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n S3+00 � __ � ' '
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= RIM=�8.66- 28.70.35q SEE NOTE
RIM �3:-4�- 29.58 STA: 0+00�' C�
IE IN Pf.l°9-21.04 ,� 38 LF OFFS_ET: 2.47 -fE-ON 18.56-1 .31 0 #3D
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0 2 O L NOTES:
2 LF .� SS O ® IE IN 21.78 FFE: -
x \ CO #3C 46 LF F�F� E 51.62 L <�
z RJ.48q lb 14 1.30% j IE 21.66 SSMH #� STA: 0+ 3� �, 6„ SS CO #38 FF❑ �1A 2 .61
c #1 \ ou -�- 21. STA. 0+ 7 OFFSET.7.b R ., °D STA. 0+4�6 IE OUT 20.00 O 1. GREASE INTERCEPTORS AND GREASE TRAPS
2+50.26 �, SSMH #2 CO #2A 2&44 RIM=�r3- RIM=29.02 v, @ OFFSET. 51.91 L
z o0 31,E oo STA-1+58.01A:go2 1�7s IEiC-30.0 IE 0 1.43� RIM=�s� . 3 �,, WILL BE INSTALLED BY EACH TENANT UNDER
X _ 23.20 x RIM-�- 29.43 FFE• ,3 1 OFFSET. 63.17 I Z66 IE OUT -19. e:5 O
0 / IE IN 21.93 1 l IE OUT 20.00 2 -? 0 7 , _❑ SEPARATE PERMITS AT A LATER DATE.
J hh I z2.s , r2s 91 `�� 1 co 3A 2+00 FFE. . ,
IE 000 .83 CO #2 / i IE OUT 22.25 1 # 27 LF
STA: 0+02.19
LU , 12@ 1.50% S '" ° / OFFSET.- 38.10 R / 1 _ - STA: 6.40 4 6 SS 142 LF 6" SS @ 1.339
` 2. CONTRACTOR TO VERIFY INVERT ELEVATIONS
38 L _ (� ��,�- � OFFSET. 6.40 L CO 13
_� RIM=30.50 i / I
1.00% E OUT 21.60 �, n ! RIM=28.15 ❑ I STA 2+71.41 OF EXISTING STUBS BEFORE CONSTRUCTION
SSMH 3 h� L i� f' IN 19.35 .75 RIM=29:6•2
IE OUT 19.25
(fi� BEGINS.
STA 1 95.79 U
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IE IN zq2. f6- 22.30 �x SSMH #4 J� FFE. 7 O _ 3. ALL ON SITE SEWER WILL BE PRI VA TEL Y
►E IN 22.20 / STA o+oo ssMH #s g .� O OWNED AND MAINTAINED.
o IE OUT--3$22. \ \ RIM= 2� STA 1 +24.58 +
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CO #28
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OFFSET. 12.00 R a ° i �
1 RIM=29.88 29.9
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IE IN 23.89 56LF 8" SS ° ° ° o SCALE
IE OUT 23.79 ® 1.299�OF A ° + l 0 25 50 100
❑ ❑ INTERCEPTOR, \ �/
STA: 3+22.24
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I 1 INCH = 50 FT
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STA: 3+66.31 _F._
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y ° RIM=29.56 2 .25 IE 27.00
4E-0d 7.52 `' I
CO#4 1E IN 17.72 SSMH #8 Ik NOTE: CONTRACTOR TO
17.42 STA 0+25.08 VERIFY INTERMEDIATE FCO o l
STA 0+12.05 ° " 1 , 8 K 7 401 RIM=�6-39- 27.98 � LOCATION, SIZE & + __ I
OFFSET 82. 85 L R �+ 72.03
CO 33.19 RIM=39-996- OFFSET.- 82.85 L f-i 19.63 MATERIAL WITH JOE'S
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OFFSET. 85 L 92 �1 0 2 10 18.99 2.2K CONSTRUCTION.
404 95.83•• LF 6
1111
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HTNESS O Ln STA 0+72.04 STA 0+47.4 `L' TA: 1 +71.98
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42K
STA: -1 +09.90
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OFFSET- 11.86 L 6„ ® � n 19.70 ST #10+7 . IE 23.76 I �
FFE: 3 0. 5 RIM=30.96 9•6% C017 .�5`v RIM= 6
STA 1 +27.02 T 2 .QD
CO#6 RIM=30.88- 33.46 cl --
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I SEE NOTES 8TH STREET
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SEE NOTEv o _
1
A ADDED SURVEY DATA FOR RECORD DRAWING SET GRB 10 02 08 JMTE ® RELOCATED STORM TO AVOID PSE VAULT ABN 06/18/07 SRS SUED' SCALE: , HORIZONTAL- VID 198,ss,
3350 Monte Villa Parkway ►
Bothell, Washington 98021-8972 ® BLDG 400 RAIN LEADERS, CANOPY DRAINS & PIPE CROSSING ADDED SWS 02 12 08 JMTE 4 INCREASED RAIN LEADER SIZES ABN 06/15/07 SRS DESIGNED: » 50 HORNTAL N•� >-= CITY OF
® BLDG# 400 RAIN LEADERS ADDED PER CLIENT SWS 09 07 07 SRS ® REVISED MANHOLE SIZES SWS 05 22 07 SRS DRAWN: R E N T 0 N
�
(425)951-4800 8 BLDG# 200 CO & RAIN LEADER ADDED SWS 09 07 07 SRS ® ADDED AND UPDATED RAIN LEADER INFORMATION ABN 05 08 07 SRS GRB
ONE INCH DATUM
(425)951-4808
® NEW RED ROBIN SITE PLAN -RAIN LEADER UPDATED I ABN 109/07/071 SRS REVISED STORM PER SITE PLAN CHANGE ABN 04 26 07 SRS CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
whpacifia com SRS IF NOT ONE INCH
NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
Planners • Engineers • Surveyors • Landscape Architects SRS
S-337106
0�
32464'' [r
0 QISTI
_�SjONAL E��
PREPARERS CORD PACIFIC, WBNG 2008, BASED
ON SURVEYED DATA AND CONTRACTOR RECORDS.
Checked for Compliance to City Standards
DATE
THE LANDING 03/12/07
FIELDBOOK:
HARVEST PARTNERS PAGE:
SANITARY SEWER PLAN DRAWING NO:
LOT 4
SHEET: OF:
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