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SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
E "A T THE HIGHLANDS
....:.. MAILBOX
M I FOUND 1/2" REBAR W/ CAP
30"CPP=432.01(N)
cv 6'VBF IS 0.6'N. OF STAMPED "DMP INC LS 22962 \
SDCB �j I �. 6'VBF IS 1.4'N. OF F'L
WATER VALVE 0.2'S. OF PROP LINE
RIM=436.35 11 I I FOUND 1 /2" REBAR W/ CAP m & BLOWOFF 6'VBF IS 0.2'N. OF F'L
CPP=433.75(N,S) II\\ I STAMPED "DMP INC LS 22962" 1(0 2' TALL CONIC
L 0.2'S. X 0.1'W. OF P.C. x BLOCK WALL Q R Lc7 4'HWF IS 0.8'S. OF R
aII
ill Q I 6'VBF + -
+ 4'HVyF
2"CPP=432.15(N) f ' �`,
CT C
13
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FG 434.30 �^- - -- - - - -
12"CPP=430.77
FRANSFORMER(N)
I
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/ SDCB I FG 428.10 70 - - SHQp
RIM=433.00 I INSTALL SIDE SEWER FG 427.40
12"CPP=430.23(N) ao C CLEANOUT WITH 72 CONCRETE PAD (2x2'
12"CPP=429.78(E)
FG 433.60 SSMH 5, '
12"CMP=429.05(W) o STA. 11+87.84, 1.68' L
RIM 427.92
6" IE IN 420.00 (SW)
I 6 IE IN 420.00 (N) T
8" IE OUT 419.90 (E) 4 '
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10 ` -42 - ---
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WIRES DOWNS) Q I - _
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SDCB
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RIM=429.85
12"CPP=427.27(S)
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SSMH
RIM=430.28
8"PIPE(N,S)
CHANNEL=421.53
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RANSFORMER(N)
WIRES DOWN(S)
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Cd 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
UTILIZE EXISTING 40 LF 8" PVC ®2.28
SANITARY SEWER
STUB TO PROVIDE
SERVICE FOR LOT 1
st \
\ 1
FG 430.40
P .... wi,
, ..
LL
4
FOUND 3" FfE600N HEADE-D"
BOLT 0.2'S. X 0.2'E. OF P.C.
II II 4'HWF IS 1.0'S. OF R
o III SDCB
\� RIM=427.56
i 12"CPP=424.56(N,S)
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or wAS11, C
53232 _
�SSIDNAL
b -P.1g
SSMH 4,
STA. 12+2Z21, 1.39' L
RIM 42Z 05
8" IE IN 419.00 (W)
2 8" IE OUT 418.90 (E) 3
-G 429.80 FG 427 00
`6'CLF-15 '�
- 4'HWF IS ON F'L 0.1'N. OF R
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
SHEDI
STA. 13+74.19, 1.04' L
RIM 424.53
8" IE /N 416.50 (W)
8" IE OUT 416.40 (E)
4
FG 426.30 5
FG 424.60
tx�ti /
SSMH
RIM=425.61
IE DROP=417.21
8"PVC (N,E,S)
4'HWF IS CTR CHANNEL=403.90
o _
0 8'N. OF F'L 4'A.F IS 4'HWF CORNER IS +
0.1'N\OF R 0.2'S X 0.1'W. OF f�CRX
\ - _
4 \H WF IS-'� �`!
0.2'S. OF �Y `� \ ` - - �X x
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6'VBF IS -
n o'r.i n� W I
SHED IF'
6'VBF IS
0.3'S. OF R
1 CITY COMMENTS 02.19.19
1 CITY COMMENTS 05.03.19
NO. I REVISION
` 0
Sol
49 LF 8" P" ', 95$
0,1
SSMH 2,
STA. 15+ 16.27, 31.97' R
RIM 422.13
8" IF IN 413.50 (W)
8" IE OUT 413.40 (SE)
6
FG 423.80
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LQ
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-
x x `V
4'WgF I Q
(� _SSMH
RIM=421.45
8"PVC (N,S)
Tp/►nT� GQ CTR CHANNEL=403.70
F��//''77VV co
s7_1
v
25' PUBLIC
STORM AND ( o0
SEWER EASEMENT
� s
164 LF 8" PVC ® 1.47Z XoO
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7 g SSMH 1, SADDLE MANh
FG 422.40 _ + "� INSIDE DROP CONNECT)
3'VBF
CONICx
WALL / ` 24"CPP=414.33
i
DRD 04.11.19 YLP SURVEYED:
JGR
C'YW 06.20.19 YLP DESIGNED:
DRAWN: YLP
GLB
CHECKED:
YLP
BY DATE APPR APPROVED
PER DETAILS, SEE SHEET C26
ri STA. 37+15.76, 14.82' R
J RIM 419.50
v� 8" IE IN 411.00 (NW)
v' 8" IE OUT 402.22 (N)
R, 8" IE OUT 402.15 (S)
,\
24"CPP=412.44 J ,-N �\ �, V
1
1
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
o�►rum
SEWER STUBS
LOT
STATION
FG
lE 0 MAIN
END lE
LENGTH
SLOPE
1
1+58
430.40
EXISTING
EXISTING
34
EXISTING
2
0+00
429.80
420.00
421.80
45
4.009
3
1 +34
427.00
418.69
419.49
40
2.007
4
0+80
426.30
417.81
418.61
40
2.007
5
1 + 15
424.60
415.88
416.68
40
2.009
6
0+56
423.80
414.59
415.39
40
2.007
7
0+57
422.40
411.84
414.40
20
12.809
8
1+04
424.70*
415.71
416.70
37
2.687
9
0+59
426.00*
417.47
418.21
37
2.007
10
1 +29
427.40
418.60
419.40
37
2.169'
11
0+00
428.10
420.00
420.74
37
2.007
12
1 +53
433.60
424.09
425.60
47
3.219
13
2+ 10
434. 30
425.02
426.30
47
2.727.
NO TES:
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE IS AT STUB END
J. LOTS 8 AND 9 FG ARE ASSUMED FUTURE DEVELOPMENT PAD GRADES
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
NO TES:
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R. 0. W. SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER
SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD
CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE
REPA VED.
2. REFER TO C28 FOR UTILITY CROSSINGS
SIDE SEWER NOTES.-
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.009:
3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COVER
LEGEND
MAILBOX
UTILITY POLE
STREET LIGHT
LIGHT POLE
CATCH BASIN
SEWER MANHOLE
TELEPHONE RISER
SIGN
WATER METER
WA TER VAL VE
WA TER BLOW OFF
FIRE HYDRANT
DECIDUOUS TREE
CONIFEROUS TREE
W
PROPOSED STORM DRAINAGE
�O
PROPOSED SANITARY SEWER
PROPOSED WA TER
NORTH
GRAPHIC SCALE
0 20' 40' 80,
1 INCH = 40 FT.
C TY OF
RENTON
[;R
Planning/Building/Public Works Dept.
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S-405401
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
bbannwarth 07/01 /2019 Ann Fowler 07/05/2019 _
W
DATE: Q
CEDARS AT THE HIGHLANDS 01.29.19
SEWER EXTENSION PLAN 00
FIELD
PAGE:
14120160TH AVENUE SE DRAWING
C 3
Lu
RENTON, WASHINGTON 98059 SHEET: 23 OF:28 U
DRS PROJECT NO. 16041