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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
RESTORE CURB, WALK
TO MATCH EXISTING
RESTORE MONUMENT TO
SURVEYED LOCATION 4'
P-
CB-1
W
J� N 89' 14S" E _
A/C
S S
3
NE 23RD ST 0
N
R/W 2092 CB TYPE 1
RIM ELEV=292.77
IE 12" CMP (NE)=289.3
IE 12" CMP (W)=289.2
g BHC Consultants, LLC
720 Third Avenue, Suite 1200
Seattle, Washington 98104-1820
m 206.505.3400
YA 206.505.3406 (fax)
L rll;t www.bhcconsultants.com
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2093 SSMH
RIM ELEV=294.92
IE CENTER=288.5
NE 1 /4, S. 5, T. 23 N., R. 5 E, W.M., 1904 SSMH
KING COUNTY, WASHINGTON I I CENTER3 E306.5
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30' F>
MIC4
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Q25' ROW ( R/W
SWIMMING POOL PUMP
HOUSE RECONSTRUCT,
SEE DWG C-5
REPAIR EX ROCKERY
BUILD NEW ROCKERY
SEE DWG C-5
jfLLLJ � �ty' J A�XY
�xrx PLANTER / 4
INSTALL NEW TREES PER e OT 18
BID ITEM, LOCATIONS MAY e 1'f HI(
BE ADJUSTED BY CITY RAILROAD
r- �
SSM
RIM ELEV=304.
IE CENTER=289.
X 3T6"
15' PRIVATE UTILITY ESMT
CB-9 FIR
RESTORE CRUSHED GRAVEL PAD
INSTALL ROLLED ASPHALT CURB
APPRX 3" HIGH, MATCH AND TIE
INTO EXISTING CURB
RECOMMENDED
FOR APPROVAL
BY -17lGn C±±tZ-2 S•• D8
BY
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 —�
ASPHALT BERM,
APPROX 4"
HIGH --\
(2)RESTORE
EX
ASPHALT
DITCH —
8ti J0�'• I
RESTORE
CONC
WALK TO
MATCH
EXISTING
1—STORY
HOUSE
II
#2217
POWER TO PUMP I
STEP
HOUSE FROM
If
CORNER OF 1
HOME -- Pone nPAiN
—INSTALL
NEW TREE
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1905 CB TYPE 1
RIM ELEV=314.60
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IE 12" CONC (N)=313.2
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IE 12" CONC (S)=312.8
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4"W STEEL
0 0
ABANDONED
z
SEE W-3078
Qco
12" CONC
t ' 3og
A/C
CB-6A
j
IE=305.0
6
MIC7 cn
CB-6
7 E 9 ~ 306
\ STA, 0
lw/C 3s\
1—STORY
WOOD HOUSE
#2324
6' CHLK
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g2
01 E P0.
0 ID. OPR J0\-
CB-8
ASPHALT BERM,
APPROX 4" HIGH
G 7 RESTORE EX
ASPHALT DITCH
IE 4" SQUARE PVC=305.3
12" CONC
IE=305.1
s !7'
o _
A/C '
_ W '
6
CB-7
CB-7A
-- 4"SS, 5.5' Deep
?' Records Show
Not Connected
�— 2172 SS4H
RIM ELEV
304.54
IE CENTER=296.3
15' Utility �smt
'Sewer)
STOCKPILE
SALVAGED
ROCKS AS
DIRECTED
41 •
Q
Q a
J 3
F 0 EP �oM6 N E 22 N D ST
i — -- -- o
W(�
p I A/C
"DEAD AINTED UTILITY LINE,
1 CB-10�__p
UNIDENTIFIED
ENS„ t
8"W G
STO RUN—OFF
P LS IN THIS AREA REMOVE EX PAVEMENT AND
GRADE TO DRAIN TO CB
SURVEYED SCALE
KPG
DEMM 1 "=20'
/DC
oRAr�
PLS ONE NM
CHECKM JK/DC xr mLsmE
F Nor ONE R=4
BY DATE APPR S� ACCOF N LY
"0N oc
N 89' 13'02" E
1730 SSMH
RIM ELEV=309.54
IE CENTER=302.5
GENERAL NOTES:
1. DISTURBED AREAS NOT SHOWN ON PLANS TO BE SEEDED WITH
EROSION CONTROL SEEDING OR AS DIRECTED.
2. PROVIDE A MINIMUM OF 12" DEPTH TOPSOIL IN ALL SEEDING
AND PLANTING BEDS.
3. ALL SHRUB PLANTING BEDS TO RECEIVE 2" DEPTH BARK
MULCH, MINIMUM.
CONSTRUCTION NOTES
Q1 INSTALL NEW WOOD FENCE TO MATCH EXISTING.
02 RESTORE GATE (WITH SALVAGED EXISTING GATE OR NEW).
Q3 PLANT NEW OR SALVAGED TREES, SHRUBS, PLANTS TO
MATCH EXISTING LANDSCAPING. RESTORE ALL PLANTING
BEDS, TOPSOIL, BEAUTY BARK, ETC.
04 INSTALL NEW SOD OVER ALL DISTURBED GRASS AREAS ON
PROPERTY, AND AS DIRECTED BY THE CITY,
QS RESTORE GROUND TO MATCH EXISTING SURFACE BY PLACING
SILTY SANDY SOIL AND RAKING.
06 RE—ESTABLISH EXISTING GRADE AND FLOW PATTERNS.
RESTORE PAVEMENT AS NECESSARY IN ACCORDANCE WITH
CITY STANDARD DETAIL H032-1. CITY MAY ADJUST THE
EXTENT OF RESTORATION IN THE FIELD.
Q7 GRADE TO DRAIN.
MA
NAw,m ,C1 TY OF
NORaoNrN.. NAD ses/,sa, �►
RENTON
DATUM
Planning/Building/Public Works Dept.
D-329607
S
72
O �GIST�* T E
ssiONAL� � ssl A
EXPIRES 10"61 po
CALL 3 WORKING DAYS BEFORE YOU DIG
1— 800— 424— 5555
Wm.
CITY OF RENTON 07-25-08
DAYTO N AVE NE/NE 22 N D ST FRIONM
DRAINAGE IMPROVEMENT PROJECT
ORJgMiiO N0:
LANDSCAPING/RESTORATION PLAN C-4
".. 7 ' 8