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SSMH #2 48-0
PER COR STD 400.1 1 1
\ W/ COVER & FRAME
-
CONTINUATION -SEE SHEET 17
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T.L. 132305-9023 I
134D8 1647H SVE SE
22 LF 6" PVC SIDE
/ I SEWER ® 2.0% MIN
/ CB 117A, TYPE 2, 48" MH
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I PER COR 401 I W/ SOLID LOCKING LID > w 4�5 ' - w �!; 308 LF 10" C-900 SS ® 0.49%
STA:23+11.30, 5.34' LT I I z^ STA:44+03.74, 8.00' LT z z I I r w
T.L. 132305-9058 13404 164TH SVE SE > z
RI 60 69 °� I I L RIM 457 66 CB 16 TYPE 2 48" MH z O �'
NORTH
0 5 10 20 30
SCALE 1 " = 30'
IEM450.24 10" (N) x I I a z N IE=44731 18" (NW) W/ SOLID LOCKING LID U 1 �: w h / Jo
NOTES:
\ I IE-45014 10" (SW) T.L. 132305-9058 w N o IE=44731 18" (S) STA•46+5095 839' LT �� U 1. DEWATERING IS NOT ANTICIPATED. IF
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475
470
465
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445
440
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, DDRESS: 13235 166TH AVE SE 1 1 8" PVC SEWER ® 1.00% c� �° U DEWATERING IS REQUIRED, CONTRACTOR WILL
FOR FUTURE EXPANSION 0 Q INSTALL SIDE SEWER RIM. 464.78 }" z
IE=446.06 18" S o L WORK WITH CITY AND COUNTY INSPECTORS TO
x 39 LF 12 PVC SO ® 5.82X _ 1 z OUTSIDE r 5°/ INSTALL SILT FENCE AND O $ DETERMINE BEST METHOD TO PROCEED. AT NO
464-_1 -- a II /� /
CB #20, TYPE 2, 48" MH STRAW WATTLES AS NEEDED IE=446.06 18" (N) I g POINT SHOULD SILT LADEN WATER BE
\ X z / (DOWNSTREAM) OF / m 6" PVC SIDE SEWER TO PROTECT ADJACENT 132305-9 86 1 l I N > z
W/ SOLID LOCKING LID 46 3�' SSMH #4 48"0 w - m THE MANHOLE /5° I - DISCHARGED TO EITHER THE STORM OR SEWER
i 2 _ " Ln z ®2.0% MIN PROPERTY MAINTAIN ACCESS \ Y
PER COR STD 400.1 SSMH 5 48 0 u x SYSTEM.
STA: 40+05.89, 12.31' LT - - - I # (rYP[cALJ w TO EXISTING RESIDENCES/ I
RIM: 460.00 r L _ \ I W/ COVER & FRAME PER COR STD 400.1 x - � n 11 zo / \ 1
SSMH #3 48 0 / I PER COR 401 W/ COVER &FRAME PVC / z' -� X - x x _
IE=452.74 12" (E) PER COR STD 400.1 \ 1 STA:41+70.91, 0.00' PER COR 401 1 = 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
®0 S° - cc x v� x z x x - x - x / J I EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
IE=452.74 12" (W) W COVER &FRAME / RIM: 455.67 - -� Q o J " / Y d' - z FUTURE CONNECTION.
� / � STA:43+46.55 0.01 RT m T z _
-z DER -cam �, ° �m J / ---- ��-- ---- -
1/ IE=446.50 10" (N) RIM: z - -5 o J 00 247 LF 18" PVC SD 6 0.51%
31 LF 12" PVC o _ - \ Q - -6�-0� - - ('-$ 56.'� " r 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF
STA:40+29.13, 0.00 I IE=446.50 8" (E) IE=445.50 10" (N) Y q56 =-- =
SD ® 1. Off z RIM.459.54 0 - ""O - " ( ) - _- / c 45+00 � � � _ _ - W ■ y -- +00= - RENTON STANDARD PLAN 406.1. SIDE SEWER
�- � IE-446.50 8 W IE-445.40 10 SE -
29 LF 10" PVC - IE=_450.00 10" -P45R PO / 1 I IE=446.40 10 (S) - - - - - - - - / / 0 - - ,\ - \� / _ STUBS SHALL HAVE A MINIMUM OF 2.5 FEET
SS b 0.50% - O - 1� - - - - - /1 J - �� I �F5 LOWER THAN THE LOWEST HOUSE
\ Y IE-449.90 10 S - COVER AT THE PROPERTY LINE AND BE
-
142 LF 10 PVC SS ®2 39% FLOOR L NATION A 2'X2' CONCR TE PAD WILL
M /
x x -
.. \ - x
= 456 42+00 176 LF "PVC SSA ■ 0.519 43+00
0 oM , 3+00 - ■
z 1 +0 / 2+00
299 LF 12" PVC SD ® 1.57-9 164TH AVENUE S.E. /
460
6 -
"
- -462
- _
- -
CB /18_ TAPE 2, 48 MH
- W/ SOLID LOCKING- LID - 33 LF 18" PVC
i -
CB #19, TYPE�1; 48 MH i - -
- - - -464-
8" PVC SEWER ® 3.46% PER
-
STA:43+-1717, 7.17' RT SD ® 0.43%
-
\X
_
1.0LID-OCKING LID -
- - PLAT OF MAPLE HIGHLANDS_ -
- - -- - - _
--
RIM:456.37
I
_ _
STA:40+25.21, Y.3fi �T i -
- - - -466-
- - __
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IE=44775 12" (N)
IE=447.75 18" (S)
w
RIM. 460.00 i
IE=452,43112" (E) � / - - -
- - 468- -
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CB #178, TYPE 2, 48" MH
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- tE=4;52.43 12�S)
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STA: 43+46.55, 8.24' RT
/
RIM: 45Z 12
/
466- -
IE=447.61 18" (N)
�
IE=447.61 18" (SE)
i
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i31tf IF 10" C-900 SS_� a.501K - - - - - N 3 �� - Q BE REQUIRED FOR THE CLEANOUT WHERE NOT
LOCATED IN A PAVED SURFACE.
-- - -� - /�-� i L -M�_ M M M 3
M �- M ,M M \ M M - - - ` 4. ALL TREES SCHEDULED FOR REMOVAL IN
M I `�' - - - _ - / - �E - KCROW WITH AN OD OF MORE THAN 4 INCHES
- - - - z SHALL BE MARKED IN THE FILED AND
SSMH #7 60"0
PER COR STD 400.1 I� APPROVED BEFORE REMOVALS.
i - N a W/ COVER & FRAME z
SSMH #6 48 0 - I " m o PER COR 401
PER COR STD 400.1 0 6 PVC SIDE SEWER STA: 46+89.88, 0.00' I ()
W/ COVER & FRAME ®2.0% MIN Q RIM: 465.41
PER COR 401 o I m IE=466.98 i l � IE=443.60 10" (N)
STA:43+79.47, 0.00' o z 0£ Sl IE=443.50 10" (E)
RIM:45783 o I U J
z " IE=445.25 10 (NW) � CD
0 58 LF 18 PVC IE=445.25 6" (E) 't r v ' _
SD ® 0.50% IE=445.15 10" (S) J I Y z I cY)
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Y 6" PVC SIDE SEWER LU
® 2.0% MIN U l
IE=456.81
CB 16
TYPE 2 4
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W/ SOLID
LOCKING
LID
STA:4
+50.95, 8.39
LT
RIM. 4
78
1
=446.06 1
• (S)
CB 2
TYPE 2
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1
=446.06 1
" (N)
W/ SOD
LOCKING
LID
STA:4
+05.89, 12.31
LT=
STA:
3+23.53, 1
.38' LT
RIM: 460.
00
IE=45
.74 12" (E)
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IE=45
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MH
CB
18 TYPE 2
48" MH
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TYPE 2 40"
ID LOCKING
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:43+17.17,
Z17 RT
CB 17B TYPE 2
48" MH
CB 17A
TYPE 2
8" MH
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STA: 22
+23+23.53, 1
1
.83' RT
RI
:456.37
W/ SOLID LOCKINGLID
ID
W/ SOLID LOCKING
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RIM: 46
IE=45243
.00
"
12(E)
IE=447.7
12" (N)
STA: 43+46.55, 8.
4 RT
STA: 44 03.74, 8.0
LT
IE=4477
18" (S)
RIM. 4 7.12
RIM. 457 66
/
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- 4 4 7-
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IE=44
.61 18" (SE)
IE=447.
1 18" (S)
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LF 12 P
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SD
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3 48"0
SS ® 2.399•
COR STD
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0.51%
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STA:
0+29.13,
.00'
SS
H' 48"0
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0.00. 10
STD400.1
-
SS ® 0.50
PER CO
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(NE)
9.90, 10"
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W/ COVE
P
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R COR 401
S
H 48
SSMH
48"0
W
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PER C
STD 400.1
PER COR
STD 400.1
STA:41+
0.91, 0.00'
W/ CO
R & FRAM
W/ COVER
& FRAME
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SSMH 2
48"0
RIM: 455.67
ER CDR 4
1
PER COR
401
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0, 10" (N)
STA:43+46.55,
0.01' R
STA:43+7
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PER COR
S7D 400.1
PER COR STD 400.1
0
W COVER
& FRAME
IE=44
.50, 8" E
RIM.456.8
RIM: 457.8
W COVE &FRAME
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401
IE=
.50, 8" (W)
_
IE=445.25,
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P
COR 401
STA: 23+1
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IE=446.40,
10" (S)
IE=445
40, 10" (
IE=445.25,
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STA: 46+
9.88, 0.00'
STA: 40+
0.00, 0.00
IE=445.15,
10 (S)
RIM:465.41
RIM: 460.E
3.
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Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433
42+00
43+00
xrL
OFFSITE UTILITIES-1
HORIZ. 1 "=30'
VERT. 1 "=5'
01
3 REVISIONS PER CITY COMMENTS DATED 612312021
�� 2 REVISIONS PER CITY COMMENTS DATED 410712021
38375
�EGISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIONAL
07/01/2021 N0. REVISION
44+00
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN: TLK
PM D
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
45+00
SCALE:
VERTICAL: NAND 1988
1 "=30' HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
46+00
Know what's below.
Call before you dig.
CITY OR
RENTON
•
Planning/Building/Public Works Dept.
475
470
465
460
455
450
445
440
435
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w w R 4 115 14
47+00 47+20 S- 4 1 1 5 0 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
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attL
DEVELOPMENT ENGINEERING • � I WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021
SKYHORSE SHORT PLAT
PR 17- 000438
OFFSITE UTILITY IMPROVEMENTS
O
Z
DATE: Lu
1111212020 V)
FIELDBOOK:
PAGE: O
DRAWING NO:
1460.3
SHEEP: OF
16 :19