HomeMy WebLinkAboutEmpire Pipeline; 2010-03-31; PWS10-21ENG Part 2 of 3APPENDIX D
POTHOLE DATA
REPORT
FOR
City of Carlsbad
1635 Faraday Avenue
Carlsbad, California 92008
PROJECT
Utility Potholing
State Street Storm Drain Replacement
Carlsbad, California
(City Project No. 66071)
TABLE OF CONTENTS
1. Introduction
2. Project Description And Comments
3. Tabulation of Pothole Data
3. Record Of Test Hole Data Sheets
4. Project Area Photographs
PREPARED BY
AIRX UTILITY SURVEYORS, INC.
2262 CARMEL'VALLEY ROAD, SUITE H
SAN DIEGO, CA 92014
Tel. 858-792-2479 (AIRX)
www.airxus.com
INTRODUCTION
AIRX Utility Surveyors performs a full range of specialized engineering services including
Underground Utility Location, Vacuum Excavation (to verify depth and alignment of underground
utilities), and Video Pipe Inspection.
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 12 to 18 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. Holes in loose materials such as sand are excavated quickly while those in
cobble require considerable time.
Video Pipe Inspection employs rubber tire, tracked, or push cameras to obtain video imagery of
the interior of sewer, storm drain and water pipes and also to identify facilities located under
encasements or old buried paved surfaces. Video is recorded by both electronic and VMS
methods.
After utilities are located by potholing two reference points (typically 36" apart) are placed 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 VT. inch) are taken midway
between the two reference points. Surveyors can measure the coordinates of both points to gain
an approximation of the alignment and take the depth measure at the midpoint. Where
requested, convenient or appropriate depth measurements may be taken from a remote point,
hub or surface, such as a valve can lid or curb. If that is done a note will appear on the data
sheet showing the location of the hub and the distance.
Potholes may be slightly offset from the alignment of the utility below. On pavement pink paint is
used to mark the alignment of the pipe between the two points, and also to mark the depth to
the top of the utility and a brief description of the utility below.
PROJECT DESCRIPTION AND COMMENTS
AirX was retained by the City of Carlsbad to verify utility locations and depths at eight locations
along State Street in the Carlsbad Village area of Carlsbad, California. This project is part of the
design work for a proposed 36" RGP storm drain which would replace the existing failed 24"
CMP storm drain. Three of the potholes (Potholes 1, 4, and 7) were not intended to find utilities
but rather to determine paving depth and soil conditions.
The City of Carlsbad required an right-of-way permit and traffic control plans; permit fees were
waived. State Street has two traffic lanes with parking on both sides; temporary no parking
signs and lane shifts were used to control traffic through the work area; flagging was not
required. No utility standbys were required.
All potholes were located in asphalt and concrete pavement; a coring drill was used to make a
14 inch diameter hole through the paving. AirX used potable water acquired off-site for
excavation; all water and material vacuumed up was disposed off-site, and no water was
allowed to flow into storm drains or natural drainage. Potholes were backfilled with similar
material compacted to 95% density; existing paving was patched with 6 inch thick concrete
(dyed to match asphalt if needed).
POTHOLE TABULATION
STATE STREET STORM DRAIN REPLACEMENT
Pothole
Number
1
2
3
4
5
6
7
8
9
Utility
Type
N/A
Water?
Water
N/A
Elec./Tel.
Gas
St. Light
N/A
AT&T Tel.
SD
Utility Size
& Material
N/A
Excav. 60" deep,
2-0 F" Copper
N/A
Unk.
0.5" PE
2" Steel
N/A
Unk.
RCP
Depth — Ground to
Top of Utility
N/A
no utility found
42.0" TP
N/A
6" T/Enc.
35.0" TP
12.5"TP
N/A
8" T/Enc.
56.0" TP
Depth — Ground I
Bottom of Utility
N/A
N/A
36" B/Enc.
N/A
41" B/Enc.
Location & Description
2646 State St.
2656 State St.
2680 & 2690 State St.
2698 State St.
2698 State St.
State St. at Beech St.
Beech St. NE of State St.
2700 State St.
Alley SW of 2647 State St.
Notes
(5)
(4)
(5)
(1,2,4)
(2,4)
(3)
(5)
(1, 4)
(3)
Notes:
(1) Utility in concrete encasement
(2) Two utilities in one pothole
(3) Utility runs NE-SW
(4) Utility runs NW-SE
(5) Potholes excavated 60" deep to determine paving depth and soil conditions only
RECORD OF TEST HOLE DATA
AIRXJOBNO: X090007
TEST HOLE NO: 1
DATE DUG: 3-5-09
1
UTILITY
TYPE
N/A
SIZE &
MATERIAL
N/A
UTILITY
DEPTH
N/A
ENCASEMENT ENCASEMENT UTILITY
TOP BOTTOM DIRECTION
N/A
2
3
4
1
APPROXIMATE
STATION
NORTHING
(TIE PT. 1)
EASTING
(TIE PT. 2)
GROUND UTILITY
ELEVATION ELEVATION
2
3
4
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 5"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
N/A
Sand
COMMENTS: Pothole is at 2646 State Street. Pothole excavated 60" deep to determine pavement thickness and soil type;
found 24" of fill over 36" of sandstone.
L.ooking west across State Street toward Pothole 1.Down the hole photo not available.
RECORD OF TEST HOLE DATA
AIRXJOBNO: X090007
TEST HOLE NO: 2
DATE DUG: 3-4-09
1
UTILITY
TYPE
Water?
SIZE &
MATERIAL
No Utility Found
UTILITY ENCASEMENT ENCASEMENT UTILITY
DEPTH TOP BOTTOM DIRECTION
2
3
4
1
APPROXIMATE
STATION
NORTHING
(TIE PT. 1)
EASTING GROUND UTILITY
(TIE PT. 2) ELEVATION ELEVATION
2
3
4
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 4"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
No
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
N/A
Clay
COMMENTS: Pothole intended to find water service for 2656 State Street; excavated 60" deep and 30" wide without finding utility.
Looking west across State Street toward Pothole 2.Down the hole photo not available.
RECORD OF TEST HOLE DATA
AIRXJOBNO: X090007
TEST HOLE NO: 3
DATE DUG: 3-4-09
UTILITY
TYPE
1 Water
SIZE &
MATERIAL
2-0.5" Copper
UTILITY
DEPTH
42.0" TP
ENCASEMENT ENCASEMENT UTILITY
TOP BOTTOM DIRECTION
NE-SW
2
3
4
APPROXIMATE
STATION
1
NORTHING
(TIEPT. 1)
EASTING
(TIE PT. 2)
GROUND UTILITY
ELEVATION ELEVATION
2
3
4
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 4"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
Clay
Clay
COMMENTS: Water services to 2680 and 2690 State Street; pipes side-by-side.
Looking north along State Street toward Pothole 3.Down the hole photo not available.
RECORD OF TEST HOLE DATA
AIRX JOB NO: X090007
TEST HOLE NO: 4
DATE DUG: 3-4-09
1
UTILITY
TYPE
N/A
SIZE &
MATERIAL
N/A
UTILITY
DEPTH
N/A
ENCASEMENT ENCASEMENT UTILITY
TOP BOTTOM DIRECTION
N/A
2
3
4
1
APPROXIMATE
STATION
NORTHING
(TIE PT. 1)
EASTING
(TIE PT. 2)
GROUND UTILITY
ELEVATION ELEVATION
2
3
4
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 4"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
N/A
Clay
COMMENTS: Pothole is at 2698 State Street. Pothole excavated 60" deep to determine pavement thickness and soil type.
Looking east across State Street toward Pothole 4.Down the hole photo not available.
RECORD OF TEST HOLE DATA
AIRX JOB NO: X090007
TEST HOLE NO: 5
DATE DUG: 3-4-09
1
2
3
4
1
2
3
4
UTILITY
TYPE
Electric/Telecom.
Gas
APPROXIMATE
STATION
SIZE &
MATERIAL
Unk.
0.5" PE
NORTHING
(TIE PT. 1)
UTILITY
DEPTH
35.0" TP
EASTING
(TIE PT. 2)
ENCASEMENT
TOP
6" T/Enc.
GROUND
ELEVATION
ENCASEMENT
BOTTOM
36" B/Enc.
UTILITY
ELEVATION
UTILITY
DIRECTION
NE-SW
NE-SW
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 0"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
Clay
Clay
COMMENTS: Pothole is at 2698 State Street; utilities are in joint trench. Found southerly edge of concrete encasement
with gas line just southerly of encasement edge.
Looking northerly along State Street toward Pothole 5.Down the hole not available.
AIRY, RECORD OF TEST HOLE DATA
AlRX JOB NO: X09W07
TEST HOLE NO: 6
DATE DUG: 3-5-09
UTILITY SIZE 8 UTILITY ENCASEMENT ENCASEMENT UTILITY
TYPE MATERIAL DEPM TOP BOTTOM DIRECTION
1 Street Light 2" Steel 12.5"TP NW-SE
2
3
4
APPROXIMATE NORTHING EASTING GROUND UTILITY
STATION (TIE PT. 1) (TIE PT. 2) ELEVATION ELEVATION
PAVEMENT THICKNESS: ASPHALT: 0" CONCRETE: 6" BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes TRACER WIRE FOUND: No
Yea PIPE COVER MATERIAL: Clay
Yes OVERBURDEN MATERIAL: Clay
COMMENTS: Pothole at easterly edge (In cross gutter) of State Street In Baech Street lnteoectlon Markout showed ATgT
Telewm at thls locat~on also, excavated to 60" deep but found the street llgntlng wnduR only
Looking NE across State Street toward Pothole 6 and Beech Street. Down the hole photo not available.
-\
AIRYX RECORD OF TEST HOLE DATA
UTILITY SIZE & UTILITY ENCASEMENT ENCASEMENT UTILITY
TYPE MATERIAL DEPTH TOP BOlTOM DIRECTION
1 NIA NIA NIA NIA ,.
APPROXIMATE
STATION
NORTHING
(TIE PT. 1)
EASTING GROUND UTILITY
(TIE PT. 2) ELEVATION ELEVATION
PAVEMENT THICKNESS: ASPHALT: 6" CONCRETE: 0" BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PIAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
NO
NIA
Clay
-
rement thi - soil type.
COMMENTS: Pothole is on Beech Street just easterly of State Street. Pothole excavated 60" deep to determine
pa\ - ckness and
-
Looking NE along Beech Street toward Pothole 7. Down the hole photo not available
PROJECT AREA PHOTOGRAPHS
Photo 1 (Above Lefl): Looking NW along State Street with Pothole 8 visible In the bottom center of the photo. Beech Street is at
the right edge of the photo.
Photo 2 (Above Right): Looking NE acmss State Street toward Beech Street. Pothole 6 (lower left mrner of photo), and Pothole 7
(upper right mrner of photo) are both visible here.
Photo 3 (Above Lee): Looking SE along State Street; Pothole 1 is visible in the northbound lane at the right center of the photo.
Note the driveway for the access mad at 2647 State Street at the right edge of the photo.
Photo 4 (Above Right): Looking SW amss State Street toward the access road at 2647 State Street. Note Pothole 1 in the lower
center of the photo.
Photo 5 (Above Lefl): Looking NE along the access road at 2647 State Street toward State Street (at stop sign in background).
Pothole 9 is in the lower right corner of the photo, near the stop sign.
Photo 6 (Above Right): Looking NE across State Street toward Pothole 5 (lower center of photo at pink markings), and 2698 State
Street (in background). A poltion of Beech Street is visible at the right edge of photo.
RECORD OF TEST HOLE DATA
AIRX JOB NO: X080000
TEST HOLE NO: 8
DATE DUG: 3-5-09
UTILITY SIZE &UTILITY ENCASEMENT ENCASEMENT UTILITY
TYPE
1 AT&T Telecom.
MATERIAL DEPTH TOP BOTTOM DIRECTION
Unk. 8"T/Enc. 41"B/Enc. NE-SW
2
3
4
APPROXIMATE
STATION
1
NORTHING EASTING GROUND UTILITY
(TIEPT. 1) (TIEPT. 2) ELEVATION ELEVATION
2
3
4
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 5"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
Clay
Clay
COMMENTS: Pothole is at 2700 State Street. Found northerly edge of concrete encasement.
Looking SE along State Street toward Pothole 8.Down the hole photo not available.
RECORD OF TEST HOLE DATA
AIRXJOBNO: X090007
TEST HOLE NO: 9
DATE DUG: 3-5-09
UTILITY
TYPE
Storm Drain
SIZE &
MATERIAL
RCP
UTILITY
DEPTH
56.0" TP
ENCASEMENT
TOP
ENCASEMENT
BOTTOM
UTILITY
DIRECTION
NW-SE
APPROXIMATE
STATION
NORTHING
(TIE PT. 1)
EASTING
(TIE PT. 2)
GROUND
ELEVATION
UTILITY
ELEVATION
PAVEMENT THICKNESS:ASPHALT: 6"CONCRETE: 0"BASE COURSE:
UTILITY MARKED BY USA:
MARKOUT LOCATION CORRECT:
UTILITY SHOWN ON PLAN:
Yes
Yes
Yes
TRACER WIRE FOUND:
PIPE COVER MATERIAL:
OVERBURDEN MATERIAL:
No
Clay
Clay
COMMENTS: Pothole is in alley on westerly side of 2647 State Street.
Looking SW across the alley westerly of State Street toward
Pothole 9.
Down the hole photo not available.
April 21,2009
Mr.Bob Sutherlin
Harris & Associates
750 B Street, Suite 1800
San Diego, Ca. 92101
Dear Sir or Madam:
I would like to thank you for choosing Underground Solutions, Inc. to perform the utility locating
for your project. The following report details our findings for the pothole locations identified by
your company.
We are constantly looking to our customers for improvements to our reporting. Any comments or
suggestions to improve the quality of this report would be appreciated.
At Underground Solutions we strive to provide the most professional state-of-the-art service.
This is achieved by our top-of the line equipment and professional field team.
We look forward to a continuing working relationship with you and your firm.
Sincerely,
Michael E. Arme
President
Underground Solutions, Inc.
UNDERGROUND SOLUTIONS
Underground Solutions, Inc.
6549 Mission Gorge Road. Suite 335. San Diego, CA 92120
6! 9-858-! 401 » Fan 619-858- H06 • www.undergrouncisolutiorainc.com
UNDERGROUND SOLUTIONS
Underground Solutions, Inc.
6r>4S Wisuoi i Gorge ttaaa. Suite 335, Sari Dietp. CA ';;•> I /a
619-858-i 40) »Fax619-858-HQ6 *\WAv.undergroundsolLiOoriiincr.oiTi
Pothole Summary Report
Customer Harris & Associates
Project State St. - Carlsbad CMP Storm
Drain Replacement
Location Carlsbad, CA
Date Tuesday, April 21, 2009
^H^^^En
••I01
02-A
02-B
03
04
05-A
05-B
06
07
08-A
08-B
09
10
Gas
Tel
Electrical
Water
Electrical
Unknown
Unknown
Water
Sewer
Unknown
Water
Dry Hole- No
storm drain
Water
^^^^UH^^^^H
^^^^^•BCIB^^^^H
2.680 ft
0.800 ft
3.600 ft
3.940 ft
0.650 ft
1.400 ft
2.380 ft
3.000 ft
5.600 ft
3.510ft
4.260 ft
3.900 ft
^^ISinl^^ff^^l
2.890 ft
2.150ft
5.470 ft
4,660 ft
2.950 ft
1.600 ft
2.770 ft
3.740 ft
6.300 ft
4.110 ft
5.300 ft
5.980 ft
4.910 ft
••HUB
2 in
2 x 1.35
2x 1.87
8 in
2x 2.30
2 in
4 in
8 in
8 in
6 in
12 in
12 in
TVDG1 7 H*~
Poly
Encasement
Encasement
ACP
Encasement
Steel
Steel
ACP
ACP
Steel
ACP
ACP
Curb
Distance
18.30ft
20.00ft
20.00ft
25. SOFT
20.00ft
-7.10ft
-6.50ft
13.60ft
15.80ft
1.00ft
9.80ft
3.80ft
Dirprtinn
North-South
North-South
North-South
North-South
North-South
North-South
North-South
East-West
North-South
East-West
East-West
East-West
S!&pJS*si.\ ' .{switf^w'iWDV-A I •'_: .---;-. . .-^.-i-.^^^ JV-
BETCH AVENUE >i
TKMW iw *tfu*"er »M OTT w CJn.a«j* j?t- wtt, »-j * «-
Underground Scnrict AJot
Cell: TOLL PR£g
tT-FH~'r:: rpfjT'nt••'•• •- > •'- . • •• a -:•• •;-•-•• ••"••.!::.:
' : V "^.^.^
J_" t ^ I > !^_r , •-
r
SCALE
"-20' HORiZ.1*-4- VERT
EUtC
Utidcr|TDUiid Service tieri
Ciit TOIL ran
zr'-'im
of *«*£*AS BUILT'
HOT ron CQHsmucroH
pyljcrn^or^
Pothole # 01 Station Plan Sheet
Subsurface Utility Report
I Gas 2.680 ft 2.890 ft 2 in Poly 18.30ft North-South I
CuStomer
Projec - -
Locati -
Date
Harm & Associates
State St. - Carlsbad CMP Storm
Draln Replacement
Carlsbad, CA
Tuesday, Aprll21, 2009
Pothole # 01
Comments
Operator
Fleld Log #
Asphalt Depth
The data on this report is intended for informattonal purposes only. In no way should any ol the ~nfarmation presented here be a
Substitute for professional engineering and design.
Pavement Type I
Thomas Nonega Technician
3397 Log Date
0.35 Concrete Depth
Rick Wall~s Vehicle Ib uSI 3
4/17/2009
0.4 Marker PK Nall
Soil Type Sand
Pothole # 01
The data on this report is intended for informational purposes on
Substitute for profess~onal
Subsurface Utility Report
Customer Harns & Associates
Projed State St. - Carlsbad CMP Storm - - Dram Replacement -
Locatic Carlsbad, CA -
Date Tuesday, Aprll 21, 2009
ly. In no way should any of the information presented here be a
engineering and design.
f..;f. 3 , '.' 3, F' -Vb
3.- *. 8-
UNDERGROUND SOLUTIONS
Underground Solutions, Inc.
ion Goivjt.7 R'-.A{id. Suji" '•JJi^. Vin Dictp, O\C.M i>"0
Pox 6" 9-858-1406 • I.VY.IV.J u:xlcrq['ounfhoiu;!Cin.:,inv
Subsurface Utility Report
Customer
Project
Location
Date
Harris & Associates
State St. - Carlsbad CMP Storm
Drain Replacement
Carlsbad, CA
Tuesday, April 21, 2009
Pothole # 02-A Station Plan Sheet
Tel 0.800ft 2.150ft 2x1.35 Encasement 20.00ft North-South
Comments
Operator
Field Log #
Asphalt Depth
Thomas Noriega Technician
3397 Log Date
0.35 Concrete Depth
Rick Wallis
4/17/2009
0.4
Pavement Type
Vehicle ID
Soil Type
Marker
USI3
Sand
PK Nail
Pre-Excavation Photo Subsurface Photo
Pothole #02-A
The data on this report is intended for informational purposes only. In no way should any of the information presented here be a
substitute for professional engineering and design.
Pothole # 02-A
The data on this report is intended for informational purposes only. In no way should any of the information presented here be a
substitute for professional engineering and design.
Subsurface Utility Report -
Custom larr~s & Associates -
Project 3tate St. - Carlsbad CMP Storm - - -
Locat101
7
Date
Drain Replacement
Carlsbad, CA
Tuesday, April 21, 2009
UNDERGROUND SOLUTIONS w
Underground Sduhs In.
6545 Uili~n Gory~Hcao. Srua:33% Sen Ulu?. CAY2120
61 945E:LOI *Fa* 61 1-8581406 -iwv und~~gm~~r~ltl;loniinCCi~m
Pothole # 02-8 Station
Subsurface Utility Report -
Custorr iarris &Assoclates -
Project State St. - Carlsbad CMP Storm - -Dram Replacement -
Locatio~ Carlsbad, CA -
Date Tuesday, Aprll 21, 2009
-
Plan Sheet
Jperator
=ield Log #
4sphalt Der epth 10.~
I Electrical 3.600ft 5.470 ft 2 x 1.87 Encasement 20.00ft North-South
ss Norlega Technic~an R~ck Wall~s Veh~cle ID
1712009 Sand
7 q Ill
Pavemen
__I
)il Type
Pothole # 02-8
The data on this report is intended for lnforrnatlonal purposes only. In no way should any of the information presented here be a
substitute for professional engineering and design.
UNDERGROUND SOLUTIONS w
Subsurface Utility Report
Customer Harr~s & Associates
Project State St. - Carlsbad CMP Storm - - Dram Replacement - --
Locatia Carlsbad, CA
Date Tuesday, April 21, 2009
Pothole # 02-8
The data on this report is mended for informational Purposes only. In no way should any of the information presented here be a
substitute for professional engineering and design.
UNDERGROUND SOLUTIONS w
Pothole # 03 Station Plan Sheet
Subsurface Utility Report -
Custor Harr~s &Associates -
Project State St. - Carlsbad CMP Storm
Water 3.940ft 4.660ft 8 in ACP 25.50FT North-South
Location
Date
Comments
Drain Replacement
Carlsbad, CA
Tuesday, Aprll 21, 2009
V,,FoaLyl Thomas Norlega Technician Rlck Wall~s ,.chicle ID US1 3
Sand
Asphalt Depth 0.55 Concrete Depth 0.5 Marker ~rn ~dall
Pavemer
I
it Type
oil Type
I-.. ..
Pothole # 03 h
The data on this report is intended for inforrnatmnal Purposes only. In no way should any of the lnforrnation presented here be a
substitute for professio~al engineering and design. ~",pzq'lr .I?. .. . , !
,? :-.
Pothole # 03
Subsurface Utility Report
Customer
Projec - -
Locati~
Date
Harrls & Associates
State St. - Carlsbad CMP Storm
Drain Replacement
Carlsbad, CA
Tuesday, Apr1l21.2009
UNDERGROUND SOLUTIONS -
Pothole # 04 Station Plan Sheet
Subsurface Utility Report
Electrical 0.650 ft 2.950 ft 2 x 2.30 Encasement 20.00ft North-South 1
r I I
- -
Locati -
Date
-
ield Log
Harrls & Associates
State St. - Carlsbad CMP Storm
Dram Replacement
Carlsbad, CA
Tuesday, April 21, 2009
Paverne
Date Soil Type
8 OLU,
# 3399
Aspnalr uepth 0.35 ltoncrete 0.55 Marker E Depth
Pothole # 04 h
The data on thls report is Intended for lnforrnational purposes only. In no way should any of the iniormatlon presented here be a
substitute for profess~onal engineering and design.
,, .
2. :~.,
,surface Utility Report
Harris &Associates
State St. - Carlsbad CMP Storm
Dram Replacement
LOC~~II Carlsbad, CA
Date Tuesday, Aprll 21, 2009
Pothole # 04
The data on thls report 1s intended for iniorrnatlonal purposes only. In no way should any of the information presented here be a
substltute for profes5lonai englneertng and design
UNDERGROUND SOLUTIONS w
Pothole # 05-A Station Plan Sheet
-
Subsurface Utility Report
I Unknown 1.400ft 1.600 ft 2 in Steel -7.10ft North-South I
-
Custo -
Projec - - -
Locati -
Date
Comment
nnar.+nr
- -
t jssociates -
State St. - Carlsbad CMP Storm
Dram Replacement
Carlsbad, CA
Tuesday, Aprll 21,2009 -
s
Tho!. .-- ,.-. ..=a Technician R~ck Wallis Vehicle ID US1 3
# 3399 Log Date 4/17/2009 Soil Type
Concrete Depth 0 Marker Pa~nt
Pavement Type
Pothole # 05-A
The data on thcs report is Intended far informatconal purposes only. In no way should any of the lnforrnation presented here be a
substitute for professionai engineering and design.
UNDERGROUND SOLUTIONS v
Underground Sduthts. Inc.
6549 Milnoll Gage Ha~4 Su1e335.S.m Oi*. Ch92120
Subsurface Utility Report -
Custor Harm & Associates -
Projed State St. - Carlsbad CMP Storm - A~raln Replacement -
Locatic Carlsbad, CA -
Date Tuesday, Aprtl 21, 2009
Pothole # 05-A
The data on this rebit is intended for informational purposes only. In no way should any of the ~nforrnation presented here be a
substitute for profe5Sionai engineering and design.
UNDERGROUND SOLUTIONS v
Pothole # 05-8 Station
Subsurface Utility Report
Plan Sheet
Custo -
Project - -
Location
Date -
--
Unknown 2.380 ft 2.770 ft 4 in Steel -6.50ft North-South
Harris & Associates
State St. - Carlsbad CMP Storm
Drain Replacement
Carisbad, CA
Tuesday, April 21, 2009
Comment!
nnpr=mr nas Norrega Technician Rick Wallis Vehicle ID US1 3
Log Date 4/17/2009 5
Asphalt Depm lu l~oncrete Depth 0 1 Marker t
Pavement
;oil Type
lPaln
Pothole # 05-8
The data on this report is intended for inforrnatlonal PurPoses only. In no way should any of the inforrnatlon presented here be a
substitute for professional engineering and design.
UNDERGROUND SOLUTIONS w
Pothole # 05-6
Subsurface Utility Report
me data on this report is intended for informational purposes only. In no way should any of the ~nformation presented here be a
substitute lor ~rofessional enoineeiina and des~an.
Customer
Prolect
Location
Date
Harrls &~ssociates
State St. - Carlsbad CMP Storm
Draln Replacement
Carlsbad, CA
Tuesday, Aprll21, 2009
UNDERGROUND SOLUTIONS w
6196581401 . F.u 6i 7-858-14M .VF,<%,; ~~ld~~grOUnd~oli~:io~~in~~~opl
Pothole # 06 Station
ier -
Subsurface Utility Report
Custon ;soclates - -.
Project State St. - Carlsbad CMP Storm - - Dram Replacement
Carlsbad, CA
Tuesday, April 21, 2009
.cI
Plan Sheet
Comments
nnam+--
Water 3.000 ft 3.740 ft 8 in ACP 13.60ft East-West
F I
I
Pavemen
,, ..,, .,,, Technician
Log Date
Pothole # 06
The data on thls report is intended for informational Purposes only. in no way should any of the informatton presented here be a
substitute for proress~onal englneerlng and design.
., -
Concrete Depth 0 Marker IVK IY~II
I
Rick Wall~s vphirte m 3
4/17/2009 S, Sand
Subsurface Utility Report
Customer Harrls & Associates
Project State St. - Carlsbad CMP Storm
Dram Replacement
Location Carlsbad, CA
Date Tuesday, Apr1l21.2009
Pothole # 06
The data on this report 8s intended for informational purposes only. In no way should any of the information presented here be a
substitute for professional engineering and design. REST 4 <'-A P'7j p;qyg
r'" h" i
Underground Sdudcns, Inc.
6545 ~~~SSIOII Gage K&,a. Susr Xi!;, S.n oiqi. Wr212o
hl54Wi 401 .Fix 61 7458-1 40C. .~~~.%'~.imrtcm~oundlok1!?3n3inccom
Pothole # 07 Station
m
Plan Sheet
Subsurface Utility Report
I Sewer 5.600 ft 6.300 ft 8 in ACP 15.80ft North-South I
Customer
Project - - -
Locat -
Date
Operator . , . nas Noriega t l~echnician l~ick Wallis l~ehicle ID IUSI 3
Harris & Associates
State St. - Carisbad CMP Storm
Drain Replacement
Carlsbad, CA
Tuesday, April 21, 2009
Pothole # 07
Fleld Log #
Asphalt Depth
The data on this report IS mended for lnformatlonal Purposes only In no way should any of the lnfarmatlon presented here be a
substitute for professronal englneerlng and desgn.
Pavement Type I
3448 Log Date
0 Concrete Depth
I I
4/20/2009 Soil Type Clay
0.9 Marker Palnt
UNDERGROUND SOLUTIONS
Undeiground Solutions, Inc.
Subsurface Utility Report
Customer
Project
Location
Date
Harris & Associates
State St. - Carlsbad CMP
Drain Replacement
Storm
Carlsbad, CA
Tuesday, April 21, 2009
Top Depth Photo Bottom Depth Photo*""
Finish Photo Area Photo
Pothole #07
UNDERGROUND SOLUTIONS w
Pothole # 08-A Station
?
Plan Sheet
Subsurface Utility Report
customer
Project
Location
Date
Steel East-West
Harris &Associates
State St. - Carlsbad CMP Storm
Dram Replacement
Carlsbad, CA
Tuesday, April 21, 2009
L Unknown 3.510 ft 4.110 ft 6 in -
CI -
I Pavement Type 'I
Operator
Fleld Log #
Asphalt Depth
Pothole # 08-A
The data on this report is intended for informational purposes only. In no way should any of the lnfarrnation presented here be a
substitute for professionai engineering and deagn.
I nomas Norlega 1 lecnniclan
3448 Log Date
0.4 Concrete Depth
KIC~ Wallis
4/20/2009
0 1 ..
UNDERGROUND SOLUTIONS v
Pothole # 08-A
Subsurface Utility Report
The data on this report is intended for informational purposes only. In no way should any of the in:oimation presented here be a
substitute for professional engineering and design.
Customer
Project - -
Locatior
Date
L
Harr~s & Associates
State St. - Carlsbad CMP Storm
-Dram Replacement
Carlsbad, CA
Tuesday, April 21, 2009
Underground Solutions IN.
6549 Mllliotl Gorg~R-W. 111111: >35. Sm OIL?+>. CA92120
hl7~5BIlOI -Fa 61 7-8581 4C6 .>.A$-:, ~nOcrgrourrdrolu:r3nimc.c9rn
Pothole # 08-8 Station Plan Sheet
Subsurface Utility Report
4.260 ft 5.300 ft 12 in ACP 1.00ft East-West I
Custo -
Projec - -
Locati -
Date
Commenb
nnarztnr
Harris & Associates
State St. - Carisbad CMP Storm
Drain Replacement
Carlsbad, CA
Tuesday, Aprll 21, 2009
Asphalt Depth 0.4 ILVI~L~ CLC Depth Marker
Soil Type
---lG
Pothole # 08-8
The data on thls report is intended for lnformatlonal purposes only in no way should any of the lnforrnation presented here be a
+
substitute for profess10nal engineering and deslgn
UNDERGROUND SOLUTIONS v
Underground SduDom IIK.
b5W Ml$ru)n Gage Rwa. iu*is 335. Sm hrg~ CAY2 I20
6198W1401 .Fax 619-6581406 ~~wnlv.wderi+wnd~)I~~~lm:inc,~~m
Pothole # 08-8
Subsurface Utility Report
The data on this report is intended for informational purposes only. In no way should any of the information presented here be a
substitute for proferslonal engineering and design.
Custo -
Project -
Harrls &Associates
State St. - Carlsbad CMP Storm
Dram Replacement
Carlsbad, CA
Tuesday, Aprtl 21, 2009
Pothole # 09 Station Plan Sheet
- Subsurface Utility Report
Dry Hole- No
storm drain 5.980 ft 9.80ft
Customer
Project - . -
Locatior
Date
C s Excavated down to 5.98ft. No storm drain found at this location. -
Operator Thomas Noriega Technician Rick Wallis Vehicle ID US1 3
Field Log # 3450 1109 bate (4/20/2009 (soil Type Isand
Harris & Associates
State St. - Carisbad CMP Storm
Dram Replacement
Carlsbad, CA
Tuesday, Aprll21, 2009
Pothole # 09 rq
Asphalt Depth 0.5 Concrete Depth 0
The data on thls report IS mended fur lniormattonal purposes only in no way should any oi the lnfotmation presented here be a
substlt~te for professional englneenng and design
Marker Pa~nt
Pavement Type I
UNDERGROUND SOLUTIONS
-Gv
Subsurface Utility Report -
Custor Harris &Associates -
Projed State St. - Carlsbad CMP Storm - -Dram Replacement -
Locatic Carlsbad, CA -
Date Tuesday, Aprll 21, 2009
Pothole # 09
The data on this report is intended for informational purposes only. In no way should any of the informatloo presented here be a
subst$t~te for professiaoal engineering and design.
Pothole # 10 Station
m
Plan Sheet
Subsurface Utility Report
I Water 3.900 ft 4.910 ft 12 in ACP 3.80ft East-West 1
I
-
Custoi -
Projec - -
Locat1 -
Date
vpb, ...-, . ..,..ias Norlega
Fleld Log # 3450 Log Date 4/20/2009
Harris & Associates
State St. - Carlsbad CMP Storm
Dram Replacement
Carlsbad, CA
Tuesday, Aprll21, 2009
Asphalt Depth 10.6 t l~oncrete Depth 10 Marker PK Nali
Paveme J
Pothole # 10
The data on this report is mended for informational purposes only. In no way should any of the information presented here be a
substitute for professional engineering and design.
1 .,, "
UNDERGROUND SOLUTIONS v
Pothole # 10
-
;urface Utility Report
The data on this report is intended for informational purposes only. In no way should any of the information presented here be a
substitute for professional engineering and des~gn. RqT 9 i .m-. , ,
-
Custo -
Projet - -
Locati
Date
Harrls & Associates
State St. - Carlsbad CMP Storm
-Drain Replacement
Carlsbad, CA
Tuesday, April 21,2009
REPORT DAI ID PHOTO LOG
{fift\ Date: H-ivcn
UNDERGROUNDSOLUTIONS CUStOITier: H«MTJ.S t ,4-SSOr;
Underground Solutions, inc. Project Name: O\V U 10^ Cy>
1.11 .i-.»<,,«w!Ho<..»ww.unfcg,ou,K111,i,,,»ramccc,n, Location / Address : S^-^e •S-f"-
?ntraCt T&M Hours tta"d"By
Hours Time
:r«»4«$Operator: ^ Is) oWi& $ i\i.
of* Sfc,rt*i dr*iv\ Ueffecerv^ef hnidan: S.V K L^ctll,"<
Ccn y- \ < V>^ d
Travel
Time
Vac Truck#: ^
Yard Total
POTHOLE # JL,
Utility: (1,^
•x usTop Depth: ^
Bottom $<H
Depth: >.*- —
Size: a"
Type: jVfy
Distance j Q XQ
from Curb: ! 0 —"""
Utility
Direction: }*4/S
Soil Type: jj><c, ^ j
Asphalt f^ tr
Depth: U -*2-
Concrete jj p
Depth: £> ^"* —
Marker: f-* i<
Pre-Exc. A
Photo # _f^
Subsurface >-»
Photo # aaZ
Depth Photo -^
(T)# 5
Depth Photo >/
(B)# ^1
Finish .
Photo # | /
Additional
Photo #
Area Photo # JQ
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 pngth- x Width x Depth
Comments
POTHOLE # "V- A
Utility: TeL
Top Depth: Q °_-.-
Bottom _ i c
Depth: J.
Size: ^ B^ | JL
Type: f Wc
Distance
from Curb: 3^0
Utility
Direction: W /5
Soil Type: Sa VI d
Asphalt f^ jr £-
Depth: U-^2L
Concrete . ,
Depth: Q VO
Marker, p 5<
Pre-Exc. - ^.
Photo # -^L— ^
Subsurface f
Photo # O
Depth Photo •*!
(T)#
Depth Photo Q
(B)# O
Finish . Q
Photo # J 7
Additional
Photo #
Area Photo # P* Q
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 fingth- x Width x Dppth
Comments
POTHOLE # T.-Q-
Utility: £jpc
t^oTop Depth: ^>— ~
Bottom »-. L|"7
Depth: "^ — —
*->' I6"7
Type; E|0£
Distance
from Curb: '^. 0
Utility .,,
Direction: N/ -^
Soil Type: -p. 3'* *1(^
Asphalt •»£-
Depth: U 35
Concrete ^ yQ
Depth: W — —
Marker: P K
Pre-Exc. **
Photo # ^J
Subsurface , «
Photo # / U
Depth Photo y j
(T) # II
Depth Photo , -\
(B) # ' d~
Finish ^_
Photo* Q. 1
Additional
Photo #
Area Photo # 'Jler"
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 fingth- x Width w Depth
Comments
Approved by:
Customer Signature
Please Print Name:
REPORT DAI ID PHOTO LOG
UNDERGROUND SOLUTIONS
Underground Solutions, Inc.
Contract
Hours
Date: M~tl-
Customer: |4-<\^r\5>
Project Name: C«\r^V)
Location /Address: (~s\c^
T a M Hours
oq
1 A-S^O^i'^'S
«ci cw>p s4-c»ryv^ dy'^^A
V«- 54, C«!\\r\bV)<5\ci
Stand-By Travel
Time Time
N jjyy
Operator: "Thoyv^^ 5 Ki'
a^k,«mlf1cvhn1dan: ft.TcK xO.
Vac Truck#: ^
Yard Total
POTHOLE # "^\
*-fJ
utiNty: ^jJevY^r
Top Depth: 3 ^-J-
Bottom y ^
Depth: *"l
Size: g"
Type: ^Q
Distance _ 50
from Curb: J^J^"""™"
Utility
Direction: M/^j
Soil Type: £«\V\^
Asphalt ^CC
Depth: (_J — i.
Concrete e Q
Depth: O 2—
Marker: p \^
Pre-Exc. , ._
Photo # 1 9
Subsurface }W
Photo # '
Depth Photo i J~
(T) # 1 3
Depth Photo J /(B) # 1 to
Finish s\ ~t
Photo # JL J
Additional
Photo # fsj//^.
~ MArea Photo # ^. \
Plan Sheets j\}/A
IF SLOT TRENCH, GIVE DIMENSIONS
i ength' v Width x Dfipth
Comments
™
POTHOLE # '-I
Utility: £\^C
Top Depth: Q ^L
Bottom o> £)|5
Depth: J*.--"
S-^'lVy^
Type: g_HC%
Distance _,
from Curb: £.U
Utility
Direction: fsJ/S
Soil Type: ^rtvNti
Asphalt -f 15
Depth: Q 2—
Concrete r- r
Depth: Q&2-
Marker: PIC
Pre-Exc. _^
Photo # ^^
Subsurface
Photo # ^<e>
Depth Photo
(T) # JL 1
Depth Photo ^ 0
(B)# <?-U
Finish j.,
Photo # 'X'l
Additional
Photo # j\j^
Area Photo # T, Z>
Plan Sheet # ^j [fa.
IF SLOT TRENCH, GIVE DIMENSIONS
1 ongth' " Width x Dppth
Comments
u'p r nPOTHOLE # Kjfl
utility: Ufcwaon
i HOTop Depth: | \2Z~~
Bottom , , .-
Depth: J <££
Size: ^L"
JVPe: 5fce |
Distance <_ in
from Curb: — /"•""
Utility
Direction: N4/<i
Soil Type: ^^
Asphalt
DePth: |0/-A
Concrete
Depth: ^M
Marker: p^',^.^-
Pre-Exc. _ .
Photo # 5 \
Subsurface -s »v
Photo # ..J tX
Depth Photo -. ->
(T) # 5 >
Depth Photo "1 U
(B) # -7 '
Finish ^ „Photo # 5 H
Additional
Photo # fj^
Area Photo #txj Q
Plan Sheet # M/A
IF SLOT TRENCH, GIVE DIMENSIONS
1 ongth- x Width v Depth
Comments ci tAaL-rVL piv)V — U feO
^ro'w^ ^oC
Approved by:
Customer Signature
Please Print Name:
REPORT DAI ID PHOTO LOG
Date:N° 3449
UNDERG
Undergn
9 MKVMIt [10U>>IDI • t.^ f, i'J r.
ROUND SOLUTIONS
iund Solutions, Inc.
P.O.T1 Millie Hrl'v S:m Oiei)O. CA '>? 1 A>
Contract
Hours
Customer: ^/r,^
Project Name: cavUk
Location /Address: Sfvsy
T a M Hours
t /j-^oc^4-^5
iCl CVVMO Sfor/vi cJrci^ P.*^
-Ve S-f/8€«cH Aue c«nr
Stand-By Travel
Time Time
Operator: "fHo/^l^ 5' A/ -
/«cetr.^-fTechnidan: rl.VrC 00.
$biZ<J VacTruck#
Yard Total
3
fJ(p
POTHOLE # CT p>
Utility: UKflOuJlrx
Top Depth: 3*2-2-
Bottom -7 "7
Depth: 3L^-i
Size: 4"
Type: Sfe<» I
Distance /• RQ
from Curb: "" (0 ——
Utility
Direction: f"4/5
Soil Type: /^/^
Asphalt L M ADepth: M//"*
Concrete ^ * ..
Depth: N/rH
Marker: Vc**^'
Pre-Exc. ^ /-
Photo # S -*
Subsurface "J> yj
Photo #
Depth Photo -5 ~-j
(T) # J '
Depth Photo -» O
(B) # ^ O
Finish » ,
Photo # *7/
Additional
Photo #
Area Photo # ^/ '3-
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 ength- x Width v Depth
Comments Q*.O LJ" c«Ac/ ^"t
A>lf vv\A/>K ou-f -6it2- F<ravn FC
POTHOLE # /VO
Utility: \jjfr£&
7^Top Depth: .f/
Bottom ^i^j
Depth: 3—--' —
«~ g?"
Type:-^|/^r/\C
Distance ,n fo
from Curb: / S **
Utility y
Direction: j^-/Lj
Soil Type: ^^^
Asphalt (J f\
Depth: -Iv^
/
Concrete V/4
Depth: /I'*
Marker: ' £
Pre-Exc. ^
Photo # y 3
Subsurface
Photo # Y^
Depth Photo . >-
(T) # 7 W
Depth Photo .
(B) # Y^7
Finish -
Photo # 7 "7
Additional ,
Photo # /t/ ^
Area Photo # / ^r
Plan Sheet # A/X^
IF SLOT TRENCH, GIVE DIMENSIONS
1 ongth- x Wirtth x Dnpth
Comments
POTHOLE #
Utility:
Top Depth:
Bottom
Depth:
Size:
Type:
Distance
from Curb:
Utility
Direction:
Soil Type:
Asphalt
Depth:
Concrete
Depth:
Marker:
Pre-Exc.
Photo #
Subsurface
Photo #
Depth Photo
(T)#
Depth Photo
(B)#
Finish
Photo #
Additional
Photo #
Area Photo #
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 pngth- x Width x Dppth
Comments
Approved by:
Customer Signature
Please Print Name:
REPORT DAT ID PHOTO LOG
^ffK Date: M-JIOC^ "= J<+4+°
UNDERGROUND SOLUTIONS fi ictnmiar" U „ ^ i A ^ t ~ ^ .L <- nn^rafor- T"Ix* **** ,- K. \•^Mk. .4^v v>UbLUl I It- 1 . ridV^/^i ^ Oi l/\t4 A S Z)Od I tfi 'T^^^ W(Jtri dL«Jl . 1 ^l ^ \/^\ £4 *T |\|
Undergnaund solutions, inc. Project Name: Cdv^\$V?<Hc/ C w\p S, O ftep|efCeVv^e\n-V^ec^n^c^an: RiTc^ VxJ
Contract _ r „,, Stand-By TravelT ft M Hours T. Yard TotalHours Time Time
POTHOLE # "7
Utility: S«V*lCv^
5 6O
—
Bottom -2Q
Depth: (^ -2
Size: Q
Type: y^£
Distance a
from Curb: (5^£.
Utility
Direction: JVJ/^
Soil Type: C 1^ V
Asphalt
Depth: fsj^q
Concrete
Depth: Ql°
Marker: PAI'I^^
Pre-Exc. /,
Photo # T T
Subsurface *-
Photo # b °
Depth Photo £~ j
(T)# ^ '
Depth Photo C -»
(B) # <•* <*•
Finish .— -y
Photo # 73 J
Additional
Photo #
Area Photo # b\
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 sngth- x Wirtth x Dppth
Comments
POTHOLE* r)A
utili«y: ^JK^oto^
^ ?!Top Depth: J —
Bottom fJH
Depth: "—
Size: G'f
Type: Sfeel
Distance p. r
from Curb: (J
Utility
Direction: fc/vO
Soil Type: $<xvicl
Asphalt ^ U,ODepth: (J -Jii.
Concrete
Depth: fOf/}
Marker: p (<^
Pre-Exc. •— -T""
Photo # b D
Subsurface — .
Photo # O b
Depth Photo £- -T
(T) # ^ '
Depth Photo *-£>
(B) # 3 O
Finish _
Photo # (_, 5
Additional
Photo #
Area Photo # ^ ^/
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 ongth-. x Width x Ptepth
Comments
POTHOLE # Q D
utilitv: U3^€^
Top Depth: ^j i—
Bottom r- "J O
Depth: X) —
Size: j^M
Type: ^ Q
Distance y| '
from Curb: 1
Utility
Direction: jl/^
Soil Type: ^^^
Asphalt _,,._,
Depth: O^
Concrete
Depth: |sj| ^
Marker: O ^
Pre-Exc. -
Photo # t? '
Subsurface < ^
Photo # O U
Depth Photo ,- I
(T) # o '
Depth Photo / -j
(B) # t9 /-
Finish , ^
Photo # vo ^
Additional
Photo #
Area Photo # io to
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 pnrjth- x Wirlth x Dppth
Comments
Approved by:
Customer Signature
Please Print Name:
REPORT DAT ID PHOTO LOG
UNDERGROWJDSOUJTIONS
Date:
Customer:
N2 3450
Operator:
Underground Solutions, Inc.PrOJ6Ct Name:CHnp S. D Technician:
Location/Address:Vac Truck#:
Contract
Hours T 6 M Hours Stand-By
Time
Travel
Time Yard Total
n
POTHOLE # ty
Utility: $ Q
Top Depth: ^J|f^
Bottom £— <^g
Depth: O
Size: ^^
Type: /y) ^4
Distance _ >,
from Curb: T gO
Utility -
Direction: ^J//7
Soil Type: 5dVa<=/
Asphalt r-nopth- rj
Concrete
Depth: j^/.^
Marker: p O (V/l ^
Pre-Exc.
Photo # (.j "7
Subsurface , .
Photo # (;> Q
Depth Photo -, ,
(T) # fr^ Kl/4
Depth Photo -^'O
(B) # C? 7
Finish — -j
Photo* /O
Additional
Photo # ^ ^
Area Photo # "7 1
Plan Sheet # / v //"T
IF SLOT TRENCH, GIVE DIMENSIONS
1 pngttr x Width x Depth
Comments t-vi.-, j. /~*?rt /k^ < OUvfl TO ?_L"., "1° ^' M
^"U ti £/ •
POTHOLE # / Q
Utility: Vjjtf-vf-ev^
Top Depth: J —
Bottom i f a l
Depth: ^ ii—
Size: /3."
Type: /\c
Distance -7 OQ
from Curb: _)
Utility
Direction: t/vJ
Soil Type: ^^.j^J
Asphalt ,
Depth: 0 feo
Concrete i .,
Depth: N//^
Marker: P S<
Pre-Exc. _
Photo # / cA
Subsurface -^ <p
Photo # ' -!>
Depth Photo y/J
(T)# ' /
Depth Photo ~~) £~
(B) # / D
Finish — . x-
Photo # / O
Additional
Photo #
Area Photo # ~7 f
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 enrjth- x Width x Dfipth
Comments
POTHOLE #
Utility:
Top Depth:
Bottom
Depth:
Size:
Type:
Distance
from Curb:
Utility
Direction:
Soil Type:
Asphalt
Depth:
Concrete
Depth:
Marker:
Pre-Exc.
Photo #
Subsurface
Photo #
Depth Photo
(T)#
Depth Photo
(B)#
Finish
Photo #
Additional
Photo #
Area Photo #
Plan Sheet #
IF SLOT TRENCH, GIVE DIMENSIONS
1 ength- x Width x Dfipth
Comments
Approved by:
Customer Signature
Please Print Name:
UNDERGROUND SOLUTIONS v
tinn Photo Subsurface Photo Tap Depth Photo Bottonl Depth Photo Flnish Photo
Underground Salutianr. Inc.
6549 Misat, Cieryr RHO. Sullr 33% san Uq>, CAY2120
619.8551401 *F~x 6II-858- i 4Cb .,.,...w, tt~d~r~~~o~l~~lllii~~~~~~rlln
Area Photo
P, Pothole : 02-A
Locatiol Carlsbad, CA
Date Tuesday, April 21,2009
Pre-Excavat~on Photo iubiurface Photo Top Depth Photo Bottom Depth Photo Finish Photo
Pothole : 01
Area Phato
Pothole : 02-8
--
Pre-Excavation Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Flnlsh Photo
Thumbnail Report 1
Customer Harris &Associates
Prnioe (state St. - Carlsbad CMP Storm
Drain Replacement I
Underground Soluum. Inc. Carlsbad, CA
6549 Mlswn Clorcjl- Rmu. Sullc 335. Son Uit'p. CAcl'li?U
61985&l401 .Fa61 W58- 14% ..;A\-.., undcrgioundruk,~rl~n!.ini.rom Tuesday, April 21,2009
Pothole : 03
Pre~txcavatlon Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Finish Photo
Area Photo
Pothole : 04 m,
Pre~Excavatlon photo Subsurface Photo Top Depth Photo Bottom Depth Photo Flnlsh Photo
Area Photo
Pothole : 05-A
Pre-Excavation Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Finlsh Photo
UNDERGROUND SOLUTIONS w
Pre~Excavation Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Flnish Photo
Underground Solutiaa. Iw.
6544 Mirriln Golgli K-16. Sul!~ 335. Sn8l Urcq~, CA LIZliO
h1785Pr1401 .Fiii 61 9.8581 406 .:.A,>.., ~ndcrgroundiuhl:~115hc~~~~m
Area Phata
fi Pothole : 06
Location Carlsbad, CA
Date Tuesday, April 21,2009 I
Pre~Excavatlon Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Ftnsh Phota
Pothole : 05-8
Area Photo
Pothole : 07
Pie Excavation Photo Subsuhce Photo Top Depth Photo Bottom Depth Photo Flntsh Photo
ion
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Pothole : 08-A
/1
-
Thumbnail Report
Pie~Excavat~on Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Frnsh Photo
UNDERGROUND SOLUTIONS Custo - v - Prole1
Vnderground Sdullam IK
6549 Misc~cln C*rgt Ralo 5uri 335 Sari Ulwp CAV2 ID
o1985bi901 .Fairbl9R5&1406 .~~rr~~,uriO~trgrrowtbolu~t~nsmccorn
Area Phota
Pothole : 08-8 rn
Harris &Associates -
Drain Replacement
State St. - Carlsbad CMP Storm
Carlsbad, CA
Tuesdav. A~ril21.2009
Pre-txcavation Photo Subiuitace Photo Top Depth Photo Bottom Depth Photo Flnlsh Photo
Area Phota
Pothole : 09
Pre-Excavation Photo Subsulface Photo Bottoill Depth Photo Finish Photo Area Photo
UNDERGROUND SOLUTIONS
WiT
I Thumbnail Report
Customer Harris &Associates
Project State St. - Carlsbad CMP Storm
Drain Renlacement
Pothole : 10
VndAgwmd Sdu6ons IK.
6549 l8nson GO'* iia,~. sullc 335. sicl uirgil. TA 42 120
b 1965G140l .Fs 617-85814~6 +vfi..".r und~qmund~oln:ion1i4~i~rm
Pre-Excavation Photo Subsurface Photo Top Depth Photo Bottom Depth Photo Finish Photo
Location Carlsbad, CA
Date Tuesday, April 21, 2009
Area Photo
f-