Power Line Layout.pdf

7 MB Posted

Attached to
Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement
Solicitation number
W9127N26BA024
Issued by

About this file

Written by GovTribe AI ·

This is an Existing Conditions Survey document for the Bonneville BN1 Old Navlock Bridge located in the Pacific Northwest, prepared for the U.S. Army Corps of Engineers. The survey was conducted by Minster-Glaeser Surveying, Inc. under Contract No. W912N-16-D-3003, with a task order dated March 20, 2020 (Task Order No. W9127N19F0082). The survey expires December 31, 2020.

The document provides comprehensive existing conditions documentation of the bridge infrastructure through detailed survey maps, control point tables, and extensive photographic documentation. Page 1 contains a vicinity map showing project location and a detailed control point table listing survey reference points with their coordinates, elevations, and descriptions. Pages 2-3 present large-scale survey drawings showing the complete bridge layout, including transmission towers, utilities, structures, and site features with precise measurements and annotations. Pages 4-6 contain numerous field photographs documenting the physical condition of various bridge components, utilities, and site elements including drainage structures, electrical equipment, transmission lines, roadway conditions, and environmental features. The survey establishes baseline existing conditions data necessary for subsequent engineering analysis, design, and construction activities related to the Bonneville Bridge project.

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Other files

File Type Posted
Solicitation Amendment W9127N26BA0240006_Package.pdf PDF
Solicitation Amendment W9127N26BA0240005 executed.pdf PDF
Solicitation Amendment W9127N26BA0240001 SF 30.pdf PDF
BN1ONLB27_SPECS_AMD0004_PCO APPROVED 20260918.pdf PDF
Solicitation Amendment W9127N26BA0240003.pdf PDF
Solicitation Amendment W9127N26BA0240002 SF 30.pdf PDF
20260827_BN NL Bridge pre bid site visit attendance list.pdf PDF
BN1ONLB27_SPECS_ADVERTISE.pdf PDF
Bonneville Navigation Lock 1 Bridge Replacement_Drawings_ADVERTISE-EDITED.pdf PDF

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INDICATES MONITOR WELL

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INDICATES EVERGREEN TREE WITH TRUNK DIAMETER AND TYPE

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INDICATES DECIDUOUS TREE WITH TRUNK DIAMETER AND TYPE

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INDICATES BOLLARD

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INDICATES SIGN

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12"MAPLE

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12"FIR

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INDICATES SEPTIC SYSTEM LID

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INDICATES DITCH INLET

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INDICATES CURB INLET

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INDICATES CATCH BASIN

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INDICATES AREA DRAIN

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INDICATES LANDSCAPE LIGHT

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INDICATES LIGHT POLE

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INDICATES GUY ANCHOR

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INDICATES PERC TEST PIT

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INDICATES TRANSFORMER

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INDICATES ELECTRIC METER

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INDICATES ELECTRIC VAULT

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INDICATES JUNCTION BOX

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INDICATES FIBER OPTIC (COMMUNICATION) MANHOLE

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INDICATES FIBER OPTIC (COMMUNICATION) MARKER

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INDICATES ELECTRIC SERVICE BOX

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INDICATES ELECTRIC PEDESTAL

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INDICATES ELECTRIC MANHOLE

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INDICATES POWER POLE

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INDICATES TRAFFIC SIGNAL BOX

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INDICATES SANITARY CLEANOUT

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INDICATES SANITARY LATERAL

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INDICATES SANITARY SEWER MANHOLE

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INDICATES STREET LIGHTING BOX

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EM

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EV

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JB

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INDICATES CONDUIT

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PT

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TSB

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SLB

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AD

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CI

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CB

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INDICATES DRYWELL

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INDICATES WATER VALVE

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INDICATES WATER METER

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INDICATES WATER BLOW OFF

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INDICATES CONTROL VALVE

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INDICATES FIRE HYDRANT

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INDICATES IRRIGATION LID

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INDICATES WATER MANHOLE

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INDICATES STORM LATERAL

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INDICATES WATER STAND PIPE

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INDICATES STORM CLEANOUT

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INDICATES TELEPHONE MANHOLE

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INDICATES TELEPHONE VAULT

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INDICATES TELEVISION PEDESTAL

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INDICATES STORM SEWER MANHOLE

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INDICATES TELEPHONE PEDESTAL

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TVP

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CO

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ST

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TP

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PV

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WSP

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CV

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INDICATES WELL

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WM

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LEGEND:

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WV

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INDICATES SANITARY METER

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INDICATES SANITARY VALVE

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SM

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SV

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INDICATES FENCE LINE

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INDICATES ELECTRIC LOCATE

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INDICATES WOOD FENCE LINE

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INDICATES WATER LOCATE

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INDICATES STORM LOCATE

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INDICATES SANITARY LOCATE

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INDICATES EDGE OF ASPHALT

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INDICATES TELEVISION LOCATE

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INDICATES TELEPHONE LOCATE

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INDICATES SIGNAL WIRE LOCATE

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INDICATES PAINT STRIPE

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INDICATES FIBER OPTIC (COMMUNICATION) LOCATE

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INDICATES MULTIPLE UTILITY LOCATE

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INDICATES CHAINLINK FENCE LINE

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INDICATES 10 FOOT INTERVAL CONTOUR

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INDICATES 2 FOOT INTERVAL CONTOUR

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INDICATES COMBINATION CURB INLET

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CI

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INDICATES FIRE DEPARTMENT CONNECTION

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WV

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INDICATES UNIDENTIFIED VAULT

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INDICATES WATER VAULT

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HP

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INDICATES HEAT PUMP

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INDICATES OVER HEAD POWER

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INDICATES EDGE OF CONCRETE

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INDICATES EDGE OF GRAVEL

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INDICATES EDGE OF WATER

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INDICATES AIR RELEASE VALVE

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INDICATES UNIDENTIFIED CLEANOUT

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CO

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CO

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INDICATES ADA RAMP

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ADA

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INDICATES ASPHALT

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ASPH

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INDICATES CONCRETE

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CONC

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INDICATES STORM RISER

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SR

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INDICATES FIBER OPTIC (COMMUNICATION) PEDESTAL

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INDICATES GRAVEL

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GRVL

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INDICATES LANDSCAPING

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LSCP

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FV

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INDICATES FIBER OPTIC (COMMUNICATION) VAULT

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TV

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INDICATES TELEVISION VAULT

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SS

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INDICATES SANITARY VAULT

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INDICATES STORM VAULT

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ST

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INDICATES TRAFFIC SIGNAL POLE

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INDICATES UNIDENTIFIED EVERGREEN TREE

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TRE

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INDICATES UNIDENTIFIED DECIDUOUS TREE

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TRD

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INDICATES UNIDENTIFIED VALVE

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INDICATES TELEPHONE MARKER

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INDICATES SPOT ELEVATION BELOW WATER SURFACE

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INDICATES PRESSURE AIR LINE

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MINISTER-GLAESER

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VANCOUVER, WA 98661

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(360) 694-3313

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SURVEYING INC.

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2200 E. EVERGREEN BLVD.

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AutoCAD SHX Text BONNEVILLE BN1 OLD NAVLOCK BRIDGE LAND SURVEY FOR THE U.S. ARMY CORPS. OF ENGINEERS CONTRACT NO. W9127N-16-D-3003 MINISTER GLAESER SURVEYING, INC. TASK ORDER NO. W9127N19F0082 DATE: MARCH 20, 2020

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DRAWING FILE: 19265T2.DWG

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EXISTING CONDITIONS SURVEY

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SHEET OF

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DRAWN BY:

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CHECKED BY:

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JOB NO.

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DATE:

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CALC BY:

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SCALE:

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RDH

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AutoCAD SHX Text 19-265

AutoCAD SHX Text 03/20/2020

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DAR

AutoCAD SHX Text NOTE: A UTILITY LOCATE COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND UTILITY LOCATE COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND UTILITY LOCATE COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND LOCATE COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND LOCATE COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND COMPLETED BY MT. VIEW LOCATING, INC. THE UNDERGROUND BY MT. VIEW LOCATING, INC. THE UNDERGROUND BY MT. VIEW LOCATING, INC. THE UNDERGROUND MT. VIEW LOCATING, INC. THE UNDERGROUND MT. VIEW LOCATING, INC. THE UNDERGROUND VIEW LOCATING, INC. THE UNDERGROUND VIEW LOCATING, INC. THE UNDERGROUND LOCATING, INC. THE UNDERGROUND LOCATING, INC. THE UNDERGROUND INC. THE UNDERGROUND INC. THE UNDERGROUND THE UNDERGROUND THE UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES AS SHOWN HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. AS SHOWN HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. AS SHOWN HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. SHOWN HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. SHOWN HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. HEREIN ARE AS MARKED AT THE TIME OF THIS SURVEY. ARE AS MARKED AT THE TIME OF THIS SURVEY. ARE AS MARKED AT THE TIME OF THIS SURVEY. AS MARKED AT THE TIME OF THIS SURVEY. AS MARKED AT THE TIME OF THIS SURVEY. MARKED AT THE TIME OF THIS SURVEY. MARKED AT THE TIME OF THIS SURVEY. AT THE TIME OF THIS SURVEY. AT THE TIME OF THIS SURVEY. THE TIME OF THIS SURVEY. THE TIME OF THIS SURVEY. TIME OF THIS SURVEY. TIME OF THIS SURVEY. OF THIS SURVEY. OF THIS SURVEY. THIS SURVEY. THIS SURVEY. SURVEY. SURVEY. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND SHOWN ARE APPROXIMATE ONLY. UNDERGROUND SHOWN ARE APPROXIMATE ONLY. UNDERGROUND ARE APPROXIMATE ONLY. UNDERGROUND ARE APPROXIMATE ONLY. UNDERGROUND APPROXIMATE ONLY. UNDERGROUND APPROXIMATE ONLY. UNDERGROUND ONLY. UNDERGROUND ONLY. UNDERGROUND UNDERGROUND UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT SHOWN AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT SHOWN AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT AS STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT STRAIGHT LINES BETWEEN SURFACE LOCATIONS BUT LINES BETWEEN SURFACE LOCATIONS BUT LINES BETWEEN SURFACE LOCATIONS BUT BETWEEN SURFACE LOCATIONS BUT BETWEEN SURFACE LOCATIONS BUT SURFACE LOCATIONS BUT SURFACE LOCATIONS BUT LOCATIONS BUT LOCATIONS BUT BUT BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS NOT SHOWN. SOME UNDERGROUND LOCATIONS NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN. SOME UNDERGROUND LOCATIONS SHOWN. SOME UNDERGROUND LOCATIONS SOME UNDERGROUND LOCATIONS SOME UNDERGROUND LOCATIONS UNDERGROUND LOCATIONS UNDERGROUND LOCATIONS LOCATIONS LOCATIONS HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO HAVE BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO HAVE BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO BEEN TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO TAKEN FROM PUBLIC RECORDS. M.G.S. ASSUMES NO FROM PUBLIC RECORDS. M.G.S. ASSUMES NO FROM PUBLIC RECORDS. M.G.S. ASSUMES NO PUBLIC RECORDS. M.G.S. ASSUMES NO PUBLIC RECORDS. M.G.S. ASSUMES NO RECORDS. M.G.S. ASSUMES NO RECORDS. M.G.S. ASSUMES NO M.G.S. ASSUMES NO M.G.S. ASSUMES NO ASSUMES NO ASSUMES NO NO NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS.

AutoCAD SHX Text HORIZONTAL DATUM: NAD 1983 (CONUS) OREGON NORTH 3601 GEOID 12B (CONUS) (CONTROL POINTS 1 THROUGH 9 PROVIDED BY U.S.A.C.E.)

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VERTICAL DATUM: NAVD 88 (CONTROL POINTS 1 THROUGH 9 PROVIDED BY U.S.A.C.E.)

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OREGON

AutoCAD SHX Text Expires 12-31-2020

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REGISTERED

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PROFESSIONAL

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LAND SURVEYOR

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JUNE 30, 1997

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DANIEL A. RENTON

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%%UVICINITY MAP

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NOT TO SCALE

03/20/2020

POINT OF WATERLINE DAYLIGHT 1 PIPE UNDERGROUND TO SOUTH 2 PIPES ABOVE GROUND TO NORTH

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ELEVATED 6" WATERLINES TO DOCK

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4' FENCE ON WALL

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EDGE OF WATER LOCATED ON 10/03/19 AT 12:45

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STEPS

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IE 4"STEEL=56.33'

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IE 4"STEEL=55.57'

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TOWER W/ VISITOR CENTER SIGN AND CAMERA, TOP=82.3'

AutoCAD SHX Text RIM=58.29' IE 6"STEEL NE=53.13' IE 4"STEEL SE=53.34' IE 4"STEEL SW=53.49' SUMP=52.24'

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RIM=58.02' IE 4"STEEL=57.19' SUMP=56.52'

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RIM=58.26' IE 4"STEEL=57.43' SUMP=56.66'

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RIM=57.80' IE 6"CONC=56.15' SUMP=56.20'

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RIM=57.90' IE 6"CONC=55.95' SUMP=56.00'

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MOORING BIT

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EDGE OF WATER LOCATED ON 10/02/19 AT 13:45

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ELECTRICAL AND WATER RUNNING ALONG SOUTH EDGE OF GUIDE WALL

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CONCRETE COLUMN FOR SWING BRIDGE

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RAIL GATE ARM

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ELECTRIC, WATER AND FIBER UTILITY LINES

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34.3' DIAMETER BRIDGE COLUMN TOP=43'

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WOOD BEAM

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WOOD BEAM

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RAIL GATE ARM

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IE 16"CONC=54.96'

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CONCRETE BARRICADE

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RAMP

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3.5" ROCK WALL

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CURB LINE

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CONCRETE WALL ELEV=38.40'

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RR-POF

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RR-POF

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HAZARD STRIPES

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SIGNAL

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UNKNOWN UTILITY BOX TOP=59.0'

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CAUTION

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CONDUIT=±50.6'

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PIPE=±50.7'

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CONDUIT ELEV=54.8'

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PIPE ELEV=50.9'

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CONDUIT ELEV=48.6'

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CONDUIT ELEV=48.7'

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ELEV=54.16'

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CONDUIT ELEV=52.2'

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PIPE=±49.2'

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CONC=56.95' TOP 6"STEEL PIPE ELBOW=59.1'

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RIM=61.52'

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RIM=58.52'

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TOP CORNER TOWER FOOTING=58.42'

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ACCESS LID=56.9'

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CORNER OF CONC PAD=56.87'

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RIM=58.52'

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TOP CORNER TOWER FOOTING=58.42'

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TOP CORNER TOWER FOOTING=58.17'

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TOP CORNER TOWER FOOTING=58.17'

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CONDUCTOR LINE=282.55' @ 40°F

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CONDUCTOR LINE=231.54' @ 40°F

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CONDUCTOR AT INSULATOR=312.51' @ 40°F

AutoCAD SHX Text POINT OF PRESSURE AIRLINE DAYLIGHT PIPE UNDERGROUND TO WEST PIPE ON RAILING TO EAST 2" GALVANIZED IRON PIPE TOP PIPE=56.45'

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TOP PIPE=59.97'

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TOP PIPE=60.32'

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TOP PIPE=60.51'

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TOP PIPE=59.09'

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TOP PIPE=62.18'

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TOP PIPE=62.25' TEE INTO HANDRAIL W/ HOSE CONNECT

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TOP OF LUM=80.7' TOP OF CONC=59.04'

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TOP OF LUM=79.3' TOP OF CONC=58.34'

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UNLOCATABLE TO SOUTHEAST

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CONDUIT=55.45'

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STORM UNLOCATABLE TO WEST

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CONTROL PANEL "CAM-0105" GRND=58.46'

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TOP SIGN=68.9'

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CONC AT LUM BASE=59.3'

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CONDUIT ELEV=50.3'

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CONDUIT ELEV=55.4'

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ELECTRICAL HAND HOLE LID=58.9'

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TOP=64.7' GRND=61.7'

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TOP=62.6' GRND=60.6'

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TOP=68.64' GRND=62.6'

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TOP OF CAMERA=70.9'

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ELECTRIC, WATER AND FIBER UTILITY LINES

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PIPE=54.6'

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PIPE=±54.8'

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CONDUIT=±54.7'

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CONDUIT=±55.7'

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CONDUIT=55.5'

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LID=59.6' TOP VALVE=57.6'

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TOP=60.8' GRND=58.37'

AutoCAD SHX Text TOP=63.2'/GRND=58.0' (2) 2-1/2"STEEL, (2) 2-1/2"PVC & (1) 1"PVC CONDUIT INTO GROUND BELOW BOX

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CONDUIT=55.0'

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TOP OF LUM=75.1' GRND=58.66'

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TOP OF LUM=74.8' GRND=58.59'

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ELECTRICAL HAND HOLE LID=58.6'

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RIM=58.07'

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RIM=59.07'

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RIM=59.68'

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TOP OF LUM=83.7' GRND=58.20'

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TOP OF LUM=69.5' GRND=58.26'

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SIGNAL TOP OF LUM=68.9' GRND=58.57'

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15MPH

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CONDUCTOR=270.59' @ 43°

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CONDUCTOR=255.92' @ 43°F

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CONDUCTOR=247.90' @ 43°F

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CONDUCTOR=241.02' @ 43°F

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CONDUCTOR=222.25' @ 43°F

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CONDUCTOR=241.02' @ 43°

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CONDUCTOR END=245.34' @ 43°F

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CONDUCTOR END=245.46' @ 43°F

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JUMPER WIRE

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TOP 17"POLLY=43.66'

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TOP 17"POLLY=44.22'

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TOP 17"POLLY=48.39'

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TOP 17"POLLY=52.83'

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ELECTRICAL HAND HOLE CONC=38.44'

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BOTTOM WEST EDGE OF STEEL BEAM=54.7'

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PIPE=39.5'

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PIPE=39.5'

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PIPE=39.5'

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PIPE=39.5'

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PIPE=40.3'

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PIPE=40.2'

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PIPE=40.2'

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PIPE=40.2'

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PIPE=40.3'

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ELECTRICAL HAND HOLE CONC=38.46'

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TOP OF LUM=59.7' GRND=38.47'

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TOP OF LUM=59.8' GRND=38.48'

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TOP OF CONC BRIDGE COLUMN FOOTING=20.58'

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BOTTOM WEST EDGE OF STEEL BEAM=48.0'

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BOTTOM WEST EDGE OF STEEL BEAM=46.9'

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BOTTOM WEST EDGE OF STEEL BEAM=49.9'

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BOTTOM WEST EDGE OF STEEL BEAM=54.5'

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BOTTOM WEST EDGE OF STEEL BEAM=52.6'

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BOTTOM WEST EDGE OF STEEL BEAM=52.5'

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BOTTOM WEST EDGE OF STEEL BEAM=52.4'

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BOTTOM OF BRIDGE DECK=56.9'

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BOTTOM EAST EDGE OF STEEL BEAM=54.5'

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BOTTOM EAST EDGE OF STEEL BEAM=48.3'

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BOTTOM EAST EDGE OF STEEL BEAM=49.8'

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BOTTOM EAST EDGE OF STEEL BEAM=54.6'

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BOTTOM EAST EDGE OF STEEL BEAM=52.6'

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ELECTRICAL HANDHOLE CONC=38.42'

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TOP OF LUM=61.7' GRND=38.47'

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TOE OF ROCK WALL

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TOE OF ROCK WALL

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TOP OF ROCK WALL

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TOP OF ROCK WALL

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POST W/ MOTION SENSOR TOP=83.5' GRND=68.50'

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CONCRETE STEPS

AutoCAD SHX Text HANDRAIL W/ F0 2' & 3' AND INSULATED WATER 1' ABOVE GROUND ON RAIL TO BOTTOM OF STAIRS AT FENCE GATE

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CONCRETE STEPS

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TOP OF ROCK WALL

AutoCAD SHX Text

GATE

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CONC STEP=73.29'

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TOP OF PIPE FLANGE=54.5'

AutoCAD SHX Text

TOP PIPE=42.6'

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TOP PIPE=41.3'

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CONC=58.45'

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ASPH

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CURB W/ CHAINLINK FENCE

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TOE OF CONC WALL=58.54'

AutoCAD SHX Text

CONCRETE STEPS

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GATE

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CONC

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TOP OF CONC STEPS=58.48'

AutoCAD SHX Text

CORNER OF CONC=59.38'

AutoCAD SHX Text

TOP OF LUM=74.1' GRND=58.02'

AutoCAD SHX Text

CONC STEP=66.69'

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CONC STEP=60.25'

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TOP OF CONC LANDING=58.53'

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STEPS

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TOP OF WALL=58.27' BTM OF WALL=38.40'

AutoCAD SHX Text

ROCK BLUFF

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ROCK BLUFF

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CONC=44.19' GRND=39.54'

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GATE

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TOP OF WALL=88.41' BTM OF WALL=58.27'

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BLOCK

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ASPH

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ASPH

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ASPH

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ASPH

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ASPH

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ASPH

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CONC

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CONC

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CONC

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CONC

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CONC

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CONC

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ASPH

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CONC=59.01'

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TRANSMISSION TOWER

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OIL/WATER SEPARATOR

AutoCAD SHX Text

IE 6"OUTLET IN WALL=53.45'

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PIPE=±47.0'

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PIPE=±46.9'

AutoCAD SHX Text

PIPE=±48.0'

AutoCAD SHX Text

PIPE=±48.0'

AutoCAD SHX Text

PIPE=±49.1'

AutoCAD SHX Text

PIPE=±53.4'

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PIPE=±50.5'

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PIPE=±50.3'

AutoCAD SHX Text

PIPE=±52.3'

AutoCAD SHX Text

PIPE=±50.5'

AutoCAD SHX Text

PIPE=±50.6'

AutoCAD SHX Text

PIPE=±49.5'

AutoCAD SHX Text

POWERHOUSE

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SIGNAL ENDS UNABLE TO LOCATE TO NE

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STEEL STORM PIPE ABOVE GROUND

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STORM PIPE BURIED IN HEAVY BRUSH

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PIPE=±55.5'

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WATER PIPE DAYLIGHT TO BRIDGE TOP OF PIPE=58.3'

AutoCAD SHX Text

TOP OF STEEL=58.2' BTM OF STEEL=56.9'

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TOP OF STEEL=58.2' BTM OF STEEL=52.0'

AutoCAD SHX Text

STEEL OVERHANG W/ PLATFORM

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(6) CONDUITS TOP ELEV=54.9'

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(6) CONDUITS TOP ELEV=54.8'

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(6) CONDUITS TOP ELEV=54.8'

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(6) CONDUITS TOP ELEV=54.8' (1) 2-1/2", (2) 2", (3) 1"

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1"CONDUIT 1.1' BELOW GRATE WALKWAY

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1"CONDUIT 1.1' BELOW GRATE WALKWAY

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1"CONDUIT ALONG FENCE

AutoCAD SHX Text

TOP H20 PIPE=58.9'

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TOP F0 2-1/2"CONDUIT=60.7' TOP H20 PIPE=59.2'

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TOP F0 2-1/2"CONDUIT=60.7' TOP H20 PIPE=59.2'

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TOP F0 2-1/2"CONDUIT=60.9' TOP H20 PIPE=59.4'

AutoCAD SHX Text TOP F0 2-1/2" CONDUIT=60.8' TOP H20 PIPE=59.3' (2) 2-1/2" COMMUNICATION (1) 1" & (1) 2" ELECTRICAL INSULATED WATER PIPE ON BOTTOM

AutoCAD SHX Text

TOP F0 2-1/2"CONDUIT=60.9' TOP H20 PIPE=59.4'

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TOP F0 2-1/2"CONDUIT=60.4' TOP H20 PIPE=58.9'

AutoCAD SHX Text F

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RIM=42.48'

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MINISTER-GLAESER

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VANCOUVER, WA 98661

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(360) 694-3313

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SURVEYING INC.

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2200 E. EVERGREEN BLVD.

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AutoCAD SHX Text G

AutoCAD SHX Text M

AutoCAD SHX Text

DRAWING FILE: 19265T2.DWG

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EXISTING CONDITIONS SURVEY

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OREGON

AutoCAD SHX Text Expires 12-31-2020

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REGISTERED

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PROFESSIONAL

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LAND SURVEYOR

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AutoCAD SHX Text

JUNE 30, 1997

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DANIEL A. RENTON

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SCALE 1 INCH = 20 FEET

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AutoCAD SHX Text BONNEVILLE BN1 OLD NAVLOCK BRIDGE LAND SURVEY FOR THE U.S. ARMY CORPS. OF ENGINEERS CONTRACT NO. W9127N-16-D-3003 MINISTER GLAESER SURVEYING, INC. TASK ORDER NO. W9127N19F0082 DATE: MARCH 20, 2020

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 1"=20'

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DRAWN BY:

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CHECKED BY:

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JOB NO.

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DATE:

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CALC BY:

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SCALE:

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RDH

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AutoCAD SHX Text N/A

AutoCAD SHX Text 19-265

AutoCAD SHX Text 03/20/2020

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DAR

POINT OF WATERLINE DAYLIGHT 1 PIPE UNDERGROUND TO SOUTH 2 PIPES ABOVE GROUND TO NORTH

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ELEVATED 6" WATERLINES TO DOCK

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4' FENCE ON WALL

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RIM=59.05' IE 8"STEEL NE/NW/SW=56.79' SUMP=56.79'

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RIM=58.84' IE 8"STEEL NE/SW=56.49' SUMP=56.49'

AutoCAD SHX Text

RIM=60.84' IE 8"STEEL SE=58.57' SUMP=58.57'

AutoCAD SHX Text

RIM=69.64' IE 12"STEEL E=66.06' SUMP=66.06'

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RIM=69.60' IE 12"STEEL W=65.56' IE 12"STEEL NE=65.54' SUMP=65.54'

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MOORING BIT

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EDGE OF WATER LOCATED ON 10/02/19 AT 13:45

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ELECTRICAL AND WATER RUNNING ALONG SOUTH EDGE OF GUIDE WALL

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FIBERGLASS ENCLOSURE WATER PIPES WITH ELECTRICAL TOP=71.0'

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GATE

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RAIL GATE ARM

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ELECTRIC, WATER AND FIBER UTILITY LINES

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ELECTRIC, WATER AND FIBER UTILITY LINES

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BOULDER

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GATE

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GATE KEYPAD CONC=59.74'

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GATE KEYPAD

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WOOD BEAM

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WOOD BEAM

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IE 16"CONC=54.96'

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CONCRETE BARRICADE

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CONCRETE WALL ELEV=38.40'

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SIGNAL

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STOP

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ROBINS ISLAND REC AREA

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HATCHERY REC AREA

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STOIP

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UNKNOWN UTILITY BOX TOP=59.0'

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CARS/RV OK NO BIKES/PED

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STOP

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15MPH

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EXIT

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VISITOR CNTR ROBINS ISLAND

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CAUTION

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LID=65.78'

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LID=66.16'

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LID=66.73'

AutoCAD SHX Text

LID=67.47'

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LID=69.52'

AutoCAD SHX Text

RIM=62.34'

AutoCAD SHX Text

RIM=62.02'

AutoCAD SHX Text

RIM=62.64'

AutoCAD SHX Text

RIM=62.50'

AutoCAD SHX Text

RIM=62.67'

AutoCAD SHX Text

RIM=61.52'

AutoCAD SHX Text

RIM=58.52'

AutoCAD SHX Text

CONDUCTOR AT INSULATOR=359.27'

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CONDUCTOR LINE=282.55' @ 40°F

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CONDUCTOR AT INSULATOR=372.79'

AutoCAD SHX Text

CONDUCTOR AT INSULATOR=335.87' @ 40°F

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CONDUCTOR AT INSULATOR=312.51' @ 40°F

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OUTSIDE FOOTING CORNER AT GROUND=117.8'

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OUTSIDE FOOTING CORNER AT GROUND=126.2'

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OUTSIDE FOOTING CORNER AT GROUND=118.5'

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OUTSIDE FOOTING CORNER AT GROUND=126.0'

AutoCAD SHX Text

PIPE=54.6'

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PIPE=±54.8'

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CONDUIT=±54.7'

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CONDUIT=±55.7'

AutoCAD SHX Text

CONDUIT=55.5'

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LID=65.70'

AutoCAD SHX Text

LID=70.07'

AutoCAD SHX Text

CONDUIT=±52.4'

AutoCAD SHX Text

LID=59.38'

AutoCAD SHX Text

LID=59.6' TOP VALVE=57.6'

AutoCAD SHX Text

CONDUIT=±57.2'

AutoCAD SHX Text

CONDUIT=±56.2'

AutoCAD SHX Text

CONDUIT=53.8'

AutoCAD SHX Text

CONDUIT=±53.9'

AutoCAD SHX Text

CONDUIT=±57.9'

AutoCAD SHX Text

CONDUIT=±52.7'

AutoCAD SHX Text

CONDUIT=52.1'

AutoCAD SHX Text

CONDUIT=52.5'

AutoCAD SHX Text

CONDUIT=±52.3'

AutoCAD SHX Text

TOP=60.8' GRND=58.37'

AutoCAD SHX Text TOP=63.2'/GRND=58.0' (2) 2-1/2"STEEL, (2) 2-1/2"PVC & (1) 1"PVC CONDUIT INTO GROUND BELOW BOX

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CONDUIT=55.0'

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CONDUIT=56.0'

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CONDUIT=56.2'

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LID=63.30'

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CONDUIT=59.6

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PIPE=60.7'

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CONDUIT=63.4'

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CONDUIT=64.9'

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CONDUIT=66.4'

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CONDUIT=66.9'

AutoCAD SHX Text

CONDUIT=64.1'

AutoCAD SHX Text

CORNER CONC PAD=67.37'

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CONDUIT=±57.2'

AutoCAD SHX Text

TOP OF LUM=75.1' GRND=58.66'

AutoCAD SHX Text

TOP OF LUM=76.3' GRND=60.04'

AutoCAD SHX Text

TOP OF LUM=87.3' GRND=71.06'

AutoCAD SHX Text

TOP OF LUM=83.5' GRND=67.33'

AutoCAD SHX Text

TOP OF LUM=77.5' GRND=61.29'

AutoCAD SHX Text

TOP OF LUM=74.8' GRND=58.59'

AutoCAD SHX Text

ELECTRICAL HAND HOLE LID=58.6'

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RIM=58.07'

AutoCAD SHX Text

RIM=59.07'

AutoCAD SHX Text

RIM=59.68'

AutoCAD SHX Text

TOP=69.55' GRND=60.24'

AutoCAD SHX Text

TOP=72.0' GRND=65.57'

AutoCAD SHX Text

TOP=76.4' GRND=68.40'

AutoCAD SHX Text

TOP=72.6' GRND=67.66'

AutoCAD SHX Text

TOP=74.6' GRND=69.04'

AutoCAD SHX Text

TOP=74.5' GRND=68.72'

AutoCAD SHX Text

RADAR W/ SOLAR PANEL TOP=72.8' GRND=65.53'

AutoCAD SHX Text

TOP=67.7' GRND=60.08'

AutoCAD SHX Text

TOP=65.6' GRND=60.03'

AutoCAD SHX Text

TOP OF LUM=83.7' GRND=58.20'

AutoCAD SHX Text

TOP OF LUM=69.5' GRND=58.26'

AutoCAD SHX Text

SIGNAL TOP OF LUM=68.9' GRND=58.57'

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15MPH

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TOP 17"POLLY=43.66'

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TOP 17"POLLY=44.22'

AutoCAD SHX Text

TOP 17"POLLY=48.39'

AutoCAD SHX Text

TOP 17"POLLY=52.83'

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ELECTRICAL HAND HOLE CONC=38.44'

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BOTTOM WEST EDGE OF STEEL BEAM=54.7'

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PIPE=39.5'

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PIPE=39.5'

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PIPE=39.5'

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PIPE=39.5'

AutoCAD SHX Text

PIPE=40.3'

AutoCAD SHX Text

PIPE=40.2'

AutoCAD SHX Text

PIPE=40.2'

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PIPE=40.2'

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PIPE=40.3'

AutoCAD SHX Text

ELECTRICAL HAND HOLE CONC=38.46'

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TOP OF LUM=59.7' GRND=38.47'

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TOP OF LUM=59.8' GRND=38.48'

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TOP OF CONC BRIDGE COLUMN FOOTING=20.58'

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BOTTOM WEST EDGE OF STEEL BEAM=48.0'

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BOTTOM WEST EDGE OF STEEL BEAM=49.9'

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BOTTOM WEST EDGE OF STEEL BEAM=54.5'

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BOTTOM WEST EDGE OF STEEL BEAM=52.6'

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BOTTOM WEST EDGE OF STEEL BEAM=52.5'

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BOTTOM WEST EDGE OF STEEL BEAM=52.4'

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BOTTOM OF BRIDGE DECK=56.9'

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BOTTOM EAST EDGE OF STEEL BEAM=54.5'

AutoCAD SHX Text

BOTTOM EAST EDGE OF STEEL BEAM=48.3'

AutoCAD SHX Text

BOTTOM EAST EDGE OF STEEL BEAM=49.8'

AutoCAD SHX Text

BOTTOM EAST EDGE OF STEEL BEAM=54.6'

AutoCAD SHX Text

BOTTOM EAST EDGE OF STEEL BEAM=52.6'

AutoCAD SHX Text

ELECTRICAL HANDHOLE CONC=38.42'

AutoCAD SHX Text

TOP OF LUM=61.7' GRND=38.47'

AutoCAD SHX Text

TOP OF LUM=76.0' GRND=61.56'

AutoCAD SHX Text

TOP OF LUM=76.2' GRND=59.96'

AutoCAD SHX Text

POST W/ MOTION SENSOR TOP=76.5' GRND=60.52'

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GRND=59.5'

AutoCAD SHX Text

GATE MOTOR CONC=59.9'

AutoCAD SHX Text "SE-08142" TOP=66.4'/GRND=60.76' (1) 2-1/2" & (3) 1-1/2" CONDUITS INTO GROUND BELOW BOX

AutoCAD SHX Text HANDRAIL W/ F0 2' & 3' AND INSULATED WATER 1' ABOVE GROUND ON RAIL TO BOTTOM OF STAIRS AT FENCE GATE

AutoCAD SHX Text

TOP OF PIPE FLANGE=54.5'

AutoCAD SHX Text

TOP PIPE=42.6'

AutoCAD SHX Text

TOP PIPE=41.3'

AutoCAD SHX Text

CONC=58.45'

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ASPH

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CURB W/ CHAINLINK FENCE

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TOE OF CONC WALL=58.54'

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CONCRETE STEPS

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GATE

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CONC

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TOP OF CONC STEPS=58.48'

AutoCAD SHX Text

CORNER OF CONC=59.38'

AutoCAD SHX Text

TOP OF LUM=74.1' GRND=58.02'

AutoCAD SHX Text

CONDUIT=±54.0'

AutoCAD SHX Text

TOP OF WALL=58.27' BTM OF WALL=38.40'

AutoCAD SHX Text

TOP OF WALL=88.41' BTM OF WALL=58.27'

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ASPH

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ASPH

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ASPH

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ASPH

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ASPH

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ASPH

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CONC

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ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC=59.01'

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TRANSMISSION TOWER

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PIPE=62.3'

AutoCAD SHX Text

PIPE=60.4'

AutoCAD SHX Text

PIPE=58.7'

AutoCAD SHX Text

PIPE=57.8'

AutoCAD SHX Text

PIPE=54.6

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PIPE=±55.2'

AutoCAD SHX Text

PIPE=±57.1'

AutoCAD SHX Text CONC PAD WITH STEEL BOX VERTICAL PIPE WITH BOLTED LID TOP OF BOX=69.3' CONC PAD=68.3'

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RIM=57.83'

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APPROXIMATE LOCATION OF SEWER CROSSING

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WATER PIPE DAYLIGHT TO BRIDGE TOP OF PIPE=58.3'

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(6) CONDUITS TOP ELEV=54.8'

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(6) CONDUITS TOP ELEV=54.8'

AutoCAD SHX Text

(6) CONDUITS TOP ELEV=54.8' (1) 2-1/2", (2) 2", (3) 1"

AutoCAD SHX Text

1"CONDUIT 1.1' BELOW GRATE WALKWAY

AutoCAD SHX Text

1"CONDUIT 1.1' BELOW GRATE WALKWAY

AutoCAD SHX Text

TOP H20 PIPE=58.9'

AutoCAD SHX Text

TOP F0 2-1/2"CONDUIT=60.7' TOP H20 PIPE=59.2'

AutoCAD SHX Text

TOP F0 2-1/2"CONDUIT=60.7' TOP H20 PIPE=59.2'

AutoCAD SHX Text

TOP F0 2-1/2"CONDUIT=60.9' TOP H20 PIPE=59.4'

AutoCAD SHX Text TOP F0 2-1/2" CONDUIT=60.8' TOP H20 PIPE=59.3' (2) 2-1/2" COMMUNICATION (1) 1" & (1) 2" ELECTRICAL INSULATED WATER PIPE ON BOTTOM

AutoCAD SHX Text

GRND=59.0'

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TOP F0 2-1/2"CONDUIT=60.4' TOP H20 PIPE=58.9'

AutoCAD SHX Text

MINISTER-GLAESER

AutoCAD SHX Text

VANCOUVER, WA 98661

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(360) 694-3313

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SURVEYING INC.

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2200 E. EVERGREEN BLVD.

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AutoCAD SHX Text G

AutoCAD SHX Text M

AutoCAD SHX Text

DRAWING FILE: 19265T2.DWG

AutoCAD SHX Text

EXISTING CONDITIONS SURVEY

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SHEET OF

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text

DRAWN BY:

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CHECKED BY:

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AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CALC BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

RDH

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text 19-265

AutoCAD SHX Text 03/20/2020

AutoCAD SHX Text

DAR

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OREGON

AutoCAD SHX Text Expires 12-31-2020

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LAND SURVEYOR

AutoCAD SHX Text

AutoCAD SHX Text

JUNE 30, 1997

AutoCAD SHX Text

DANIEL A. RENTON

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SCALE 1 INCH = 20 FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text BONNEVILLE BN1 OLD NAVLOCK BRIDGE LAND SURVEY FOR THE U.S. ARMY CORPS. OF ENGINEERS CONTRACT NO. W9127N-16-D-3003 MINISTER GLAESER SURVEYING, INC. TASK ORDER NO. W9127N19F0082 DATE: MARCH 20, 2020

22189-1

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MINISTER-GLAESER

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VANCOUVER, WA 98661

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(360) 694-3313

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SURVEYING INC.

AutoCAD SHX Text

2200 E. EVERGREEN BLVD.

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AutoCAD SHX Text G

AutoCAD SHX Text M

AutoCAD SHX Text

DRAWING FILE: 19265T2.DWG

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EXISTING CONDITIONS SURVEY IMAGES

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SHEET OF

AutoCAD SHX Text N/A

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DRAWN BY:

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CHECKED BY:

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JOB NO.

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DATE:

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CALC BY:

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SCALE:

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RDH

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AutoCAD SHX Text N/A

AutoCAD SHX Text 19-265

AutoCAD SHX Text 03/20/2020

DAR

22503

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AutoCAD SHX Text 25007

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MINISTER-GLAESER

AutoCAD SHX Text

VANCOUVER, WA 98661

AutoCAD SHX Text

(360) 694-3313

AutoCAD SHX Text

SURVEYING INC.

AutoCAD SHX Text

2200 E. EVERGREEN BLVD.

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text M

AutoCAD SHX Text

DRAWING FILE: 19265T2.DWG

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EXISTING CONDITIONS SURVEY IMAGES

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SHEET OF

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DRAWN BY:

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CHECKED BY:

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JOB NO.

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DATE:

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CALC BY:

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SCALE:

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RDH

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AutoCAD SHX Text 03/20/2020

22801

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MINISTER-GLAESER

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VANCOUVER, WA 98661

AutoCAD SHX Text

(360) 694-3313

AutoCAD SHX Text

SURVEYING INC.

AutoCAD SHX Text

2200 E. EVERGREEN BLVD.

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AutoCAD SHX Text M

AutoCAD SHX Text

DRAWING FILE: 19265T2.DWG

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EXISTING CONDITIONS SURVEY IMAGES

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SHEET OF

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DRAWN BY:

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CHECKED BY:

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JOB NO.

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DATE:

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CALC BY:

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SCALE:

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RDH

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AutoCAD SHX Text 19-265

AutoCAD SHX Text 03/20/2020

Sheets and Views
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File details come from the government source that posted it. Updated .