wa-ep-olym2022-1--1_plans.pdf
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About this file
This document is a comprehensive set of engineering and construction plans for the Olympic NPS ERFO Repairs 2022 project located in Jefferson County, Washington, prepared by the U.S. Department of Transportation Federal Highway Administration. The project involves roadway repairs and bank stabilization along the North Shore Road near Big Creek in Olympic National Park, with a total project length of 0.04 miles. Key technical specifications include roadway excavation (91 cubic yards), clearing and grubbing (425 square yards), roadway aggregate placement (70 cubic yards), and extensive erosion control measures.
The project includes multiple critical components such as temporary stream diversion, bank stabilization using riprap and log barriers, fiber roll installations, and comprehensive revegetation efforts. Mitigation strategies involve placing untreated timber piles, streambed material, and coarse woody debris to stabilize the creek bank. The construction plan incorporates government-furnished plantings including 150 willow stakes, 75 cottonwood stakes, and 20 Western Red Cedar container plants. Temporary traffic control measures will be implemented, including road closure signs, barricades, and portable message signs to manage site access during construction. The project is scheduled for completion in January 2025, with precise geographic coordinates and elevation details provided for precise implementation.
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Text version
BRENT L COE Digitally signed by BRENT L COE Date: 2025.02.18 12:51:16 -08'00'
NPS PMIS No. 335200 NPS Drwg No. 149/195306
Sheet and Description
Section D Section E Section F Section G Section H
PLAN - PROFILE
SOIL EROSION
AND SEDIMENT
CONTROL
BANK
STABILIZATION
TEMPORARY
TRAFFIC
CONTROL
PLANTING 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 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION LPSM All ALL
A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 188 12 200
A0160 20103-0000 CLEARING AND GRUBBING SQYD 425 25 450
A0180 20401-0000 ROADWAY EXCAVATION CUYD 91 9 100
A0200 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 778 42 820
A0220 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 70 10 80
A0240 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY HOUR 60
A0260 62201-3100 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM
FLYWHEEL POWER HOUR 60
A0280 62301-0000 GENERAL LABOR HOUR 80
A0300 62502-0000 TURF ESTABLISHMENT (GOVERNMENT-FURNISHED SEED) SQYD 389 21 410
A0320 62632-0000 PLANTINGS (GOVERNMENT FURNISHED) LPSM All ALL
A0340 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 75 15 90
A0360 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 3 3
A0380 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 3 3
A0400 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 5 5
A0420 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 95.5 14.5 110.0
A0440 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 45 45
A0460 64703-4000 MITIGATION, LOG BARRIER EACH 18 2 20
A0480 64703-5000 MITIGATION, ROOT WAD EACH 21 21
A0500 64703-8000 MITIGATION, BANK STABILIZATION (UNTREATED TIMBER PILE) EACH 18 18
A0520 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 78 12 90
A0540 64704-1700 MITIGATION, BANK STABILIZATION (COARSE WOODY DEBRIS) CUYD 245 35 280
MileStone: 100% PS&E Date Completed: 02/07/25 Report Date: 02/07/25
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES
7-
Fe b-
0:
A
M
Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities c:
\p w -w or k\ d0 ee ba cs
-s um m ar y-qu an ti tie s.
xl sm ]S he et
PROJECT
B.1WA ERFO NPS OLYM 2022-1 (1)
SHEET
NUMBER
PROJECT UNITS : International Foot
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
23201 209267.514 918303.871 279.622 47°32'09.896004"N 123°45'26.485172"W 208.6436 0.999983497 5/8" ir w/fhwa alum cap 1.
23202 209359.933 918542.561 278.640 47°32'10.896932"N 123°45'23.060215"W 207.6916 0.999983494 5/8" ir w/fhwa alum cap
23203 209409.701 918737.123 279.713 47°32'11.460665"N 123°45'20.254279"W 208.775 0.999983414 hub&tack
23204 209437.137 918877.078 278.965 47°32'11.783678"N 123°45'18.231237"W 208.0341 0.999983434 hub&tack
23205 209460.958 919079.808 279.155 47°32'12.094541"N 123°45'15.291968"W 208.2337 0.999983409 5/8" ir w/fhwa alum cap
23206 209535.536 919396.157 281.466 47°32'12.948496"N 123°45'10.726061"W 210.5609 0.999983256 5/8" ir w/fhwa alum cap
PROJECT :NPS ERFO Repairs 2022 Big Creek Culvert DATE OF FIELD WORK :April 2023
DATE OF FINAL ADJUSTMENT :4/18/2023
COORDINATE SYSTEM : Washington North SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18
EPOCH DATE : 2010.0000
CADD COORDINATE SYSTEM :WA83/2011-NIF NSRS11(NAD83/2011) Washington, North Zone, International 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.
C
M yF ile s\
Pr oj ec ts
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PS
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EP
A
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D es ig ne d by
C he ck ed b y:
PROJECT
D.1
SHEET
NUMBER
WA ERFO NPS OLYM 2022-1 (1)
SURVEY CONTROL
NPS PMIS No. 335200 NPS DRWG. No. 149/195306
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