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HomeMy WebLinkAboutSWP2702266.9SEE DR-5 N I N I lCL 0 CB-13 RIM=410.10 OLD VALVE REMOVED 18"W IE=405.80 CB-12 18"E IE=405.80 RIM=409.86 12"N IE=406.10 12"W IE=406.19 8" S IE=406.70 12"S IE=406.16 18"E IE=406.16 6"W NEW TEE CB- 13A 12"N IE=406.26 W RELOCATED RIM=409.52 11 II z N rz EXST ROOF DRAIN -0 LOC APPX I ABOVE SD 12 S IE=406.67 - 8 OT OF PIPE 406.3 �`,I, RELOCATED L-14A "WV M C 410.72 - _ABOVE SD / SEE DR 8 - -- -- -- - - - -- - - IPC=401'2% IOP OF N� B01 OF P = cnCB 13A _- -- o© 1 Z C- - -- - - �� --- i� < <CB# 8GAs CB 12 ----- �"- C 15AABND „ B < - - 4 G N D 12 S D - - -- - - -,- - _ ABNDND 12"SD - - -- f-W ` 10„W 6" W_ CAPPED CB-13 '� GAS W -- ABN(3Np12Flow W T - -5.1 ' - - - - - BY OTHERS -2.2'�� -3.5' "SD CONC BLOC CB#15 GAS FOUND -2.8' LINES AS W �3�03) REMOVEABLE _3.5� CONC - -� CB 16 FOUND PLUGS IN CB i CK 19 0 8-NNE - - - - - CB#11 o I I - - I ,- I = - - - -- B#1 -- - - 1 �1 +fl Q -- - - - - - -- c 7 4 cas � .2 - CB 14 23+00 z� �IN�- CB-13B 1� - - - ------------- I - - - - \ 24+0 TEL -2.3' - - W CONC - - - - - - -- _ CB 17A , FIT TO ­EX ��RB -4.0 BLOCK � ----- -- # -- - - BL CB-15 CB-16 j- -- -- - - POW = CB-17 TEL -22' _ -= - -_ -- ---- -POWER RIM=413.66 RIM=414.07 - SP.-- - POWER CB-13B - -1 .6 18 NE IE=405 36 12 E IE-409 4 E RIM- 9 61 . -2.2# 16A - 8 -- - - - - - - RIM=_ 409.94 - --- - - - 41 �4 C --- - - - - 18" W IE=405.16 - 12" W IE=409.43 EE. 12" E IE=410.41 EX 1 CONDUIT 8"N IE=408.09 - -- - - - - - - - - - -ELECTRICAL _ -- - - - 12" E E=408.26 = � '' / - -- -- CABINET 12 N E 410.8 I 12 NE IE 407.97 I 1 - - 12" NW IE=409.36 12"DI SW IE=410.97 = 12" W IE=4�_1_.61 �`SSMH - - - -- //II -- - --- --- eIM 4 1 n CB 1410.74 = --- - EX 12" S IE=409.57 12"NE IE-415.81 N E 1 0 T H ST _ � CONTROL -mot- -- _ �'' ` STA 3+00 30" N IE=405.29 \ CABINET SDMH RIM=415.99 12"SE IE=415.61 ANACORTES CT) 18" W IE=405.29 _-- SEE DR-7 = ' - i� \ 1. E. 411.17 12" CMP S 18' E IE-405.29 ' I CB-14 TOP OIL/H20 SEP.=411.64 fv1 r :�.89 RIM-41 1 .09 \ _ - BOTTOM=407.24 Ej , ' I - 9 1 18 E IE=405.24 --- - - - -- �- --_ 18" W IE=405.24 - - - - - 12"NE IE=405.54 2 CONDUITS ON� NOTES: NORTH SIDE 12" CMP IE= 411.11 - � - - - - 1. SEE NOTES 1 THROUGH 10 ON DR4. - I I I III MARTIN LUTHER KING JUNIOR 2. REMOVE STOP SIGN, PROVIDE TEMPORARY N (l ABANDON EXISTING UTILITY O7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING 21 LF 8" 16 LF 12" SIGN AND REPLACE AFTER CONSTRUCTION. ��' 2 REMOVE EXISTING UTILITY WITH NEW STORM SEWER. SEE DETAIL DIP @ 6.61 % DIP @ 3.56� ' 0 Al CB 13A TYPE 1 SCALE. 1 -20 3. PLACE 2'X2'X4" STYRENE FOAM BETWEEN O3 CONNECT TO DRAIN STRUCTURE DD-1 B 19+07, 18' LT SEWER LINE NEAR THE BOTTOM OF MH 7. 8 REMOVE EXISTING SIDEWALKS AND CURB AND CB #13B, TYPE 1 GAS RIM EL=409.52 STYRENE FOAM SHALL BE DOW 2 THH FOAM ®PLUG EXISTING STORM SEWER PIPE GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. B 19+13, 15.4' RT 410 -2.2' 5..UTILITY TO BE REMOVED OR RELOACTED BY...OTHERS RiM EL=409.94 - - - I.. S-INV_406:67. H5=45 OR APPROVED EQUAL - - ......... ....... SEE RENTON STD. PLAN F--3B: 435 g"N IE-408.09 EX 12"SD CB 14A TYPE 1 © REMOVE AND RELOCATE UTILITY O9 REPLACE CURB AND SIDEWALKS AS NEEDED. 4. CONTRACTOR TO POTHOLE EXIST ROOF REMOVED B 21 +42, 22.6' LT SEE RENTONL STD PLANS. 0 DRAIN PIPE & :LOCATE. IF FOUND, CONNECT RIM EL=410.52 10 REMOVEABLE PLUGS IN CB-16, 17 SEE DU-1 EXIST PIPE TO CB #15A & :ADJUST LOCATION 410 � - 12" SW INV=405.42 0 405 ........ ........-...... _ OF CB ACCORDINGLY:-IF..NOT FOUND;..DELETE........................ _ .., �ai,t........ 430 - E CB 15A AND PIPE.IV DI 1Ll CB 12, TYPE 2 48" - " 24 LF B 18+76, 10' LT 5. PROTECT EXISTING LANDSCAPING AND REPLACE CPEP @ 0.42% IF DISTURBED.0RIM EL=409 86 40 15A,: TYPE 15, TYPE 2 48" CB 16, TYPE 2 54" CB #17, TYPE 2 48" 5 CB PE 1 .......... CB PE - ......................... ...12 W INV=406.19. EXST SEE SHEET 9 B 22+74.9, 14 425 6. RESTORE EXISTING MONUMENT AS REQUIRED. .5 LT SEE SHEET 9 SEE SHEET 9 12' S INV=406.16 RIM EL=A 12.77 12E IE=408.26 "r n n n /rv\: 18" SE INV .406,16 121 INV-409.67 18:"W IE=405.X.16 12" N INV=406.26 (EXST) 72" 48" 4" N INV=409.72 12.'NW IE=409.36 ........... ................ 14, .......... ....... -......... B 20+95, BB 31, : CONC BLU� 420 CB 1.3, TYPE 2 48 21 + NEW SD DI i 4.3' LT RIM EL=410:74 RIM EL=41 1.09 : : AROUND IT 8"W RELOCATED RIM E LO 410.10 30" N INV=405.29 ABOVE sD 18 E INV=405.24 4"G TRENCH FILLED .18 W INV=405.29 18" W INV=405:24 2.e 18 W INV=405.80 WITH CDF 18 ......... ...... .... ...... ......... ...... . E..aNV-405:29..... ...... 12 N INV 405.5418E NV-405.80- 415 6"W RELOCATED „ ABOVE SD 12 N INV=406.10: --- _ EXISTING GROUND @ ROAD 8" S IE=406.70: GAS - - 6„ SS -2 2' - - - I - - - I -I POTHOLAl ED 10 SwP-27-2466 WATER VALVE INFORMATION I U" WV RIM LL- - TOP OF NUT=;" ----BaT OE -PIPE -_ z D 10"WV u W N 8"WV N °� "WV RIM EL-410.61 OP OF NUT-408 11 10"W 8"W rg �SS��NAL �av H MHILL � 1 HUB II i i �u j �--- ! CB-14A RIM=410.52 12"SW IE=405.42 NE 1 OTH ST 2" YARD DRAIN ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON 1 ADDED CB-13B AND 22 LF DI PIPE NO. REVISION PROFILE SCALE: 1 "=20' HORIZ 1 "=5' VERT SURVEYED: CH2M HILL DESIGNED: R. CHUNG DWC 7 20 04 MAWN` J. PRETS DWC 1 -28-03 RS aHEa®: R. ADAMS BY DATE APPR wmwvm. T. PLATIN 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDINGLY VERTICAL NAVD 19M HORMWAL- NAD 1983/1991 DATUM AS-BUILT CITY OF RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 RONALD STRAKA 5 28/03 BY BOR MAHN 5 /98 /03 N.E. 10th STREET/ANACORTES AVE. N.E. DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT PLAN & PROFILE STORM SEWER TRUNK NE 10TH ST. DAM MAY 2003 PAGE: DR-6 8 17 z 0 x z d G> 1 0 0 N m� za �< 1 N x N m SCANNED OCT 0 8 26c�t �D�-12_1_21_6161018�