HomeMy WebLinkAboutS-362168SS -04
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
S.S.M.H. #1-12-33, TYPE 1
STA. 7COT��.98 -TT
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EL=PAD
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80 S.S
73
PAD
EL=497.20
S.S.M.H. %H2-34, TYPE 1-48"0
PAD
EL=502.30
64 05
62 6� PAD - EL=502.60 0
PAD
61 EL. 500.80 E'-501.50 J o
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+
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-
67 E
GRADE
510
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0 0 0-
I.E. IN = +
v.EL-502.60
I
68
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SEWER CONNECTION DETAIL SHEET
I.E. OUT =
PAD �.
H2-34
PAD
ORIGINAL
S.M.H. H -34
TYPE 1-48"
S.S.M.H.
EL=501.30
PROPERTY LINE SHALL BE 6 -INCH O 2%
EL=494.70
_
=
_
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
500 --
IRE. IN = 499$fi,
I.E. OUT - i96-7-1-,
8"0 490.61 (NW)
)
8"0190.41
S.S.M.H.
H2-34
72
499.40
68
(SE)
S.S.M.H.
-_
4.
I.E. OUT = #8i, 8'0 488.81 (S3
492.20 1
PAD
JS.S. M. H.
H2-33
APPROACHES SHALL BE SET TO FINISH
700+00 701+00
702+00
69
- EL=4494.69.---'"_
UNIMPROVED AREAS ARE TO BE SET A
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EL. 4 8.40
EL.=4 9.00
ESM
JOB #1352-006-007
N0.
REVISION
S
STORM DRAINAGE FACILIn
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S.M.H. /H2-35. TYPE 1
0
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KD=
r
1.
INT'X STA. 700+00.00, ROAD "E"
a
ICU)
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LOCATED ONLY. CONTRACTOR TO VERIFY
= STA. 903+31.07, ROAD "D"
10
iU)
--- --- -
` --- - -
I
RIM =
i
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY P1,q m
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �p0j 0
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY R PRACTICE. WE MAKE NO OTHER WARRANTY r
EITHER EXPRESSED . I PLM l F
�1�4-.Jl�r�df�- M,,c u1y9
DATE: ♦� 6- IN
H, P ELEV = 03.57 2.82 L.P. ELEV = 05+52
H.PI . STA = 70
0t+34. 3 _ � L.P. STA 705+50 530
_-- ---- ----� = O 34TH- �rSTI� �05+SuI ..
PVI ELEV != 501.27
A.D. _ -400 A.D. 4.00
K = 37.0 K = 12.50
150.00' VF 50.04' VC INT'X STA. 705+96.84, ROAD "E"
f
= 105+42.01, ROAD "B"
n (q ,�^ ,r, ^ !FINISHED GRADE ELEV O INT. = 502.20
p CO N ^ +
ON +� N - N
0 Ip O O10 O 10
! -- ���-_. o J 510
)OND w �w ! E W
01/28/13'
09/10/13
705+00
CEvo1m,
- T -
09/19/13
�gJ
ELEV. O
S.S. MAIN
L P
ELEV' = 496.13
497.10
m1.i
530
07/16/14AJM
700+ 50
490
r. '
-
_-....
.PVI
STA -
STA 700+500
1-12-33
61
F.
'; d102 8 i6 L F , 96.3.95 L..
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PVI
C
NOTES:
1-12-34
62
g �0 PVC SDR -35 S.S. PVC
@ S=646% W 5=1-4995
1;1 4.00.88
492.27
Z
H2-34
63
KD=
r
1.
INT'X STA. 700+00.00, ROAD "E"
a
50.00' VC
S.S.M.H.H2� 30 TYPE 11-48"
LOCATED ONLY. CONTRACTOR TO VERIFY
= STA. 903+31.07, ROAD "D"
3
- -
--- --- -
` --- - -
FINISHED GRADE ELEV O INT. = 496.88.
RIM =
I,
1
I z
'.E. IN = 8"0 4813.31 (E
�W)
+
+ n
PROPOSED
GRADE
510
o
0 0 0-
I.E. IN = +
S.S.M.H.
I
68
.E. IN = 48 .36, 8"0 (N)
SEWER CONNECTION DETAIL SHEET
I.E. OUT =
S.S. M.H.
H2-34
v
ORIGINAL
S.M.H. H -34
TYPE 1-48"
S.S.M.H.
H2-34
PROPERTY LINE SHALL BE 6 -INCH O 2%
RIM _
_
=
_
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
500 --
IRE. IN = 499$fi,
I.E. OUT - i96-7-1-,
8"0 490.61 (NW)
)
8"0190.41
S.S.M.H.
H2-34
72
499.40
-
(SE)
S.S.M.H.
i
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY P1,q m
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �p0j 0
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY R PRACTICE. WE MAKE NO OTHER WARRANTY r
EITHER EXPRESSED . I PLM l F
�1�4-.Jl�r�df�- M,,c u1y9
DATE: ♦� 6- IN
H, P ELEV = 03.57 2.82 L.P. ELEV = 05+52
H.PI . STA = 70
0t+34. 3 _ � L.P. STA 705+50 530
_-- ---- ----� = O 34TH- �rSTI� �05+SuI ..
PVI ELEV != 501.27
A.D. _ -400 A.D. 4.00
K = 37.0 K = 12.50
150.00' VF 50.04' VC INT'X STA. 705+96.84, ROAD "E"
f
= 105+42.01, ROAD "B"
n (q ,�^ ,r, ^ !FINISHED GRADE ELEV O INT. = 502.20
p CO N ^ +
ON +� N - N
0 Ip O O10 O 10
! -- ���-_. o J 510
)OND w �w ! E W
01/28/13'
09/10/13
705+00
CEvo1m,
- T -
09/19/13
�gJ
ELEV. O
S.S. MAIN
ESM
06/24/14
497.10
m1.i
ESM
07/16/14AJM
H2-30
490
r. '
-
DATE
APPR
"o""mm
1-12-33
61
F.
'; d102 8 i6 L F , 96.3.95 L..
�8"O SDR 35
22-3-
S.S.
C
NOTES:
1-12-34
62
g �0 PVC SDR -35 S.S. PVC
@ S=646% W 5=1-4995
495.80
492.27
Z
H2-34
63
10.45% 1.419.
�
r
1.
EXISTING UTILITIES ARE SURFACE
a
480
S.S.M.H.H2� 30 TYPE 11-48"
LOCATED ONLY. CONTRACTOR TO VERIFY
® a
3
H2-35
LOCATION AND ELEVATION PRIOR TO
RIM =+96-6& 1 - --
- - --
RIM =
CONSTRUCTION.
H2-36
I z
'.E. IN = 8"0 4813.31 (E
�W)
2.
LE. IN =
S.S.M.H.
n
67
-
E. OUT 8'0 488.23
3.
I.E. IN = +
S.S.M.H.
I
68
.E. IN = 48 .36, 8"0 (N)
SEWER CONNECTION DETAIL SHEET
I.E. OUT =
S.S. M.H.
H2-34
4
--- _- S.S. M.H. H2-33 TYPE 1-48"
S.M.H. H -34
TYPE 1-48"
S.S.M.H.
H2-34
PROPERTY LINE SHALL BE 6 -INCH O 2%
RIM _
_
=
_
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
I.E. 48942- 6"0 489.12 (( W)
I.E. I 489..29; 8"0 489.05
NN (NW
--
IRE. IN = 499$fi,
I.E. OUT - i96-7-1-,
8"0 490.61 (NW)
)
8"0190.41
S.S.M.H.
H2-34
72
499.40
-
(SE)
S.S.M.H.
-_
4.
I.E. OUT = #8i, 8'0 488.81 (S3
492.20 1
I
JS.S. M. H.
H2-33
APPROACHES SHALL BE SET TO FINISH
700+00 701+00
702+00
703+00
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
®
CONSULTING ENGINEERS LLC y, ,
2 MYLAR SUBMITTAL
WARNING:
20
"ite205 ""°""°�°"'"
Suit° 10 10 I� _
3 1ST REVISION
r°m,°i Way. WA IMM
4 REVISED MYLAR
SUBMITTAL
THE UTILITY LOCATIONS SHOWNwww•esmcivil.comv;
a
�OTSRT
5 ASBUILT SUBMITTAL
ARE APPROXIMATE ONLY. DEPTH
eNu um"..n,.9
`"°'" "'°"°
1 �Ixi"1'1, °m°�,e 1 "Iam.Aw9./.0
6 ASBUILT MYLAR
ALL DIRECTIONS TO MATCH PAVING.
Ss1L
UNKNOWN. CALL 1-800-424-5555.
ESM
JOB #1352-006-007
N0.
REVISION
c
NOTES,
9 I3 L.F., I
24
® g=64645 RIM =
0.32% I.E. IN =
I.E. OUT =
LE. IN =
6"0 .
8"0 4
r 8"0
704+00
ESM
ESM
01/28/13'
09/10/13
705+00
CEvo1m,
ESM
09/19/13
�gJ
ELEV. O
S.S. MAIN
ESM
06/24/14
497.10
m1.i
ESM
07/16/14AJM
H2-30
a
BY
DATE
APPR
"o""mm
6"0
500
=
U-Ef
-1 470
706+00
113
m 3
$' SE 13JRD S7RD:T I m
I�^II S.E. 13M n
to l
;f '
I se NV
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5-362168
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
SANITARY SIDE SEWERS
KEY
MAP
MIN. FF
ELEV.
�gJ
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
NOT TO SCALE
497.10
I a
Om
S.S.M.H.
H2-30
0
499.10
493.10
489.95
S.S.M.H.
1-12-33
61
499.90
493.90
C
NOTES:
1-12-34
62
501.80
495.80
492.27
Z
H2-34
63
502.50
496.50
1.
EXISTING UTILITIES ARE SURFACE
a
C
503.60
LOCATED ONLY. CONTRACTOR TO VERIFY
® a
3
H2-35
LOCATION AND ELEVATION PRIOR TO
4
495.82
495.33
CONSTRUCTION.
H2-36
I z
p
2.
FOR TRENCH SECTION SHEET DT -01.
S.S.M.H.
n
67
495.70
3.
FOR SIDE SEWER CONNECTIONS SEE SIDE
S.S.M.H.
I
68
495.60
SEWER CONNECTION DETAIL SHEET
494.07
S.S. M.H.
H2-34
69
SS -09. SEWER STUBS TO THE
494.56
493.81
S.S.M.H.
H2-34
PROPERTY LINE SHALL BE 6 -INCH O 2%
501.70
495.70
491.98
SLOPE FROM MAIN TO RIGHT-OF-WAY
HZ -34
71
500.0
494.00
THEN UP TO SEWER STUB ELEVATION
S.S.M.H.
H2-34
72
499.40
UNLESS OTHERWISE NOTED.
490.54
S.S.M.H.
-_
4.
MANHOLES LOCATED IN DRIVEWAY
492.20 1
I
JS.S. M. H.
H2-33
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
I
m
a
*
NOTES,
n
GRINDER PUMPS SHALL BE USED IN
I
THE LOWER LEVELS OF LOTS 66 - 69
�
5-362168
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
59
497.10
491.10
489.32
S.S.M.H.
H2-30
60
499.10
493.10
489.95
S.S.M.H.
1-12-33
61
499.90
493.90
491.86
S.S.M.H.
1-12-34
62
501.80
495.80
492.27
S.S.M.H.
H2-34
63
502.50
496.50
493.94
S.S.M.H.
H2-34
64 1
503.60
1 497.60
494.94
S.S.M.H.
H2-35
65
503.30
495.82
495.33
S.S.M.H.
H2-36
66
494.80
496.07
495.33
S.S.M.H.
H2-35
67
495.70
495.82
495.00
S.S.M.H.
H2-35
68
495.60
494.84
494.07
S.S. M.H.
H2-34
69
494.30
494.56
493.81
S.S.M.H.
H2-34
70
501.70
495.70
491.98
S.S.M.H.
HZ -34
71
500.0
494.00
491.63
S.S.M.H.
H2-34
72
499.40
493.40 1
490.54
S.S.M.H.
H2-33
73
498.20
492.20 1
490.40
JS.S. M. H.
H2-33
5-362168
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
I
0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
0
�09 rn
� 1
71
71
x
z
z
N
I
O
AS -BUILT
I
0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
0
3 z
til
w'9 CITY OF
• IpPIECMAL N1D 1. 1991
1 iso' dti HERITAGE PLAT
REN TON SANITARY SEWER EXTENSION PHASE 2
°�� DATUM ROAD E PLAN AND PROFILE:
«E Planning/Building/Public Works Dept. STA. 700+00.00 TO STA. 705+96.84
9rN£ �y
pV."elE xn.
SS -05