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WORK SHOWN ON THIS SHEET WITHIN SE 135TH & 166TH AVE
SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE
REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK
RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS
CONTINUATION -SEE SHEET 16
�I III�•I
T.L. 145750-0033
CB#16, TYPE 2, 48" MANHOLE I 1 I 247 LF 18" PVC SD
W/SOLID LOCKING LID I I� �' .� 0 0.51%
STA:46+50.95, &39' LT f
RIM=464.78 / I,' .� / 310 LF 10" C-900 SS 0 0.50% EX. CB
COORINDINATE WITH OWNERS
RIM=452.74 SSMH #8 48"0 TO MAINTAIN ACCESS TO
IE=446.06, 18" P,S) 472 NV=451 .14 12"CONC-NNW EXISTING DRIVEWAYS
Y ( ) PER COR STD 400.1 INSTALL SILT FENCE AND STRAW
G COUN NV=451.09 (12"GONG-S) W/ COVER & FRAME WATTLES AS NEEDED TO PROTECT
KIN PER COR 401 ADJACENTOPROPTING RESIDENCES
STA:49+97.43, 0.00'
oN �jj 1 I 4' CYCLONE FENCE 6 VC SIDE SEWER 02.0%MIN I - RIM.454.25 "
RENT w y j 3" PVC (N) 3 PVC (N) IE-442.00 10 (W) 6 PVC SIDE SEWER ®2.0% MIN 324 LF 10 PVC SS ®2.93%
�w� r 1 ..' I x IE=454.32 6" VC SIDE SEWER ®2.0% MIN IE-453.52 IE=441.90 10 (E) " 6" PVC SIDE SEWER 6" PVC SIDE SEWER POINT SHOULD SILT LADEN WATER BE
M J W w 12" CONC (W) 6 PVC SIDE SEWER ®2.0% MIN / / DISCHARGED TO EITHER THE STORM OR SEWER
- f 7 I / /� 12" CONC
(W) T.L. 132305-9096 12" CON IE=454.36 0 2.0% MIN 0 2.0% MIN /l 11 SYSTEM.
SE 135T \ q \ = (E) T.L. 132305-9057 T.L. 132305 9061
H ST. �� 1 IE=453.44 2" CONC (W) T.L. 1 305-9075 ` CYCLONE ENCE SSMH
_ \ _71 _ _ _ / _ _ _ _� T.L. 132305-9066 2" CONC (E) --4�4 12 CONC (W) 2" ONC (NE) / PER COR STD 400.1 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
��aa5 nn IE=4 .24 49" EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
�� - - - E=451 .13 12" CONC (E) I I W/ COVER &FRAME
\ - �� -454 - - / - I 30' RO)W� I \ IE=447.10 _ 12 ADS PER COR 401 FUTURE CONNECTION.
e - - sD ' -® - -456 - - - - - - _ i � 3" PVC (NE) IE=44 4 1 2" IE=�437 77 STA 53+21 19 0 00'
GUARDRAIL \ -._ - - - -so - _ 1
IE=443.88
-I d- - --- ---- F454- -
1---------- - - _ _ - -
E I.. W. w w _ OVV -SD--
W w1
T.L. 947596-0160
SSMH #7 60"
PER COR STD 400.
W/ COVER & FRAM
PER COR 40
STA:46+89.88, 0.00
RIM: 465.4
IE=443.60 10" (N
IE=443.50 10" (E
345 LF 18" PVC S
00.507.
z
O
y
x
0 5 10 20 30
-20 ' /
SCALE 1 " = 30'
/ J
28"/ i
/°" NOTES:
�1 1. DEWATERING IS NOT ANTICIPATED. IF 2
l / 6" DEWATERING IS REQUIRED, CONTRACTOR WILL
WORK WITH CITY AND COUNTY INSPECTORS TO
l l 1 DETERMINE BEST METHOD TO PROCEED. AT NO
I E- 44)v. 9 0 (E) / I RIM: 439.88 ' 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF
IE=432.40 10" (W) RENTON STANDARD STUBS SHALL HAVE ALAN 406.1. SIDE MINIMUM OF 2.5 FEET
co IE=432.30 f0" (S) OF COVER AT THE PROPERTY LINE AND BE
LJE?/ ESE=E w _ W w 30' o 0 0 \ 3-5 FEET LOWER THAN THE LOWEST HOUSE
_ FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL
E - ter. -......
\y - .-5i- -1T1 I--� BE REQUIRED FOR THE CLEANOUT WHERE NOT
E x - x x - w - w� 30' ROW ' ��
/ SE 135 H S .
D-!S - - - E E-_ _.-E � '4�4- � �- w � - / �� ... �. �-
1 \ 12" C NC E' - - s so - - - - - _ o d _ �� _...: _ \ \ T.L. 722970-01C LOCATED IN A PAVED SURFACE.
' ADS E - -x / -
( ) - w
E I. I CIE=459.83 IE=454.71 - APPROX. ® - E- D E S° E E = w_ - W - w w j � I 1 4. ALL TREES SCHEDULED FOR REMOVAL IN
1
l C EX. CB LOCATION �E - s° - w� 4. KCROW WITH AN OD OF MORE THAN 4 INCHES
RIM=453.92 WATER MAIN 12" CONC (E) �� E so - - w -W "�_\w - I'^ SHALL BE MARKED IN THE FILED AND
z INV=450.52 (12"CONC-N 308 LF 10" C-900 SS 0 0.49% IE=453.08 APPROVED BEFORE REMOVALS.
�. C� INV=450.52 (12"ADS-W) 1 - CONC (E) 3" ADS(S) 12" CONC (E) I. �
O p - 4' CYCLONE FENCE INV=450.52 (14"ADS-` ` T.L. 772970-0005 L. 722970-0015 E 450.74 IE 448.38 IE=445.96 F 1/2" CONC
- IE=442.59
I. 3N < O 6" PVC SIDE SEWER 0 2.0% MIN = CONC (W) 12" CONC (W) 12" CONC E
D R� rY E=451.36 ( ) 12" CONC E /
� O OUN IE=449.05 IE=445.07 ( )�,-
I j � _KING 6" PVC SIDE SEWER 0 2.0% MIN T.L. 722970-0020 IE=444.47 3" PC/C (SW) \ I hij �I
M T.L. 772970-0025 IE=43 .
� 0 6 PVC SIDE SEWER 0 2.07MIN T.L. 722970-0030 8 33 J
m 12" CONC (SE) 24" CMP S
0 6" PVC SIDE SEWER 0 2.07MIN E=436.72 E=434.01
z 302 LF 10" PVC SS 0 0.40%IIyl
�. Q
K OC 4' CHAIN LINK
--i z FENCE\V/
30'
I I i I T
CONTINUATION -SEE SHEET 19 CONTINUATION -SEE SHEET 18
465
460
455
450
445
440
435
430
46+80 47+00 48+00 49+00 50+00 51+00 52+00
OFFSITE UTILITIES-2
HORIZ. 1 "=30'
VERT. 1 "=5'
VHILIp
Al
Encompass
r�� of WAs�
���j jr/r��.�
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SURVEYED: SCALE: -
VERTICAL: NAVD 1988
SDM „ , HORIZONTAL: NAD 1983/1991
1 -30
ENGINEERING & SURVEYING
♦
01 3
REVISIONS PER CITY COMMENTS DATED 6/23/2021
CID 07/01/2021
DESIGNED: NEM
Western Washington Division
2
�°
REVISIONS PER CITY COMMENTS DATED 4/07/2021
CID04/08/2021
DRAWN:
TLK
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 " Phone: (425) 392-0250
Eastern Washington Division
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`%ss 1PMD
REVISIONS PER CITY COMMENTS DATED 112512020
11/12/2020
ONE INCH
DATU M
CHECKED: AT FULL SCALE
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
ZONAL
EDM IF NOT ONE INCH
07/01/2021 N 0.
REVISION
BY DATE AP P R
APPROVED: CJA SCALE ACCORDINGLY
Fl
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08 LF 10" C-900 SS 9 0.49%
_SSMH 7 60"0
PER COR STD 4 90.1 SSMH i 0
z w/ COVER & FliAME PER COR SID 400.1 z
0 PER COR 401 W/ COVER & FRAME 32
STA. 46+89.88, 00' PER COR 401 I-F 10" P SS V
RIM: 465.41 STA: 49+97.43, 0.00' 0 2 9
IE= 43.60, 10" N) RIM:454.25
IE= 43.50, 10" E IE=442.00, 10" (W)
IE=441.90, 10" (E)
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53+20 R 411515
S-411506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 I-
0
Z
DATE:
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
OFFSITE UTILITY IMPROVEMENTS 1460 3 �'
SHEEP: GF
17 :19
53+00
Know what's below.
Call before you dig.
�. + CITY OF
RENTON
Planning/Building/Public Works Dept.
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