARING AND GRUBBING SQYD 826 124 950
A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2
A0220 20401-0000 ROADWAY EXCAVATION CUYD 1269 231 1500
A0240 20702-0000 STABILIZATION GEOTEXTILE SQYD 1436 164 1600
A0260 25101-0300 PLACED RIPRAP, CLASS 3 CUYD 45 5 50
A0280 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 420 50 470
A0300 30302-6000 ROADWAY RECONDITIONING LNFT 220 30 250
A0320 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT,(18 Feet Span, 12 Feet Rise) LNFT 52 52
A0340 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A, STEEL POSTS LNFT 200 25 225
A0360 61702-1500 TERMINAL SYSTEM, TYPE MGS TANGENT EACH 4 4
A0380 62201-0350 BACKHOE LOADER HOUR 60
A0400 62201-2050 ROLLER HOUR 8
A0420 62201-3750 CHAIN SAW HOUR 20
A0440 62301-0000 GENERAL LABOR HOUR 100
A0460 62502-0000 TURF ESTABLISHMENT SQYD 725 75 800
A0480 62603-0000 PLANTINGS LPSM ALL
A0500 62801-0000 TEMPORARY STREAM DIVERSION LPSM ALL
A0520 62901-0000 ROLLED EROSION CONTROL PRODUCT,(Woven Coir Fabric) SQYD 550 50 600
A0540 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM ALL
A0560 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM ALL
A0580 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 120 120
A0600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 12 12
A0620 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 6 6
A0640 63503-0400 TEMPORARY TRAFFIC CONTROL, PORTABLE TRAFFIC BARRIER LNFT 200 200
A0660 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 171 49 220
A0680 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 100 100
A0700 64703-3010 ENVIRONMENTAL DESIGN, ROCK WEIR EACH 5 5
PAY ITEM
NUMBER
LINE
ITEM
NO.
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8:
P M
A M E N D
SUMMARY OF QUANTITIES
Milestone: Signoff; Date Completed: 1/29/2026
Remarks and/or Determination of
Estimated Quantity
Estimated Quantities
ALLOW-
ANCEUNITPAY ITEM DESCRIPTION
PROJECT
B.1WA FLAP JEFFER 134309(2)
SHEET
NUMBER
Sheet and Description
D E F G H I
Plan-Profile Erosion and Sediment Control
Safety Drainage Temporary
Traffic Control Plan
Environmental Mitigation
BID
SCHEDULE
A0720 64703-4000 ENVIRONMENTAL DESIGN, LOG BARRIER EACH 2 2
A0740 64703-5000 ENVIRONMENTAL DESIGN, ROOT WAD EACH 12 12
A0760 64703-6000 ENVIRONMENTAL DESIGN, FISH PASSAGE BOULDER EACH 3 3
A0780 64703-7000 ENVIRONMENTAL DESIGN, BAFFLE,(Sediment Retention Sill) EACH 3 3
A0800 64703-8000 ENVIRONMENTAL DESIGN, BANK STABILIZATION,(Untreated Timber Pile) EACH 12 12
A0820 64704-1000 ENVIRONMENTAL DESIGN, STREAMBED MATERIAL CUYD 305 55 360
ALLOW-
ANCE
Estimated Quantities Remarks and/or
Determination of Estimated Quantity
C
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2)
SUMMARY OF QUANTITIES
A M E N D
LINE
ITEM
NO.
-J an -2
8:
P M
Milestone: Signoff; Date Completed: 1/29/2026
PAY ITEM
NUMBER PAY ITEM DESCRIPTION UNIT
PROJECT
B.2WA FLAP JEFFER 134309(2)
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ORTHOMETRIC
ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
22001 314094.451 799223.194 410.966 47°48'35.136121"N 124°15'28.170982"W 336.2974 0.999940579 5/8"ir w/fhwa alum cap 1.
22002 313989.097 799185.720 415.224 47°48'34.080932"N 124°15'28.650795"W 340.5502 0.999940403 5/8"ir w/fhwa alum cap
22003 313787.395 799217.165 411.047 47°48'32.106058"N 124°15'28.059109"W 336.3679 0.999940654 5/8"ir w/fhwa alum cap
22004 313607.156 799085.807 390.577 47°48'30.271320"N 124°15'29.864182"W 315.8861 0.99994168 5/8"ir w/fhwa alum cap
22005 313376.192 798773.344 370.444 47°48'27.856911"N 124°15'34.286743"W 295.7317 0.999942706 5/8"ir w/fhwa alum cap
22006 312798.471 798559.608 330.867 47°48'22.066988"N 124°15'37.038134"W 256.1259 0.999944749 5/8"ir w/fhwa alum cap
22007 312621.378 798196.908 307.795 47°48'20.161561"N 124°15'42.230772"W 233.0287 0.999945902 5/8"ir w/fhwa alum cap
22008 312118.404 798126.957 279.483 47°48'15.171756"N 124°15'42.926338"W 204.6966 0.999947387 5/8"ir w/fhwa alum cap
22009 311925.833 797996.827 262.663 47°48'13.215905"N 124°15'44.705084"W 187.8643 0.999948243 5/8"ir w/fhwa alum cap
TROUT1 310831.051 797471.351 225.960 47°48'02.190867"N 124°15'51.680365"W 151.1013 0.999950292 5/8"ir w/fhwa alum cap
TROUT2 310431.612 797200.474 224.331 47°47'58.133448"N 124°15'55.383413"W 149.4469 0.999950479 5/8"ir w/fhwa alum cap
COORDINATE SYSTEM : Washington North SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18
EPOCH DATE : 2010.000
CADD SYSTEM COORDINATE SYSTEM : WA83/2011-NF NSRS11(NAD83/2011) Washington, North Zone, US Foot
PROJECT : Two Trout Creek Culvert Replacement DATE OF FIELD WORK :Multiple entries
PROJECT UNITS : US SURVEY FOOT
-O ct -2
9:
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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.
PROJECT
D.1WA FLAP JEFFER 134309(2)
SHEET
SURVEY CONTROL
:2
A
M
J a n u a r y
P la n a n d P r o f il e Q u a n ti ty c p w w o r k w f l\ d
\D .2
P la n a n d P r o f il e Q ty .d g n
TABULATION OF QUANTITIES
PROJECT
D.2
WA FLAP JEFFER 134309(2)
E.4
E.5
E.6
E.7
E.8
WA FLAP JEFFER 134309(2) F.1
WA FLAP JEFFER 134309(2) F.2
WA FLAP JEFFER 134309(2) F.3
10.4 x 16 25101 -0300
60220 -0000
64703 -3010
64703 -6000
64703 -7000
64704 -1000
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REMARKS
See below for numbered notes
FEET CUYD CUYD LNFT EACH EACH EACH CUYD Lt Rt 5+65.35 7 1171 45 52 5 3 3 305 98 C See headwall detail See headwall detail
PROJECT TOTAL 1171 45 52 5 3 3 305
Allowable Pipe Material
C Concrete
NOTE:
1. Structural excavation quantity based on material excavated inside the vertical planes located 18 inches outside and parallel to the limits of footings or foundations and excavation required for channel grading.
PAY ITEM NUMBER
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TABULATION OF DRAINAGE QUANTITIES
PROJECT
G.1WA FLAP JEFFER 134309(2)
SHEET
NUMBERNote: The quantities shown hereon are approximate and are subject to field adjustments.
WA FLAP JEFFER 134309(2) H.3
WA FLAP JEFFER 134309(2) H.4
H.5
WA FLAP JEFFER 134309(2) H.6
WA FLAP JEFFER 134309(2) H.7
NOTE:
See Sheet I.2 for approximate locations.
The CO will locate exact planting locations in the field. 1.
:4
P
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TABULATION OF QUANTITIES
PROJECT
I.1
3 4
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N
Slope stake limits
Construction Limit
Plantings, pole plantings
(See sheet I.3)
Plantings, container
NOTE:
Install Plantings as directed.
directed to be removed.
the construction limit and slope stake limit unless
Preserve and protect all trees located between removed by others.
Trees within the slope stake limits are to be 1.
2.
3.
:1
P
J a n u a r y
M a in
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S h e e t] p w w o r k w f l\ d
\I .2
P la n ti n g
T r e e r e m o v a l p la n .d g n
PLANTING PLAN
PROJECT
I.2
WA FLAP JEFFER 134309(2) I.3
File details come from the government source that posted it. Updated .