CIP_4211_Pothole_1_DATA,_COB,_SW_Hart_Rd.pdf
PDF 6 MB Posted
- Solicitation number
- 26-020
- Issued by
- Washington County, Barlow City, Oregon
About this file
This is a Test Hole Report prepared by VacX utility locating services for the City of Beaverton, Oregon, documenting subsurface utility investigations conducted between March 21 and April 3, 2023, across multiple project locations including SW Hart Road, Hart Road Traffic Circle, SW Sorrento Road, SW Juniper Terrace, and SW Dale Avenue. The report contains 35 test holes (TH) and numbered subsections identifying and mapping the location, depth, size, material composition, and orientation of existing utilities including natural gas lines (ranging from 0.75" to 4" in various coatings), water mains (ranging from 1.5" to 16" in cast iron, ductile iron, or PVC), communications infrastructure (fiber optic conduits and concrete encasements), electrical conduits, and cable television lines. Each test hole entry includes precise elevation data, measurements of cover depth over utilities, pavement core thickness, horizontal and vertical distances from reference points, and cross-sectional sketches. The investigations were conducted to support capital improvement projects CIP 4136 (SW 22nd Street waterline and sewer improvements) and CIP 4211 (SW Hart Road Traffic Circle waterline improvements), with pothole locations strategically positioned to identify utility conflicts prior to construction. Notably, one utility location (TH #20 for a Ziply Fiber line on SW Juniper Terrace) could not be found despite excavation to 6 feet depth due to ground conditions and hole stability issues.
The test hole data reveals a complex subsurface environment with multiple utility systems at varying depths, with cover depths ranging from approximately 1 to 7 feet and several instances where utilities were located offset from initial locates or marked positions. Utility owners identified include NW Natural Gas, City of Beaverton water and sewer systems, Ziply Fiber, Portland General Electric (PGE), and Comcast, with all investigations documented by Jason Jones of VacX (contact: 541-505-5074 ext 105 or JJ@VacX.com). The report includes remarks on challenging site conditions, such as groundwater interference during investigation TH #2 and utility location discrepancies noted in several test holes, providing critical baseline information for contractors to plan excavation, trench support, and utility protection measures during the waterline and sewer rehabilitation construction phases.
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TH # 1
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 2" Tarcoat Steel.
Date: 4/3/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 10" A.C Steel (Tarcoat). Est Ht: 0.20 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.20 ft
29.00' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+13A
-3.00 ft.
(Est) -3.20 ft.
0.37
-3.37 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.05 7.05 -3.00 1.80 7.05 -5.25 218.61 216.73 213.36
Rod Grnd Rod Util. Dist.
3.68 7.05 -3.37
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Tarcoat Steel.
Runs N/S.
#1 - 2" Tarcoat Steel Gas.
Runs N/S.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
(541) 517-0754 Cell Email: JJ@Vacx.com
TH # 2
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 10" Cast Iron.
Date: 3/29/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 8" A.C Cast Iron. Est Ht: 1.00 ft Remarks: P.K is 2.00 ft South of North curbline.
Set utility tell-tale? NO Est width: 1.00 ft We were unable to get a picture of the utility due
3.00' North of VacX P.K. to ground water. We did get a visual, but as soon Sketch apparent X-section of structure:
as we shut the vacuum off, Approximate station location: 1+34A the utility was covered with water again.
-4.90 ft.
(Est) -5.90 ft.
-0.05
-4.85 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.96 8.86 -4.90 1.80 8.86 -7.06 218.61 216.40 211.55
Rod Grnd Rod Util. Dist.
4.01 8.86 -4.85
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Hart Rd C/L.
VacX P.K
Utility Coordination Service
(541) 505-5074
Water 10" Cast Iron.
Runs E/W.
#2 - 10" Cast Iron Water.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 3
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.25" Poly.
Date: 3/29/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 12" A.C Poly. Est Ht: 0.12 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.12 ft
13.35' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+73A
-2.55 ft.
(Est) -2.67 ft.
0.16
-2.71 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.09 6.64 -2.55 1.80 6.64 -4.84 218.61 216.48 213.77
Rod Grnd Rod Util. Dist.
3.93 6.64 -2.71
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.25" Poly.
Runs NW/SE.
#3 - 1.25" Poly Communications.
Runs NW/SE.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 4
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 4" Tarcoat Steel.
Date: 3/29/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: N/A Steel (Tarcoat). Est Ht: 0.40 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? YES Est width: 0.40 ft
5.45' South of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+46A
-3.36 ft.
(Est) -3.76 ft.
0.39
-3.75 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.35 7.71 -3.36 1.80 7.71 -5.91 218.61 216.45 212.70
Rod Grnd Rod Util. Dist.
3.96 7.71 -3.75
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 4" Tarcoat Steel.
Runs E/W.
#4 - 4" Tarcoat Steel Gas.
Runs E/W.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 4.1
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 3/4" Epoxy Steel.
Date: 3/29/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 15" A.C Steel (Epoxy Coated). Est Ht: 0.07 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.07 ft
13.15' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 2+67A
-3.11 ft.
(Est) -3.18 ft.
-0.41
-2.70 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.83 6.94 -3.11 1.80 6.94 -5.14 218.61 216.17 213.47
Rod Grnd Rod Util. Dist.
4.24 6.94 -2.70
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 3/4" Epoxy Steel.
Runs N/S.
#4.1 - 3/4" Epoxy Steel Gas.
Runs N/S.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 4.2
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 4/3/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 13" A.C Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.15 ft
12.85' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 2+54A
-6.99 ft.
(Est) -7.14 ft.
-0.37
-6.62 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.00 10.99 -6.99 1.80 10.99 -9.19 218.61 216.04 209.42
Rod Grnd Rod Util. Dist.
4.37 10.99 -6.62
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.5" Poly.
Runs N/S.
#4.2 - 1.5" Poly Communications.
Runs N/S.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 7
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 3/29/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 12" A.C Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.15 ft
5.70' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 4+01A
-3.88 ft.
(Est) -4.03 ft.
-0.08
-3.80 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.06 7.94 -3.88 1.80 7.94 -6.14 218.61 216.27 212.47
Rod Grnd Rod Util. Dist.
4.14 7.94 -3.80
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.5" Poly.
Runs N/S.
#7 - 1.5" Poly Communications.
Runs N/S.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 7.1
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.25" Poly.
Date: 3/29/2023 Pothole Location: SW Hart Rd, Beaverton.
Pvmt. Core
Thickness: 12" A.C Poly. Est Ht: 0.12 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.12 ft
5.00' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 3+97A
-2.32 ft.
(Est) -2.44 ft.
-0.07
-2.25 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.18 6.50 -2.32 1.80 6.50 -4.70 218.61 216.16 213.91
Rod Grnd Rod Util. Dist.
4.25 6.50 -2.25
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Hart Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.25" Poly.
Runs N/S.
#7.1 - 1.25" Poly Communications.
Runs N/S.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 9
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 3/28/2023 Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: 13" A.C Concrete. Est Ht: 2.85 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: Unknown. We found the South edge of the encasement. All
19.90' North of VacX P.K. measurements taken from the South edge.
Sketch apparent X-section of structure:
Approximate station location: 5+56A
-4.68 ft.
(Est) -7.53 ft.
-0.81
-3.87 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.09 8.77 -4.68 1.80 8.77 -6.97 218.61 215.51 211.64
Rod Grnd Rod Util. Dist.
4.90 8.77 -3.87
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#9 - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 10
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 2" Epoxy Steel.
Date: 3/28/2023 Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: N/A Steel (Epoxy Coated). Est Ht: 0.20 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? YES Est width: 0.20 ft
43.35' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 5+92A
-5.87 ft.
(Est) -6.07 ft.
-1.20
-4.67 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.12 8.99 -5.87 1.80 8.99 -7.19 218.61 216.09 211.42
Rod Grnd Rod Util. Dist.
4.32 8.99 -4.67
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 45 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Epoxy Steel.
Runs NW/SE.
#10 - 2" Epoxy Steel Gas.
Runs NW/SE.
VacX P.K
Facing North.Facing SouthEast.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 11
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 4" Tarcoat Steel.
Date: 3/28/2023 Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: 8" A.C Steel (Tarcoat). Est Ht: 0.40 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.40 ft
7.90' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+12B
-4.85 ft.
(Est) -5.25 ft.
-0.23
-4.62 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.73 8.58 -4.85 1.80 8.58 -6.78 218.61 216.45 211.83
Rod Grnd Rod Util. Dist.
3.96 8.58 -4.62
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 45 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 4" Tarcoat Steel.
Runs NE/SW.
#11 - 4" Tarcoat Steel Gas.
Runs NE/SW.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 12
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 4/3/2023 Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: N/A Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? YES Est width: 0.15 ft
6.00' South of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+50B
-2.22 ft.
(Est) -2.37 ft.
0.27
-2.49 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.79 6.01 -2.22 1.80 6.01 -4.21 218.61 216.89 214.40
Rod Grnd Rod Util. Dist.
3.52 6.01 -2.49
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.5" Poly.
Runs E/W.
#12 - 1.5" Poly Communications.
Runs E/W.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 12.1
VacX # V23-10866C Utility Owner/operator: PGE
Customer: City of Beaverton Utility type: Power, 2" PVC.
Date: 3/28/2023 Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: 4" A.C PVC. Est Ht: 0.20 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.20 ft
6.10' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+57B
-2.72 ft.
(Est) -2.92 ft.
-0.13
-2.59 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.40 6.12 -2.72 1.80 6.12 -4.32 218.61 216.88 214.29
Rod Grnd Rod Util. Dist.
3.53 6.12 -2.59
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Power, 2" PVC.
Runs N/S.
#12.1 - 2" PVC Power.
Runs N/S.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 12.2
VacX # V23-10866C Utility Owner/operator: Ziply Fiber/NW Natural Gas
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 3/28/2023 Gas, 3/4" Epoxy Steel.
Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: 8" A.C Concrete/ Epoxy Steel. Est Ht: 1.40 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: Unknown. We found the South edge of the encasement. All
19.00' North of VacX P.K. measurements taken from the South edge.
Sketch apparent X-section of structure:
Approximate station location: 1+63B
-3.93 ft.
(Est) -5.33 ft.
-0.89 Vertical dist P.k to top of Gas= -2.93 ft
Vertical dist P.k to top of Comm= -3.93 ft
-3.04 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
2.84 6.77 -3.93 1.80 6.77 -4.97 218.61 216.68 213.64
Rod Grnd Rod Util. Dist.
3.73 6.77 -3.04
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of Comm:
VacX P.K is set inline with Gas.
Vertical dist P.K to top of Comm:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 3/4" Epoxy Steel. Runs N/S.
Comm, Concrete Encasement. Runs NW/SE.
#12.2 - 3/4" Epoxy Steel Gas. Runs N/S.
Concrete Encasement Communications. Runs NW/SE.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 12.3
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 4" Tarcoat Steel.
Date: 3/28/2023 Pothole Location: Hart Rd Traffic Circle, Beaverton.
Pvmt. Core
Thickness: 7" A.C Steel (Tarcoat). Est Ht: 0.40 ft Remarks: P.K is 2.00 ft South of North curbface.
Set utility tell-tale? NO Est width: 0.40 ft
19.00' North of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+85B
-3.09 ft.
(Est) -3.49 ft.
-0.01
-3.08 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
2.00 5.09 -3.09 1.80 5.09 -3.29 218.61 218.40 215.32
Rod Grnd Rod Util. Dist.
2.01 5.09 -3.08
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.
VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 4" Tarcoat Steel.
Runs E/W.
#12.3 - 4" Tarcoat Steel Gas.
Runs E/W.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 13
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 3/28/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: 8" A.C Concrete. Est Ht: 3.30 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: Unknown. We found the North edge of the encasement. All
3.65' North of VacX P.K. measurements taken from the North edge.
Sketch apparent X-section of structure:
Required 2 potholes in order
Approximate station location: 2+44B to get acurate measurements.
-2.20 ft.
(Est) -5.50 ft.
0.11
-2.31 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.38 6.58 -2.20 1.80 6.58 -4.78 218.61 216.14 213.83
Rod Grnd Rod Util. Dist.
4.27 6.58 -2.31
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#13 - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 13.1
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 3/28/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: 6" A.C Concrete. Est Ht: 1.70 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: Unknown. We found the South edge of the encasement. All
10.35' North of VacX P.K. measurements taken from the South edge.
Sketch apparent X-section of structure:
Approximate station location: 2+44B
-2.54 ft.
(Est) -4.24 ft.
0.19
-2.73 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
5.12 7.66 -2.54 1.80 7.66 -5.86 218.61 215.48 212.75
Rod Grnd Rod Util. Dist.
4.93 7.66 -2.73
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#13.1 - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 13.2
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 4/3/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: N/A Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? YES Est width: 0.15 ft
3.70' South of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 2+44B
-1.24 ft.
(Est) -1.39 ft.
0.41
-1.65 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.11 5.35 -1.24 1.80 5.35 -3.55 218.61 216.71 215.06
Rod Grnd Rod Util. Dist.
3.70 5.35 -1.65
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.5" Poly.
Runs NE/SW.
#13.2 - 1.5" Poly Communications.
Runs NE/SW.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 14
VacX # V23-10866C Utility Owner/operator: Ziply Fiber/ NW Natural Gas
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 3/28/2023 Gas, 2" Epoxy Steel.
Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: 8" A.C Poly/ Epoxy Steel. Est Ht: 0.20 ft Remarks: P.K is 2.00 ft South of North curbface.
Set utility tell-tale? NO Est width: 0.20 ft
5.00' & 5.75' South of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+58C
-2.00 ft.
(Est) -2.20 ft.
Vertical dist P.K to top of Comm= -1.70 ft
0.55 Vertical dist P.K to top of Gas= -2.00 ft
-2.55 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.36 6.36 -2.00 1.80 6.36 -4.56 218.61 216.60 214.05
Rod Grnd Rod Util. Dist.
3.81 6.36 -2.55
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Epoxy Steel. Runs NE/SW.
Comm, 1.5" Poly. Runs NE/SW.
#14 - 2" Epoxy Steel Gas. Runs NE/SW.
1.5" Poly Communications. Runs NE/SW.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 14.1
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 6" Ductile Iron.
Date: 3/29/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: 4" A.C Ductile Iron. Est Ht: 0.60 ft Remarks: P.K is 2.00 ft South of North curbface.
Set utility tell-tale? NO Est width: 0.60 ft Utility was 5.00 ft North of locate.
1.10' South of VacX P.K. Required 2 potholes to find utility.
Sketch apparent X-section of structure:
Approximate station location: 1+90C
-3.06 ft.
(Est) -3.66 ft.
0.00
-3.06 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.48 7.54 -3.06 1.80 7.54 -5.74 218.61 215.93 212.87
Rod Grnd Rod Util. Dist.
4.48 7.54 -3.06
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Water, 6" Ductile Iron.
Runs E/W.
#14.1 - 6" Ductile Iron Water.
Runs E/W.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 15
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 1.5" PVC.
Date: 3/28/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 4" A.C PVC. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft West of East curbface.
Set utility tell-tale? NO Est width: 0.15 ft Utility was 2.30 ft North of locate.
4.10' West of VacX P.K. Required 2 potholes to find utility.
Sketch apparent X-section of structure:
Approximate station location: 6+91A
-2.08 ft.
(Est) -2.23 ft.
-0.22
-1.86 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.55 6.63 -2.08 1.80 6.63 -4.83 218.61 215.64 213.78
Rod Grnd Rod Util. Dist.
4.77 6.63 -1.86
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Water, 1.5" PVC.
Runs E/W.
#15 - 1.5" PVC Water.
Runs E/W.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 17
VacX # V23-10866C Utility Owner/operator: PGE/Ziply
Customer: City of Beaverton Utility type: Power/Comm, (2) 3" Poly.
Date: 3/28/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 3" A.C Poly. Est Ht: 0.30 ft Remarks: P.K is 2.00 ft West of East curbface.
Set utility tell-tale? NO Est width: 0.60 ft
3.80' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 7+44A
-3.52 ft.
(Est) -3.82 ft.
-0.22
-3.30 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
5.01 8.53 -3.52 1.80 8.53 -6.73 218.61 215.18 211.88
Rod Grnd Rod Util. Dist.
5.23 8.53 -3.30
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Power/Comm, (2) 3" Poly.
Runs E/W.
#17 - (2) 3" Poly Power/Communications.
Runs E/W.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 18
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 2" Epoxy Steel.
Date: 4/3/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: N/A Steel (Epoxy Coated). Est Ht: 0.20 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? YES Est width: 0.20 ft
3.70' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 7+72A
-2.03 ft.
(Est) -2.23 ft.
0.15
-2.18 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.24 6.27 -2.03 1.80 6.27 -4.47 218.61 216.32 214.14
Rod Grnd Rod Util. Dist.
4.09 6.27 -2.18
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Epoxy Steel.
Runs N/S.
#18 - 2" Epoxy Steel Gas.
Runs N/S.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 19
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 2" Cast Iron.
Date: 3/29/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Cast Iron. Est Ht: 0.20 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.20 ft
14.60' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 8+24A
-3.58 ft.
(Est) -3.78 ft.
1.31
-4.89 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.18 7.76 -3.58 1.80 7.76 -5.96 218.61 217.54 212.65
Rod Grnd Rod Util. Dist.
2.87 7.76 -4.89
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Water, 2" Cast Iron.
Runs E/W.
#19 - 2" Cast Iron Water.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 20
VacX # V23-10866C Utility Owner/operator: Ziply Fiber.
Customer: City of Beaverton Utility type: Fiber, UTILITY NOT FOUND.
Date: 3/27/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 4" A.C Unknown. Est Ht: Unknown. Remarks: P.K is 2.00 ft South of North curbface.
Set utility tell-tale? NO Est width: Unknown. We dug down to 6.00 ft deep but were unable to
2.30' South of VacX P.K. keep as the hole kept caving in even with shoring.
Sketch apparent X-section of structure:
UTILITY NOT FOUND.
Approximate station location: 8+55A
N/A ft.
(Est) N/A ft.
N/A
N/A ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.66 N/A N/A 1.80 N/A ###### 218.61 #VALUE! #VALUE!
Rod Grnd Rod Util. Dist.
3.52 N/A N/A
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Juniper Terrace C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Fiber, UTILITY NOT FOUND
#20 - Fiber, UTILITY NOT FOUND.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 21
VacX # V23-10866C Utility Owner/operator: Comcast
Customer: City of Beaverton Utility type: CATV, 1.5" Poly.
Date: 3/27/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 4" A.C Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.15 ft
9.40' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 8+76A
-1.00 ft.
(Est) -1.15 ft.
0.90
-1.90 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.44 5.44 -1.00 1.80 5.44 -3.64 218.61 216.87 214.97
Rod Grnd Rod Util. Dist.
3.54 5.44 -1.90
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
CATV, 1.5" Poly.
Runs E/W.
#21 - 1.5" Poly Cable TV.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 21.1
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 3/27/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.15 ft
8.50' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 9+87A
-4.49 ft.
(Est) -4.64 ft.
-0.01
-4.48 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.23 7.72 -4.49 1.80 7.72 -5.92 218.61 217.17 212.69
Rod Grnd Rod Util. Dist.
3.24 7.72 -4.48
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.5" Poly.
Runs E/W.
#21.1 - 1.5" Poly Communications.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 22
VacX # V23-10866C Utility Owner/operator: Comcast
Customer: City of Beaverton Utility type: CATV, 1.5" Poly.
Date: 3/27/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.15 ft
9.25' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 9+92A
-2.78 ft.
(Est) -2.93 ft.
-0.34
-2.44 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.46 6.24 -2.78 1.80 6.24 -4.44 218.61 216.61 214.17
Rod Grnd Rod Util. Dist.
3.80 6.24 -2.44
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
CATV, 1.5" Poly.
Runs E/W.
#22 - 1.5" Poly Cable TV.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 23
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 2" Epoxy Steel.
Date: 3/27/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: N/A Steel (Epoxy Coated). Est Ht: 0.20 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? YES Est width: 0.20 ft
3.80' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 10+04A
-2.07 ft.
(Est) -2.27 ft.
0.28
-2.35 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.40 6.47 -2.07 1.80 6.47 -4.67 218.61 216.29 213.94
Rod Grnd Rod Util. Dist.
4.12 6.47 -2.35
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Epoxy Steel.
Runs N/S.
#23 - 2" Epoxy Steel Gas.
Runs N/S.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 24
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 8" Ductile Iron.
Date: 3/27/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Ductile Iron. Est Ht: 0.80 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.80 ft
9.35' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 10+48A
-3.86 ft.
(Est) -4.66 ft.
-0.34
-3.52 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
2.74 6.60 -3.86 1.80 6.60 -4.80 218.61 217.33 213.81
Rod Grnd Rod Util. Dist.
3.08 6.60 -3.52
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Water, 8" Ductile Iron.
Runs E/W.
#24 - 8" Ductile Iron Water.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 25
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1" Poly.
Date: 3/29/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 4" A.C Poly. Est Ht: 0.10 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.10 ft
31.10' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 1+32D
-4.61 ft.
(Est) -4.71 ft.
-1.91
-2.70 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
2.47 7.08 -4.61 1.80 7.08 -5.28 218.61 216.03 213.33
Rod Grnd Rod Util. Dist.
4.38 7.08 -2.70
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1" Poly.
Runs N/S.
#25 - 1" Poly Communications.
Runs N/S.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 27
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 1" Epoxy Steel.
Date: 3/22/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 4" A.C Steel (Epoxy Coated). Est Ht: 0.10 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.10 ft
5.35' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 11+00A
-4.69 ft.
(Est) -4.79 ft.
-0.08
-4.61 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.04 7.73 -4.69 1.80 7.73 -5.93 218.61 217.29 212.68
Rod Grnd Rod Util. Dist.
3.12 7.73 -4.61
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 1" Epoxy Steel.
Runs E/W.
#27 - 1" Epoxy Steel Gas.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 28
VacX # V23-10866C Utility Owner/operator: PGE
Customer: City of Beaverton Utility type: Power, 3" Poly.
Date: 3/22/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 4" A.C Poly. Est Ht: 0.30 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.30 ft Cable TV was also located here, but it appears to
5.55' East of VacX P.K. be mismarked as we didn't find it. We only found Sketch apparent X-section of structure:
the power.
Approximate station location: 10+92A
-4.74 ft.
(Est) -5.04 ft.
-0.11
-4.63 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.80 8.54 -4.74 1.80 8.54 -6.74 218.61 216.50 211.87
Rod Grnd Rod Util. Dist.
3.91 8.54 -4.63
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Power, 3" Poly.
Runs E/W.
#28 - 3" Poly Power.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 29
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 6" Cast Iron.
Date: 3/21/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 6" A.C Cast Iron. Est Ht: 0.60 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.60 ft
10.75' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 12+26A
-3.79 ft.
(Est) -4.39 ft.
-0.50
-3.29 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.99 7.78 -3.79 1.80 7.78 -5.98 218.61 215.92 212.63
Rod Grnd Rod Util. Dist.
4.49 7.78 -3.29
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Water, 6" Cast Iron.
Runs E/W.
#29 - 6" Cast Iron Water.
Runs E/W.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 30
VacX # V23-10866C Utility Owner/operator: Comcast
Customer: City of Beaverton Utility type: CATV, (2) 1" Poly.
Date: 3/21/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 6" A.C Poly. Est Ht: 0.10 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? NO Est width: 0.40 ft
8.30' East of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 12+52A
-3.12 ft.
(Est) -3.22 ft.
-0.40
-2.72 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.59 6.71 -3.12 1.80 6.71 -4.91 218.61 216.42 213.70
Rod Grnd Rod Util. Dist.
3.99 6.71 -2.72
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 45 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
CATV, (2) 1" Poly.
Runs NW/SE.
#30 - (2) 1" Poly Cable TV.
Runs NW/SE.
VacX P.K
Facing East.Facing East.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 31
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 2" Epoxy Steel.
Date: 3/22/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: N/A Steel (Epoxy Coated). Est Ht: 0.20 ft Remarks: P.K is 2.00 ft East of West curbface.
Set utility tell-tale? YES Est width: 0.20 ft
3.80' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 12+62A
-1.81 ft.
(Est) -2.01 ft.
0.17
-1.98 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.05 5.86 -1.81 1.80 5.86 -4.06 218.61 216.53 214.55
Rod Grnd Rod Util. Dist.
3.88 5.86 -1.98
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Epoxy Steel.
Runs N/S.
#31 - 2" Epoxy Steel Gas.
Runs N/S.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 31.1
VacX # V23-10866C Utility Owner/operator: City of Beaverton
Customer: City of Beaverton Utility type: Water, 8" Cast Iron.
Date: 4/3/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Cast Iron. Est Ht: 0.80 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Est width: 0.80 ft Consider SW Dale Ave to run East/West
1.65' North of VacX P.K. Marked #31.1 in the field.
Sketch apparent X-section of structure:
Approximate station location: 1+62E
-4.52 ft.
(Est) -5.32 ft.
0.10
-4.62 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.95 8.47 -4.52 1.80 8.47 -6.67 218.61 216.56 211.94
Rod Grnd Rod Util. Dist.
3.85 8.47 -4.62
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Dale Ave C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Water, 8" Cast Iron.
Runs E/W.
#31.1 - 8" Cast Iron Water.
Runs E/W.
VacX P.K
Facing North.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 32
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 2" Epoxy Steel.
Date: 3/22/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Steel (Epoxy Coated). Est Ht: 0.20 ft Remarks: P.K is 2.00 ft South of North curbface of Dale Ave.
Set utility tell-tale? NO Est width: 0.20 ft Consider NW Juniper Terrace to run North/South
17.75' South of VacX P.K. We dug down to 5.50 ft deep and didn't see any Sketch apparent X-section of structure:
signs of any other utilities.
Approximate station location: 1+32E We also hooked up on other surrounding utilities, and
-2.83 ft. found all the signals put us on the gas line. This leads
(Est) -3.03 ft. us to believe they cross the gas in close proximity, and
0.22 the signal is bleeding off on the gas line.
-3.05 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.56 7.39 -2.83 1.80 7.39 -5.59 218.61 216.07 213.02
Rod Grnd Rod Util. Dist.
4.34 7.39 -3.05
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Dale Ave C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 2" Epoxy Steel.
Runs N/S.
#32 - 2" Epoxy Steel Gas.
Runs N/S.
VacX P.K
Facing South.Facing South.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 32.1
VacX # V23-10866C Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, 1.5" Poly.
Date: 3/22/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Poly. Est Ht: 0.15 ft Remarks: P.K is 2.00 ft West of East curbface.
Set utility tell-tale? NO Est width: 0.15 ft Consider NW Juniper Terrace to run North/South
21.65' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 13+80A
-2.71 ft.
(Est) -2.86 ft.
0.94
-3.65 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.85 6.56 -2.71 1.80 6.56 -4.76 218.61 217.50 213.85
Rod Grnd Rod Util. Dist.
2.91 6.56 -3.65
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
SW Juniper Terrace C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, 1.5" Poly.
Runs E/W.
#32.1 - 1.5" Poly Communications.
Runs E/W.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 32.2
VacX # V23-10866C Utility Owner/operator: NW Natural Gas
Customer: City of Beaverton Utility type: Gas, 3/4" Epoxy Steel.
Date: 3/22/2023 Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Steel (Epoxy Coated). Est Ht: 0.07 ft Remarks: P.K is 2.00 ft West of East curbface.
Set utility tell-tale? NO Est width: 0.07 ft Consider NW Juniper Terrace to run North/South
21.60' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 14+02A
-0.51 ft.
(Est) -0.58 ft.
0.93
-1.44 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.96 4.47 -0.51 1.80 4.47 -2.67 218.61 217.38 215.94
Rod Grnd Rod Util. Dist.
3.03 4.47 -1.44
Vertical dist P.K to grnd surface:
X-section looking NORTH Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set inline with utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Juniper Terrace C/L. VacX P.K
Utility Coordination Service
(541) 505-5074
Gas, 3/4" Epoxy Steel.
Runs E/W.
#32.2 - 3/4" Epoxy Steel Gas.
Runs E/W.
VacX P.K
Facing West.Facing West.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # 33
VacX # V23-10866C Utility Owner/operator: NW Natural Gas/City of Beaverton
Customer: City of Beaverton Utility type: Gas, 3/4" Epoxy Steel.
Date: 3/22/2023 Water, 6" Cast Iron.
Pothole Location: SW Juniper Terrace, Beaverton.
Pvmt. Core
Thickness: 5" A.C Steel/Cast Iron. Est Ht: 0.60 ft Remarks: P.K is 2.00 ft West of East curbface.
Set utility tell-tale? NO Est width: 0.60 ft Consider NW Juniper Terrace to run North/South
2.85' West of VacX P.K.
Sketch apparent X-section of structure:
Approximate station location: 14+23A
-2.44 ft.
(Est) -3.04 ft.
Vertical dist P.K to top of 3/4" Gas= -1.49 ft
0.15 Vertical dist P.K to top of 6" Water= -2.44 ft
-2.59 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
3.80 6.24 -2.44 1.80 6.24 -4.44 218.61…
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