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HomeMy WebLinkAboutSWP2703149.200) C'7 o A/ WV #10-1 LU SEE DWG SD26 I° —TCE —� e— R/W to� ' lUl -_ W W W 64+00 u 0 LO JU) 0) �00 11 (O 12" SD 12" SID V) - - - - - W Z — - - -� CB 10-14, TYPE 2-48" = STA 63+83, 27.19' RT H < CB 10-16, TYPE 1 STA 64+37, 28.08' RT 40 ry w LO o oM U � oiw (lo I— w Q U � m c U _ U C� Q — ----- - -- - - - - - � 0 - 30 M n 54 LF — 12" SD LI III jk I I S=0.20% .,1i Ld w to 20 � I 0 Lc) z + 3: w F- (0 —1— o Q N N 00 10 W W r7 c0 O M Z N 1 N N w w w 0 0 50 64+00 WHPdClfll'c - 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com CB # 10-15, TYPE 1 STA 64+37, 28.08' LT GRATE 30.30 I E 27.20 65+00 TCE� I �I CB # 10-17, TYPE 1 - OCF STA 65+86.94, 28.42' LT GRATE 29.63 IE 26.53 N. 10TH ST. STA. 64+90.93= DRIVEWAY STA. 10+00 CONSTRUCTION C/L N. 10TH ST. ,r so CB ## 10-18, TYPE 1 — OCF STA 65+86.94, 28.42' RT 0 0 J ON lO N +I (n I TCE i 00 i e TICE i N 10TH IST STA. 66+72.36= 66+ LGARDEN IAVE N STA. 10+52J8 36_ 67+Q0_ L—I1 I II �O N N. 10TH ST. STA. 64+90.93= Ln DRIVEWAY STA. 10+00 z � 0 40 ELEV=30.59 ,� LO — + ao >+LLi 0z . EXISTING GROUND N _ @ CONSTRUCTION C/L oI w U c/) Q o N FINISHED GRADE ml � 11' 0 @ CONSTRUCTION C/L v 0 z0 30 150 LF - 12" SID O S=0.20% N IN M c6 I (6 O N N N own mannn IN0110 =01 C0 O 00 N-)rq 64+50 0-) -LLB N ": N 0 0 = 0- ro n 65+00 65+50 O -" N 0 66+00 - ■ ■ CONSULTANTS Formerly a Division of Berryman & Henigar BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington 98104-1820 Tel: (206) 505-3400 Fax: (206) 505-3406 Al RECORD DRAWING NO. REVISION 20 10 C O -- 66+50 HCS 3.12.10 MSV SURVEYED: csR DESIGNED: DJR DRAWN: PLS CHECKED: LCA BY DATE APPR APPROVED: LCA SCALE: VERTICA:1988 H: 1 „=20' HORI 0 TALL NAD D1983/1991 }= CITY OF v: 1"=5' .� RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE 20 0 10 20 40 ( FEET ) L]CONSTRUCTION NOTES 1. PROTECT EXISTING BOEING 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. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR TO BE REMOVED AS NECESSARY. 4. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3 DWG U29 AND SPECIFICATIONS. LEGEND: JOINT TRENCH, SEE SHEETS U49—U52 FOR PLANS & SECTIONS. RECORD DRA WINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. D=3 14920 Asg � �ti � WAR�G� 0035524 �� 6 408 9 FG 1 S T E�� w CIA 111G 1 ST SSIONALG SSIONALG EXPIRES 06/06/07 EXPIRES 04/26/07 DATE: CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON FIELDBOOK: PAGE: ROADWAY IMPROVEMENTS DRAWING NO: STORM DRAINAGE PLAN AND PROFILE SD 18 10TH AVE. N. STA. 63+50 TO STA. 66+72.36 SHEET: OF: 75 20; (ab IL) - 1L- ao