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HomeMy WebLinkAboutSWP2703149.2340 N r-/-\M \ hiVt IN, JU-rUU.UU= N 8TH ST STA. 72+37.34 CL ELEV=30.35 z I� z zbi N N OIL OPIti 0 Q c L �, W LF 24 SD cf) W S=0.21 W 20 O LO I z EX QWEST + NIA 3: TELECOM TO O) z O z REMAIN N ELEV 24.3-26.1 ± d- N (0 ►) 00 Q 10 W N N N N N N Z — w w w J H Q c0 00 Ln uJ �.� N� O 0 � CD O r^ -7r% . n^ WHPdClrll( 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com o O o O + O o O EXISTING GROUND Q 0 o @ CONSTRUCTION C/LzNI-- I � �II ' � N �6rn N U W + -rQO z— �Ln a-w ffl zw 1-0 3: >0 Q 1 rN> W > Q Q mlY 3: :2 m Of QQofJ O W U0 Y Q:� Q >> — W Vo UCH (Z (n Q F— J Y - - - - - - - - - - b 125 LF = 12" SD I W 361 LF — 36" SD / S=0.21 V) W rn rt Ln _ O Ln LnCDco CDO O O O rq rq D+50 31 +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 S=0.20% EX 8" HP GAS TO REMAIN ELEV 25.3-26.0± EX QWEST z I TELECOM TO REMAIN 0 ELEV 25.6-26.7± z N 00 �I (0 N (6 r--� N N W W C O C%0 OO O O O O c�%O 31 +50 32+00 32+50 33+00 Al RECORD DRAWING HCS 3.12.10 MSV SURvEYEcsR SCALE: H: 1 ��=20' DESIGNED: DJR V: 1 "=5' DRAWN: PLS --- - - ONE INCH CHECKED: LCA AT FULL SCALE IF NOT ONE INCH APPROVED: 7. REVISION a �Y DATE APPR SCALE ACCORDINGLY LCA W 1 8 LF 36" SD S=0.20% 20 N H z cn I w Ld c o l W zD�� 10 Z —Ozzz z-- —'0 J (0(02 N00 NN �nCO U I- r- N r— 0) O' I 0 ��coln� cflcD N N N N N IN IN w W LLJ W W WW I";0 �� N c c' . c : O O c\i0 r�,0 0 33+50 34+00 VERTICAL: NAVD 1988 R C TY 0E HORIZONTAL NAD 1983/183/1991 �►6MLRENTON DA I U V Planning/Building/Public Works Dept. -w SCALE 20 0 10 20 40 ( FEET ) E]CONSTRUCTION NOTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. PROTECT EXISTING CITY OF RENTON UTILITY TO REMAIN. 3. PROTECT EXISTING 8" HIGH PRESSURE GAS TO REMAIN. 4. PROTECT EXISTING QWEST TELECOM TO REMAIN. 5. ABANDONED GAS LINE, VERIFY WITH PSE. 6. DEMOLISH STRUCTURE TO MINIMUM 3' BELOW FINISH GRADE, AND FILL REMAINING STRUCTURE WITH CONCRETE, CDF OR COMPACTED SAND. 7. BACKFILL AROUND NEW SD WITH CDF A MINIMUM OF 5' TO EITHER SIDE OF AND/OR UP TO MIDPOINT OF EXISTING UTILITY. 8. 40 LF — 12" SD S=0.20% GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00—U25. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3, DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN B-2e WITH BI—DIRECTIONAL VANED GRATE. Doll JOINT TRENCH, SEE SHEETS U49—U52 FOR PLAN & SECTIONS. RECORD DRA WINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. D=3 14923 WA$S�j1�G a � � 0035524 I s T Egg �SS10NAL ��yG EXPIRES 06/06/07 CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON FIELDBOOK: PAGE ROADWAY IMPROVEMENTS DRAWING N0: STORM DRAINAGE PLAN AND PROFILE SD21 PARK AVE. N. STA 29+50 TO STA. 34+25 SHEET: OF: 78 20;