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Lu INT'X STA. 10 +80.51
= 171ST AVE SE
FINISHED GRADE ELI
510
500
8g
0
+ 490
r
N
la- 480
_ W
Z
t�ii U 470
460
450
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, W'M, KING CO, WA
1 /IJ NVC JC
N: 176649.35 sz ,34R1 C
E. 1324056.3
INT'X STA. 14+00.00 SE 140TH ST teEnlr �_fl
+ , HS.
N: 176630.16
E: 1324375.12 A
171 ST AVE SE 172ND AW SE E SS-01 INT'X STA 19 +93.97 SE 140TH ST sE ,
I I I - STA. 100 +00..00. ROAD -A-
PID III
HOUSE r+� 3 i I TRACT E - W
I I FINISHED FLOOR El"._484t [III} W
I I .�„' W
W WETLAND - W n
J EXISTING 12" 360 S. W W +. PROJECT WETLAND 0' DRAT
CPP CULVERT 8 "0 S.S 1 W 4 P1 BOUNDARY P3 �' 50' FA ILITY
+ 20 LF. W F
- - ---___ M �, 8 "9 S.S .. .. S.D. VAULT BUFFERD i 86 $rj MNFAD
W
. hm
/ -- - - - - -- __ -_ _ Nom_ - - KEY MAP tw NOT TO SCALE
0 c _ N=
�-
CONC. CULVERT °o WATER MAIN
I
I EXISTING -
"' GAS
i i I 324 L.F., tloN 29 L.F., 215 LF., - EXISTING
8 °0 S.S SEIWEEN 8 00 S.S 8 "0 S.S WATER PROPOSED 1
1 SEWER A OAS EDGE OF I 361 L.F., :3
I I %D i 72302Q10020MAIN %D # 7230200040 %D / 7230200080 PAS 8 "0 S.S = W
FIN17� VACAM LOT VACANT LOT PID // 7230200080 %D / 7230200080
PID / 7229800480 %D 7230200010 EI:EV. -479* PO / 7230200030 PID � 7230200058 HOUSE17281 HOUSE /17487 ILI
VACANT LOT HOUSE /17203 VACANT LOT HOUSE /97237 FIN04ED FLOOR FINISHED FLOOR W
FINISHED FLOOR FINISHED FLOOR ELEV._482t ELEV. -4841 V4'+
,s S.S.M.H. /92-(4 TYPE 1 -48 "0 ELEV. -4801 ELEV. -477* PAJ
ISTA. 14 +36.12, 4.85' RT. S.S.M.H. IM-08, TYPE 1 -48 "0 S.S:M:H. -07, TYPE 1 -48° S.S.M.H. OF12 -08, TYPE 1 -48"
ISTA. 17 +73.95, 17.01 RT. STA. 17+73.95, 9.99 LT. STA. 19 +88.97, 10.00 LT.
IS.S.M.H. /H2 -05, TYPE 1 -48 °0
STA. 14 +50.12, 17.01 W.
SIE 140TH ST
M
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PVI ELEV
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W
= 15 +00 H.P.
STA = 15+82
+82
L.P. STA
= 17 +50
50.00'
CC
Q
SS.M.H. 02-03,
TYPE 1
STA. 10+75.85, 5.00 RT.
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Lu INT'X STA. 10 +80.51
= 171ST AVE SE
FINISHED GRADE ELI
510
500
8g
0
+ 490
r
N
la- 480
_ W
Z
t�ii U 470
460
450
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, W'M, KING CO, WA
1 /IJ NVC JC
N: 176649.35 sz ,34R1 C
E. 1324056.3
INT'X STA. 14+00.00 SE 140TH ST teEnlr �_fl
+ , HS.
N: 176630.16
E: 1324375.12 A
171 ST AVE SE 172ND AW SE E SS-01 INT'X STA 19 +93.97 SE 140TH ST sE ,
I I I - STA. 100 +00..00. ROAD -A-
PID III
HOUSE r+� 3 i I TRACT E - W
I I FINISHED FLOOR El"._484t [III} W
I I .�„' W
W WETLAND - W n
J EXISTING 12" 360 S. W W +. PROJECT WETLAND 0' DRAT
CPP CULVERT 8 "0 S.S 1 W 4 P1 BOUNDARY P3 �' 50' FA ILITY
+ 20 LF. W F
- - ---___ M �, 8 "9 S.S .. .. S.D. VAULT BUFFERD i 86 $rj MNFAD
W
. hm
/ -- - - - - -- __ -_ _ Nom_ - - KEY MAP tw NOT TO SCALE
0 c _ N=
�-
CONC. CULVERT °o WATER MAIN
I
I EXISTING -
"' GAS
i i I 324 L.F., tloN 29 L.F., 215 LF., - EXISTING
8 °0 S.S SEIWEEN 8 00 S.S 8 "0 S.S WATER PROPOSED 1
1 SEWER A OAS EDGE OF I 361 L.F., :3
I I %D i 72302Q10020MAIN %D # 7230200040 %D / 7230200080 PAS 8 "0 S.S = W
FIN17� VACAM LOT VACANT LOT PID // 7230200080 %D / 7230200080
PID / 7229800480 %D 7230200010 EI:EV. -479* PO / 7230200030 PID � 7230200058 HOUSE17281 HOUSE /17487 ILI
VACANT LOT HOUSE /17203 VACANT LOT HOUSE /97237 FIN04ED FLOOR FINISHED FLOOR W
FINISHED FLOOR FINISHED FLOOR ELEV._482t ELEV. -4841 V4'+
,s S.S.M.H. /92-(4 TYPE 1 -48 "0 ELEV. -4801 ELEV. -477* PAJ
ISTA. 14 +36.12, 4.85' RT. S.S.M.H. IM-08, TYPE 1 -48 "0 S.S:M:H. -07, TYPE 1 -48° S.S.M.H. OF12 -08, TYPE 1 -48"
ISTA. 17 +73.95, 17.01 RT. STA. 17+73.95, 9.99 LT. STA. 19 +88.97, 10.00 LT.
IS.S.M.H. /H2 -05, TYPE 1 -48 °0
STA. 14 +50.12, 17.01 W.
SIE 140TH ST
M
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1
SECOND SUBMTTAL
ESM
01/25/13
2
INY
=
SiA. 19+9
.97, SE 1 I
H ST
PVI ELEV
= 484.83
BEGIN IMP
- ENTS
A. 36+53.16,
172ND A
E SE
A. 100+00.(G,
ROAD "A"
V O INT. _
485.46
ELEV = 415.33
APPR
FINISHED
ISHED GRAD
ELEV O I 1.
= 479.69
FIND
HED GRADE
7LEV O INT.
= 483.15
A.D.
1.50
PVI STA
12 +00
PV
STA = 13
75
L.P. ELEV
= 478.94 H.
P. . ELEV = 479.39
L.P. ELEV
= 478.08
K =
33.33
PVI ELEV
= 484.32
PVI
ELEV = 471.94
LP. STA
= 15 +00 H.P.
STA = 15+82
+82
L.P. STA
= 17 +50
50.00'
VC
K
50.00
K = 50.00
PVI ELEV
= 478.69 PVI
ELEV = 479.51
PVI ELEV
= 477.83
PVI ELEV
= 478.83
ro
75.00'
VC
75.00' VC
A.D.
2.00
A.D. = -2.:0
A.D.
2.00
A.D.
2.00
It
K=
0.00
K =25.
K=
0.00
K=
5.00
t0
+
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VC
50.00' V
100.0'
VC
50.00'
VC
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8
C1 SDR
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-3-
S.S.
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SOR
2
3'60 L.F.,
8-0 PVC
DR -35 S.S.
O S =0.40%
324 L
F., 8 "0 PVC
SDR -35 S.S
O S =0.40
ro
$ c!00
8 "0
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C SDR -35
S.S.
-
o
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- 7
TY -
IM
4.4.
+
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4
M =
I.E. 1
= 466.66,
8 "0
"0
rt
^
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I.E. I
469.99,
8 "0
00
1.17.
IN = 474
0, 8 "0
"0
I.E.
OUT = 466.5
, 8
L�
3
1%
I.E.
J T = 469.8 9,
8
L
.OUT = 4
.80, 8
.. X ..
x
.. .. .
TYFIE
1-
1-
I.E. IN =
468.20, 8"
LE. IN =
8.38, 8 "0
LE. I
= 469.78,
8 "0
I.E. OUT
468.10. 80
I.E. OUT =
468.28, 8 "0
LE.
UT = 469.611,
8 "0
GAS CROSS[
G
20
APPROX. 4'
DEEP 8 "0
C SDR -35
.S.
5 =0.40%
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19+00 20 +00 21 +00
W
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
. . LLC OONGLLLTING ENGINIE,
/. .
D
FIRST SUMTTAL
ESM
/18/12
1 ®I
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1
SECOND SUBMTTAL
ESM
01/25/13
2
MYLAR SUBMTTAL
ESM
_1/28/13
ESM JOB #1352 -006 -007
NO.
REVISION
BY
DATE
APPR
UNKNOWN. CALL 1- 800 - 424 -5555.
ri
1•-ee" : ""'°� "°°' CITY OF
_ RENTON
I OHE IXCN � �TUM
• *FUG Planning /Building /Public Works Dept.
IF XOT b1E YXN
SC1E NLgYM0.Y
SCALE: 1° -5O' HORIL
1 " -10' VERT.
50 25 0 50 100
NOTES:
510 1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
500 2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
00 SEWER CONNECTION DETAIL SHEET
01 SS -09. SEWER STUBS TO THE
O PROPERTY LINE SHALL BE 6 -INCH O 2%
490 In SLOPE FROM MAIN TO RIGHT -OF -WAY
+ tj THEN UP TO SEWER STUB ELEVATION
N = UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
480 < APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
W
MINIMUM OF 6" AND A MAXIMUM OF 12"
A Z ABOVE FINISH GRADE, OR MUST HAVE
J 2'DIA. CONCRETE RING POURED AT
470 Mix W GRADE. WHERE MANHOLES LOCATED IN
U PAVED AREAS, COVER MUST SLOPE IN
F' W ALL DIRECTIONS TO MATCH PAVING.
460
S=362126
450
CHECKED •- COMPLIANCE TO CITY STANDARDS
•i
,Q_.i
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 10+00.00 TO STA. 21 +50.00