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2090 CB TYPE 2
RIM ELEV= 296.49
IE 12" CMP (TOP OF FILTER) (N) =292.8
IE 12" CMP (TOP OF FILTER) (SW) =291.7
-- P
N 89'14'05" E I _
MIC2 �
S - --
-S S --
NE 23RD S
R/W 2092 CB TYPE 1
RIM ELEV= 292.77
IF 12" CMP (NE) =289.3
IE 12" CMP (W) =289.2
F-2-1
POTHOLE RESULTS, From Pivetta Survey 9/29/08
Location EL to
A, P1 Gas, 1 1/2" black steel 293.14
2' -4" down, 8" from edge of walk.
N P2 Power, Qwest, Tele, cable? 292.62
3' -10" down, 5' from walk.
4" PLASTIC
I E. =294.7 -
U
2093 SSMH
RIM ELEV= 294.92
IE CENTER =288.5
NE 1/4, S. 5, T. 23 N., R. 5 E, W.M.,
KING COUNTY, WASHINGTON
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MIC4
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R/W
2- -STORY SEE SURVEY S
WOOD HOUSE NOTE #6 \/
#2223
° N
2
W
CO
NORTHING
P3
Street Light Power, 22" down N
293.0
P C)
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U')
2A
P4
Water Service, 4' -2" down
291.17
Q�� P� TER
/
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o
04
X I
P5
Water Service
290.62
LO
0
cn 0,�
O2
PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES,
189734.54
P6
Ex. 12" SD, corrugated
291.7
4 "W STEEL
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.
7A
189 691.47
P7
SS south of garage, #2217 Dayton
297.93
-- 4 "SS, 5.5' Deep
9
189538.42
Records
Show
P8
8 "Water Main, Dayton
302.68
Connected
P9
Water Sery to #2216 Dayton
305.31
P10
Gas Main, Dayton
305.97
-
1'± HIGH
43' north of CB -7
RAILROAD TIX FI
P11
8 "W at 45',
301.36
45' is 4'east, 5' south of CL CB -10
SSMH
RIM ELEVEV=
304.24
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RECOMMENDED
FOR APPROVAL 0/ a log
By Daniel Carey 7/25/08
BY
IF CENTER =289.5
2 3C DT6'
L
- x- - - -x -- x.
FI
CB -9
Kevised 10/3/Uo
1 Re ised Gas Location -Da ton.
2 Ad ed Pothole Info, Revised Desi
1 _� (`R7 -R &Afi ati rR -')A
Rol
REVISION
1906 CB 1YPE 1
RIM ELEV = 312.12
IE 12" CONC (S)=
1907 YD LID
ELEV = 306.63 OVERHEAD POWER
IE 4" PLASTIC AND TELEPHONE -
(SE) =305.9 ---\
30"
1 DIRT o
O�
-- RR TIE &
CONC STEP
xI �
ER12 %4 KEYSTONE =�
-304--,,. KEYSTONE
BARK JUNIPERI2 "x4
o n a -
� ° a a
a °
14< o D RT a o
OVERHANG ° A °4 °°
�=- y
-°
� `�B -3 GATE
1 -STORY
WOOD HOUSE
#2324 14
RT
�a
FIR24"
1904 SSMH
RIM ELEV= 316.53
IE CENTER =306.5
S
W
CB #
NORTHING
P9
z
189699.59
1305526.64
\
a
2_1 REVISED GAS LOC
PER UTILITY
W
2A
189675.39
1305602.39
I
Li
<
MARKINGS
�
1905 CB TYPE 1
RIM ELEV= 314.60
IE 12" CONC (N) =313.2
X I
21 REVISED CB -7
189676.81
° IE 12" CONC (S) =312.8
LO
0
LOCATION
HOUSE
O2
PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES,
189734.54
N
z o
7
ETC) FROM DAMAGE DURING CONSTRUCTION.
4 "W STEEL
0O
z
.
7A
189 691.47
ABANDONED
SEE W -3078
as Q
0 C7�N
12" CONC
IE =309.5
f -CB -8
GENERAL NOTES:
1. CONTRACTORS WORK SHALL BE LIMITED TO DEFINED WORK
AREA LIMITS. PROTECT ALL EXISTING FEATURES FROM DAMAGE
DURING CONSTRUCTION ACTIVITIES UNLESS IDENTIFIED OR
APPROVED BY ENGINEER. CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY /ALL DAMAGES TO EXISTING FEATURES
BEYOND WORK AREA LIMITS.
2. PROTECT EXISTING UTILITIES FROM DAMAGE. VERIFY DEPTH OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY
ENGINEER OF ANY CONFLICTS.
3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL
UTILITIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL UTILITIES. CONTRACTOR SHALL COORDINATE
WITH FRANCHISE UTILITIES IF PIPING IN CONFLICT.
4. DURING THE WORK DAY CONSTRUCTION EQUIPMENT AND
MATERIALS MAY BE TEMPORARILY PARKED OR PLACED WITHIN
THE WORK AREA LIMITS OR RIGHT OF WAY. SUCH USE SHALL
NOT INTERFERE WITH THE USE, ACCESS, AND OCCUPANCY OF
THE RESIDENTS.
5. ALL CATCH BASINS GRATES AND LIDS SHALL BE LOCKING.
6. SAW CUT AND REPAIR PAVEMENT AS NECESSARY IN
ACCORDANCE WITH CITY STANDARD DETAIL H032 -1. CITY MAY
ADJUST EXTENT OF PAVEMENT REMOVAL IN THE FIELD.
1Q REVISED GAS LOC
CB #
NORTHING
P9
ADDED POTHOLE
189699.59
1305526.64
\
a
2_1 REVISED GAS LOC
PER UTILITY
CONSTRUCTION NOTES
2A
189675.39
1305602.39
3
189618.27
MARKINGS
4
189676.47
X I
21 REVISED CB -7
189676.81
WORK AREA LIMIT.
1
LOCATION
HOUSE
O2
PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES,
189734.54
#2216
7
ETC) FROM DAMAGE DURING CONSTRUCTION.
�CB-7A
.
7A
189 691.47
1305814.80
3
O
POTHOLE AND SURVEY LOCATION OF EXISTING UTILITIES.
-- 4 "SS, 5.5' Deep
9
189538.42
Records
Show
189538.42
1305710.17
Not
Connected
- 2172 SSMH
RIM ELEV 304.54
IF CENTER =296.3
\-15' Utility f smt
(Sewer)
FLAGPOL OMB E E 22ND ST
W? 2
CB-10 A/t, - _N 89'13'02" E -
P11 PAINTED UTILITY LINE,
UNIDENTIFIED
2❑ 1730 SSMH
G RIM ELEV= 309.54
EOM IE CENTER =302.5
STORM RUN -OFF EP cn
POOLS IN THIS AREA F2_1 REVISED CB -10 TO EAST TO AVOID W THRUST BLOCK,
IF NEEDED. EXTEND ASPHALT TO FIT._
ded Pothole -Cam s. DW 8 27 08 s pG SCAM, V80rV: NAVD 19M
n and Profile, 1 " =20' NorazoNrA� WD 103/1101 sti ,: CITY OF
Dwc o 2 o Res
DRAWN: R E N TO N
.JL
PL ONE INCH DATUM
D .. AT FULL WALE � Planning /Building /Public Works Dept. IF Wr ONE INM
BY DATE APPR mewl o: SMILE ACCOWNLY
DC
CATC H BAS I N
COORDINATE TABLE
CB #
NORTHING
EASTING
1
189699.59
1305526.64
2
189689.02
1305582.67
2A
189675.39
1305602.39
3
189618.27
1305679.82
4
189676.47
1305680.35
5
189676.81
1305744.28
6
189703.14
1305779.65
6A
189734.54
1305765.87
7
.
7A
189 691.47
1305814.80
8
189771.56
1305819.95
9
189538.42
1305678.17
10
189538.42
1305710.17
REVISED CB -7
20 5 FEET TO EAST
189703.40 1305819.79
OF _W
D-329605
d �oacxx
ORIGINAL PLANS STAMPED BY
JEFFREY S. KRESHEL ON:7 /28/08
PE #32796 EXPIRES:
CALL 3 WORKING DAYS BEFORE YOU DIG
1-800-424-5555
CITY OF RENTON 07 -25 -08
DAYTON AVE NE /NE 22ND ST
DRAINAGE IMPROVEMENT PROJECT DRA
DRAWgiG ND.
SITE /PIPING PLAN C -2
SFIEEf W.
5 8
D -3 D- 3219605
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