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HomeMy WebLinkAboutWWP2703371.3i- 1 L n a_ CD z z Q J LU 3350 Monte Villa Parkway Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 whpacific. com Planners • Engineers • Surveyors • Landscape Architects ° 22.381E IN , .18 IE OUT 23L 8" SS low 0 1. 477. ° •' CO #28 STA 3+ 11.04 OFFSET.' 12.00 R RIM=�9.88- 29.9 IE IN 23.89 / 56LF 8" SSy-. IE OUT 23.79 0 1.29% S9 2+91. 7 IM' :29.18- 29.1 _ IE 1 - 23.34 23.36 1 UT :2:3-34- 23..31 1 EWER OF GREASE INIERCEPTOR, STA: 3+22.24 RIMS=29.51 a08 CO VC (MATCH FG) D STA: 3 66.31 /I NOTt OFFSET.' 4.03 R EE2 4 U. It C 12C-1 0 RIM=49-35 31. S : 3+56.37 IE OUT 26.61 ° RI =30.36 0 - �� 1 24.5_LF] 2 SSMH#7 STA 0+00 4 RIM�9.66 2.25 J -lE-!N f iL 7'�F- 7.52 CO#4 IE IN 17.72 STA 0+12.05 1 8 K 1 Z42 7 OFFSET.' 82.85 L A +72.03 CO /j O 5 3319 RIM=39.99- E E: .31. 0 OFFSET.' 82.85 L STA: -0+7 . 5 `� IE OUT 23.28 p 404 OFFSET.' .85 L 21r0lnZ 10 92 �,( 95� LF 6 _ - I\ FJNESS OUT 21. SS ®� o SSMH 17A LO I STA 0+72.04 42K CO# 31. 5 LF ® RIM=29.7 E:Bo 31.5 . STA:-1+09.90 T9 FEE: 30.5 OFFSET. 11.86 L 6" 0 N n 19.70 RIM= 30.96 9.6% - CO#7 STA 1 +27.02 CO#6 J RIM=4888- 33.46 STA:-1+80.30 - P� pp ❑❑ IE OUT 22.50 RIM=3�3� 30.47 107 LF 6" SS 74 LFI 8" SS 72 LF 8" S 0- 55 1E OUT 19.84 ❑ 0 1.44% . 0 0 3.03 0 6" ❑ LOADING A 0 4.55% ❑ ❑ TRA'31 � 33 LF 8" SS 0 0.507. ti SSMH #7B U0 r&TA: -0+73. 75 T A .,,, z, - RIM=:2 -1 29.96 T , �� �, -,� 66 r 00 L 67 ; CC I I I I ----_- - 1 IE IN 16 39- 1&62 65+11.18,1 4 .5L 1 65+00 65+11 18, IE OUT 1$-� 1&52 IE IN 7.45 SEE DOTES - RIM29.02 IE IN4 �4 � 17.07 4- 1-- o QC w �L'j �N c v W z �-o W 0+00 0+50 1+00 1+50 ADDED SURVEY DATA FOR RECORD DRAWING SET GRB 10 02 08 JMTE ® RELOCATED STORM TO AVOID PSE VAULT 400 RAIN LEADERS, CANOPY DRAINS & PIPE CROSSING ADDED SWS 02 12 MR JMTE 4 INCREASED RAIN LEADER SIZES BLDG# 400 RAIN LEADERS ADDED PER CLIENT SWS 09 07 07 SRS ® REVISED MANHOLE SIZES BLDG# 200 CO & RAIN LEADER ADDED SWS 09 07 07 SRS ® ADDED AND UPDATED RAIN LEADER INFORMA110N NEW RED ROBIN SITE PLAN -RAIN LEADER UPDATED ABN I 09 07 07 1 SRS 01 REVISED STORM PER SITE PLAN CHANGE NO. REVISION 20 107LF 6 " SS 0 1. 447 n A o 013 r-, +nM- C) I O 00 Fd Cn LAW 10 -2+00 ABN 06/18/07 SRS SURVEYED: ABN 06/15/07 SRS DESIGNED: ORB SWS 05 22 07 SRS ABN 05 08 07 SRS DRAWN: GRB ABN 04 26 07 SRS CHECKED: SRS BY DATE I APPR -PROVED: SIRS -1+50 -1+00 SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 74LF 0 0. 797 RIM29.32 IE IN 18.79 SEE NOTE; �2 �F p3q 3 NWT vs N I� O O Z O to O n 0 W II L_ k0LO � R t 00 0 c) 0 m N O O � N K CD N N, ^ O Q O OU��W eh N � tp N ^ cp L'j N O � W Q x�N (10 �N00 -0+50 0+00 0+50 1+00 1+50 VERnCAL• NAVD 19M HORIZONTAL NAD 1983/1991 06R CITY OF ML RENTON DATU M Plan ning/Building/Public Works Dept. LEGEND: TC 29.6 7 TOP OF CURB 29.19 FINISH GRADE RIDGE LINE JOINT UTILITY TRENCH JOINT UTILITY TRENCH NOTES: 1. GREASE INTERCEPTORS AND GREASE TRAPS WILL BE INSTALLED BY EACH TENANT UNDER SEPARATE PERMITS AT A LATER DATE. 2. CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STUBS BEFORE CONSTRUCTION BEGINS. 3. ALL ON SITE SEWER WILL BE PRI VA TEL Y OWNED AND MAINTAINED. S-337108 N I SCALE 0 25 50 100 ( FEET ) 1 INCH = 50 FT PROFILE SCALE: HORIZ. 1 "=50' VER T. 1 "= 5' oD WAS 1IRA 9� cod �o�� SitONAL��Gl��� RECORD DRA WINGS PREPARED BY W&H PACIFIC, OCTOBER 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. C8.2 f A-NNNNAA b �N00 O `O � O � Vr/ W I✓