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HomeMy WebLinkAboutSWP2703149.965+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 SURVEYED: SCALE: 1 RECORD DRAWING HCS 3.12.10 MSV csR VERTICAL: NAVD 1988 CITY O F �► - ■ BHC Consultants, LLC DESIGNED: H: 1 » =20r HORIZONTAL. NAD 1983/1991 WHFdC'-.'1111i1( 720 Third Avenue, Suite 1200 DJR V: 1 "=5' RENTON Seattle, Washington 98104-1820 DRAWN: �V '� Tel: (206) 505-3400 PLS ONE INCH CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. LCA IF NOT ONE INCH Formerly a Division of Berryman & Henigar N O . REVISION BY DATE AP P R APPROVED: LCA SCALE ACCORDINGLY 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com Q o z N II o0 EXISTING GROUND cl z Q N z N 0 o � I� @ CONSTRUCTION C/L Ld L _00 N w ,'� N N `�Ln Of? N 00 O OUU QfN�oOWO' _ QIQ IWCH FINISHED GRADEw @ CONSTRUCTION 0In � W Q NL-1 m cn W Q Q to NcN Y O��WVW W 30 a_(� ------�Q-� ---- ----- I J -- — \ /— ------I 0 W --------------------- -- �----------------- ------------�\ V2) W 109 LF 18"W W SD S=0.48� SD 0 W/ 117 LF— 12V) S=1.50% O o O O ---------------------------- o+ 187 LF - 48" SD S=0.072% 292 LF - 48" SD CO 1" S=0.072% � 42" SD C0 18SDD (@ 12 SD ) WV #L-4 �1 S=1.21% �� IW 3 IW � CO CO W . SEE DWG SD26 �- W z o z z 1---z z i- z (n ozz ozz ozz olz (n W 00 00 00 00 N 00 N N N N W Z1 00 �=� Z J 10 1 11 1 1 1 1 I 11 1 1 1 1 10 J C. = Ln Ln ro M 0) 00 00 I\ O 2 ti og WASkf� O') O) N N N N N N N N N Q Q � � cc oil;:; W W W W W W W W W W W ¢tip �ww D0 00 Q0 00 cfl 00 (0 00 Q 00 AL I� N O 00 r CO Ln -0 Q0 1 00 CDN O� rn 0-) � EXPIRES 06/06/07 0p 00 00 00 00 00 00 00 00 N N N �` N N N N N IN N N N N N IN N N CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA, 64+50 TO STA. 69+00 SCALE 20 0 10 20 40 ( FEET ) ECONSTRUCTION NOTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. EXISTING BUILDING TO BE REMOVED BY OTHERS. 3. DEMOLISH STRUCTURE TO MIN 3' BELOW FINAL GRADE AND FILL REMAINING STRUCTURE WITH CONCRETE, CDF, OR COMPACTED SAND. 4. REMOVE AND DISPOSE OF 36"/42" STORM DRAIN. REPLACE WITH NEW 42" STORM DRAIN. 5. CONNECT 8" TEMPORARY SD TO EXISTING 8" CONCRETE SD PER DETAIL 3, DWG SD28. MAINTAIN CONNECTION UNTIL APPROXIMATELY DECEMBER 2006 (CONFIRM DATE WITH ENGINEER). THEREAFTER PLUG 8" LINE AT SDMH #L-22 WITH MINIMUM 12" OF CONCRETE. 6. BACKFILL AROUND NEW SD WITH CDF FOR A MINIMUM OF 5' TO EITHER SIDE OF EXISTING UTILITY. 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 STANDARD PLAN B-2e WITH BI-DIRECTIONAL VANED GRATE. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL DWG U29 AND SPECIFICATIONS. 4. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. LEGEND: JOINT TRENCH, SEE SHEETS U49-1-152 FOR PLAN & SECTIONS, D=3 14909 RECORD DRA WINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. FIELD o/17/06 PAGE: DRAWING NO: SD08 SHEET: OF: 64 205 z 17'z �y x70 ozi o� N Oj d� W �° cz