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6'VBF IS 0.6'N. OF It
IIII �j I 1 6'VBF IS 1.4'N. OF It
RIM=436.35 V I FOUND 1/2" REBAR W/ CAP -
CPP=433.75(N,S) A y �`., STAMPED "DMP INC LS 22962"
0.2'S. X 0.1'W. OF P.C.
2"CPP=432.15(N)�. III I F __J' \�'',.i /,i�=�, ],HWF If
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12"CPP=430.77
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12"CPP=429.78(E) o
12"CMP=429.05(W) I
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RIM=429.85
12"CPP=427.27(S)
SSMH
RIM=430.28
6"PIPE(N,S)
i CHANNEL=421.53 -
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BLOCK WALL ®R
4'HWF IS 0.8'S, OF R
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UTILIZE EXISTING
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1_ SANITARY SEWER
STUB TO PROVIDE SSW 4
SERVICE FOR LOT i 7
STA. 12+27.21. 1.39• L
R814RAM 427.07
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FG 430.40 \2 8" E OUT 4NW&(E) 41a75
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AS-BWLT BY D.R. STRONG, AND MAY INCLUDE LOCARONA ELEVA77ONA
DEPTHS PIPE S= AND AS -BUILT COMMENTS ACCURATELY REFLECTS
EVS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERt45/ON ON THIS DA 7E• 04/15/2020'
D.R. STRONG 1
D CONSULTING ENGINEERS a
ENGINEERS PLANNERS SURVEYORS
620- 7MAVENUE IORIQAND, WA 98033
0425327.3063 F425.327.2423
Z� No.
REVISION
\� SSMH
` ^ RIM=425.61
IE DROP=417.21
B'PVC (N,E,S)
CTR CHANNEL=403.90
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RIM=421.45
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24"CPP=414.33
24"CPP=412.44/
/ t'?
U77LITY CONFLICT NOTE.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING U77LI77ES WHETHER SHOWN ON 774ESE PLANS OR NOT BY
POTHOLING 774E U77LI77ES AND SURVEYING 774E HORIZONTAL AND VERTICAL LOCA77ON PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
POTHOLING ALL OF THE EXISTING URL177ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA 77CN5 OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMAT70N 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.
NOTES:
1. ALL TRENCH RESTORATION W7THIN THE CITY OF RENTON R.O.W. SHALL BE PER 774E
CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET OVERLAY DETAIL. PER
SEC77ON 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY MOTHS, TRENCHES (ROAD
CROSSINGS). IF THE OUTSIDE OF THE TRENCHING /S K17HIN THREE FEET (3) OF ANY
ADJACENT LANE LINE, 774E 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 2.00%
J. 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
i
SEWER STUBS
LOT
STATION
FG
1E 0 MAIN
END IE
LENGTH
SLOPE
1
8
430.40
EXISTING
EXISTING
34
EXISTING
2
0+00
429.80
420.00
421.80
45
4. DO%
3
1+34
27.00
418.69
419.49
40
2. OOR
4
0+80
42.
417.B1
419er
40
200%
5
1+15
424.60
415.88
16.68
40
200%
6
0+56
42380
14.59
4/5.J9
40
2.00%
7
0+57
422.40
41
414.40
20
12.80%
e
1+04
424.70•
415.71
416.70
37
2.68%
9
0+59
426.00-
41Z47
18.21
37
200%
10
1+29
42
418.60
41 .
37
2.16%
IT
0+00
428.10
420.00
420. 74
37
2. DO%
12
1+53
433. 60
424.09
425.60
47
J.21%
13
O
434.30
425.02
426.30
4
272%
NOTES:
1. STA IS TO NEAREST DOWNSTREAM MANHOLE
2 ND IE IS AT STUB END
3. LOTS 8 AND 9 FG ARE ASSUMED FUTURE DEVELOPMENT PAD GRADES
AS -BUILT SEWER STUB TABLE
LOT
STATON
f0
E O MAN
Be E
LOOM (FT)
SLOPE
1
1+58
4m.40
42a4
421.57
47
24011
2
01600
42a80
421
421.20
45
278T
3
1+54
427.00
411IL53
42MOS
40
905i
4
0+80
42R30
4IZ57
4fa80
40
a88fi
5
1+15
424M
41a43
417.12
40
422T
B
0+50
42aaO
414.35
MAW
40
a7aw
7
0+57
422.40
411.7F1
41278
32
.1 lox
8
1+04
424700
415M
4197D
37
40m
8
0+58
429000
417.20
4IR25
37
a54LT
10
1+20
427.40
411143
421.18
37
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11
0+00
4221,10
42a01
42/.50
37
ANN
12
1+53
111111
421
421110)
47
'can
13
2+10
43430
4210
427.57
47
%47R
NOTES:
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2 END IE 15 AT STUB END
J. LOTS 8 AND 9 FG ARE ASSUMED FUTURE DEVELOPMENT PAD GRADES
LEGEND
MAILBOX
UTILITY POLE
x
STREET LIGHT
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LIGHT POLE
❑
CATCH BASIN
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SEWER MANHOLE
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TELEPHONE RISER
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WATER VALVE
1
WATER BLOW OFF
j�
FIRE HYDRANT
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DECIDUOUS TREE
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CONIFEROUS TREE
IFI�
PROPOSED STORM DRAINAGE
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PROPOSED SANITARY SEWER
y7o
§
PROPOSED WATER
I&
NORTH
GRAPHIC SCALE
0 20' 40' 80'
1 INCH = 40 FT.
SURVEYED. EGOE.
caw YYI• •c '1/��vERriuL: nnuD lase � �\/ O DESIcNE AS NOTED HORIZONTAL. DAD 19KI1991 T
"P RENTON
CUB ONE PON
ceEcxEo: AT EULL Planning/Building/Public Works Dept.
YLP IF NOT ONE
ING INCH
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FATE:
CEDARS AT THE HIGHLANDS
01.29.19
SEWER EXTENSION PLAN
EIE`DDD°"'
oC
PAGE
0
14120160TH AVENUE SE
ARMING NO
C23
0
Lu
RENTON, WASHINGTON 98059
SHEE1: 23 O'2a
U
DRS PROJECT NO. 16041