Loading...
HomeMy WebLinkAbout6608; Northwest Quadrant Drainage Improvements; NW Quad Potholing Report Roosevelt/Madison CVD/Grand; 2011-05-11Phone: 760-480-2347 Fax: 760-739-8034 Cell: 760-419-2183 REPORT FOR City of Carlsbad 1635 Faraday Avenue Carlsbad, Ca. 92008 PROJECT RECEIVED MAY 11 2011 Site Utility Locating and Potholing Phase II Task Allotment 1, Project 6608 Carlsbad, Califomia 1 ABLE OF CON LENTS 1. DESCRIPTION OF POTHOLE PROCEDURES 2. SITE SPECIFIC DETAILS 3. PROJECT AREA PHOTOGRAPHS 4. POTHOLE TABULATION 5. RECORD OF TESTHOLE DATA SHEETS PREPARED BY AIRX UTILITY SURVEYORS 2534 East El Norte Parkway SUITE C Escondido, Ca. 92027 Tel. 760-480-2437 www.airxus.com DESCRIPTION OF POTHOLE PROCEDURES : AIRX Utility Surveyors performs a full range of services including Utility Locating, Vacuum Excavation to identify the depth and alignment of existing utilities, Video Inspection services and Subsidence Monitoring. When employed Utility Locating establishes an alignment beneath which the desired utility has been traced. To convey this information to crews that follow mark outs are done using paint, nails or feathers with appropriate annotation. On hard pavement AIRX uses white paint to identify the intended utility while utility locators use paint of the appropriate color for that utility. On unpaved surfaces spikes with pink feathers identify the alignment or pothole locations. Vacuum excavation entails the use of a vacuum truck as a mode of extraction coeval with high-pressure air or water as the mode of excavation. A hole is first cored or chiseled through the pavement 8 to 12 inches in diameter through which the vacuum hose and high pressure hose is inserted. Holes in substrate materials such as sand excavate quickly while those in cobble may require considerable time. Trenches are excavated in a similar fashion to expose multiple or fragile utilities, or when an interruption in service, due to damage by conventional backhoe, can not be tolerated. With all of the above m.ethods for locating buried utilities the method for annotating that information on the surface is the same. The facility is traced on the surface and two nails or feathers are placed an offset distance apart. This distance is noted on the middle left side of the sheet. Its significance is two fold: First, it approximates the alignment of the centerline of the pipeline or encasement; and second, it defines the point of depth measurement at the midpoint between the nails or feathers. The depth measurement is rounded to the nearest 1/2 inch with a tolerance of +/- VA inch. 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 between nails marks the alignment of the pipe along with the depth to the top of the utility and a brief description of the utility below. AirX potholing methods require potable water that was acquired off site, and all vacuumed water was disposed of off site. Water used during the course of potholing was completely contained and no water was allowed to escape into storm drains or natural drainages. Utility locating was initially provided by Underground Service Alert and verified as required by AirX Utility Surveyors prior to potholing. SITE SPECIFIC DETAILS AirX was contracted by the City of Carlsbad to perform locating and potholing services in Carlsbad, Califomia, for certain utilities for Task Allotment 1, Project 6608 for storm drain improvements. AirX applied for its own Traffic Control and Excavation Permits and performed said work. The project area was on Madison Street at Grand Avenue, Roosevelt Street 75 feet northwest of Carlsbad Village Drive and Ocean Street northwest from Pacific Avenue until it tums north. AirX was tasked to do 14 potholes, 4 at Madison, 1 at Roosevelt and 9 on Ocean Street. Traffic control was provided by AirX and a permit was required by the City of Carlsbad. Traffic was fairly heavy on Madison and Roosevelt during the noon hour and after about 2:30 pm. The traffic on Ocean Street was relatively light. The soil stratification was mostly sandy clay and the potholes were backfilled with slurry and the pavement was resurfaced with hot asphalt. Every Wednesday the Farmers Market is set up and traffic is very heavy at that time. The results of the work have been written on the pavement and annotated in this report. PROJECT AREA PHOTOGRAPHS Above Lef^ (I): Facing northeast on Grand Avenue from the Roosevelt Street Intersection looking toward Madison. In Phase U of this project potholes PH 101 to PH 104 where in the Madison Intersection and PH 105 was right of the photo on Roosevelt. Above Right (2): Facing southeast on Madison Street looking across Grand Avenue along the proposed alignment of the new storm drain. Potholes PH 101 to PH 104 ran across this intersection along the left side of the photo from near to far. Above Left (3); Facing northwest on the southeast bound side of Roosevelt Street with Carlsbad Village Drive at the back of the camera. The current phase pothole location is near dead center of the photo, labeled pothole PH 105. Above Right (4): Facing southwest al the same location as in photo 3, but looking from the right in that photo. 1 his is the building water service not marked out in the previous phase. Carlsbad Village Drive is about 75 feet to the left of the photo. Above Left (5): Facing south-southeast on Ocean Street as it curves northeast toward Garfield Street. Note the utilities changing from off" curb in the street to back of curb. The utilities in this area are in a common trench, pothole PH 106 through PH 114. Above Right (6): Facing northwest on southwest side of Ocean Street looking down the utility corridor and the proposed alignment of the storm drain. The alignment follows from the mailbox stand, left, through the white 45 degree mark out just outside the parking lane back toward the catch basin seen in photo 5. The last pothole is seen in the center of this photo. POTHOLE TABULATION FOR MADISON, ROOSEVELT AND OCEAN STREET, CARLSBAD, CAUFORNIA Pothole Depth-Ground to Elevation-Top of Depth-Ground to Elevation-Bottom Number Utility "ype Utility Owner Utility Size & Uate-ial Northing Easting Ground Elev ation Top of Utility Utility Bottom of Utility of Utility Utility Orientation Description & Location 101 Gas S03&E 2" StI 36 5"T/P SW-NE Madison Street and Grand Avenue Intersection 102 Taink Sewer Cansbad Not Found Dug/Probed 132" SW-NE Madison Street and Grand Avenue Intersection 103 Sewer Carisbad 8" VCP 108.0" T/P SW-NE Madison Street and Grand Avenue Intersection Storm Dram Carlsbad 12" AC? 59.0" T/P NW-SE 104 Water Carlsbad 10" ACP 45.0" T/P SW-NE Roosevelt Street NW of Carlsbad Village Dnve 105 Water Service Cansbad 1" Cu 25.0" T/P SW-NE Roosevelt Street NW of Carisbad 106 Gas SDG&E 2" HDPE 27.5" T/P N-S Ocean Street NW of Pacific Avenue Tel/CATV 1-4" PVC 26.0" T/P N-S 107 Gas SDG&E 2" HDPE 32.0" T/P NW-SE Ocean Street NW of Pacific Avenue Tel/CATV 1-4" PVC 30.0" T/P NW-SE Water Service Carisbad 3/4" Cu 11.0" T/P SW-NE 108 Water Service Carisbad 3/4" Cu 12.0" T/P SW-NE Ocean Street NW of Pacific Avenue 109 Gas Sen/ice SDG&E 1" StI 28.0" T/P SW-NE Ocean Street NW of Pacific Avenue Tel/CATV 1-4" PVC 33.0" T/P NW-SE 110 Water Service Carisbad 3-1" Cu 28 0" T/P SW-NE Ocean Street NW of Pacific Avenue 111 Water Service Carlsbad 1"Cu 14.0" T/P SW-NE Ocean Street NW of Pacific Avenue 112 Electnc SDG&E 1-4" PVC 40.5" T/P NW-SE Ocean Street NW of Pacific Avenue Tel/CATV 2" PV(.: 26.0" T/P NW-SE Gas SDG&E 1" StI 37.0" T/P NW-SE 113 Water Service Carisbad 3/4" Cu 21.5" T/P SW-NE Ocean Street NW of Pacific Avenue 114 Gas SDG&E 1" Stl 25 0" T/P N-S Ocean Street NW of Pacific Avenue RECORD OF TEST HOLE DATA AIF0(JOBNO: X110024 TEST HOLE NO: 101 DATE DUG; 4-7-11 UTILITY TYPE Gas SIZE & MATERIAL 2" Steel UTILITY DEPTH 36.5" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: CONCRETE: 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 Sand/Clay Sand/Clay/Gravel COMMENTS: The traffic density on this street is intense around lunch and after about 2:30 pm. 3 3 • Facing south down Madison Street on the north side of Grand Avenue. The Tee of the gas main in the street is under the cone to the left. The trench patch is for communications. A down the hole photo of the 2 inch steel gas line. The roots are prolific around the backfill around the pipes under the street. RECORD OF TEST HOLE DATA AIFOCJOBNO; X110024 TESTHOLE NO; 102 DATE DUG; 4-7-11 UTILITY TYPE Sewer SIZE & MATERIAL Not Found UTILITY DEPTH N/A ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: CONCRETE: 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/Gravel/Rock COMMENTS: This hole was marked out based on the drawings provided, however the soil was hard and the excavation was stopped at 6 feet pending further instruction. The City of Carlsbad Waste Water Division responded that the utility had been abandoned many years earlier. The location is as shown in the photo. An area shot showing PH 102 at the left center of the photo. The utility, now abandoned, runs from left to right. A down the hole shot to 6'. The exact location of the trunk sewer was not known. The material here appeared native composed of clay, sand and gravel. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TESTHOLE NO; 103 DATE DUG; 4-7-11 UTILITY TYPE Sewer Storm Drain SIZE & MATERIAL 8" VCP 12" ACP UTILITY DEPTH 108.0" T/P 59.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW NW-SE APPROXIMATE STATION PAVEMENT THICKNESS: NORTHING COORDINATES EASTING COORDINATES ASPHALT: GROUND ELEVATION CONCRETE: UTILITY ELEVATION BASE COURSE: UTILITY MARKED BY USA: MARKOUT LOCATION CORRECT; UTILITY SHOWN ON PLAN; Yes Yes Yes TF?ACER WIRE FOUND; PIPE COVER MATERIAL; OVERBURDEN MATERIAL; No N/A Clay/Gravel/Rock COMMENTS: The pothole was placed to pick up both the sewer crossing on Grand Avenue as well as the storm drain on Madison Street. I An area shot showing PH 103 at the pink paint near the center line of Grand Avenue, in line with the far curb on Madison Ave. A down the hole shot of the 8" sewer below the 12" storm drain seen at the left of the photo. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 104 DATE DUG; 4-7-11 UTILITY TYPE Water SIZE & MATERIAL 10" ACP UTILITY DEPTH 45.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: CONCRETE: 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/Gravel/Rock COMMENTS: The pothole is located on the southwest side of the intersection just outside the northeast bound travel lane. Facing northwest along the southwest side of Madison looking across Grand Avenue. The water mark out can be seen at the right of the photo and the pink line across the pothole patch is along the axis of the pipe. A down the hole shot of the water main. The ACP texture can be seen in the photo and their appears to be a tracer wire. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 105 DATE DUG; 4-7-11 UTILITY TYPE 1 Water Service 2 3 4 SIZE & MATERIAL 1" Copper UTILITY DEPTH 25.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW 1 : APPROXIMATE STATION PAVEMENT THICKNESS: NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY MARKED BY USA; MARKOUT LOCATION CORRECT; UTILITY SHOWN ON PLAN; ASPHALT: CONCRETE: UTILITY ELEVATION BASE COURSE: Yes Yes Yes TRACER WIRE FOUND; PIPE COVER MATERIAL; OVERBURDEN MATERIAL; No N/A Clay/Sand/Gravel COMMENTS: The pothole was placed in line with proposed alignment of the new storm drain. i 2 Facing southeast on Roosevelt Street looking toward Carlsbad Village Drive; the pothole is ower center in the photo. A down the hole shot the 1 inch copper water service. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO: 106 DATE DUG: 4-1-11 3 3 UTILITY TYPE Telecom. Gas SIZE & MATERIAL 4" PVC 2" HDPE UTILITY DEPTH 26.0" T/P 27.5" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW NE-SW 3 3 APPROXIMATE STATION NORTHING COORDINATES PAVEMENT THICKNESS: EASTING COORDINATES GROUND ELEVATION ASPHALT: 5" CONCRETE: 0" UTILITY ELEVATION 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 Sand Sand/Clay/Gravel COMMENTS: The pothole is on the west side of Ocean Street just southwest of the existing storm drain grate. 3 Facing south-southwest along the west side of Ocean Street. Pothole 106 was initially excavated behind the curb in the gravel but another was excavated just off the toe of the curb by the PH 106 annotation. Looking down the hole at (from left to right) the 4" PVC telecom conduit and 2" orange PE gas line. Note the tracer wire next to the gas line. 3 RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 107 DATE DUG; 4-1-11 UTILITY TYPE SIZE & MATERIAL UTILITY DEPTH ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION 1 Water Service 0.75" Cu 11.0" T/P NE-SW 2 Telecom. 4" PVC 30.0" TIP NW-SE 3 Gas 2" HDPE 32.0" T/P NW-SF 4 APPROXIMATE STATION 1 NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION 2 3 4 PAVEMENT THICKNESS: ASPHALT: 4" 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 Sand Clay/Sand/Gravel COMMENTS: Pothole on west side of Ocean Street ] m m i I UN Pothole 108 is in the saddle of of the white water service trace. Pothole 107 is adjacent to the toe of the curb and has the gas and telecom exposed under the curb and gutter. Looking down the hole at the 0.75" copper water service line in the center of the photo. The 2" orange gas and part of a conduit are visible at depth. 3 3 RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 108 DATE DUG; 4-1-11 UTILITY TYPE Water SIZE & MATERIAL 0.75" Cu UTILITY DEPTH 12.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: 4.5" CONCRETE: O" 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 Sand Sand/Clay/Gravel COMMENTS: The pothole is on the west side of Ocean Street. A view facing north-northwest at the radius end of Ocean Street. Pothole 108 if next to the toe of the curb where the perpendicular and off curb white lines cross. Looking down the hole at the 0.75" copper water service line. The pipe is making an odd bend in this area and is probably soft copper. RECORD OF TEST HOLE DATA AlF^XJOBNO; X110024 TEST HOLE NO; 109 DATE DUG; 4-1-11 UTILITY TYPE Gas Telecom. SIZE & MATERIAL 1" Steel 4" PVC UTILITY DEPTH 18.5" T/P 33.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NW-SE NW-SE APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: 4" 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 Sand Sand/Clay/Gravel COMMENTS: Pothole is on the southwest side of Ocean Street. Facing southeast on the southwest side of Ocean Street. Pothole 109 is the closest hole out from the center of the driveway apron. The gas has been reduced in this hole from a 2 inch HDPE to a 1 inch steel. Looking down the hole at the 4" PVC telecom conduit and 1" coated steel gas line (right); coating on gas line in fair condition with a piece of coating missing. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 110 DATE DUG. 4-1-11 UTILITY TYPE 1 Water Service 2 3 4 SIZE & MATERIAL 3-1" Cu UTILITY DEPTH 28.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: 4" 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 Sand Clay/Sand/Gravel COMMENTS: The pothole is on the southwest side of Ocean Street, one of three in this area of crossing. Facing northeast across Ocean Street mid-block where the trunk electric, telecom and CATV cross the street. Only a service continues to the southeast along with the gas. Looking down the hole at the 3-1" copper water service lines; all pipes are at same depth. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 111 DATE DUG; 4-1-11 UTILITY TYPE 1 Water Service 2 3 4 SIZE & MATERIAL 1" Cu UTILITY DEPTH 14.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: 5" 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 Sand Sand/Clay/Gravel COMMENTS: The pothole is on the southwest side of Ocean Street. Facing northwest along the southwest side of Ocean Street. The dry utilities trunk lines cross the street here with only a service line continueing under the car at the lower left. Looking down the hole at the 1" copper water service. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO: 112 DATE DUG; 4-1-11 UTILITY SIZE & UTILITY ENCASEMENT ENCASEMENT UTILITY TYPE MATERIAL DEPTH TOP BOTTOM DIRECTION 1 Telecom. 2,5" PVC 25.0" T/P NE-SW 2 Gas 1" Steel 37.0" T/P NE-SW 3 Electric 4" PVC 40.5" T/P NE-SW 4 APPROXIMATE NORTHING EASTING GROUND UTILITY STATION COORDINATES COORDINATES ELEVATION ELEVATION PAVEMENT THICKNESS: ASPHALT: 4.5" 30NCRETE: 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 Sand Sand/Clay/Gravel COMMENTS: Pothole on west side of Ocean Street Facing southwest across Ocean Street, the oposite direction of PH 111. Note the position of the water main. Looking down the hole at, from left to right, the 1 inch costed steel gas line, 4" PVC electric conduit and 2 telecom conduit. The coating on gas line is in good condition. RECORD OF TEST HOLE DATA AIRX JOB NO; X110024 TEST HOLE NO; 113 DATE DUG; 4-1-11 UTILITY TYPE Water Service SIZE & MATERIAL 0.75" Cu UTILITY DEPTH 21.5" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NE-SW APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: 4.5" 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 Sand Sand/Clay COMMENTS: The pothole is on the southwest side of Ocean Street. Facing northwest, the pothole location is adjacent to the rear tire of the blue car at the left of the photo. Looking down the hole at the 0.75" copper water service line. 3 RECORD OF TEST HOLE DATA AIFOCJOBNQ; X110024 TEST HOLE NO: 114 DATE DUG 4-1-11 UTILITY TYPE Gas SIZE & MATERIAL 1" Steel UTILITY DEPTH 25.0" T/P ENCASEMENT TOP ENCASEMENT BOTTOM UTILITY DIRECTION NW-SE APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION PAVEMENT THICKNESS: ASPHALT: 5" 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 Sand Sand/Clay COMMENTS: The pothole is on the southwest side of Ocean Street The is the furthest location south in the project. Facing southwest across Ocean Street at the pothole location in the center of the photograph. Looking down the hole at the 1" coated steel gas line; the coating is in condition.