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O O CATCH BASIN, TYPE 1
' l I = I i_ % CA 7CH BASIN, TYPE 2
CO#1 R
STA 2+59.3 9 8 " SS CO#300 o / STORM CLEANOUT
0- OFFSET 32.77 L 00.4% STA 2+81.26, I I \ I STORM DRAIN LINE
0- RIM 8-6&2&55 RIM 29.96 29.93 � I
INVERT 21.02 I _ - J ;i WATER QUALITY VAULT
INVERT 21.03 CO#1 R CO#307-GI CO#307 o SS CO 1 _ _
nnS�TA 2+54.65, STA 0+92.86 ) .'STA 0+53. 74 I RIM=2&56 SANITARY SEWER CLEANOUT
L49 32RIM-9 i- OFFSET 21.79 R - - / OFFSET 6.97 R I I
SSMH#4A I • SANITARY SEWER MANHOLE
INVERT 20.91 29.45 RIM z'�9-64- STA 0+61.23, RIM6>9.29.66 GREASE INTERCEPTOR
INVERT 20.50 INVERT 19.90 I I SS CO I_ _ �.____ RIM ,29.5 RIM=2a56
33tF 8" SS ®0.4�
19.50( is. 43(NW)INVERT IN -- < I I "^' I I I
0 INVERT OUT,9f19.37 I I I I SS CO WATER VALVE
L- � I ( RIM=28.64 I I_ _"
0 WA TER METER
0 - I o I o I Jul FIRE HYDRANT
W CO 309-GI C0
z CO#300-GI I STA 15+70.70, 33.33 R ( _ ,30,8 Gl POST INDICATOR VALVE W BLOWOFF
STA 2+81.26 CENTER OF G-INT U I I STA _1+58.24, 21.58 L /
OFFSET J.00 R STA 0+89.29
I RIM 28-6=k286 I `. RIM, ,04"' m POST INDICATOR VALVE W/ CAP
z
..
RIM 29.96 OFFSET 1201 R .�� I INVERT 20.00
J K11 �..
i INVERT 21.02 RIM z''9.53 29.62 0 I I n
FIRE DEPT CONNECTION
I CENTER OF GREASE
INTERCEPTOR I, I : _ _ A 0 DOUBLE CHECK VALVE
W \ -z C012R O STA 15+95.72, 28.30 R
= CENTER OF _G WT STA 2+64.59 RIM= 3 I
• REDUCER
I ® -, ` STA 2, +, 5.31 OFFSET 3.00 R % Z LF 8» O 0 I RIM �*2&57
OWSI1T 10:p0 R; RIM z9-+29.50 _ _ p.� OfOp STA _ - - - - - - - WATER LINE EASEMENT
0 439 t-- I CO/9 CENTER OF GREASE
>: __. ;�9 .�4 INVERT 20.95 SS I 15+93.93, 25.16 R
_ INTERCEPTOR ROW
CO#309 RIM 28.58& I I '64 STA 15+66.68, 6.67
I IM-2 6400 13LF 1kp0$" I STA 16+03.15, 42.26 R I I� RIM
I -- 8 ` SS _ �F 1 RIM $fi62�68 z26-2a36 UTILITY TRENCH
® 0. 409 RIM=29.79 g6 5�F I I + ,
- � � � .. I I INVERT 18.40 RIM=28_69 2 l o °
- RIM=29.49
O N `
_ . 0-_-1 _ SSMH14 ° 8� SS
+00 - STA-0+10.72= I
- 6 �8" SS 0 0.409 STA 12+49.69, 6.84 L (N 10TH PL)
CO#311
I -` STA 1 +33. 94 RIM 2&:28 �� 45' WYE I 1 I CO#308 z NO TES:
INVERT IN i9.✓3-19.27 STA 15+99.67, 21.21 L
;::OFFSET 8.09 R STA 15+98.37, 18.19'� I
° RIM 29.95 INVERT OUT i19.23 I RIM 28.53 II RIM9 $52a95
INVERT 18.03 i 1. GREASE INTERCEPTORS AND GREASE TRAPS
I I �9-99INVERT 20.00
INVERT 20.50 ° I \
SSMH#4E WILL BE INSTALLED BY EACH TENANT UNDER
STA 1+44.02, f
\- -- 22LF SEPARATE PERMITS AT A LATER DATE AND
r2s.85 ®�o.97q SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
I SSMH#4C INVERT IN P9-38�19.87
\ 8 SS STA 2+05.36, \
C014R INVERT OUT 19.81 1
RIM 2&*-+28.60 /� \
STA27LF \ SSMH# 0
I RIM &-32 2 . INVERT IN �4; Z; 20, 34(NE) 20.20(N) '9iQ 0 1.5oq \ � \ �1� 2� st 2. CON TRA C TOR TO VERIFY INVERT ELEVATIONS
RIM INVERT
20..76 INVERT OUT z`'�6119.95 � 8" SS \ \ IN IN f 6-,317. f7. SE,N)- OF EXISTING STUBS BEFORE CONSTRUCTION
INVERT 20.76 �. \ ��) .
JNVERT OUT -h?i:2117=
SETA 16+ 13.06, 4.27 L BEGINS.
O Y
0 10 20 40
S-338811 2
( FEET )
0 1 INCH = 20 FT
�NcrN
cn Z 40 ��i °' N 0 40
--0
• 40 0 �, o ^ PROFILE SCALE.
40 _ ��
� �� �� Z1� �"') � O N � 'NN " '
�) N + rn N N� � i vOj �N Icj�� O� O� et., � Z
HORIZ. 1 =20
"? a, Z' N o iri ao vs PROPOSED 2 o� cn N g Ki N,_ v ``� cO co ao 00 ,
X N N 2Q vi SURFACE" w o o o^ VER T. 1= 5
NNo tNN c j W W InNI- ^ ALONG �� �i 0'� 'o"�j��0 ^�NZp ����`'
o°p .N N '� Z� '� _�? C aD ' ror' 3^N� Ut z
,cj U O O -J C1 N (Or) tp FF-
ON �i NOf / 8 NN,- Z O NNF- _
Q
Ot-� I�QO� N O ^ z0 Q N N zo UCnEkz �(n�Z2<C�>
OU((10 Utn Z CNN /��/�� �u�`I m+ -O + �/�c~n W W `�� (�,I.y v)v)62ZZ
z> c�i)c icEz z �?Z cncn�__ PROPOSED
U cn 6EZ 30 SURFACE 30
ALON64------
OF 8N SS
��D EVE
OF WASCID
�I �q
�G0C�
32464
27LF
36LF 8" SS ®0.4090 61LF 8" SS 0 0.40q 86LF 8" SS 0.40% ,. I°� ��G1sTER�� �ww
8 SS 72LF 8 SS ®0.439 �SSiorST
�F
20 00.407. 13LF 20 20 25LF 27LF 22 20
0 0.40q
8" SS 8 S N
q ® 16 91
® 1.50'� •cn 3
0 1. 507. •
o
v�i3 1 2Jco�
Jco N
RECORD DRAWINGS
`D �� d- °Q `= `= PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
Lq, 1q- LO x N 14- co � � ,n ,n co 3 - o
ON SURVEYED DATA AND CONTRACTOR AND CITY RECORDS.
0 0)Q N N Oi Oi of Gi of of of of of` of Oi Ln : L6
N N N N W W N N' N. N N N, N; N N N N - O O (n ._ (n CIC
cp e} O i
N rn + ° No _ _ o ° Checked for Compliance to City Standards
cc(.D rnoo+ cD+ rno
2+50 2+00 1+50 1+00 0+50 0+00 � N^ N? In z? In
SANITARY SEWER #1A PROFILE 2 W W 3 N Q Q °i N
SCALE: HORIZONTAL 1 "= 20' �_3
W W�cn �cn^ W W
VERTICAL 1 "= 5' SANITARY SEWER #3 PROFILE 4
SCALE: HORIZONTAL 1 "= 20' C6.3
VER TI CAL I "= 5'
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988
3350 Monte Villa Parkway THE LANDING 1"=20, HORIZONTAL NAD 1983/1991 .� _ CITY O� THE LANDING 06 1s 07
Bothell, Washington 98021-8972 DESIGNED: �--
® UPDATED RIMS & CO LOCATION, ADDED WATER & FIRE SERV. TO 311 SWS 10/26/07 Mac Ha R E N TO N HARVEST PARTNERS P LDBOOK.
VE S T
HAKDRAWN:
(425)951-4800 ® MOVED HYDRANT, METER AND DDCVA SWS 07/30/07 MAG HGS
(425)951 -4808 - D ;- t ONE IN DRAWING NO:
0 MOVED SSMH4 &GREASE INTERCEPTOR FOR BLDG307 SWS 07/30/07 MAG CHECKED: DATUM WATER &SEWER PLAN & PROFILE
whpacific:com SRS F rlo FULL Plan Planning/Building/Public Works Dept.
Planners Engineers •Surveyors •Landscape Architects " N0. REVISION BY DATE APPR APPROVE j SCALE ACCORDINGLY LOT 1 A SHEETWTE: 0
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