Coquille_Nav_Marker_Final_Dwg_Combined_with_ATON_Revised_x2.pdf

PDF 5 MB Posted Jun 15, 2017

Attached to: Coquille River Navigation Marker Federal contract opportunity
Solicitation number: W9127N-17-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Updated Drawings to change material dimensions and clarify methodology requirements.

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Other files for this federal contract opportunity

Other files attached to Coquille River Navigation Marker, newest first.
File	Type	Posted
A.07.23CoquilleNavigationAmendment2.pdf	PDF	Jun 15, 2017
COQUILLE_NAV_MARKERS_FINAL_DWG_COMBINED.PDF	PDF	Jun 1, 2017
A.07.23CoquilleNavigationAmendment1.pdf	PDF	Jun 1, 2017
A.07.23_Drawings_17-B-0010.pdf	PDF	May 18, 2017
A.07.23_Coquille_Navigation_Solicitation_Package.pdf	PDF	May 18, 2017

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PROJECT SITE

LOCATION MAP

BANDON, OR

SOUTH JETTY

NORTH JETTY

COQUILLE PILE DIKE NAVIGATION MARKERS

PROJECT LOCATION

VICINITY MAP

COOS

BAY

TILLAMOOK

BANDON

INDEX

FILE NUMBER SHEET NUMBER TITLE

C-1 INDEX OF DRAWINGS AND PROJECT LOCATION

C-2 SITE PLAN, SURVEY CONTROL, ACCESS AND STAGING

C-3 EXISTING CONDITIONS

C-4 PILE DIKE SECTIONS

C-5 NAVIGATION MARKER PLAN

US COAST GUARD STANDARD AIDS TO NAVIGATION

ATON-STD-03 3 PIPE PILE RANGE STRUCTURE

ATON-STD-9 5'X5' PLATFORM

ATON-STD-11 LADDER DETAIL

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C O Q U I L L E R I V E R

GUARD

EAST BASE

POINT 2

ROCK

MON 1

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CONTROL MONUMENTS

NAME LATITUDE LONGITUDE NORTHING EASTING ELEV. NAVD 88 ELEV. MLLW

ROCK 43° 07' 25.63363" N 124° 25' 26.57410" W 555,574.81 3,874,090.40

MON 1 43° 07' 26.56673" N 124° 25' 28.80579" W 555,676.92 3,873,929.51

EAST BASE 43° 07' 12.24502" N 124° 24' 57.46956" W 554,119.91 3,876,182.92

GAURD 43° 07' 12.28840" N 124° 25' 04.16602" W 554,147.51 3,875,687.06

POINT 2 43° 07' 12.12092" N 124° 25' 21.17600" W 554,189.60 3,874,426.20

943 2373 TIDAL 2 43° 07' 08.33834" N 124° 24' 52.35190" W 553,707.11 3,876,543.55 13.53 13.62

943 2373 TIDAL 5 43° 07' 13.42404" N 124° 25' 04.62208" W 554,263.94 3,875,658.66 20.46 20.55

SITE PLAN

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COQUILLE RIVER LIGHTHOUSE

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ORIGINAL CENTERLINE

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PI STA 0+00 RNG 0.0 NORTHING=555224.08 EASTING=3875756.20

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PI STA 5+50 RNG 0.0 NORTHING=554996.01 EASTING=3876256.69

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STA 7+35 RNG 0.0 NORTHING=554813.85 EASTING=3876224.45

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PI STA -5+00 RNG 0.0 NORTHING=555339.50 EASTING=3875269.70

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PARK RD

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JETTY RD SW

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EDISON AVE SW

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1ST ST SW

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BANDON, OR

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POTENTIAL STAGING AREA FOR NAVIGATION MARKERS

AutoCAD SHX Text TIDAL INFORMATION: BANDON, OR (43°07'N/124°25'W)MEAN HIGHER HIGH WATER (MHHW) = 7.6' MEAN HIGH WATER (MHW) = 7.0' MEAN LOW WATER (MLW) = 1.3' MEAN LOWER LOW WATER (MLLW) = 0.0' DATUM

AutoCAD SHX Text

1. THE CONTRACTOR SHALL LAYOUT WORK BASED ON THE CONTRACTOR SHALL LAYOUT WORK BASED ON HORIZONTAL AND VERTICAL CONTROL INDICATED IN THESE CONTRACT DRAWINGS. 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONDUCTED IN 2010 AND CAN ONLY BE CONSIDERED TO REPRESENT THE GENERAL CONDITION EXISTING AT THAT TIME. 3. CONTOUR INTERVAL 2 FEET. CONTOUR INTERVAL 2 FEET. 4. PROJECT STAGING AND PARKING TO BE COORDINATED BY PROJECT STAGING AND PARKING TO BE COORDINATED BY CONTRACTOR. POTENTIAL AREAS IN VICINITY OF PROJECT SHOWN.

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SCALE IN FEET

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PROJECT DATUM:

AutoCAD SHX Text A. HORIZONTAL COORDINATES ARE REFERENCED TO HORIZONTAL COORDINATES ARE REFERENCED TO DATUM: NAD 83 (CORS 96) (EPOCH 2002.0000) PROJECTION: OREGON SOUTH STATE PLANE ZONE (3602) UNIT: US SURVEY FEET B. VERTICAL COORDINATES ARE REFERENCED TO VERTICAL COORDINATES ARE REFERENCED TO GEODETIC DATUM: NAVD 1988 TIDAL DATUM: MLLW 1983-2001 EPOCH UNIT: FOOT PRIMARY BENCHMARK: 943 2373 TIDAL 2 N 553706.00, E 3876535.80 ELEVATION: 13.53 NAVD88, 13.62 MLLW

NOTE:

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END OF EXISTING

PILE DIKE - 7+35

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NORTHING = 555009

EASTING = 3876278

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DIKE CENTERLINE

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RNG 0.0

NORTHING = 555224.078

EASTING = 3875756.198

SCALE: 1:30

PILE DIKE - PLAN

SCALE: 1:30

PILE DIKE - PROFILE

1. REMOVE REMAINING PILE DIKE TIMBER PILE, REMAINING DAMAGED NAVIGATION HAZARD MARKERS, AND WOOD AS SHOWN ON PHOTO (RIGHT). ALL DEBRIS REQUIRING REMOVAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY AT AN UPLAND DISPOSAL SITE. ANY FEES REQUIRED FOR DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTROL OF ALL MARKER PLACEMENT SHALL BE BY NEAT LINE SURVEYS. ALL SURVEYS AND PROCESSING

SHALL BE PERFORMED BY AN INDEPENDENT LICENSED SURVEYOR.

3. CONTOUR INTERVAL 2 FOOT.

2H:1V

SLOPE TYP.

2H:1V

SLOPE TYP.

NAVIGATION HAZARD MARKERS

NOT SHOWN FOR CLARITY

REFER TO SHEET C-5

EXISTING DIKE AT LOW TIDE

NOTES:

DILAPIDATED MARKER

(TO BE REMOVED)

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STA 7+35 RNG 0.0 NORTHING=554813.85 EASTING=3876224.45

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SECTION AT ATON #1

STA 5+50C-5

A SECTION AT ATON #2

STA 7+00C-5

CHANNEL SIDE

EXISTING BOTTOM

ELEV. 14'

ELEV. -19'

EXISTING CENTERLINE

EMBAYMENT SIDE

EXISTING

BOTTOM

ELEV. 14'

ELEV. -21'

NEW 3 PILE

GROUP MARKER

EXISTING CENTERLINE

CHANNEL SIDE EMBAYMENT SIDE

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NAVIGATION HAZARD MARKER PROFILE (TYP)

EXISTING

ATON-STD-03 3 PIPE PILE

RANGE STRUCTURE

NAVIGATION HAZARD MARKER

PI STA 7+00

RNG 0.0

NORTHING = 554848

EASTING = 3876256

ATON-STD-03 3 PIPE PILE

RANGE STRUCTURE

NAVIGATION HAZARD MARKER

PI STA 5+50

RNG 0.0

NORTHING = 555009

EASTING = 3876278

EXISTING PILE DIKE CENTERLINE

18"Ø x 1/2"t OR GREATER STEEL PIPE

PILE PILE SUPPLY LENGTH: 35'

SUPPLY LENGTH AS SHOWN ON C-4

PLUS 5 FEET

EXISTING ENROCKMENT

APPROXIMATE

US COAST GUARD STD ATON

NAVIGATION MARKER STRUCTURE

5'x5' PLATFORM, 5' LADDER

ONLY ONE PILE SHOWN FOR CLARITY

BASE OF MARKER - ELEV. 14'

EXISTING GROUND

D R

7.6 MHHW

0.0' MLLW

NOTES:

1. REMOVE REMAINING DAMAGED NAVIGATION HAZARD MARKERS AND WOOD AND

OTHER DEBRIS FROM PILE DIKE ENROCKMENT REPAIR AREA PRIOR TO

CONSTRUCTION OF NEW NAVIGATION HAZARD MARKERS. ALL DEBRIS REQUIRING

REMOVAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE

REMOVED FROM THE SITE AND DISPOSED OF LEGALLY AT AN UPLAND DISPOSAL

SITE. ANY FEES REQUIRED FOR DISPOSAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

2. STEEL PIPE PILE SHALL BE ASTM A252 GRADE 3 WITH 45 KSI MIN YIELD.

3. PIPE PILE INSTALLATION

ANY HAMMER OR EQUIPMENT THAT CAUSES DAMAGE TO THE PILE DURING

INSTALLATION OPERATIONS SHALL BE SUBSTITUTED WITH ACCEPTABLE ALTERNATE

EQUIPMENT AT NO ADDITIONAL EXPENSE TO THE OWNER.

PILE SHALL BE PLACED WITHIN TWO-PERCENT OF VERTICAL ALIGNMENT AND WITHIN

36 INCHES OF SPECIFIED HORIZONTAL LOCATION AT CUT-OFF. PILE PLACED OUTSIDE

THESE TOLERANCES WILL REQUIRE PULLING AND RE-SETTING AS DIRECTED BY THE

CONTRACTING OFFICER.

ALL PILE INSTALLATION SHALL BE CONDUCTED WITH THE CONTRACTING OFFICER

PRESENT. THE CONTRACTOR SHALL ASSIST THE CONTRACTING OFFICER IN

MONITORING PILE PLACEMENT.

PILES SHALL BE SUPPLIED 5 FEET LONGER THAN THE LENGTH SPECIFIED IN THE

DRAWINGS. CONTRACTOR SHALL CUT TOP OF PILE TO SPECIFIED ELEVATION

POST-INSTALLATION. ALL EXCESS STEEL PILE CUTOFFS SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.

NAVIGATION HAZARD MARKERS AND SUPPORT STRUCTURE(S) SHALL BE

MANUFACTURED AND INSTALLED PER THE U.S. COAST GUARD STANDARD AIDS TO

NAVIGATION PLANS, SPECIFICATIONS, AND TECHNICAL MANUAL. U.S.COAST GUARD

STANDARD DRAWINGS ARE INCLUDED AS SUPPLEMENTAL SHEETS WITH THESE

CONTRACT DRAWINGS.

4. CONTOUR INTERVAL 2 FOOT.

NAVIGATION HAZARD MARKER LOCATIONS

SCALE: 1"= 30'

30' 0 30'

VARIES

LIGHTS AND BOARDS

BY OTHERS

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/2 g2ecdjsa Polygon

Line g2ecdjsa Text Box Replace all specified thicknesses of 3/8" or 5/8" with "1/2-inch or greater"

Polygon

C-1_INDEX OF DRAWINGS_FINAL

C-2_SITE PLAN_FINAL

C-3_PILE DIKE PLAN AND PROFILE_FINAL

C-4_PILE DIKE SECTIONS_FINAL

C-5_NEW NAVIGATION MARKERS_FINAL

ATON Drawings.pdf

C-1_INDEX OF DRAWINGS_FINAL

C-2_SITE PLAN_FINAL

C-3_PILE DIKE PLAN AND PROFILE_FINAL

C-4_PILE DIKE SECTIONS_FINAL

C-5_NEW NAVIGATION MARKERS_FINAL

File details come from the government source that posted it. Updated Nov 14, 2017.