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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
z
CD
CONTINUATION -SEE SHEET 16
O
T.L. 145750-0033 �I I I\I� 246 "
CB#16, TYPE 2, 48 MANHOLE 24-7 LF 18 SDR 35
W/SOLID LOCKING LID I I SO 0 $5jX 0.54Z
STA: 46+50.95, 8.39' LT I' f I / r
310 LF 10 C-900 SS 0 0.50% EX. CB
RIM=4v48463.8 RIM=452.74
IE=446.06, 18" (Iy,S)445.51 472 INV=451.14 (12"CONC-NNW)
O ppUN INV=451.09 (12"CONC-S)
- ---KIN
COORINDINATE WITH OWNERS
SSMH #8 48"0 TO MAINTAIN ACCESS TO
PER COR STD 400.1 EXISTING DRIVEWAYS
W/ COVER & FRAME
PER COR 401
�4 6" PVC SIDE STA:49+97.43, 0.00'
N III �� 4 CYCLONE FENCE I SEWER DE MIN RIM. A54.2545 .77
I-nENTO w \'3 t 3" PVC (N) 3" PVC N IE = 447.00 IE=443-OB 10" (W)440. 0 "
R wl / x / IE=454.32 IE = 447.00 3" PV .52) IE=4=4i:90 10" (E)440. 3 "
o % L \.. ' w W / 6 VC SIDE SEWER 0 2.0% MIN 12" CONC (W)
/ / 12" CONC (W) T.L. 132305-9096 12" CONq IE=454.36
() T.L. 132305-9057
IE=453.71
SE 135TH ST. / I \ / ` IE=453.44
/ I T.L. 132305-9066 12" CONC (E)
IE=451 .13
°° X 4 +Orb - - - I '454 - _ - - / I _ 30' R01�N -_ - I'
GUARDRAIL \. I o . �. --- . sD .. D ®--456-- _--i
\ I z=== 454- --- I \
l\W -- ��. - f -
�w. l
49+00
a w. ( _w._
E W- W C]
T.L. 947596-0160 / P 1 E� �E�E�E -!�' - w w w. w 30
I\E IE X
SSMH #7 60"0 \ �6cP 1 \ 6�' \ °!S EFE
_E-E -E-454-'=FT
PER COR STD 400.1 �� 12" -
W COVER & FRAME 14 ADS (E) 67 PVC S/ �\ � IE=45983PER COR 401 IE=454.71 .IN APPROX.
� STA:46+$�88 00' � 10" AP\ � EX. CB ►E = 446.00 LOCATION
4 M.fi a 7. 7-( RIM=453.92 309
0WATER MAIN 12" CONC E
INV=450.52 12"GONG-N 308 LF 10" C-900 SS 0 O-499 IE=453 08
" 96
IE=44360 10 (N)44 r? n 4' CHAIN LINK INV=450.52 (12"ADS-W)
IE=443�56 10" (E)44 . 1 772970-0005
\ n INV=450.52 (14"ADS-SE) T.L. 722970-0015
350 �'� \ FENCE 6" PVC SIDE
Qt�34b-LF 18" PVC SD z� \ I E 0 v,� 0 Y -v" FVC $iDE SEn R m 2.vro MMI SEWER ® 2.0% MIN
0 ® sz� � \ IR � ;;0
O pOUNT IE = 443.00
0.51% 12 FIR \ \ mKIN PVE�tBE S€
FIR\ m
2
w C)
IK C: 4' CHAIN LINK
STPF DRAIN
1 1i1� I PANT LINE
CONTINUATION -SEE SHEET 19
C ROW �' SE 11
S' So. ---- w 1
E SD E SD.I
6" PVC S
SE WE @1 �. 0���, 0' (E
IE 1= 04
12" CONC (W)
IE=451 .36
T.L. 722970-0020
-6" PVG SPE SEWER 0 n 0% uw J
0 5 10 20 30
/ /20 ' \
/ 1 /
/ 20" J \1 SCALE 1 " = 30'
/ 28" r /
INSTALL SILT FENCE AND STRAW I l l
WATTLES AS NEEDED TO PROTECT I P0» / NOTES:
ADJACENT PROPERTY. MAINTAIN / l 1. DEWATERING IS NOT ANTICIPATED. IF
ACCESS TO EXISTING RESIDENCES I 142" I 6» DEWATERING IS REQUIRED, CONTRACTOR WILL
2.33% I I l 1 WORK WITH CITY AND COUNTY INSPECTORS TO
324 LF 10" PVC SS ®
l 1 / I - DETERMINE BEST METHOD TO PROCEED. AT NO
6" PVC SIDE SEWER I 6" PVC SIDE SEWER l / I / \ POINT SHOULD SILT LADEN WATER BE
2.0% MIN
® 2.0% MIN / / l I � - DISCHARGED TO EITHER THE STORM OR SEWER
I IE 7.L44y.,%05 61 SYSTEM.
12" CONC (W) T.L. 1 305-9075 CYCLONE E/NCE / \ SSMH 9 48"0
=44-0.24 12`' CONC (W) 12" 0 C (NE) f 1 / PER COR STD 400.1 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
12" CONC (E) IE=4 .2 491 I I / W/ COVER & FRAME EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
IE=447.10 12" ADS PER COR 401 FUTURE CONNECTION.
3" PVC (NE) IE=44 .24 12" CONE/(E) IE=I437.77 STA:53+21.19, 0.00'
m IE=443.88 IE=44 90 / J. ALL SIDE SEWER STUBS SHALL MEET CITY OF
J 440.14 RIM: v3�.00
450- "' .n " RENTON STANDARD PLAN 406.1. SIDE SEWER
_� / / t 431.85 IE=-r3c. ry 10 (W)
_ - SD _ - -- - / Go 431�93 IE=43 30 10" (S) STUBS SHALL HAVE A MINIMUM OF 2.5 FEET
OF COVER AT THE PROPERTY LINE AND BE
d 00 \ \ 3-5 FEET LOWER THAN THE LOWEST HOUSE
�+ o \ FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL
> H S ° BE REQUIRED FOR THE CLEANOUT WHERE NOT
-`t
T.L. 722970-010LOCATED IN A PAVED SURFACE.
�.
�w. o ! /
w w] " �/. p0 DQ 4. ALL TREES SCHEDULED FOR REMOVAL IN
SD w SD 'A'-_ w �,•` . \ I KCROW WITH AN OD OF MORE THAN 4 INCHES
E � . w SHALL BE MARKED IN THE FILED AND
" VC SIDE 1 CONC (E) \ .\ 1 I APPROVED BEFORE REMOVALS
5. o MIN IE=445.96 F y2 CONC (W
444.00 IE=442.59 I 3 I
12" CONC (W) 12" CONC (E)
IE=449.05 IE=445.07 12" CONC (E)
IE=444.47 3" Pvc (sw)
T.L. 772970-0025 IE=438.33 I/
T.L. 722970-0030 M . 1
12" CONC (SE) 24" CMP (S)
IE=436.72IE=434.01
3B� LF 10" PVC SS ®
304 0.74%
v/
+
30' 30'
r
C5NT1NUA TION-SEET SHEET 18
46+80 47+00 48+00
49+00 50+00
51+00
OFFSITE UTILITIES-2
HORIZ. 1 "=30'
VERT. 1 "=5'
PHI LIp
ncomEp ass
���' pF WA f
��C�
6
REVISED PER ASBUILT SURVEY
CP
0411712024
SURVEYED: SDM
ENGINEERING & SURVEYING
�
00 oz
5
REVISIONS PER FIELD CONDITIONS
CP
091151202J
DESIGNED:
4
REVISIONS PER FIELD CONDITIONS
CP
0912812022
NEM
Western Washington Division
�� 38375
3
REVISIONS PER CITY COMMENTS DATED 612312021
CP
0710112021
DRAWN:
TLK
165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250
Eastern Washington Division
`�'� �'�
2CP
REVISIONS PER CITY COMMENTS DATED 410712021
0410812021
CHECKED:
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
ONAL
EDM
05/01/2024
N0.
REVISION
BY
DATE APPR
APPROVED: CJA
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
52+00
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
465
1'60
455
450
445
440
435
430
53+00 53+20 t� - 4 I 1 �) I
Know what's below.
Call before you dig.
C TY OF
RENTON
Planning/Building/Public Works Dept.
S-411506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SKYHORSE SHORT PLAT
PR 17- 000438
ASBUIL T
OFFSITE UTILITY IMPROVEMENTS
Q
J
-41
Q
Cl-
0
LLJ
DATE:
0611712024
C�
O
FIELDBOOK:
PAGE:
DRAWING NO:
22587
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SHEET: OF: 17 20