B08_Attachment_8_Preliminary_Survey.pdf
PDF 944 KB Posted
- Attached to
- SALMON CREW QUARTERS CONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L0625R0009
About this file
This document is a preliminary survey drawing for the Salmon Fire Station Survey, prepared by J-U-B Engineers, Inc. on 12/4/2023, depicting a detailed site survey with survey control points, geographic coordinates, and boundary information for a specific location. The survey uses the NAD 83 (NSRS2007) horizontal datum and North American Vertical Datum 1988 (NAVD88), with coordinates calculated using a combined factor derived from a specific mile post on US-93. The drawing includes precise northing, easting, and elevation data for multiple survey control points, with descriptions noting Bureau of Land Management (BLM) aluminum caps and pipes, and various site features such as property lines, road edges, utility lines, and topographical contours. The survey was originally conducted by the Bureau of Land Management, with referenced survey volumes from July 1999 and April 1996, and is marked as being in the 100% design phase with a clear notation that it is not for construction purposes.
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| Sol_140L0625R0009_Amd_0001.pdf | ||
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| Sol_140L0625R0009.pdf | ||
| B08_Attachment_7_Geotechnical_Report.pdf | ||
| B08_Attachment_5_Concept_Site_Plan.pdf | ||
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| B08_Attachment_9_Past_Performance_Questionnaire.docx | DOCX document | |
| B08_Attachment_2_FBB_Quarters_Drawings.pdf | ||
| B08_Attachment_1_Statement_of_Work_Salmon_Crew_Quarters.pdf | ||
| B08_Attachment_4_Aerial.pdf | ||
| B08_Attachment_6_BLM_Building_Codes_and_Standards.pdf | ||
| B08_Attachment_3_Access_Control_Detail.pdf |
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Text version
SURVEY CONTROL
POINT #
NORTHING
1274440.60
1274437.77
1275113.25
1274442.20
EASTING
1668731.72
1668474.59
1668473.67
1668864.89
ELEVATION
3963.32'
3962.97'
3958.66'
3963.76'
DESCRIPTION
P5S JUB CNT
1995 BLM ALUMINUM
CAP & PIPE
1995 BLM ALUMINUM
CAP & PIPE
1995(98) BLM
ALUMINUM CAP & PIPE
POINT #
NORTHING
1273788.07
1273788.32
1273807.26
1273991.31
1273992.44
1274122.55
1274122.93
1274281.37
1274440.18
1274437.77
1274546.97
1275113.25
1274442.47
1274847.75
1274442.20
EASTING
1669054.82
1668934.66
1668934.79
1668935.88
1668808.55
1668808.90
1668686.39
1668685.84
1668685.27
1668474.59
1668474.41
1668473.67
1669054.95
1669055.07
1668864.89
ELEVATION
3967.87'
3968.19'
3967.66'
3966.36'
3965.86'
3965.58'
3965.35'
3964.36'
3963.47'
3962.97'
3962.58'
3958.66'
3964.79'
3961.80'
3963.76'
DESCRIPTION
AC C=W=SW 1/64
AC
P4 PLS8348
AC
AC
AC
AC
P4 PLS12224
AC
AC
AC
AC
AC
AC LEANING INTO DITCH/ LOOSE
AC
BOUNDARY POINTS
NOT FOR CONSTRUCTION
100%
DESIGN PHASE
N
SCALE IN FEET
500 100
J-U-B ENGINEERS, INC.
CREEK CENTER LINE
LEGEND
UNDERGROUND COMM
EDGE OF GRAVEL
PROPERTY LINE
GAS LINE
FENCE LINE
5/8 REBAR
FOUND COPPER TABLET
WATER VALVE
HORIZONTAL DATUM IS NAD 83 (NSRS2007), MODIFIED IDAHO STATE PLANE
COORDINATE SYSTEM (CENTRAL ZONE 1102). ANY BEARINGS SHOWN ARE
AT GRID AZIMUTH. ANY DISTANCES SHOWN REPRESENT GROUND
DISTANCES.
MODIFIED IDAHO STATE PLANE COORDINATES, REPRESENTING GROUND
DISTANCES, WERE CALCULATED BY USING A COMBINED FACTOR OF
1.002360867 DERIVED FROM MILE POST 305 ON US-93, LATITUDE:
45°10'31.28 N, LONGITUDE: 113°53'35.63" W.
VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).
NGS BENCH MARK - (S 292, PID # QY0312) WAS USED TO CONTROL
ELEVATION FOR THE PROJECT.
FOUND ALUMINUM CAP
FOUND BRASS CAP
SURVEY CONTROL
WATER LINE
TOE OF SLOPE
MINOR CONTOUR
MAJOR CONTOUR
STORM DRAIN LINE
CHISELED X
PK NAIL
GRAVEL ROAD
BUILDING FOOTPRINT
TREE, DECIDUOUS TREE, CONIFEROUS
EDGE OF PAVEMENT
ROAD CENTER LINE
DITCH BOTTOM LINE
OVERHEAD POWER LINE
BOLLARD
COMMUNICATIONS PEDESTAL
GUY WIRE
POWER POLE
JUNCTION BOX
ELECTRICAL STUB
ELECTRIC METER
SIGN
VERTICAL PIPE
SEWER MANHOLE
FIRE HYDRANT
YARD HYDRANT
COMMUNICATIONS MANHOLE
SEWER LINE
PERMANENT EASEMENT LINE
SURVEY NOTES
BOUNDARY WAS SURVEYED BY THE BUREAU OF LAND MANAGEMENT - DOUGLAS A. WELMAN
· 12 JULY 1999-VOLUME 462, PAGES 1-8
· 10 APRIL 1996-VOLUME 451, PAGES 74-104
12/4/2023
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