id-a3109721_Plans_PreAd.pdf
PDF 17 MB Posted
- Attached to
- ID Cassia 972(1) West Milner Road Federal contract opportunity
- Solicitation number
- 69056720B000010
About this file
This document provides details on a federal contract opportunity for a transportation project in Idaho. The solicitation is for a pre-solicitation notice regarding a project to improve West Milner Road in Cassia County under solicitation number 69056720B000010. The project involves road construction work with an estimated price range between $3 million to $5 million and a tentative completion date of Fall 2020. The opportunity is designated as a small business set-aside offered through the Department of Transportation Federal Highway Administration. Interested vendors must register through the System for Award Management to view the interested vendors list and additional opportunity details.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| IFB 69056720B000010.pdf | ||
| West Milner_FinalGeotechnicalReport.pdf | ||
| id-a3109721_Plans.pdf | ||
| West Milner_Cross Sections.pdf | ||
| West Milner Prelim Letter.pdf | ||
| PROJECT DESCRIPTION_West Milner.pdf |
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Text version
Preliminary - N ot fo r Construction
GPK FILE DATED: N/A
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR
19601 313025.398 1658823.403 4159.310 42°31'32.38500" -113°55'54.17330" 4111.381 0.99975127 Set FHWA AC 60ft SE of int W Milner Rd and S700W.
19602 312695.705 1657990.680 4161.650 42°31'29.13460" -113°56'05.29791" 4113.714 0.999751125 Set FHWA AC 27ft N of CL W Milner Rd near fence corner.
19603 311197.385 1648216.450 4191.590 42°31'14.38703" -113°58'15.84019" 4143.58 0.999749414 Set FHWA AC 30ft N of CL W. Milner Rd, 4ft W of large rock, 7ft N of fence.
19604 310710.775 1639088.181 4176.830 42°31'09.59281" -114°00'17.74048" 4128.722 0.999750057 Set FHWA AC 46ft S of CL W. Milner Rd, on top bank, ~RP3.8mi.
19605 310576.295 1638055.660 4168.840 42°31'08.26352" -114°00'31.52848" 4120.713 0.999750444 Set FHWA AC 125ft NE of int W Milner Rd/S1100W rd int, 57ft N of CL, 2ft S of fence.
Q423 311136.878 1649151.709 4190.510 42°31'13.78597" -113°58'03.35087" 4142.505 0.999749483 Found Refusal Rod NGS Mark PID#NU1456.
R423 311429.819 1655470.782 4243.750 42°31'16.64730" -113°56'38.96243" 4195.786 0.999747109 Found Refusal Rod NGS Mark PID#NU1457.
SHORT 314888.937 1658866.002 4143.421 42°31'50.79364" -113°55'53.58428" 4095.529 0.99975203 Found Brass Cap USCGS Mark PID#NU1760.
Y75 310613.019 1636857.358 4148.020 42°31'08.62477" -114°00'47.53048" 4099.876 0.999751447 Found Brass Cap USCGS Mark PID#NV0087.
NOTE:
1.
PROJECT : WEST MILNER ROAD, 700W TO 1100W
DATE OF FIELD WORK : SEPTEMBER 2019
DATE OF FINAL ADJUSTMENT : SEPTEMBER 2019
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM : IDAHO CENTRAL ZONE (1102) STATE PLANE COORDINATES
EPOCH DATE : 2010:0000
VERTICAL DATUM : NAVD88 based on Geoid 12B
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.
DESCRIPTION
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CASSIA 972(1)ID
SURVEY CONTROLPreliminary - N
10.4 x 16 20301 -1900
60201 -0800
60202 -0200
60202 -1200
60704 -0000
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REMARKS
See below for numbered footnotes
FEET CUYD EACH LNFT LNFT LNFT EACH Lt Rt 10+00 1 18 1 96 x/P 1,2 88+17 3 208 1 60 4 RT x/P,C 100+07 3 25 1 56 15 RT x/P 109+89 2 24 1 54 1 LT x/P 188+33 2 28 1 58 x/P 220+60 5 1 222+82 3
PROJECT TOTAL 303 5 168 96 60 1
Allowable Pipe Material
NOTE: FOOTNOTE: A Aluminum
1. Steel pipe culvert minimum wall thickness is the thickness required 1. Install culvert 95 feet left of centerline across 700W. AS Aluminized steel by the Std. 602-1 fill height table or as noted on the plans. 2. Double culvert installation. C Concrete
2. Aluminized steel pipe culvert minimum wall thickness is the 3. Do not disturb. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic
3. Aluminum pipe culvert minimum wall thickness is the (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
G.1
SHEET
NUMBER
CASSIA 972(1)ID
Note: The quantities shown hereon are approximate and are subject to field adjustments.
Preliminary - N
| id-a3109721_SectionBQuantities.pdf |
| Sheet |
| Sheet (2) |
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