HomeMy WebLinkAboutS-362170530
520
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1)
500
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Z!�
_ 490
H N
Q W
480
470
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
84 83 82 81 80 79 ROAD D 77
i 1 /
Id
PROJECT BOUNDARY rL INT'X STA 25+36.97, SE 140TH ST I 1
STA. 906+71.39, ROAD "D" 1 78
PAD
1 + EL. -501.60
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-
ELEV.
�'e
m
- -
_.-a_
�-
360.7-
0 O^
OLO
~
O0a
,n
OO
36t- L.F.,
I256.0
II,
8"0 S.S
RADE ELEV
D INT. = 501.87
LO
8"0 S.S
PROPOSED EDGE OF
PAVEMENT
PID 7230200100
PID # 7230200110
PID 111 7230200120
PID / 7230200130
PID / 7230200140
HOUSE /17415
HOUSE /17425
HOUSE /17433
HOUSE /17441
HOUSE #17443
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
ELEV.=489±
ELEV. 492±
ELEV. 495±
ELEV. 4963
ELEV. 4993
/H2-09, TYPE 1-48"OLJ IS.S.M.H. %H2-10, TYPE 1
STA. 23+50.38, 8.75' LT. STA. 25+86.38, 9.20' LT.
SE 140TH ST
PID j 7230200150 1
HOUSE /14025 1
FIRST FLOOR
ELEV. 501±
P
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to old
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0,
0
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0 O^
OLO
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B OO
It
II,
FINISHED
RADE ELEV
D INT. = 501.87
LO
WARNING: '_"" S"°°0"�"°�° I®I®V1
s"N° z°�
Feperel Way,
WA BBOp3
THE UTILITY LOCATIONS SHOWN W"".esm°I"l.com
P IlicE'wu.r. "° I vnj ct� nII lar.`�. ,°cntlecty.
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
22+00 23+00 24+00 25+00 26+00
NO.
REVISION
wmhm
DAA,: oa
BY I DATE 1 APPR I -
STA. 26+67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
530
520
510
490
►r70
470
l amw
WE I
T
E
CNX4
IF ,q! MCN
5VlE ItNI411N4LY
n
SCALE: 1'=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
Dmm
HS
mkydm
M.S.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
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
2"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.
(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 4,Q�8 4•
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" c
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY a
EITHER EXPRESSED OR IMPLIE axss
(DATE:
5-362110
SANITARY SIDE SEWERS
SEWER STUB
INT'X STA.
25+36.97,
E 140TH ST
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
1
S.S. MAIN
S.S.M.H.
H.P. ELEV =
502.21
496.00
= STA. 9C6+71.39.
ROAD
"D"
FINISHED
RADE ELEV
D INT. = 501.87
H�P.
STA = 25+87.06
----PVI-STA
=
23-+46:5-,C-----
PVI
51A = 25L+BT.06---i
PVI ELEV
= 498.67
VI ELEV =
02.74
A.D. _
-2.89
AD._ -
.38
K=
9.11
K=36.3
200.OC'
VC
125.00' YC
-
- _
aLc)
LO
10
-
n
N
+
o
_
o
+
_
o
i
jj
w
w
w
N
N
'
PROPOSED
GRADE
`
ORIGINAL
GROUND
- J
4
S.
®S-
J
1_
.,
-35
_��.
.0 PVC
L.F
-- --
S.S.M.H.
1-12-10 TYP
1-48"
360.1
i
RIM =
I.E. IN =•
^'-"^ 6"0
494.17 (N)
I.E. OUT
- 193:97; 8'0
493.83 (Wi
-_--- -
------------=--------
-------
---
S.S.M.H.
2-09 TYPE
1-48"
RIM =
I
I
I.E. OUT =
#B9 -t 8"0
291.199 NW)
89.99NW)
WARNING: '_"" S"°°0"�"°�° I®I®V1
s"N° z°�
Feperel Way,
WA BBOp3
THE UTILITY LOCATIONS SHOWN W"".esm°I"l.com
P IlicE'wu.r. "° I vnj ct� nII lar.`�. ,°cntlecty.
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
22+00 23+00 24+00 25+00 26+00
NO.
REVISION
wmhm
DAA,: oa
BY I DATE 1 APPR I -
STA. 26+67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
530
520
510
490
►r70
470
l amw
WE I
T
E
CNX4
IF ,q! MCN
5VlE ItNI411N4LY
n
SCALE: 1'=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
Dmm
HS
mkydm
M.S.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
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
2"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.
(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 4,Q�8 4•
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" c
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY a
EITHER EXPRESSED OR IMPLIE axss
(DATE:
5-362110
SANITARY SIDE SEWERS
SEWER STUB
m
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
1
S.S. MAIN
S.S.M.H.
78
502.60
496.00
1 494.20
S.S.M.H. #H2-9
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
M
xw¢axni wiew/,°°I p, �$ CITY OF HERITAGE PLAT o�/1s/2o1
REN TON SANITARY SEWER EXTENSION PHASE 2°°°
SE 140TH ST PLAN AND PROFILE:
DATUM
Planning/Building/Public Works Dept. STA. 21+50.00 TO STA. 26+67.55 .S-07
11 D13
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