rfb 13291_for info only_FY20-21 Pothole Report_Angels Point.pdf
PDF 12 MB Posted
- Attached to
- RFB - COUNTYWIDE CULVERT REPAIR AND REPLACEMENT
- Solicitation number
- BPM013291
- Issued by
- California
About this file
This is a pothole report document for Angels Point submitted to a California county jurisdiction as informational material related to a countywide culvert repair and replacement request for bid (RFB 13291) for fiscal years 2020-2021. The report documents pothole conditions and locations at the Angels Point site, providing baseline data on road surface deterioration that informs the scope of infrastructure repair needs within the county's broader culvert and pavement maintenance program. The document serves as supporting documentation for bidders to assess project scope and site conditions prior to submitting proposals.
The report contains site-specific field observations and photographic or descriptive evidence of pothole damage, which contractors can reference when preparing bids and cost estimates for the countywide culvert repair and replacement initiative. This informational material helps ensure bidders have access to current condition assessments and can accurately price their proposals based on documented infrastructure needs across the county's portfolio.
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Text version
PPOOTTHHOOLLIINNGG RREEPPOORRTT
U T I L I T Y S U R V E Y O R S , I N C .
PPRREEPPAARREEDD BBYY::
April 8, 2019
2534 E. El Norte Parkway Suite C I Escondido, CA 92027 I P.760.480.2347 I F.760.739.8034 I airxus.com
Utility Locating and Potholing Area:
San Diego, CA
AIRX Project #: X190104 Project Name: Culvert Repair and Replacement Task Order No. 20
TABLE OF CONTENTS
1. Description of Pothole Procedures and Site-Specific Details
2. Pothole Project Map(s)
3. Pothole Location Map(s)
4. Pothole Tabulation Report
5. Pothole Data Sheet(s)
6. Permit(s)
A I R X U T I L I T Y S U R V E Y O R S , I N C .
Description of
Pothole Procedures and
Site Specific Details
DESCRIPTION OF POTHOLE PROCEDURES
AIRX Utility Surveyors performs a full range of specialized engineering services including Underground Utility Location and Vacuum Excavation (to verify depth and alignment of underground utilities).
Underground Utility Location employs sophisticated electronic locating devices to trace the route of an underground utility; then the route is marked on the surface with marking paint in paved areas, or with 60 penny nails and feathers in unpaved areas.
Vacuum excavation employs a vacuum truck in conjunction with high-pressure air or water to excavate material and expose an underground utility. A 10 to 12-inch diameter hole is first cored or chiseled through the pavement so that the vacuum hose and high pressure air or water hose can be inserted.
Utilities found during potholing are located on the surface by placing two reference points (typically 36” apart) on either side of the pothole along the centerline (or edge) of the utility, using paving nails or 60 penny nails as appropriate. Depth measurements (to the nearest ½ inch) are taken midway between the two reference points.
Utility alignment, depth, and other data is marked with pink paint (on pavement), or on wood lath (unpaved areas).
SITE SPECIFIC DETAILS
AIRX was contracted by the county of San Diego to perform utility locating and potholing services at across San Diego County, California. A total of 27 potholes were excavated to establish conflicts and connection points on a variety of utilities. The results of the data are contained in the attached spreadsheet and data sheets.
In preparation of these excavations, AIRX marked out the dig locations and called in for USA (Underground Service Alert). All traffic control plans and permits were drawn and applied for by AIRX and all traffic control was set up by
AIRX.
All of the excavations and discovery went without any incident except for potholes 19-A and 31-A, where additional potholes were added in order to locate the desired utility. Any changes and adjustments are mentioned in the Pothole Tabulation Report and the Pothole Data Sheets.
During the excavations, some potholes were cancelled upon request, or because the utility was out of conflict, or found in another pothole. Please see below:
• Pothole 7 was cancelled because the utility was found in Pothole 2
• Pothole 4 was cancelled because the utility was found in Pothole 5
• Pothole 14 was cancelled as it was out of conflict
• Pothole 17 was cancelled due to the telephone utility being out of conflict
• Potholes 22, 24 and 25 were cancelled per client request
All the results were annotated on the ground and in this report. It is AIRX’s recommendation that all pothole locations and the active mark out should be surveyed to aid in the adjustment of utilities on the final plan and profile.
At each pothole location, the utility alignment was marked with pink paint, as well as paving nails or feathers. AIRX used potable water acquired offsite for excavation and all water and material vacuumed was disposed of off-site. No water was allowed to flow into storm drains or natural drainages. The potholes were covered with clean backfill material and compacted to 95% density in 3” lifts. The pavement was patched with an equal thickness of replacement asphalt. All field work was performed between March 12, 2019 and April 1, 2019.
Pothole Project Map(s)
POTHOLE PROJECT MAP 1: Culvert Repair and Replacement Task Order No.20
PROJECT LOCATIONS ARE APPROXIMATE
POTHOLE LOCATION MAP 1
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POTHOLE PROJECT MAP 2: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 2
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POTHOLE PROJECT MAP 3: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 3
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POTHOLE PROJECT MAP 4: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 4
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POTHOLE PROJECT MAP 5: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 5
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POTHOLE PROJECT MAP 6: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 6
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POTHOLE PROJECT MAP 7: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 7
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POTHOLE PROJECT MAP 8: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 8
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POTHOLE PROJECT MAP 9: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 9
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POTHOLE PROJECT MAP 10: Culvert Repair and Replacement Task Order No.20
POTHOLE LOCATION MAP 10
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Pothole Location Map(s)
POTHOLE LOCATIONS ARE APPROXIMATE
PH-1
POTHOLE LOCATION MAP 1: Culvert Repair and Replacement Task Order 20
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PH-2
POTHOLE LOCATION MAP 2: Culvert Repair and Replacement Task Order 20
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PH-6
POTHOLE LOCATION MAP 3: Culvert Repair and Replacement Task Order 20
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PH-9
PH-8
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PH-5
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PH-11
POTHOLE LOCATION MAP 4: Culvert Repair and Replacement Task Order 20
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POTHOLE LOCATION MAP 5: Culvert Repair and Replacement Task Order 20
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PH-13
PH-12
PH-16
PH-15
PH-19
PH-18
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POTHOLE LOCATION MAP 6: Culvert Repair and Replacement Task Order 20
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PH-21
PH-23
POTHOLE LOCATION MAP 7: Culvert Repair and Replacement Task Order 20
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PH-27
POTHOLE LOCATION MAP 8: Culvert Repair and Replacement Task Order 20
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PH-28
PH-29
PH-30
PH-26
PH-31
POTHOLE LOCATION MAP 9: Culvert Repair and Replacement Task Order 20
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PH-33
POTHOLE LOCATION MAP 10: Culvert Repair and Replacement Task Order 20
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Pothole Tabulation Report
POTHOLE TABULATION REPORT: Culvert Repair and Replacement Task Order 20
Pothole
Number Date Street
Pavement
Thickness Utility Type
Utility Size &
Material Soil Type
Depth-Ground to
Top of Utility
Depth-Ground to
Top of
Encasement
Depth-Ground to
Bottom of
Encasement
Utility
Orientation
Pothole
Project Area
Map #
Pothole
Location Map
# Description & Location Notes
1 3/15/2019 Buena Creek Road
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Subgrade/Rock Water 30.0" Concrete
47.0" T/P N/A N/A NW/SE 1 1
Pothole 1 is located in NW bound lane of Buena Creek
Road, approximately 930 feet WNW of the intersection with Blue Bird Canyon Road.
Pipe is too large to measure with accuracy. Estimated to be approximately 30 inches.
2 3/13/2019 Mary Lane & Nabal
Street (Intersection)
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Gas 4.0" Plastic Subgrade 43.0" T/P N/A N/A W/E 2 2
Pothole 2 is loctaed in at the intersection of Nabal Street and Mary Lane. Please refer to Location Map 2 for the approximate location of Pothole 2.
2 3/13/2019 Mary Lane & Nabal
Street (Intersection)
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Telecom 2.0" PVC Subgrade 26.0" T/P N/A N/A N/S 2 2
Pothole 2 is loctaed in at the intersection of Nabal Street and Mary Lane. Please refer to Location Map 2 for the approximate location of Pothole 2.
5 3/14/2019 Mimulus
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Electric 4.0" PVC Subgrade 45.0" T/P N/A N/A WSW/ENE 3 3
Pothole 5 is located in the dirt, south of the ENE bound lane of Mimulus, between 6335 and 6349 Mimulus.
Please refer to Location Map 3 for the approximate location of Pothole 5.
5 3/14/2019 Mimulus
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Telecom 2.0" PVC Subgrade 32.0" T/P N/A N/A WSW/ENE 3 3
Pothole 5 is located in the dirt, south of the ENE bound lane of Mimulus, between 6335 and 6349 Mimulus.
Please refer to Location Map 3 for the approximate location of Pothole 5.
6 3/14/2019 Mimulus
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Water (5) 1.5" Copper Subgrade 23.0" T/P N/A N/A NNW/SSE 3 3
Pothole 6 is located in the ENE bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
6.
6 3/14/2019 Mimulus
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Telecom 5.0" Wide
Polyethylene Package Subgrade
11.0" T/Pkg
17.0" B/Pkg
N/A N/A WSW/ENE 3 3
Pothole 6 is located in the ENE bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
6.
6 3/14/2019 Mimulus
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Telecom 1.5" Polyethylene Subgrade 24.0" T/P N/A N/A NNW/SSE 3 3
Pothole 6 is located in the ENE bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
6.
7 3/14/2019 Mimulus
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Electric &
Telecom
18.0" Concrete
Encasement Subgrade N/A 64.0" T/E 81.0" B/E WSW/ENE 3 3
Pothole 7 is located in the ENE bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
7.
8 3/13/2019 Mimulus
Asphalt - 5.0"
Concrete - N/A
Base - 11.0"
Total - 16.0"
Sewer 10.0" VCP Clay 71.0" T/P N/A N/A WSW/ENE 3 3
Pothole 8 is located in the WSW bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
8.
Ground water present at 69 inches. Measured depth from the highest visible point. Pipeis declining towards the main sewer pipe. There is concrete around the joint, where the sewer service lateral meets the sewer system.
Found 2 inch thicj old road at 16 inches deep.
8 3/13/2019 Mimulus
Asphalt - 5.0"
Concrete - N/A
Base - 11.0"
Total - 16.0"
Sewer Service
Lateral 4.0" VCP Clay 64.0" T/P N/A N/A N/S 3 3
Pothole 8 is located in the WSW bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
8.
Ground water present at 69 inches. Measured depth from the highest visible point. Pipeis declining towards the main sewer pipe. There is concrete around the joint, where the sewer service lateral meets the sewer system.
Found 2 inch thicj old road at 16 inches deep.
9 3/13/2019 Mimulus
Asphalt - 7.0"
Concrete - N/A
Base - 5.0"
Total - 12.0"
Water 6.0" ACP Clay 55.0" T/P N/A N/A WSW/ENE 3 3
Pothole 9 is located in the WSW bound lane of Mimulus, outside of 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole
9.
Ground water present at 53 inches. There is also a thin concrete cap over the pipe.
10 3/13/2019 Mimulus
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
ATT-D (2) 0.25" Cables Clay 33.5" T/P N/A N/A WSW/ENE 3 3
Pothole 10 is located in the dirt, north of the WSW bound lane of Mimulus, outside of 6350 Mimulus. Please refer to Location Map 3 for the approximate location of
Pothole 10.
Page:
Number Date Street
Pavement
Thickness Utility Type
Utility Size &
Material Soil Type
Depth-Ground to
Top of Utility
Depth-Ground to
Top of
Encasement
Depth-Ground to
Bottom of
Encasement
Utility
Orientation
Pothole
Project Area
Map #
Pothole
Location Map
# Description & Location Notes
10 3/13/2019 Mimulus
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Electric 1.25" Plastic Clay 43.0" T/P N/A N/A WSW/ENE 3 3
Pothole 10 is located in the dirt, north of the WSW bound lane of Mimulus, outside of 6350 Mimulus. Please refer to Location Map 3 for the approximate location of
Pothole 10.
11 3/14/2019 Via De La Cumbre
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Telecom 2.0" PVC Subgrade 36.0" T/P N/A N/A WNW/ESE 4 4
Pothole 11 is located in the dirt, south of the ENE bound lane of Via De La Cumbre, approximately 160 feet ESE of the intersection with Lago Lindo.
Pothole was dug in the dirt. Large amount of asphalt debris inside Pothole.
11 3/14/2019 Via De La Cumbre
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Unknown 1.5" Black PVC Subgrade 37.0" T/P N/A N/A WNW/ESE 4 4
Pothole 11 is located in the dirt, south of the ENE bound lane of Via De La Cumbre, approximately 160 feet ESE of the intersection with Lago Lindo.
Pothole was dug in the dirt. Large amount of asphalt debris inside Pothole.
12 3/12/2019 Angels Point
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Water 6.0" Concrete Subgrade 41.0" T/P N/A N/A NNW/SSE 5 5
Pothole 12 is located in the NNW bound lane of Angels
Point, approximately 65 feet NNW of the intersection with Grandview Drive.
Angels Point starts out in a NNW direction and ends up in an easterly direction at the intersection with Heavenly way.
13 3/12/2019 Angels Point
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Sewer System 8.0" VCP Subgrade 62.0"T/P N/A N/A NNW/SSE 5 5
Pothole 13 is located in the middle of Angels Point, approximately 95 feet NNW of the intersection with
Grandview Drive.
15 3/12/2019 Angels Point
Asphalt - 6.0"
Concrete - N/A
Base - N/A
Total - 6.0"
Telecom 4.0"PVC Subgrade 18.0"T/P N/A N/A WNW/ESE 5 5
Pothole 15 is located in the SSE bound lane of Angels
Point, approximately 285 feet NNW of the intersection with Grandview Drive.
16 3/12/2019 Angels Point
Asphalt - 6.0"
Concrete - N/A
Base - N/A
Total - 6.0"
Sewer System 8.0" VCP Subgrade 88.0" T/P N/A N/A WNW/ESE 5 5
Pothole 16 is located in the middle of Angels Point, approximately 375 feet NNW of the intersection with
Grandview Drive.
18 3/12/2019 Heavenly Way
Asphalt - 2.0"
Concrete - N/A
Base - N/A
Total - 2.0"
Water 10.0" ACP Subgrade 44.5" T/P N/A N/A WSW/ENE 5 5
Pothole 18 is located in the east bound lane of Heavenly
Way, approximately 145 feet Sw of the intersection with
Angels Point.
Pothole 18 and 19 are at facing each other, on opposite sides of Heavenly Way.
19 3/12/2019 Heavenly Way
Asphalt - 3.0"
Concrete - N/A
Base - N/A
Total - 3.0"
Sewer
(Not Found) N/A
Decomposed
Granite N/A N/A N/A N/A 5 5
Pothole 19 is located in the west bound lane of Heavenly
Way, approximately 145 feet Sw of the intersection with
Angels Point.
Excavated to 120 inches deep and 36 inches wide. No sewer utility was found. Pothole 18 and 19 are at facing each other, on opposite sides of Heavenly Way.
19-A 3/14/2019 Heavenly Way
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Sewer System 8.0" VCP Subgrade 59.0" T/P N/A N/A WSW/ENE 5 5
Pothole 19-A is located in the middle of Heavenly Way, approximately 160 feet NNE with the intersection with
Angels Point.
20 3/18/2019 Harness Street
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Sewer Service
Lateral 4.0" Steel Subgrade 59.0" T/P N/A N/A N/S 6 6
Pothole 20 is located in the driveway in front of 8969
Harness Street. Please refer to Location Map 6 for the approximate location of Pothole 20.
21 3/19/2019 Harness Street
Asphalt - 3.0"
Concrete - N/A
Base - N/A
Total - 3.0"
Sewer Service
Lateral 4.0" VCP Subgrade 103.0" T/P N/A N/A N/S 6 6
Pothole 21 is located in the driveway in front of 8969
Harness Street. Please refer to Location Map 6 for the approximate location of Pothole 21.
23 4/1/2019 Bonita Road
Asphalt - 11.0"
Concrete - N/A
Base - N/A
Total - 11.0"
Fiber Optic
(Traffic Signal) 2.0" PVC Subgrade 32.0" T/P N/A N/A NE/SW 7 7
Pothole 23 is located in the north bound lane of Bonita
Road (next to the right hand turn lane) approximately 15 feet SW of the intersection with Central Avenue.
26 3/15/2019 Spangler Peak Road
Asphalt - 6.0"
Concrete - N/A
Base - N/A
Total - 6.0"
Street Light 4.0" PVC Subgrade 110.0" T/P N/A N/A N/S 8 8
Pothole 26 is located in the middle of Spangler Peak
Road, approximately 365 feet NNW of the intersection with Basset Way.
27 3/15/2019 Spangler Peak Road
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Sewer Lateral 4.0" Clay Subgrade 98.0" T/P N/A N/A NE/SW 8 8
Pothole 27 is located in the north bound lane of
Spangler Peak Road, approximately 285 feet NNW of the intersection with Basset Way.
Number Date Street
Pavement
Thickness Utility Type
Utility Size &
Material Soil Type
Depth-Ground to
Top of Utility
Depth-Ground to
Top of
Encasement
Depth-Ground to
Bottom of
Encasement
Utility
Orientation
Pothole
Project Area
Map #
Pothole
Location Map
# Description & Location Notes
28 3/14/2019 Spangler Peak Road
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Sewer Lateral
(Not Found) N/A N/A N/A N/A N/A N/A 8 8
Pothole 28 is located in the north bound lane of
Spangler Peak Road, approximately 225 feet NNW of the intersection with Basset Way.
Excavated to 120 inches deep and 24 inches wide in each direction.
29 3/14/2019 Spangler Peak Road
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Sewer Lateral 4.0" Clay Subgrade 92.0" T/P N/A N/A WSW/ENE 8 8
Pothole 29 is located in the north bound lane of
Spangler Peak Road, approximately 160 feet NNW of the intersection with Basset Way.
30 3/14/2019 Spangler Peak Road
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Storm Drain 36.0" Corrugated Pipe Subgrade 90.0" T/P N/A N/A WSW/ENE 8 8
Pothole 30 is located in the north bound lane of
Spangler Peak Road, approximately 185 feet NNW of the intersection with Basset Way.
30 3/14/2019 Spangler Peak Road
Asphalt - 4.0"
Concrete - N/A
Base - N/A
Total - 4.0"
Sewer Lateral 6.0" Clay Subgrade 77.0" T/P N/A N/A NNW/SSE 8 8
Pothole 30 is located in the north bound lane of
Spangler Peak Road, approximately 185 feet NNW of the intersection with Basset Way.
31 3/13/2019 Edgar Place
Asphalt - 5.0"
Concrete - N/A
Base - N/A
Total - 5.0"
Sewer System
(Not Found) N/A Subgrade/Rock N/A N/A N/A N/A 9 9
Pothole 31 is located in the middle of Edgar Place, approximately 60 feet SE of the intersection with Conrad
Drive.
Excavated to 132 inches deep and 36 inches wide. No sewer system utility was found. Potholes 31 and 31-A are located right next to one another.
31-A 3/15/2019 Edgar Place
Asphalt - 4.0"
Concrete - N/A
Base - 4.0"
Total - 8.0"
Sewer System 8.0" VCP Subgrade 75.0" T/P N/A N/A NNW/SSE 10 9
Pothole 31-A is located in the middle of Edgar Place, approximately 60 feet SE of the intersection with Conrad
Drive.
Potholes 31 and 31-A are located right next to one another.
33 3/15/2019 Kempton Street
Asphalt - N/A
Concrete - N/A
Base - N/A
Total - N/A
Sewer Service
Lateral 4.0" VCP Subgrade 73.0" T/P N/A N/A W/E 10 10
Pothole 33 is located in the dirt, east of the north bound lane of Kempton Street, approximately 45 feet north of the intersection with St George Street.
Pothole Data Sheet(s)
ENCASEMENT
TOP
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A NW/SE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
A downhole view of the 36 inch concrete water utility found in
Pothole 1 at the depth of 47 inches T/P. Utility runs in a NW/SE direction at the pothole location and was found directly on markout.
Pothole 1 is located in NW bound lane of Buena Creek Road, approximately 930 feet WNW of the intersection with Blue Bird
Canyon Road. The photo above was taken in front of Pothole 1 facing SE.
Yes
Yes
Yes
No
Subgrade/Rock
Subgrade/Rock
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
DOWNHOLE VIEWAREA SHOT
UTILITY
DEPTH
3/15/2019
*Pipe is too large to measure accurately, but is believed to be 30 inches in diameter.
47.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 9.0" CONCRETE: N/A
Water
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
30.0" Concrete *
N/A
PH 1
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A W/E
2 N/A N/A N/S
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
2 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" Plastic
2.0" PVC
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/13/2019
43.0" T/P
26.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 4.0" CONCRETE: N/A
Telecom
Gas
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 2 and their orientation at the pothole location: 4 inch plastic gas utility at the depth of 43 inches T/P and runs in a W/E direction; and a 2 inch
PVC telecom utility at the depth of 26 inches T/P and runs in a N/S direction. Utilities were found directly on markout.
Pothole 2 is loctaed in at the intersection of Nabal Street and Mary
Lane. Please refer to Location Map 2 for the approximate location of Pothole 2. The photo above was taken in front of Pothole 2 facing east .
Yes
Yes
Yes
No
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
DOWNHOLE VIEWAREA SHOT
PH 2
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
2 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
2 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" PVC
2.0" PVC
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/14/2019
Pothole was dug in the dirt. Pipes are stacked on top of one another.
45.0" T/P
32.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: N/A CONCRETE: N/A
Telecom
Electric
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 5 and their orientation at the pothole location: 4 inch PVC telecom utility at the depth of 45 inches T/P and runs in a WSW/ENE direction; and a 2 inch PVC telecom utility at the depth of 32 inches T/P and runs in a
WSW/ENE direction. Utilities were found directly on markout.
Pothole 5 is located in the dirt, south of the ENE bound lane of
Mimulus, between 6335 and 6349 Mimulus. Please refer to
Location Map 3 for the approximate location of Pothole 5. The photo above was taken in front of Pothole 5, 6 & 7 facing ENE.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 7 PH 6 PH 5
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A NNW/SSE
N/A N/A WSW/ENE
3 N/A N/A NNW/SSE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
2 N/A N/A N/A N/A
3 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
(5) 1.5" Copper
5.0" Wide Polyethylene
Package
N/A
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
Telecom 1.5" Polyethylene
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/14/2019
23.0" T/P
11.0" T/Pkg
17.0" B/Pkg
24.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Telecom
Water
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 6 and their orientation at the pothole location: (5) 1.5 inch copper water utilities at the depth of 23 inches T/P and runs in a NNW/SSE direction; 5 inch wide polyethylene package housing a telecom utility at the depth of 11 inches T/Pkg and 17 inches B/Pkg and runs in a
WSW/ENE direction; and a 1.5 inch polythylene telecom utility at the depth of 24 inches T/P and runs in a NNW/SSE direction.
Utilities were found directly on markout.
Pothole 6 is located in the ENE bound lane of Mimulus, outside of
6335 and 6349 Mimulus. Please refer to Location Map 3 for the approximate location of Pothole 6. The photo above was taken in front of Pothole 5,6 & 7 facing ENE.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
2.0" PVC
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/14/2019
32.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Electric & Telecom
UTILITY
DEPTH
A downhole view of the 18 inch wide concrete encasement housing an electric and telecom utilities found in Pothole 7 at the depth of 64 inches T/E and 81 inches B/E. Utility runs in a WSW/ENE direction at the pothole location and was found directly on markout.
Pothole 7 is located in the ENE bound lane of Mimulus, outside of
6335 and 6349 Mimulus. Please refer to Location Map 3 for the approximate location of Pothole 7. The photo above was taken in front of Pothole 5, 6 & 7 facing ENE.
Yes
Yes
Yes
No
N/A
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
2 N/A N/A N/S
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
2 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
10.0" VCP
4.0" VCP
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/13/2019
Sewer service lateral was measured from the highest visible point. Pipe declines towards main sewer pipe. Concrete surrounds the joint where the sewer system meets the sewer service lateral. Ground water was found at 69 inches deep. Old road was found at 16 inches deep, and is 2 inches thick.
71.0" T/P
64.0" T/P
BASE COURSE: 11.0"
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Sewer Service Lateral
Sewer
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 8 and their orientation at the pothole location: 10 inch VCP sewer utility at the depth of 71 inches T/P and runs in a WSW/ENE direction; and a 4 inch VCP sewer service lateral utility at the depth of 64 inches T/P and runs in a N/S direction. Utilities were found directly on markout.
Pothole 8 is located in the WSW bound lane of Mimulus, outside of
6335 and 6349 Mimulus. Please refer to Location Map 3 for the approximate location of Pothole 8. The photo above was taken in front of Pothole 8 & 9 facing WSW.
Yes
Yes
Yes
No
Clay
Clay
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 8 PH 9
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
6.0" ACP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/13/2019
There is a thin concrete cap over the pipe. Ground water was found at 53 inches deep.
55.0" T/P
BASE COURSE: 5.0"
SIZE &
MATERIAL
ASPHALT: 7.0" CONCRETE: N/A
Water
UTILITY
DEPTH
A downhole view of the 6 inch ACP water utility found in Pothole 9 at the depth of 55 inches T/P. Utility runs in a WSW/ENE direction at the pothole location and was found directly on markout.
Pothole 9 is located in the WSW bound lane of Mimulus, outside of
6335 and 6349 Mimulus. Please refer to Location Map 3 for the approximate location of Pothole 9. The photo above was taken in front of Pothole 8 & 9 facing WSW.
Yes
Yes
Yes
No
Clay
Clay
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 8 PH 9
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
2 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
(2) 0.25" Cables
1.5" Plastic
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/13/2019
Dug 53 inches deep and 24 inches wide. No other utilities were found.
33.5" T/P
43.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: N/A CONCRETE: N/A
Electric
ATT-D
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 10 and their orientation: (2) 0.25 inch ATT-D utilities (cables) at the depth of 33.5 inches T/P and a 1.25 inch plastic electric utility at the depth of 43 inches T/P. Utilities runs in a WSW/ENE direction at the pothole location and was found directly on markout.
Pothole 10 is located in the dirt, north of the WSW bound lane of
Mimulus, outside of 6350 Mimulus. Please refer to Location Map 3 for the approximate location of Pothole 10. The photo above was taken in front of Pothole 10 facing ENE.
Yes
Yes
Yes
No
Clay
Clay
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 10
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WNW/ESE
2 N/A N/A WNW/ESE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
2 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
2.0" PVC
1.5" Black PVC
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/15/2019
Pothole was dug in the dirt and has a large amount of asphalt debris inside.
36.0" T/P
37.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: N/A CONCRETE: N/A
Unknown
Telecom
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 11 and their orientation at the pothole location: 2 inch PVC telecom utility at the depth of 36 inches T/P and runs in a WNW/ESE direction; and a
1.5 inch black PVC unknown utility at the depth of 37 inches T/P and runs in a WNW/ESE direction. Utilities were found directly on markout.
Pothole 11 is located in the dirt, south of the ENE bound lane of
Via De La Cumbre, approximately 160 feet ESE of the intersection with Lago Lindo. The photo above was taken in front of Pothole 11 facing WNW.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 11
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A NNW/SSE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
6.0" Concrete
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/12/2019
41.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Water
UTILITY
DEPTH
A downhole view of the 6 inch concrete water utility found in Pothole
12 at the depth of 41 inches T/P. Utility runs in a NNW/SSE direction at the pothole location and was found directly on markout.
Pothole 12 is located in the NNW bound lane of Angels Point, approximately 65 feet NNW of the intersection with Grandview
Drive. The photo above was taken in front of Pothole 12 facing
NNW.
Yes
Yes
Yes
Yes
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 12
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A NNW/SSE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
8.0" VCP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/12/2019
62.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Sewer System
UTILITY
DEPTH
A downhole view of the 8 inch VCP sewer system utility found in
Pothole 13 at the depth of 62 inches T/P. Utility runs in a
NNW/SSE direction at the pothole location and was found directly on markout.
Pothole 13 is located in the middle of Angels Point, approximately
95 feet NNW of the intersection with Grandview Drive. The photo above was taken in front of Pothole 13 facing SSE.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 13
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WNW/ESE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" PVC
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/12/2019
18.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 6.0" CONCRETE: N/A
Telecom
UTILITY
DEPTH
A downhole view of the 4 inch PVC telecom utility found in Pothole
15 at the depth of 18 inches T/P. Utility runs in a WNW/ESE direction at the pothole location and was found directly on markout.
Pothole 15 is located in the SSE bound lane of Angels Point, approximately 285 feet NNW of the intersection with Grandview
Drive. The photo above was taken in front of Pothole 15 facing
NW.
Yes
Yes
Yes
No
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 15
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WNW/ESE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
8.0" VCP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/12/2019
88.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 6.0" CONCRETE: N/A
Sewer System
UTILITY
DEPTH
A downhole view of the 8 inch VCP sewer system utility found in
Pothole 16 at the depth of 88 inches T/P. Utility runs in a
WNW/ESE direction at the pothole location and was found directly on markout.
Pothole 16 is located in the middle of Angels Point, approximately
375 feet NNW of the intersection with Grandview Drive. The photo above was taken in front of Pothole 16 facing WNW.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 16
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
10.0" ACP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/12/2019
44.5" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 2.0" CONCRETE: N/A
Water
UTILITY
DEPTH
A downhole view of the 10 inch ACP water utility found in Pothole
18 at the depth of 44.5 inches T/P. Utility runs in a WSW/ENE direction at the pothole location and was found directly on markout.
Pothole 18 is located in the east bound lane of Heavenly Way, approximately 145 feet Sw of the intersection with Angels Point.
The photo above was taken in front of Pothole 18 facing ENE.
Yes
Yes
Yes
Yes
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 18
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A N/A
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/12/2019
N/A
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 3.0" CONCRETE: N/A
Sewer
UTILITY
DEPTH
A downhole view of the excavation to 120 inches deep and 36 inches wide. No sewer utility was found.
Pothole 19 is located in the west bound lane of Heavenly Way, approximately 145 feet Sw of the intersection with Angels Point.
The photo above was taken in front of Pothole 19 facing SSE.
Yes
Yes
Yes
No
N/A
Decomposed
Granite
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 19
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
8.0" VCP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
19-A
UTILITY
TYPE
3/15/2019
59.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Sewer System
UTILITY
DEPTH
A downhole view of the 8 inch VCP sewer system utility found in
Pothole 19-A at the depth of 59 inches T/P. Utility runs in a
WSW/ENE direction at the pothole location and was found directly on markout.
Pothole 19-A is located in the middle of Heavenly Way, approximately 160 feet NNE with the intersection with Angels
Point. The photo above was taken in front of Pothole 19 & 19-A facing NNW.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 19-A PH 19
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A N/S
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" Steel
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/18/2019
59.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: N/A CONCRETE: 4.0"
Sewer Service Lateral
UTILITY
DEPTH
A downhole view of the 4 inch steel sewer service lateral utility found in Pothole 20 at the depth of 59 inches T/P. Utility runs in a
N/S direction at the pothole location and was found directly on markout.
Pothole 20 is located in the driveway in front of 8969 Harness
Street. Please refer to Location Map 6 for the approximate location of Pothole 20. The photo above was taken in front of Pothole 20 facing north.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 20
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A N/S
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" VCP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/19/2019
103.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 3.0" CONCRETE: N/A
Sewer Service Lateral
UTILITY
DEPTH
A downhole view of the 4 inch VCP sewer service lateral utility found in Pothole 21 at the depth of 103 inches T/P. Utility runs in a
N/S direction at the pothole location and was found directly on markout.
Pothole 21 is located in the driveway in front of 8969 Harness
Street. Please refer to Location Map 6 for the approximate location of Pothole 21. The photo above was taken in front of Pothole 21 facing east.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 21
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
N/A N/A NE/SW
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
2.0" PVC
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
4/1/2019
32.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 11.0" CONCRETE: N/A
Fiber Optic (Traffic
Signal)
UTILITY
DEPTH
A downhole view of the 2 inch PVC fiber optic (traffic signal) utility found in Pothole 23 at the depth of 32 inches T/P. Utility runs in a
NE/SW direction at the pothole location and was found directly on markout.
Pothole 23 is located in the north bound lane of Bonita Road (next to the right hand turn lane) approximately 15 feet SW of the intersection with Central Avenue. The photo above was taken in front of Pothole
23 facing NE.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 23
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A N/S
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" PVC
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/15/2019
110.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 6.0" CONCRETE: N/A
Sewer Lateral
UTILITY
DEPTH
A downhole view of the 4 inch PVC sewer lateral utility found in
Pothole 26 at the depth of 110 inches T/P. Utility runs in a N/S direction at the pothole location and was found directly on markout.
Pothole 26 is located in the middle of Spangler Peak Road, approximately 365 feet NNW of the intersection with Basset Way.
The photo above was taken in front of Pothole 26 facing SE.
Yes
Yes
Yes
No
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 26
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A NA NE/SW
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" Clay
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/15/2019
98.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 4.0" CONCRETE: N/A
Sewer Lateral
UTILITY
DEPTH
A downhole view of the 4 inch clay sewer lateral utility found in
Pothole 27 at the depth of 98 inches T/P. Utility runs in a NE/SW direction at the pothole location and was found directly on markout.
Pothole 26 is located in the middle of Spangler Peak Road, approximately 365 feet NNW of the intersection with Basset Way.
The photo above was taken in front of Pothole 26 facing NE.
Yes
Yes
Yes
No
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 27
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
N/A N/A N/A
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/14/2019
N/A
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 4.0" CONCRETE: N/A
Sewer Lateral
(Not Found)
UTILITY
DEPTH
A downhole view of the excavation to 120 inchess deep and 48 inches wide. No sewer lateral utility was found.
Pothole 28 is located in the north bound lane of Spangler Peak
Road, approximately 225 feet NNW of the intersection with Basset
Way. The photo above was taken in front of Pothole 28 facing
NNW.
Yes
Yes
Yes
No
N/A
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 28
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" Clay
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/14/2019
92.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 4.0" CONCRETE: N/A
Sewer Lateral
UTILITY
DEPTH
A downhole view of the 4 inch clay sewer lateral utility found in
Pothole 29 at the depth of 92 inches T/P. Utility runs in a
WSW/ENE direction at the pothole location and was found directly on markout.
Pothole 29 is located in the north bound lane of Spangler Peak
Road, approximately 160 feet NNW of the intersection with Basset
Way. The photo above was taken in front of Pothole 29 facing
ENE.
Yes
Yes
Yes
No
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 29
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A WSW/ENE
2 N/A N/A NNW/SSE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
2 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
36.0" Corrugated Pipe
6.0" Clay
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/14/2019
90.0" T/P
77.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 4.0" CONCRETE: N/A
Sewer Lateral
Storm Drain
UTILITY
DEPTH
A downhole view of the utilities found in Pothole 30 and their orientation at the pothole location: 36 inch corrugated storm drain utility at the depth of 90 inches T/P and runs in a WSW/ENE direction; and a 6 inch clay sewer lateral utility at the depth of 77 inches T/P and runs in a NNW/SSE direction. Utilities were found directly on markout.
Pothole 30 is located in the north bound lane of Spangler Peak
Road, approximately 185 feet NNW of the intersection with Basset
Way. The photo above was taken in front of Pothole 30 facing _.
Yes
Yes
Yes
No
Sand
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 30
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
N/A N/A N/A
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
N/A
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/13/2019
N/A
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 5.0" CONCRETE: N/A
Sewer System
(Not Found)
UTILITY
DEPTH
A downhole view of the excavation to 132 inches deep and 36 inches wide. No sewer system utility was found.
Pothole 31 is located in the middle of Edgar Place, approximately
60 feet SE of the intersection with Conrad Drive. The photo above was taken in front of Pothole 31 facing SSE .
Yes
Yes
Yes
No
N/A
Subgrade/Rock
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 31
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A NNW/SSE
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
8.0" VCP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
31-A
UTILITY
TYPE
3/15/2019
75.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: 4.0" CONCRETE: N/A
Sewer System
UTILITY
DEPTH
A downhole view of the 8 inch VCP sewer system utility found in
Pothole 31-A at the depth of 75 inches T/P. Utility runs in a
NNW/SSE direction at the pothole location and was found directly on markout.
Pothole 31-A is located in the middle of Edgar Place, approximately 60 feet SE of the intersection with Conrad Drive.
The photo above was taken in front of Pothole 31-A facing ENE.
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 31-A
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
1 N/A N/A N/S
APPROXIMATE
STATION
NORTHING
COORDINATES
GROUND
ELEVATION
UTILITY
ELEVATION
1 N/A N/A N/A N/A
PAVEMENT THICKNESS: N/A
TARGET UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
COMMENTS:
4.0" VCP
N/A
RECORD OF TEST HOLE DATA
EASTING
COORDINATES
AIRX JOB NO:
TEST HOLE NO:
DATE EXCAVATED:
X190104
UTILITY
TYPE
3/15/2019
Pothole was dug in the dirt.
73.0" T/P
BASE COURSE: N/A
SIZE &
MATERIAL
ASPHALT: N/A CONCRETE: N/A
Sewer Service Lateral
UTILITY
DEPTH
A downhole view of the 4 inch VCP sewer service lateral utility found in Pothole 33 at the depth of 73 inches T/P. Utility runs in a
N/S direction at the pothole location and was found directly on markout.
Pothole 33 is located in the dirt, east of the north bound lane of
Kempton Street, approximately 45 feet north of the intersection with St George Street. The photo above was taken in front of
Pothole 33 facing south .
Yes
Yes
Yes
No
Subgrade
Subgrade
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
PH 33
Permit(s)
| POTHOLE PROJECT MAP 1.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 2.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 3.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 4.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 5.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 6.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 7.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 8.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 9.pdf |
| Slide Number 1 |
| POTHOLE PROJECT MAP 10.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 1.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 2.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 3.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 4.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 5.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 6.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 7.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 8.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 9.pdf |
| Slide Number 1 |
| POTHOLE LOCATION MAP 10.pdf |
| Slide Number 1 |
File details come from the government source that posted it. Updated .