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PRIVATE DDCVA 8" MINIM (SEE CITY LEGEND.
STANDARD DETAIL -10 NASIZE
v DDCVA TO BE DETtRMWD1 Y F E
SPRINKLER DESIGNER.
■ CATCH BASIN, TYPE 1
_._ / CATCH BASIN, TYPE 2
PI V PIV .,,, 1-8"`-GATE VALVE (MJxA4--=�
,
{` f.., ,- - STORM CLEANOUT
�' ( r t
' 2" '�YATER `� 1� STORM DRAIN LINE
�l WATER QUALITY VAULT
;i RVOCE- PER-,'�►'
2" WA TER r S A. 12+ 77.90 45.5 L F `1
- e RENTON STD - " P IVAI VA 8 MINIMUM (SEE CITY SANITARY SEWER CLEANOUT
} STA. 11+ 45, 12.10 R SERVICE PER r DETAIL 1107.Ii._ 18 MJ PLUG
'ram - " RENTON STD. ST, TO ETAIL 8-100 . FINAL SIZE OF '
1 1��(3 8 TEE (FL) � 1 T-THRUST BLOCK ) - _ • SANITARY SEWER MANHOLE
DDCVA TO E DETERMINED BY FIRE "
" DETAIL B-107.1 r 1-2 WATER SERVICE a 1
2-10 A VALVE (FLxMJ) 1 _ I FDC ^, SPRNKLER ESIGNER. SEE CITY STD ��®1® GREASE INTERCEPTOR
a o 1- G V4_LVE (FLxMJ) I PIV C6 , 1 ( H WATER VALVE
RUST BLOCK FDC ~" -S A.T- +15.80, 17.40 L 0 DETAIL 8107.2)
-� 1 �,. s I '� FDC
t ; 1 45' BENa (MJ) 0 WATER METER
It 1-THRUST BLOCK
FIRE HYDRANT
NORTH 10TH PLAr E �-4. _
POST INDICATOR VALVE W/ BLOWOFF
-
1 oo ►�' _ _ POST INDICATOR VALVE W/ CAP
1 rs1
=
77LF 8" SS 0 0.8430 1 STA 1-3+31...' 14.15L n FIRE DEPT CONNECTION
�,.._Q , " S .85 " 11 __{- - ___-_ - _ - ' - _ 1-10" 45' BEND (MJ) -
- - 60LF 8 _ - ,, - , ° ' - - - _ 1-THRUST BLOCK ° 0 DOUBLE CHECK VALVE
° REDUCER
112 LF 10"D.L CL 52 - - _ ° .''�;
3 _ _ - - - - -- - - - WATER LINE EASEMENT
`L"---_ - - ROW
s SSMH12 �� �,i " 52 0 ° GL i - = - - 142 LF 10-D.I. CL 52
Ssti°ry#� STA 11+12.29, 8.92 L 41 LF ,. ...,_. _-------- ---- ---1 ,� _ ��---_----- UTILITY TRENCH
2Q6 0�� RIM 29.04 y �, L L J_ t
2 4' 2 - - ° STA. 13 25, 8 L--07�_"�__
F 66 INVERT IN 16.3 SE 2" WATER --
PTV -_ --- _ 9 � w SERVICE PER - J APTOR --
6 ®� $ GRRIM29 70T RENTON STD. 246" TE If
S !� Cop 11 DETAIL �07.1 SSMH13 Q FDC 1-8" GA - L MJ) NOTES.
5p 8 �N STA 11 +71.32, 5.63 L Bt r
�F �N ST 11 +16.36, 27.77 R 1-THRUST
29.72 "7 (N 10TH PL)
t - ' ; ' S TA 0+84.88, 14.98 L (N) -, -
i 1. GREASE INTERCEPTORS AND GREASE TRAPS
11�VETt T 1 75 ,
STA. 11+12.45, 05' R r ` - ' RIM 29.00 WILL BE INSTALLED BY EACH TENANT UNDER
REE�EXl P & BL NG & CONNECT TO 2 STUB f INVERT IN 18.78 E, N STA. 13+0&5, &4 R !j
F ENTON 2MP 0"PLANS RE UCER(MJ) II 1- 0" SLEEVE 1
O 1-10" POOL (MJ)
011
1 10" VE L CRO (FLxMJ)
�� EE CITY S CONNECTI TAI B-116)
1-11.25' xMJ)
1- THRUS K
3350 Monte Villa Parkway
Bothell, Washington 98021-8972
(425)951-4800
(425)951-4808
whpacific.com
Planners • Engineers • Surveyors • Landscape Architects
INVERT OUT 18.68 W STA. 12�-76.30, 26.90 R
1-8" MU PLUG 1-10" 45' BEND (MJ) ---- SEPARATE PERMITS AT A LATER DATE AND
C01310 J 1-THRUST BLOCK 1-THRUST BLOCK - -- SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
STA 11 + 17.14, 33.88 R 2" WATER
' RIM=2a52
RIM z9:,�1r29 7 � � � � . SS
stulcE PER RIM-2a95 2. CONTRACTOR TO VERIFY INVERT ELEVATIONS
INVERT 19.00 � �'� -�, ; _ _ . '
_S�MH#4 REIQTOI:I STD.
�� J2+46.69, , 6.84 L GREASE ►NT.
rAIL °B-1o� i RIM= OF EXISTING STUBS BEFORE CONSTRUCTION
RIO 2 .28 RIM=28.90
`IANW IN 19. 3 N TA. 12+71.40, 15.00' BEGINS.
R STA. 12+77. 17:5 ' L
INVER"T OUr 19.43 W 1-FIRE HYDRANT ASSEMBLY
1 1-10" GATE VALVE (MJ) 1-8" TEE FL-
--''- /X /� 1-8 FLxMJ ADAPTOR 11? GRE4SE IN j J. ALL ON -SITE SEWER WILL BE PRI VA TEL Y
2-8" GATE VALVES (Fkx*(J) RIM=28.62 , OWNED AND MAINTAINED.
1- THRUST BLOCK CO R111111-
RIM=2&95 SS CI
WATER & SANITARY SEWER #1 PLAN 1 1
SCALE: 1 "= 20' C6.1 S-338809
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40 ade�z3�� 3 _
� 40
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_ N
PROPOSED SURFACE ALONG
OF N 10TH PLACE
30 - --- - _ --- ---_-- - =_- _----=------ta_---- 30
STA: 11 4- 74.5 STA :12+76 STA: 13+19
2" WA TER SERVICE ;i 8" FIRE SERVICE W STORM DRAIN
o PIPE
V� IE=24.54
10 D.l. C'L 52 10
STA: 11+12.45 2" MIN. CLR.
CONNECT TO EXISTING STA:11 +55.45 10 D.I. CL 52
12" WATER STUB 10"x8" TEE
20 _ 77i�� _ _ 8 SS 0 0.84% STA:13+31.35
10" GATE VALVE _ _
1 .� 45' HORIZ 20
" SS ®3.85%_ 0 STA: 13+02.4 BEND
ff 60LF 8 _ STA: 12+71.40 2" WATER SERVICE STA:13+15.80
10 x8 TEE
FIRE SERVICE STA:13+08.5' 10"x8" TEE
�1 -=1 '' 10" GATE VALVE 45' HORIZ 10" GATE VALVE
_REND
4
WATER & SANITARY SEWER #2 PROFILE 2
SCALE: HORIZONTAL 1 "= 20' C6.1
VERTICAL 1 "= 5'
11+00 11+50 12+00 12+50 13+00 13+50 14+00 15+00
SURVEYED:. SCALE:
VERTICAL: NAVD 1988
/
SCALE
0 10 20 40
FEET
( )
1 INCH = 20 FT
PROFILE SCALE.
HORIZ. 1 "=20'
VER T.' 1 "= 5'
0� A
0
32464{' Z
SSIONAL
RECORD ORA WINGS
PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
ON SURVEYED DATA AND CONTRACTOR AND CITY RECORDS.
Checked for Compliance to City Standards
THE LANDING DESIGNED - 1"=20' HORIZONTAL-NAD 1983/1991 CITY O
- THE LANDING
HM
s DRAWN: HCS R E N TO N HARVEST PARTNERS
RIM ELEVATIONS UPDATED SWS 10/26 107 MAG
p SSMH & DDCVA MOVED -PLAN & PROFILE UPDATED SWS 07 30 07 MAG CHECKED: DUE INCH DATUM WATER &SEWER PLAN & PROFILE
f . SRS IFAT NOT oNE NCH Planning/Building/Public Works Dept.. 'j
F NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LOT 1 A
JWM
W/15/07
FIELDBOOK:
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