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HomeMy WebLinkAboutSWP2703149.73 0 0 V) I CL t0 M �o M z J i {I i 6 j LOGAN AVE N STA. 58+ 10.20= I� � I N 10TH ST STA. 49+96.90 1 II 0 g: %iLu I i 1 n I Z SDMH #L-15, TYPE 2-84 STA 56+65, 49.12' RT I SDMH L- 16, TYPE 2- ` 72 I rn SDMH #L-14, TYPE 2-72", I STA 58+ 10.31 , 46.42' RT I W/o SUMP �► --1 STA 56+26.25, 27.89' RT LOC%m AVE. N. 4 1 57+00 I I 58+00 s { { 59+0 CT� 56 + 00 _ — — --�- — I — —+ — — - — — - — CP TICE�- - .------- ----- — — — — O 0 cn EX 96" METRO SEWER CONSTRUCTION C/L Lei 1 = 0 0 LLJ O �_ _ - ___--{--------------- _ - -�-_� I TCE - - O R/W O $„ _ - 1 - j 1 _. - - AL ,.I cora p _ _ � \ I POWER � � 1 J► SO 48" SID ' s -1 4„ SO o . O 18" SID — R/W — -- 3 TCE CB #L-16, TYPE 2-48"STA -OCF 54 44'6 RT00I PRIVATE MANHOLE "I/' \ 56+58.88, 73.27 RT LO 0 0 w -1117 w 0 w z J S U Q e, cn � N N @ 30 20 10 r� 0 O-) 00 O O 1 I"7 -50 WHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com O O CO rn I J w O _ � m Q I:2 U 0 0 m Iw I cnz z cnI�- 0o I z z o � 100 00100 N Ln Ln 00 co co M M 00 N N N N w w wlw 00 C0 0 n 56+00 z_ O +I w O a_ 0000 F-- U z Q �00 = N 0 , Ln � a_ N X W N O- C7 Fy X w 0� I— w 20 LF - 24" SID S=0.2% ` SDMH L-17, TYPE 2-48" STA 58+ 10.20, 56.5' RT 'I + j 1� (SEE SHEET SD15) LOGAN AVE N STA. 58+ 10.20= N 10TH ST STA. 49 +9 6.60 ELEV=31.56 LO - EXISTING GROUND < @ CONSTRUCTION C/L o I -J -j Cf) 00 - FINISHED GRADE @ CONSTRUCTION C/L bi_ o o- N N LL (n (n of w r- I I ► � — -.i---------------------1�' 0 o ------------------ I I I i 203 LF - 18" SD S=0.20% 1 46 LF-48" SD S=0.07% 143 LF - 48 SID S=0.072% w L:��34"x24"CMP ARCH FL=20.62 z I U Q w CL �z 12 cn w z10 Z x 00 0 � N 1`0 I I I I EX 96" METRO N N 1`0 N SEWER 1-01 11 10 ooLno NIN N N wIw w w O _- n Ln 00 00 ( 0 o n r� 56+50 57+00 - ■ BHC Consultants, LLC 720 Third Avenue, Suite 1200 ■ Seattle, Washington 98104-1820 Tel: (206) 505-3400 CONSULTANTS Fax: (206) 505-3406 Formerly a Division of Berryman & Henigar 48„ SD LLl 12, _ J - 2 V- � CB —R/W Q TCE L-17, TYPE 1 STA 59+00, 55.08' RT zz 00 r' 0) w w J ILd 00 U (D �3: 3: W Ld ------ _--------------------- 0 89 LIF -12" SD (CL 52 DI) I S=0.20% ---------------- t 285 LF - 48" SD I w 0 � w w w z F-- V) � olz z z -10 00 Ln N N 00 00 I NNNLn I I I I I - O Ln I Ln 1`0 1`0 1`0 r 0 0 N N N N N N Li w w w wI1I cn l H �I 0 0 S=0.072% — O -- -- — — Q — 230 LF - 15" SD S=0.20% L-i Ln 0-) Ln Ln LO 0-) O 0 0 57+50 58+00 58+50 59+00 59+50 1 RECORD DRAWING HCS 3.12.10 MSV SURVEYED: CSR SCALE: H. 1 "=20' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: DJR V: 1 "=5' - DRAWN: PLS ONE INCH _ CHECKED: LCA AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R SCALE ACCORDINGLY APPROVED: LCA - - - - - - - _ Ln W 2U W L) O O + O (0 Q 10 V) W Z J U Q N 0 n 60 CITY OF RENTON Planning/Building/Public Works Dept. SCALE 20 0 10 20 40 (FEET) CONSTRUCTION NOTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. DEMOLISH CB TO MIN 3' BELOW FINAL GRADE AND FILL REMAINING STRUCTURE WITH CONCRETE CDF, OR COMPACTED SAND. 3. VERIFY DEPTH TO ADJACENT EXISTING UTILITIES (P, W) PRIOR TO CONSTRUCTION OF 18" SD STUBOUT. NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS. 4. PROTECT EXISTING METRO UTILITY TO REMAIN. GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00-U25. 2. OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN B-2e WITH BI-DIRECTIONAL VANED GRATE. 3. FOR PIPE DEMOLITION, SEE DETAIL 3 DWG U29 AND SPECIFICATIONS. 4. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. LEGEND: JOINT TRENCH, SEE SHEETS U49-U52 FOR PLAN & SECTIONS. D 3 14907 RECORD DRAWINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. NtiASg1�C 0035524 FC1 STE�� S SSIONAL ECG EXPIRES 06/06/07 CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE ++ LOGAN AVE. N. STA. 55+50 TO STA. 60+00 OFWA J 408�9 � IST SIONAL EXPIRES 04/26/07 4/17/06 FIELDBOOK: PAGE: DRAWING NO: SD06 SHEET: OF: 62 205 z rz x0 az v on N o ZO C-1 a d� ~ �o cz y CAI