HomeMy WebLinkAboutD-357055EXISTING UTILITY DATA
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M
POTHOLE #
TYPE OF UTILITY
MATERIAL
SIZE OF
UTILITY
GROUND EL
MEASUREMENT TO TOP
OF UTILITY
MEASUREMENT TO
BOTTOM OF UTILITY
DISTANCE FROM FOG
LINE/CENTER LINE/CURB
NOTES
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11
POWER
PVC
4"+2"
23.70
36"
42"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST. & LIND AVE INTERSECTION
a
12
GAS
IRON
4"
23.71
44"
48"
23' / 0" / 24'
LOCATED @ CENTER OF 7TH ST. & LIND AVE INTERSECTION
d
13
POWER
STEEL
6"
23.58
40"
46"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST. & LIND AVE INTERSECTION
14
FIBER
CONCRETE CASED
2'x3'
23.59
8"
43"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST. & LIND AVE INTERSECTION
15
GAS
IRON
2"
23.95
34"
36"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST.
16
POWER
STEEL
2"
23.94
54"
56"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST.
17
FIBER
CONCRETE CASED
2'x 2'
23.48
50"
74"
23' / 0" / 24'
LOCATED @ CENTER OF 7TH ST.
18'
POWER
PVC
2"x 4"
23.31
53"
65"
22' / 0" / 23'
LOCATED ® CENTER OF 7TH ST.
19'
FIBER
CONCRETE CASED
12"x 9"
23.08
39"
48"
22' / 0" / 23'
LOCATED @ CENTER OF 7TH ST.
20
HIGH PRESSURE GAS
STEEL CASING
SEE NOTES
23.34
45"
61"
22' / 0" / 23'
LOCATED ® CENTER OF 7TH ST. "OPL", SIZE OF GAS IS 12" INSIDE 16" STL CASING
21'
POWER
PVC
2.5"
22.97
62"
63"
22' / 0" / 23'
LOCATED ® CENTER OF 7TH ST.
22
GAS
IRON
2.5"
22.82
40"
42.5"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST.
23
FIBER
CONCRETE CASED
2'x 2'
22.81
60"
84"
23' / 0" / 24'
LOCATED @ CENTER OF 7TH ST.
24
GAS
IRON
2.5"
22.66
50"
53"
22' / 0" / 23'
LOCATED ® CENTER OF 7TH ST.
25
FIBER
CONDUIT MULTIPLE 2"
2"
21.95
38"
46"
22' / 0" / 23'
LOCATED ® CENTER OF 7TH ST.
26
FIBER
N/A
N/A
21.96
N/A
N/A
22' / 0" / 23'
TRENCHED UNDERGROUND 7' DEEP 6' LONG - DID NOT FIND, *FIBER RUN IS TOGETHER WITH FIBER ® POTHOLE 25 PER CITY INSPECTOR*
27
WATER
IRON
12"
21.96
35"
47"
22' / 0" / 23'
LOCATED ® CENTER OF 7TH ST.
28
GAS
IRON
2.5"
22.01
32"
35"
23' / 0" / 24'
LOCATED ® CENTER OF 7TH ST.
29
FIBER
CONCRETE CASED
2'x2'
22.01
49"
73"
23' / 0" / 24
LOCATED ® CENTER OF 7TH ST.
30'
POWER
PVC
4"
21.96
47"
51"
20' / 3' / 21'
LOCATED IN WESTBOUND LEFT LANE
31
POWER
PVC
2"
21.93
20"
22"
20' / 3' / 21'
LOCATED IN WESTBOUND LEFT LANE
104
UFO
DUCT BANK
N/A
NOT SURVEYED
N/A
N/A
N/A
DUG 10' DEEP x 4' WIDE ON LOCATED MARKS ON SURFACE. DID NOT FIND UTILITY.
105
GAS
PE
4"
NOT SURVEYED
40"
44"
N/A
5" FROM EDGE OF CURB SOUTH OF PIPE, 104" FROM SIDEWALK EDGE NORTH OF PIPE.
105
PHONE/SPRINKLER
PVC
1", 4.75"
NOT SURVEYED
16", 11"
17", 11.75"
N/A
5" FROM EDGE OF CURB SOUTH OF PIPE, 104" FROM SIDEWALK EDGE NORTH OF PIPE.
106
GAS
STEEL
4"
NOT SURVEYED
35"
39"
N/A
242" FROM TREE NORTH OF PIPE, 21" FROM CURB EDGE SOUTH OF PIPE.
107
UFO
CDF DUCT BANK
N/A
NOT SURVEYED
12" TO TOP OF BANK
48 TO BOTTOM OF BANK
N/A
N/A
242" FROM TREE NORTH OF PIPE, 21" FROM CURB EDGE SOUTH OF PIPE.
108
GAS
PE
4"
NOT SURVEYED
38"
42"
N/A
83" FROM EDGE OF SIDEWALK NORTH OF PIPE, 24" FROM PIPE TO CURB EDGE SOUTH OF PIPE.
109
UFO
CDF DUCT BANK
N/A
NOT SURVEYED
7"09" WIDE
46"
N/A
80" FROM CURB SOUTH TO DUCT BANK EDGE, 66" FROM OUTSIDE EDGE OF SIDEWALK NORTH OF DUCT BANK
110
COMCAST TV
N/A
N/A
NOT SURVEYED
N/A
N/A
N/A
DUG 12' DEEP x 4' WIDE ON LOCATED MARKS ON SURFACE. DID NOT FIND UTILITY.
ill
GAS
PE
4"
NOT SURVEYED
34"
38"
N/A
158" FROM EDGE OF SIDEWALK NORTH OF PIPE, 26" FROM EDGE OF CURB SOUTH OF PIPE.
112
GAS
PE
4"
NOT SURVEYED
38"
42"
N/A
23" FROM PIPE TO CURB SOUTH OF PIPE, 86" FROM PIPE TO SIDEWALK EDGE NORTH OF PIPE.
113
UFO
N/A
N/A
NOT SURVEYED
29"x38" WIDE
41" BANK
N/A
69" FROM EDGE OF DUCT BANK TO SIDEWALK EDGE NORTH OF BANK, 78" FROM EDGE OF DUCT BANK TO CURB SOUTH OF BANK
114
UFO
CDF DUCT BANK
N/A
NOT SURVEYED
24"x38" WIDE
55"
N/A
16" FROM SIDE OF BANK TO SIDEWALK NORTH OF DUCT BANK, 70" FROM EDGE OF BANK TO CURB SOUTH OF DUCT BANK.
115
GAS
STEEL
4"
NOT SURVEYED
34"
38"
N/A
25" FROM EDGE OF CURB SOUTH OF HOLE TO CENTER OF PIPE, 79" FROM CRISSWALK BUTTON POLE NORTH OF HOLE.
116
FIBER BANK
CONCRETE DUCT BANK
N/A
NOT SURVEYED
51"
74" TO BOTTOM OF BANK
N/A
239" FROM STORM DRAIN LID EDGE EAST OF BANK EDGE.
202
COMCAST TV
PVC
4"
NOT SURVEYED
37"
41"
N/A / 4'11" / 18'
204
-
COPPER
2"
NOT SURVEYED
37"
40"
N/A / 4' / 20'
205
-
COPPER
2"
NOT SURVEYED
45"
47"
N/A / 4' / 20'
206
STORM
CONCRETE
8"-10"
NOT SURVEYED
77"
87"
N/A / 4' / 20'
207'
GAS
STEEL
2"
NOT SURVEYED
58"
60"
N/A / 2' / 22'
29'6" EAST OF SEWER MH
301
WATER
DIP
10"
22.71
49"
62"
N/A
AS-BUILTS INDICATE 10" DIA PIPE. CONTRACTOR TO FIELD VERIFY
302A
FO/TV
CONCRETE DUCT BANK
22.04t
24"
42"
N/A
52" GAP BETWEEN FO/TV AND PSE POWER
302E
PSE POWER
CONCRETE DUCT BANK
22.04
30"
48"
N/A
303
COMCAST
CONCRETE DUCT BANK
23.30
11"
20"
N/A / 6" / 18'6"
304
WATER
DIP
12"
23.57
4'9"
5'7"
N/A / 6'8" / 17'
DIAMETER NOT CONFIRMED. CONTRACTOR TO POTHOLE BEFORE ORDERING PIPE MATERIALS.
305'
FO/TV
PVC
(2) 2"
23.56
7'
7'4"
N/A / 6'8" / 17'
COMCAST
306
GAS
IF
3"
22.40
28"
31"
N/A / N/A / 58"t
307
POWER
METAL CONDUIT
BANK
22.44
55"
72"
N/A / 32' / N/A
ALL POWER GROUPED INTO ONE DUCT BANK. 5 PIPES.
308
POWER
METAL CONDUIT
BANK
22.48
42"
46"
N/A
GROUPED ALL POWER TOGETHER, 6 PIPES VISIBLE.
309
FO/TV
PVC
4"
22.52
58"
62"
N/A / 285" / 118"
400
-
CONCRETE CASED
12"x5"
23.34
42"
47"
N/A / N/A / 19'9"
57'7" EAST OF RR CROSSING, 19'9" FROM FACE OF CURB SOUTH OF HOLE (POTHOLE INFO PROVIDED BY CENTURYLINK PH #2)
401
-
CONCRETE CASED
18"x8"
23.45
44"
52"
N/A / N/A / 20'6"
20'6" FROM FACE OF CURB S OF HOLE, 61' FROM FIRE HYDRANT (POTHOLE INFO PROVIDED BY CENTURYLINK PH #3)
402
-
CONCRETE CASED
18"x8"
23.87
1 50"
1 58"
1 N/A / N/A / 20'6"
20'6" FROM FACE OF CURB S OF HOLE, 12' FROM WATER VALVE (POTHOLE INFO PROVIDED BY CENTURYLINK PH #6)
403
FO/TV
PVC
0'-2"
NOT SURVEYED
1 38"
1 40"
1 N/A / N/A / 199"
256" FROM WEST RAIL, 199" FROM SOUTH CURB
' THIS UTILITY WAS RELOCATED AFTER POTHOLING. WHERE INFORMATION WAS AVAILABLE, APPROXIMATE NEW LOCATION IS SHOWN. CONTRACTOR TO VERIFY NEW LOCATION WITH UTILITIES PRIOR TO WORK IN AREA. WHERE UTILITY IS ABOVE NEW STORM, CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT.
Louis Berger
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'ZONALG
520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043
PACE AS NOTED
rc 1`/JE/RL
1 AS -BUILT REVISIONS MSG 9/22/2016W
-- ABG
BID SET MSG 4/18/2016 DATUM
NO. REVISION BY DATE � �`"" ""°"°'"°"
AS -BUILT
RECOMMENDED
FOR APPROVAL
BY E)aa
BY
CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018
RENTON STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 PSE°°°"
Planning/Building/Public Works Dept. EXISTING UTILITY DATA N°C7
11 °F. 20
,0m mmmm