Soda Mountain Survey ECSO.pdf
PDF 439 KB Posted
- Solicitation number
- S-X15022-00008745
- Issued by
- Jackson County, Oregon
About this file
This document appears to be an existing conditions survey for the Soda Mountain ECSO (Emergency Communications System Overlay) project located in Ashland, Oregon. The survey was conducted on November 5, 2022 by Orion Geomatics and includes detailed site information such as control point coordinates, elevations, and the locations of existing communications infrastructure including towers, buildings, fences, and access roads. The survey was prepared in support of a state and local contract opportunity issued by Jackson County, Oregon for communication facilities projects.
The key details of the state and local contract opportunity include a request for proposals (RFP) for communication facilities projects within the Jackson County jurisdiction. The RFP likely outlines the scope of work, response requirements, evaluation criteria, and contract terms, though these specific details are not provided in the survey document. The contract may involve the construction, upgrade, or maintenance of communications infrastructure such as towers, buildings, and related equipment.
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Text version
STA: 118
DESC: CNTL FOUND 4" USC&GS BD "SODA NO 4 1968"
N: 115,850.69
E: 396,004.22
Z: 6,090.71
STA: 119
DESC: CNTL SET 1/2"IR W/ALC "ORION CONTROL"
N: 115,635.29
E: 395,898.80
Z: 6,055.78
CNTL FOUND 3" USC&GS
BD "+"
WOOD TOWER POLE
C
C
LATTICE TOWER TOP
6090.2
P
TELCO CONNECT
P
C
G
A
T
E
G
A
PROPANE TANK
EXISTING 21' LATTICE TOWER
LATITUDE: N042° 03' 51.4739"
LONGITUDE: W122° 28' 47.7684"
FOUNDATION ELEVATION: 6069.5
OTHER'S TOWER COMPOUND
OTHER'S TOWER COMPOUND
OTHER'S TOWER COMPOUND
OTHER'S TOWER COMPOUND
OTHER'S TOWER COMPOUND
ODOT TOWER COMPOUND
LATTICE TOWER
LATTICE TOWER
LATTICE TOWER
LATTICE TOWER
GUY TOWER ARRAY
LATTICE TOWER
L
O
O
K
O
U
O
W
E
R
G
R
A
V
L
A
C
C
E
S
R
A
D
G
R
A
V
C
E
A
D
G
R
A
V
C
E
A
D
G
R
A
V
C
E
A
D
G
R
A
V
C
E
A
D
,0
,0
UNITED STATES OF AMERICA
TAX LOT 6300 MAP 403E
±4676 ACRES
METAL COMMUNICATIONS BUILDING
METAL COMMUNICATIONS BUILDING
METAL COMMUNICATIONS BUILDING
METAL COMMUNICATIONS BUILDING
MODULAR COMMUNICATIONS BUILDING
MODULAR COMMUNICATIONS BUILDING
EXPOSED
CONDUITS
W
S
N
E
CONTROL TABLE
CONTROL
STATION
DESCRIPTION
CNTL FOUND 4" USC&GS BD "SODA NO 4 1968"
CNTL SET 1/2"IR W/ALC "ORION CONTROL"
CNTL FOUND 3" USC&GS BD "+"
NORTHING
115850.69
115635.29
115864.28
EASTING
396004.22
395898.80
396028.91
ORTHOMETRIC
HEIGHT
6090.71
6055.78
6092.74
11X17 SCALE: 1" = 40' 22X34 SCALE: 1" = 20' SECTION 28, T40SR03E, WM 1
EXISTING
CONDITIONS
V-1
SHEET NUMBER:
SHEET TITLE:
LICENSURE:
DRAWING INFORMATION:
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE
PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY
FOR USE BY THE OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS DRAWING AND/OR
THE INFORMATION CONTAINED IN IT IS FORBIDDEN
WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
PLANS PREPARED BY:
PROJECT INFORMATION:
ECSO 9-1-1
SODA MOUNTAIN
ASHLAND, OR
97501
12725 SW MILLIKAN WAY
SUITE 300
BEAVERTON, OR 97005
(503) 387-5331 www.cushing-engr.com
Cushing
Civil Engineers
Civil Engineers orion
GEOMATICS
Because the world is a spatial place
TM
1724 23rd Avenue | Forest Grove OR 97116
T: 503.359.1688 | www.oriongeomatics.com
DATE RELEASE
12/01/22
INITIAL SURVEY RELEASE
SURVEYOR'S NOTES:
1. FIELD SURVEY AND MAPPING PERFORMED ON NOVEMBER 5TH,
2022 BY J. PUTNAM UTILIZING A LEICA MS50 ROBOTIC TOTAL
STATION AND LEICA GS16 GNSS RECEIVERS.
2. BEARINGS ARE BASED ON THE NAD 1983[2011 EPOCH 2010]
OREGON COORDINATE REFERENCE SYSTEM, GRANTS PASS TO
ASHLAND ZONE AS DETERMINED BY GNSS OBSERVATION TO THE
OREGON REAL-TIME GNSS NETWORK.
3. ELEVATIONS ARE BASED NAVD 1988 AS ESTABLISHED BY GNSS
OBSERVATION TO THE OREGON REAL-TIME GNSS NETWORK.
4. UNITS ARE STATED IN INTERNATIONAL FEET.
5. ALL DISTANCES ARE GRID BASED ON THE LOW DISTORTION ZONE.
6. TRUE GEODETIC AZIMUTH = GRID AZIMUTH (BEARING BASIS) +
MAPPING ANGLE. THE MAPPING ANGLE IS 0°34'18" AT THE
EXISTING TOWER. THE MAGNETIC DECLINATION FROM TRUE
GEODETIC AZIMUTH IS 14°06 EAST.
7. THE TERM "CERTIFY" (OR ITS DERIVATIVES) SHALL MEAN A
STATEMENT SIGNED AND/OR SEALED BY A SURVEYOR
REPRESENTING THAT THE SURVEYOR'S KNOWLEDGE,
INFORMATION AND BELIEF, IN ACCORDANCE WITH COMMONLY
ACCEPTED PROCEDURES CONSISTENT WITH APPLICABLE
STANDARDS OF PRACTICE, AND IS NOT A GUARANTY OR
WARRANTY, EITHER EXPRESSED OR IMPLIED.
8. THIS SURVEY SHOWS ONLY THOSE DEDICATIONS AND EASEMENTS
CONTAINED IN THE SUPPLIED TITLE SEARCH. IT IS POSSIBLE THAT
OTHER RECORDED OR UNRECORDED INSTRUMENTS AFFECTING
THIS PROPERTY MAY EXIST.
9. ORION GPS, INC. MAKES NO WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS ADVERSE POSSESSION,
ACQUIESCENCE, ESTOPPLE, ETC.
10. ALL STATEMENTS WITHIN THE CERTIFICATION, AND OTHER
REFERENCES LOCATED ELSEWHERE HEREON, RELATED TO:
UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY
WALLS, EASEMENTS, SERVITUDES, AND ENCROACHMENTS; ARE
BASED SOLELY ON ABOVE GROUND, VISIBLE EVIDENCE, UNLESS
ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY
REFERENCED HEREON.
11. NO UTILITIES WERE MARKED PRIOR TO SURVEY.
UTILITY STATEMENT:
THE UNDERGROUND UTILITIES SHOWN ARE BASED ON SURVEYED
UTILITY LOCATE MARKINGS AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT
THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
REFERENCES:
SURVEYS: NONE
DEEDS: NONE
TITLE REPORT: NONE
X
SD
SS
W
G
P
F
CTV
O/H
LEGEND:
CENTERLINE OF ROAD
RIGHT-OF-WAY LINE
SECTION LINE
BOUNDARY LINE
PROPERTY / LOT LINE
EASEMENT LINE
CURB
EDGE OF CONCRETE
EDGE OF PAVEMENT
EDGE OF GRAVEL
STRIPING
CHAIN LINK FENCE
WOOD / METAL FENCE
WIRE FENCE
CANOPY
RAMP
CONCRETE
OVERHEAD UTILITIES
BURIED CABLE TV
BURIED FIBER OPTIC
BURIED POWER
GAS LINE
WATER LINE
SANITARY SEWER
STORM DRAIN
O/P
O/C
OVERHEAD COMS LINE
OVERHEAD POWER
C
BURIED COMS LINE
NATURAL GAS VAULT
NATURAL GAS VALVE
NATURAL GAS RISER
NATURAL GAS METER
IRRIGATION VALVE
WATER VALVE
WATER METER
FIRE AUTO
CONNECTION
FIRE HYDRANT
MANHOLE (UNK /
OTHER TYPE)
STORM INLET
DRY WELL
STORM MANHOLE
CLEAN OUT
SANITARY LIFT STATION
SANITARY VAULT
SANITARY MANHOLE
SS
STORM INLET (ROUND)
CB
SD
STORM INLET LID
STORM VAULT
CO
HANDHOLE (UNK /
OTHER TYPE)
RISER (UNK / OTHER
TYPE)
VAULT (UNK / OTHER
TYPE)
FW
FW
FW
FIRE RISER
FIRE VALVE
FIRE VAULT
IRR
IRR
IRRIGATION RISER
IRRIGATION VAULT
W
W
W
WATER MANHOLE
WATER RISER
WATER VAULT
G
G
SET MONUMENT AS
NOTED
FOUND MONUMENT AS
NOTED
POLE
UTILITY POLE W/DROP
GUY ANCHOR
TRANSFORMER
POWER METER
POWER RISER
POWER VAULT
LUMINAIRE / STREET
LIGHT
TRAFFIC SIGNAL
SIGNAL CONTROL BOX
CONIFER TREE
DECIDUOUS TREE
SHRUB
PHOTO CONTROL
SET CONTROL AS NOTED
FOUND CONTROL AS
NOTED
BENCH MARKSIGN
MAIL BOX
BOLLARD
RR CROSSING GATE
RR CROSSING SIGNAL
(NO GATE)
TEST BORE
MONITOR WELL
A
BRS
IP
IR
ALC
YPC
A/C ASPHALTIC CONCRETE
YELLOW PLASTIC CAP
ALUMINIUM CAP
IRON ROD
IRON PIPE
BRASS
AS-BUILT INFORMATION
RPC RED PLASTIC CAP
OPC ORANGE PLASTIC CAP
ENCROACHMENT
UKN UNKNOWN
P
P
P
P
P
POWER HANDHOLE
POWER MANHOLE
C
CTV
FO
C
C
C
COMS HANDHOLE
COMS COMMUNICATIONS
COMS RISER
COMS VAULT
COMS MANHOLE
FO
FO
T
T
T
T
CTV
CTV
TELCO HANDHOLE
TELCO RISER
TELCO VAULT
TELCO MANHOLE
FIBER HANDHOLE
FIBER RISER
FIBER VAULT
CABLE TV HANDHOLE
CABLE TV RISER
CABLE TV VAULT
F
FUEL FILLER
FUEL MANHOLE
SIG
SIG
PEDESTRIAN SIGNAL
SIGNAL VAULT
SIGNAL HANDHOLE
YARD LIGHT
TOWER
RR
RR
RR RR VAULT
RR HANDHOLE
RR RISER
RR SWITCH THROW
RR SIGNAL
VENT
PALM TREE
FOUND MONUMENT AS
NOTED (ALTERNATE)
SET MONUMENT AS
NOTED (ALTERNATE)
FOUND SECTION
CORNER AS NOTED
FOUND QUARTER
CONER AS NOTED
SET SECTION CORNER
AS NOTED
SET QUARTER CONER
AS NOTED
TEST PIT
TB
TP
HIGH OCCUPANCY
VEHICLE
HANDICAP PARKING
BIKE LANE
RAILROAD CROSSING
HFL HELD FOR LINE
SFNF SEARCHED FOR NOT
FOUND
BP COPPER PLUG
IR
IRRIGATION LINE
SG
BURIED SIGNAL
ASPHALTIC CONCRETE
ECSO SODA MTN
BASE.DWG
FEET
1:240
40200 jdpor
| Sheets and Views |
| V-1 |
| JPUTNAM@ORIONGEOMATICS.COM | |
| 2022-12-01T18:05:13-0800 | |
| John D Putnam | |
| I am the author of this document |
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