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HomeMy WebLinkAboutWTR2703149_16 �_ I SCALE r 7� N. 1OTH ST. STA. 57+53.90 20 0 10 20 40 STA 57+20 22 LT DRIVEWAY STA. 10+00 t-- FIRE HYDRANT ASSEMBLY ( FEET ) M (— LL 20' BLDG �FTBA(K f INF O SEE RENTON STD PLAN B10 � N STA 57+60 18' LT 0 1 - 12"x 10" TEE H ^ �- 9' FROM 1 R/W 2-12 GATE VALVE 1 1 a STA 55+15.28, 22.00 LT I 0 FACE OF _ -1 - 10" GATE VALVE FIRE HYDRANT ASSEMBLY CURB- _ — _ _ 1 E] CONSTRUCTION NOTES SEE RENTON STD PLAN B102 R/W ❑ 1 SD ❑ - ' 1 . REMOVE TOP OF PILING TO MINIMUM 2' BELOW I ❑ "12 W W W WATER LINE. / N CO 2. STA 55+89. 10, 18.00' LT NSTRUCTION C _ /L W BEGIN 400' COMPOUND CURVE W , , 57+00 _ — 58+00 _ — _ 59 W W o ---�- —}-- . � « 12" SS O O +Op / St. _ O t[) v� _ LO 12" SS ❑ Ell ❑ _ _ _ _ _ _ Q GENERAL NOTES: n _ _ — — " I RAW 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS - _/ STA 57+46.09, 12.95 RT L _ W SD00-SD25. W 30 LF - 8 PVC SS SSMH #10-4, 48 Z Z S=0.0047 FT/FT J 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT ----- — - DEFLECTIONS IN WATER LINE, DEFLECT PIPE STA 57+60.5 42' RT =TEMP BLOW—OFF ASSY. JOINTS NO MORE THAN HALF OF = I U R/W -- H MANUFACTURER'S RECOMMENDED MAXIMUM. STA 57+46.09, 42.50 RT 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL STA 55+84, 35.4 T PIPE END CAPPED FOR BE WRAPPED WITH BLACK, TUBE-FORM WATER METER FUTURE EXTENSION POLYETHYLENE PER ANSI/AWWA C105. -- I CLEANOUT PER RENTON STD PLAN B076.1 WATER ELEVATIONS APPROXIMATE EXCEPT j • r r a • -, r I- 1 r ❑ M i IE 17. 17 WHERE NOTED. Fill LEGEND: I � F JOINT TRENCH SEE SHEETS U49—U52A FOR PLAN AND SECTIONS 40 � _ � 40 3 Z z Q I Q I ® EXISTING GROUND © @ I "' = I o co C� CONSTRUCTION C/L o rn � = N. 10TH ST. STA. 57+53.91 = 0 00 I� a _ _ o N FINISHED GRADE I 1 N DRIVEWAY STA. 10+00 N z w @ CONSTRUCTION C/L i w j cn w N I > W '�_ - I --- - - - --- -- --- ---- -=-- � — -----------_ — -- -_ - - _� __ - - -- - , W 30__ -- - - -- --- - - - - - - "ro>v Com) n y N c1 J W I o W a 1 W 0 LF - 12,. u ! ( I W d W _ 40Q _ 0 --�- cn > o _ I v OO 4'-0" MIN COVER AT i C C/L OF PIPE, TYP .. �' 20 �_�_ __ __ SEE GENERAL L� NOTE 2 244 LF - 12" PVC SS LO 368 LF -12" PVC SS S=0.0050 FT/FT I Q RECORD DRA WINGS H (n S=0.0050-- ---- — _—�_ I _____. _ -. PREPARED BY WHPACIFIC, I FEBRUARY 2010, BASED W � w I W ON CONTRACTOR RECORDS. Z U' ' Z N N 00 ; J 10 = rl-olco 0 H I W 314917 _ www C . A WA CID 0035524 O �� N N II r f11- SIGNALO) N N N Q� � cv 0 00 r- cD r 0CN CN CN O3 0 6� C6 m 0 - 0) EXPIRES 0 6/06/07 N to) N 0 0 I0 f N� N N N N N N 04 N N N N N N N 00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59 Al RDRAWING H 1 .1 M V SURVEYED: SCALE: VERnCAL: NAVD 19N DATE:- ■ BHC Consultants, L.LC CSR H: 1"_20' HORIZONTAL NAD 1983/1991 CITY OF CITY OF RENTON 4/17/06 DESIGNED: WH w 720 Third Avenue, Suite 1200 DN V: 1"-5' SOUTH LAKE WASHINGTON PAGE: ` Seattle, Washington 98104-1820 DRAWN: Pis RENTON ROADWAY IMPROVEMENTS PAGE. : Tel: 206 505-3400 ONE INCH °R""""G NO. 12100 NE 195th St,Ste 300 ( ) DATUM Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 16 425-951-4800 Fax 425-951-4808 IF NOT ONE INCH www.whpacific.com Formertya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVEL`A SCALE ACCORDINGLY 02 N. 10TH ST. STA. 55+50 TO STA. 59+00 SHEM: 1OF,205