OR UNION 101(1)_PrelimPlans.pdf
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- Solicitation number
- 69056721B000012
About this file
This document package includes preliminary plans and specifications for the North Powder River Lane Reconstruction project. The plans outline design details for road reconstruction including estimated excavation quantities, culvert installations between station 46+50 to 232+40 ranging in size from 18 to 36 inches, as well as end section requirements. The related pre-solicitation opportunity posted by the Department of Transportation Federal Highway Administration seeks bids for construction in accordance with the specifications, with the solicitation number 69056721B000012 and opportunity closing date yet to be determined.
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| File | Type | Posted |
|---|---|---|
| North Powder River Lane Reconstruction_Prelim Letter_2021.pdf | ||
| PROJECT DESCRIPTION.pdf |
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PRELIMINARY - N
OT FOR CONSTRUCTION
OR UNION 101(1) A.2
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
19101 496460.302 8854071.084 3370.035 45°00'01.903299"N 117°58'44.300563"W 3313.7122 0.999740556 5/8" IR W/FHWA ALUM CAP 1.
19102 496642.114 8853117.324 3376.436 45°00'03.991387"N 117°58'57.489859"W 3320.1155 0.999740221 5/8" IR W/FHWA ALUM CAP
19201 497005.450 8851129.941 3402.339 45°00'08.187938"N 117°59'24.980389"W 3346.0267 0.999738924 5/8" IR W/FHWA ALUM CAP
19202 496557.937 8850439.459 3396.939 45°00'03.982685"N 117°59'34.779529"W 3340.6297 0.999739241 5/8" IR W/FHWA ALUM CAP
PROJECT :North Powder River Lane reconstruction
DATE OF FIELD WORK : 8/2019
PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon North SPCS NAD83 2011
EPOCH DATE : 2010.0000
VERTICAL DATUM :Orthometric elevations based on the NAVD88 GEOID12b
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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STATE PROJECT
D.5
SHEET
NUMBER
UNION 101(1)OR
SURVEY CONTROLPRELIMINARY - N
10.4 x 16 20301 -1900
60201 -0600
60201 -0800
60201 -1000
60210 -0600
60210 -0800
60210 -1000
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REMARKS
See below for numbered notes
FEET CUYD EACH LNFT LNFT LNFT EACH EACH EACH Lt Rt
46+50 2 59 70 2 A,AS, GS
55+10 5 70 1 50 2 A,AS, GS
103+80 6 126 1 80 2 A,AS, GS
113+60 3 50 1 50 2 A,AS, GS
116+80 1 25 1 50 A,AS, GS 6
123+60 5 70 1 50 2 A,AS, GS
129+60 5 70 1 50 2 A,AS, GS
147+90 5 70 1 50 2 A,AS, GS
157+60 5 70 1 50 2 A,AS, GS
164+80 2 62 1 50 2 A,AS, GS
172+50 5 70 1 50 2 A,AS, GS
174+10 4 85 1 70 2 A,AS, GS
180+25 3 50 1 50 2 A,AS, GS
184+90 2 40 60 2 A,AS, GS
187+15 2 44 65 2 A,AS, GS
206+50 2 42 1 50 2 A,AS, GS
232+40 2 42 1 50 2 A,AS, GS
PROJECT TOTAL 1045 14 175 720 50 4 26 2
Allowable Pipe Material
NOTE: A Aluminum
1. Steel pipe culvert minimum wall thickness is the larger of 0.79" or the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete
2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.75" or the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 6. Culvert is on approach road P Plastic
3. Aluminum pipe culvert minimum wall thickness is the larger of 0.75" or the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
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STATE PROJECT
E.1
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NUMBER
UNION 101(1)OR
Note: The quantities shown hereon are approximate and are subject to field adjustments.
OR UNION 101(1) E.2
PRELIMINARY - NOT FOR CONSTRUCTION
OR UNION 101(1) E.3
OR UNION 101(1) E.4
OR UNION 101(1) E.5
OR UNION 101(1) F.3
OR UNION 101(1) G.3
OR UNION 101(1) G.4
OR UNION 101(1) G.5
OR UNION 101(1) G.6
UNION 101(1)OR .
OR .UNION 101(1)
.UNION 101(1)OR
OR UNION 101(1) H.9
OR UNION 101(1) H.10
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