Loading...
HomeMy WebLinkAboutSWP2703149.19CB 10-10, TYPE 1 -OC C� ❑ ❑ I / . SDMH P-3, TYPE 2-60 STA 61 +01 .68, 28.42 LT CB 10 12, TYPE 1 STA 59+50, C/L GRATE 28.03 I STA 62+51 , 28.08' LT O ill IE 24.93 GRATE 29.25 .-� �G I`� Q o ❑ I E 26.12 0 �,�� / ❑ PIPE END CAPPED FOR W _ / FUTURE EXTENSION N 10TH ST STA. 59+78.23= I N 10TH ST STA. 62+95.86= 0/ PARK AVE N STA. 38+34.77 STA 61 +40, 39.50 LT _ I 21.15 DRIVEWAY STA. 10+00 r SDMH 10-2, TYPE 2- 8"wV _ z W ❑ / rn STA 61 +40, C/L SEE #DWG 1SD26 CB 10-1 1 A, TYPE 1— �.0 15" SD � / — STA 61 +75, 28.08' LT T�= _ - ' ❑ 0") LA o — — _ 5 No10TH ST. 6 �= + 2 — — Un SD 0) / I Sp Sp I o - -� � C/) N ih Q _If _ I 3 La � � N SDMH P-5 18 SD v+ 0 rn Z / ❑-- / SEE DWG S D 2 3 •. ---__ - -____ _ _ - - 159 LF - 18 SD /-z _ �� / / CONSTRUCTION C L I SD 0 / _ Jr { / � S_ 12 0.53% � I � Q l / 12 Sp ❑I — _ 2 // � � — _ _ � TICE CB 10-1 ❑ TYPE 1 L-OCF ❑ STA 61 +01 .68, 28.17 RT ZCB 10 13, TYPE 2 48 I / / I STA 62+51 , 27.1 9 RT N. 1 OTH ST. 40 Q Ln STA. 62+95.86- 40 o ❑ o N ❑ 00 DRIVEWAY STA. 10+00Li Li O N ELEV=30.47 > Q c� Li `�� l= w❑ f ; v 0 N NN � EXISTING GROUND v Lno00 ch j Ln o Cn m @ CONSTRUCTION C/L Qcn o oo C11)Cf) � w W (0 mmLi o a U0< 00 = N �- 3:= o FINISHED GRADE Q iQ Q C e- 0 ry 0 o ❑ � w N o -`- ----------� ❑ @ CONSTRUCTION C/L U I - -_-_ O V) -D LL- o w-----------L-- cn o' cn cn L---------- 30 _ --- 30 _ Uj SD @ 1.05% 1 71 LF - 12 SD @ 0.77% Li,J 51 LF - 12)' I - - - - - _ 159 LF - 18 ' SD S=0.53% 132 LF - 12" SD t) Ld 51 LF 15 SD - -- 55 LF ❑ / ❑ ' r - I I ILd - LiI ' � 18 SD 157 F - 12" SD S=0.76% S=0.20% Lv� V S=0.20% I ❑ ) 0 O 20 S=0.20% 135 LF — 24" SID O O S=0.20% 20 l + 1 I 0 0)I l l I PO L0 '� WV # 10 -1 CO w . � IN w � � w � w SEE DWG SD26—/ Q -+ of I o z I � Q � zz o� wl� © Dz �Izw > > V) zlo� -I- <o z o 0 oz 0 NN o zlo V) Q W 10 Ln 00 I — N� 1N N N N -4-00 00 I I I N N N 10 w Z � N N Z J I I z I I �I III I I Ln Ln 1 1 I I J cn w _ �� 00000000 > �I� I ►�►� r`I�� `n`n N �� _ 16 Q w 00 00 O o N N U Q NO N N O N N J 4 WW NIN �— N N N N N Q W W W W IW z❑ W WLn W W W W W W W W 001 �C' 00 O 00 O Cfl N a� N 'Do 0-) 00 00 N CN Chi N N N 00 59+50 60+00 60+50 WHP Mika- - ■ BHC Consultants, LLC 720 Third Avenue, Suite 1200 ill(Seattle, Washington 98104-1820 12100 NE 195th St. Ste 300 Tel: (206) 505-3400 Bothell. WA 98011 CONSULTANTS Fax: (206) 505-3406 425-951-4800 Fax 425-951-480ft www.whpacific.com Formerly a Division of Berryman & Henigar CD C7 In Ln 00 00 N N 61 +00 N0. M Ln CD 00 00 00 N N 61 +50 RE!-S�-N N-) r� O - N Cn N N 62+00 -ICS 3.12.10 MSV SURVEYEDCSR DESIGNED: DJR DRAWN: P LS CHECKED LCA B Y ��' AT R R APPRovED: LCA d-) CD _ 00 Ln 00 D-) 0-) ❑ O O N N " r� N 62+50 63+00 63 SCALE: /� VERTICAL: NAVD 1988 H: 1"=20' HORIZONTAL NAD 1983/1991 MY Y OF -5 _ RENTON ..11 ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE 20 MEN ONE 0 NI 20 i 40 -(CONSTRUCTION NOTES .. PROTECT EXISTING QWEST UTILITY TO REMAIN. 2. PROTECT EXISTING BOEING UTILITY TO REMAIN. 3. CONNECT EXISTING 36" CONCRETE SD TO REMAIN TO NEW SDMH. 4. 57 LF - 12" SD S=0.20% 5. 69 LF- 12" SD S=0.93% 6. 71 LF- 12" SD S=0.77% 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 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. D-314919 RECORD DRA WINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. C. wasyA 0035524 'P t �I Si 6 � Sf0NAL C EXPIRES 06/06/07 CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE 10TH AVE. N. STA, 59+00 TO STA. 63+50 DATE: FIELDS /,17/06 PAGE: DRAWING N0: SD 17 SHPF- )F 74 205 �x jz 0 �z z� 1 �z� O Omni �C MI _c cz