HomeMy WebLinkAboutSWP2703296.5S
(0
N
M
N
CL
SCALE
20 0 10 20 1-0
( FEET y
N
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' 5" E
MIC2
S S S
NE 23RD ST
R/W 2092 CB TYPE 1
RIM ELEV=292.77
IE 12" CMP (NE)=289.3
IF 12" CMP (W)=289.2
0
POTHOLE RESULTS, From Pivetta Survev 9/29/08
Location
EL to
• P 1
Gas, 1 1 /2" black steel
293.14
2'-4" down, 8" from edge of walk.
P2
Power, Qwest, Tele, cable?
292.62
3'-10" down, 5' from walk.
P3
Street Light Power, 22" down N
293.0
P4
Water Service, 4'-2" down
291.17
P5
Water Service
290.62
P6
Ex. 12" SD, corrugated
291.7
P7
SS south of garage, #2217 Dayton
297.93
P8
8"Water Main, Dayton
302.68
P9
Water Sery to #2216 Dayton
305.31
P10
Gas Main, Dayton
305.97
43' north of CB-7
P11
8"W at 45',
301.36
45' is 4'east, 5' south of CL CB-10
BHC Consultants, LLC
720 Third Avenue, Suite 1200
Seattle, Washington 98104-1820
206.505.3400
206.505.3406 (fax)
S LL T N! :S www.bhcconsultants.com
4" PLASTIC
IE.=294.7-
2093 SSMH
RIM ELEV=294.92
IF CENTER=288.5
NE 1 /4, S. 51 T. 23 N., R. 5 E, W.M.,
KING COUNTY, WASHINGTON
Cn
MIC4
Cn
W
z
LLJ
Q R/W
2-STORY ALL JUKVLY S v
WOOD HOUSE NOTE #6
#2223 moo'
o
o \
2
� h XoPa C� � <
z Fl
PLANTER / �� o 0
1'f HIGH
RAILROAD TIE FIR
RECOMMENDED
FOR APPROVAL 1 0/ a l0-*
BY Daniel Carey 7/25/08
BY
SSMH 1110
RIM ELEV=304.24
IE CENTER=289.5
n2) DT6'
X X X X
CB-9 FI i
Revised 10/3/08
1 Re ised Gas Location -Da ton.
2 1 Ad ed Pothole Info, Revised Desi
r 1 -I (`Q7-R Ar4A=A r'Q-')A
NO.
REVISION
I` CB-3
1906 CB TYPE 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 --\
1904 SSMH
RIM ELEV=316.53
IE CENTER=306.5
C
W
z
�
W
>
cn
1905 CB TYPE 1
RIM ELEV=314.60
I
Q w
IF 12" CONC (N)=313.2
Ln
IE 12" CONC (S)=312.8
0
N
Z
o
4"W STEEL
OABANDONED
z
SEE W-3078
Q
cn
J l 301 GCB-5
30" 3:
DIRT Qo
RR TIE &
CONC STEP
x �
KEYSTONE KEYSTONE =n
BARK JUNIPER 12"x4
a ° ° d
a a
x o ° O
d
®�ERHAf'9G o �) d a a. 3:
00
° d
Q I-° x
GATE
1-STORY
WOOD HOUSE
#2324 h
a
�pM B
EP
Wb
- CB-10 A/C
12" CONC
IE=309.5
-CB-8
GENER 'J_'' 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.
_y /j
REVISED GAS LOC
,Pg \
ADDED POTHOLE
2Q
REVISED GAS LOC
PER UTILITY
CONSTRUCTION NOTES
a
g I
MARKINGS
I
�C -7 2Q REVISED CB-7
WORK AREA LIMIT.
LOCATION
Q
/
HOUSE
PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES,
#2216
ETC) FROM DAMAGE DURING CONSTRUCTION.
�CB-7A
3 0
POTHOLE AND SURVEY LOCATION OF EXISTING UTILITIES.
4"SS, 5.5'
Deep
Records Show
1
Not Connected
I
2172 SS H
RIM ELEV 304.54
IE CENTER=296.3
15' Utility smt
(Sewer)
NE 22ND ST
Fill PAINTED UTILITY LINE,
UNIDENTIFIED
2❑ 1730 SSMH
RIM ELEV=309.54
EOM G _ : IF CENTER=302.5
N 89"13'02" E
J I UKM KUN-Uf r 'EP �
POOLS IN THIS AREAJ
0 REVISED CB-10 TO EAST TO AVOID W THRUST BLOCK,
IF NEEDED. EXTEND ASPHALT TO FIT.
Ided Pothole-Cambs. DW 8 27 8 DM. 1 "=20' HD "` "D 1 �19°' ��
n and Profile, CITY 0 F
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
189691.47
1305814.80
8
189771.56
1305819.95
9
189538.42
1305678.17
10
189538.42
1305710.17
}3-
►wc o 2 o RJS vR R E N TO N
CHMW'
oanwrk PLS _
0ONENMDATUM
AT FULL WAIF
��� Planning/Building/Public Works Dept.
IF Nar oNE Ilxal
BY DATE APPR APM- DC WADE A0C0FOWLY
REVISED CB-7
2Q 5 FEET TO EAST
189703.40 1305819.79
D-329605XXM
ORIGINAL PLANS STA VM 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 F11°B°°"
DRAINAGE IMPROVEMENT PROJECT PAS
arAwrx: W.
SITE/PIPING PLAN C-2
SHM 5 0� 8
0 IDI-131219161015