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RIM=433.00
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12"CPP=430.23(N) a
12"CPP=429.78(E)
12"CMP=429.05(W)
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RIM=429.85 I Y
12"CPP=427.27(S) ao
SSMH
RIM=430.28
8"PIPE(N,S)
R CHANNEL=421.53 -
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uB� Underground Loeatbn Center
(ID,AlT,ND,CRWA)
MAILBOX
30"CPP=432.01(N) 6'VBF IS 0.6'N. OF R
F 6'VBF IS 1.4'N, OF R
FOUND 1/2" REBAR W/ CAP -
STAMPED "DMP INC LS 22962"
0.2'S. X 0.1'W. OF P.C.
-v Y 6'VBF
,�o� 'HWF Is
I / �� 0.1'.OFR
43z ' 13 I
20J 3O' PRIVATE --'
AC" EASEMENT
SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
CEDARS A T THE HIGHLANDS
I \\ I
I FOUND 1/2- REBAR W/ \P�
STAMPED "DMP INC LS 22962 \
WATER VALVE 0.2'S. OF PROP LINE
i & BLOWOFF 6'VBF IS 0.2'N. OF R
� 2' TALL CONIC
BLOCK WALL 0 R 4'HWF IS 0.8'S. OF R
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U77LITY EA SEMEN
I
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BOLT 0.2'S. X 0.2'E. OF P.C.
III\ 4'HWF IS 1.0'S. OF R
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15' WATER AND
ACCESS EASEMENT
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RIM ROP= 1
RI DROP=417.21
8-PVC (N,E,S)
CTR CHANNEL=403.90
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iTRMM OR NAfT£ RIM=421.45
8"PVC (N,S)
CTR CHANNEL=403J0
M/N. 5' CLEA BETWEEN NEAREST •�-z•�•� � '- / � \ �
OUTSIDE EDGE OF PIPES,`� L. /
(SD TO SS)-\ 25' PUBLIC STOR�i
M/N._4'T CLEAR BETWEEN NEAREST i AND SEWER
OUTSIDE EDGE OF PIPES ) EASEMENT
(SD TO SD)
5
'3' NrL6 4 '--420 \ 7
6'VBF IS
0.8'N. OF R
416---__
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SHED 4' 0.6'S. OF R
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4'HWF IS ON R 6'VBF IS CONIC J 3'VBF -1;
0.1'N. OF R 0.3'S. OF R 24"CPP=414.33
WALL
24"CPP=412.44
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1
CALUNG URUTY LOCALE AT 811 AND THEN POMOUNG AIL OF ME EMSDNG UnURES AT LOCATIONS OF
NEW URLUY CROSSINGS W PHYSICALLY VERIFY MHEMER OR NOT CONFUCTS EXIST. LOCH 71QVS OF SAID
UDLIRES AS SHOW ON THESE PLANS ARE BASED ON ME WIC IFlED PURUC INFORMAIIM AND ARE
SEWXCT W VARIARON. IF CONNCTS SHOULO OCCUR, ME CO.NWACTOR SHALL CONSULT O.R. SMONG
CONSULRNG E719NEERS, INC TO RESOLVE ALL PROBLEMS PRIOR W PROCL£OING MiW CONS7RUCRON.
UNDERGROUNDING N07E
POWER LINES TO BE UNDERGROUNDED FROM EXIS77NG POKER POLES. POWER PLANS
TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW L IRES IN
FRONTAGE AND MTHIN S17E ARE REQUIRED TO BE UNDERGROUND.
D D.R. STRONG
RSCONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620-7MAVENUElORIQAND, WAR8033
Z0 0425827.3W3 F425.627.2423
U77LITY CROSSING TABLE
CROSSING NO.
F.G.
UTILITY
LE.
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE FT
1
432.92
12" ED
429.26
429.21
16" WA CASING
42749
428.71
0.50*
2
431.73
8" WA
42791
42786
3O" SD
424.43
426.98
0. 88*
3
431.58
12" SD
429.00
428.95
8" WA
425.84
426.56
2.39
4
431. 53
12" SO
428.55
428.50
3O" SD
423.84
426.39
2.11
5
42734
12" SO
424.95
424.90
16 " WA CASING
423.18
424.40
0.50*
6
427.48
12" SD
424.88
424.83
8" SS
419.43
420.15
4.68
7
427.37
12" SD
424.81
424.76
3O" SO
421.68
424.23
0.53*
8
424.30
12" SD
421.96
421.91
16" WA CASING
420.19
1
421.41
0.50*
9
424.43
12" SD
421.89
421.84
8" SS
416.26
416.98
4.86
10
424.35
12" SD
421.82
421.77
3O" SD
418.65
421.20
0.57*
11
422.48
15" SD
41793
4178E
12" WA CASING
416.16
41738
0.50*
12
422.25
15" SD
418.00
417.95
8" SS
414.00
414.72
3.23
13
422.02
15" SD
4111
418.02
30" SO
414.99
41754
0.48*
14
421.66
B" SS
411.47
411.42
12" SD
405.09
406.14
1 5.28
-MINIMUM 12" VERTICAL SEPARATION BETWEEN U77LI77ES AT CROSSING OR INSTALLAT70N OF ETHAFOAM PAO IS REQUIRED
GVRVEFE lECu
AS NOTED
ORAWN
IT
CHECKED. AT FOLL SOLE
nP IF NOT ONE INCH
N0. REVISION BY I DATE I APPR I SCALE AGCORDwGLY
VERTICAL: NAw 19M
HORZONTPL. ME 1983/1991
DA1UN
AS -BUILT
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NO AS -BUILT HWORMAHON ON THIS SHEET.
9 CERRFY 7HAT 774E INFORMARON SHORN HEREON NH/CH WAS
AS -BUILT BY D.R. S7RONG AND MAY INCLUDE LOCATIONS ELEVA7/ON$
DEPTHS PIPE SIZES AND AS -BUILT COMMENTS ACCURATELY RE71EC75
EX/S7ING RELD COAD17/01VS AS DE7ERMINED BY ME OR UNDER MY
DIRECT SUPERNSION ON THIS DATE.• 04/15/202Q'
W- 405401
S- 405405
R-405423
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
NORTH =
GRAPHIC SCALE LU
0 20' 40' 80' 2
1 INCH = 40 FT.
DATE:
CITY OF CEDARS AT THE HIGHLANDS 01.29.19 U)
OR]RENTON FLED BOOK:
COMPOSITE UTILITY PLAN AA E
DR LNG NO Q
Planning/Building/Public woks Dept. 14120 160TH AVENUE SE C28 w
RENTON, WASHINGTON 98059 2B °`2e U
DRS PROJECT NO. 16041