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HomeMy WebLinkAboutSWP2702266.6SEE DR-2 WATER VALVE INFORMATION N ��� ��, <ilvl EL --41 1 .73 N 0 N TOP OF NUT EL-41 0.53 -- - ,� BOTTOM 6"W(EST)=408.8 4204 III 4 1 4 z � I 07 L z i� II � �) B I ��RIM EL411.75 MI � N _ CB-1 B TOP OF NUT EL- 41 .20 v I RIM=41 1 .55 BOTTOM 4"W(EST)=4 8.8 CB-2B OF` - 12" S IE=406.25 RIM=413.33 -- - - - _ o} } r-1 - ---- - - -- _ _ I i 12'S IE-40813 i L - �� E ------ - - - - - -- - � ---- -- --- _z - - - - - CB#1BI �� -�- - ---- - - ��� - - - - Y ^^// o - --- - I 12'SD - 21 +00 T - - - - ; - -- - - - - - 20+00 4CB#1 --- - -- - C B# 1 A ® ST Ell4 C9� 0 0 0 SIDEWALK - - - - - m�0 I CB-lA - -- - -- -- - ----- -- --� - c> -t R P (4) RIM=41 1 .70 1 T H T - - - - 12" NW IE=405.80 H RIM-411 12" N IE=405.80 CL CHANNEL 1^ - -- - - -- S --- CB-1 --- ----- ' I ----- - =41 1 1 ' ------- ill _ / I W 30;E IE=401.61 - Q 30 N IE=401.61 ----------- I -- 18"S IE=401.81 I ----- -' - - 12"W IE=407.91 0 9 / E 12"NW IE=405.91 4 O 12"SE IE=405.41 I � u' I z �- ' ' 01 1 I 42 CB-2 RIM=413.68 30"E IE=402.33 30"W IE=402.33 12"N IE=408.18 - 12"S IE=408.23 NE 1 1 T H S T <? C132B - GB#2 JA- LINE 19+00 T c 'H EL---4 -- CB#2A --- CB 2A RIM=413.47 12"S IE=408.32 4" S IE=411.76 4222 4- 22 2 s777 - - - CB#__"j/ -----�---- GAS 4'� �I E 1 1 T H----� T---POTS-ED CB-4 NOTES: RIM=415.86 30"SE IE=403.11 1. SEE NOTES 1 THROUGH 30" W IE=403.10 4421 i- - - I I I i--- --- j= SEE DR-2 PLAN (1 ABANDON EXISTING UTILITY (2)RELOCATE EXISTING SIDE SEWER IF CONFLICTING 02 REMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAIL Q CB 1 D TYPE 1 L CB 1 C TYPE 1 L SCALE. 1"=20' A 22+24.5, 17.8' LT A 22+18.7, 23.9' RT E CONNECT TO DRAIN STRUCTURE DD-1 RIM EL-411.40 RIM EL=411.38 ® ® PLUG EXISTING STORM SEWER PIPE REMOVE EXISTING SIDEWALKS AND CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. 12" N INV=406.70 12" SE INV=406.18....................................................... ........... 5..UTI.LITY..TO..BE..REMOVE.D..O.R. RELOACTED ... BY..OTHERS........... .SEE .R.EN.TON..STD.....P.LAN..F-3B.................................... . ..................... . 415 EXISTING 12" S INV=406.18 415 = 4" SD REMO AND RELOCATE UTILITY _- . 3G 8' � OCA ®REPLACE CURB AND SIDEWALKS AS NEEDED. CIF RFNITMI CTfI PI ANI� : GROUND : ,,,� 6 VE n - �- n 2 G WYMAN REID ADAMS ON 5/27/03 �SSIONAL ECG PE #39578 EXPIRES: 4/25/04 405 6"W r SURVEYECH2M HILL SCALE, vERncAL NAw tees 3 4 12 G P E P 1"= 2 0' HORIZONTAL- NAD 19533/1991 (TO BE -4.o' C� 1.32� DES. 18' (EXST)0 R. CHUNG REMOVED) Dom' J. PRETS Ore INCH DATUM 3 0 "S D 3 0 "S D - AT FULL SCALE AS BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7/20/04 CND: .......................... . ........................................... ....... ............................. R. ADAMS IF NOT ONE INCH 400 J CH2MHILL NO. REVISION BY DATE APPR �PRauEo SCALE ACCORDINGLY T. PLATIN Srw�o. t7- ?s6l� Ili �6 R CITY OF RENTON Planning/Building/Public Works Dept. 10 ON DR-4. 2. CONTRACTOR TO PROTECT )) I) EXISTING 6 AND 4 WATER MAIN. 3. RESTORE EXISTING MONUMENT AS REQUIRED. 4. PROTECT EXISTING LANDSCAPING AND ROCK WALL AND REPLACE IF DISTURBED. �5 i z RECOMMENDED FOR APPROVAL By DANIEL CAREY 5/28/03 RONALD STRAKA 5/28/03 BY BOR MAHN S /9R /03 N.E. 10th STREET/ANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT PLAN & PROFILE STORM SEWER TRUNK NE 11TH ST DATE MAY 2003 PAGE: DRAWING NO* DR-3 SHEET. 5 OF. 17 SCANNED OCT 0 8 2c m/'' t I 4 /D , �72ZK / J �D�-12121616101�5. z m 0 x a z d �v 0 7D y 0 ti N