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HomeMy WebLinkAboutS-3149230) cy) W 17— 13L Too* c*4 W Z U) W W cf) L0 04 F V) W z 3: CJ ,rem 04 :D C/) UJI LLj c/) LO 04 -j- • cf) Ld Z :3 4'r - 0 F-_ 0 0 00 0; z 1%1) 40 a 0 - 00:' z N 00 DO oo X X bi L-Ij Lij Ld — N coo 20 Lo 0 u; 0 0 (3i r) tr) 0) c\j . cq c1q c1q 34 50 35 O 3350 Monte Villa Parkway Bothell., Washington 98021-8972 (425)951-4800 (425)951-4808 Fax whpacific.com mI - MATCHLINE STA. 59+00 EE SHEET U16) m _4 cn -91 cn W z /�v PARK VE N STA. 38+34.77= N 10T ST STA. 60+11-87 u") ELEV= 8.44 00 V_ 0 f—EXISTING GROUND 20 0 10 20 40 a LO N-4 rl*-- U) --H 2. WATER CROSSES .UNDER JOINT TRENCH W/ MINIMUM 12" CLEARANCE, SEE DETAIL .2 DWG U27. F @ CONSTRUCTION , C/L. FOOTINGS), FIRE HYDRANTS, AND PIV$S. CUT AND %fl U) 2 04 Z c1q PROTECTION MAIN WITH Mi CAPS, APPROX. 3' BELOW 001) V) 6 0 3:: N . n �4 < X 00"% to) EXISTING GROUND DISPOSING OF WATER. UJ 0 W N W 04 X (104. t�lar 0 W C*4 @ TOP C F ISLAND `EE NTO STAND RD P B SrO WiTK C-OF A . cr- 15 - 70 4KJf- -ro 'r- W uj PAD or,3 -TT,-)P OP �SC) rum F I k M I a 4'-0" MIN COVER A r,C)ILO N 0") 00 dr\ m c6 0-)lo6 c1q N N N REVISION • Ef IN 0 W 3: W W 0 20 SEE G NERAL + NOTE 2-, TYP CD K) to W z j O.0 ) 00(0 07 0 O u) t 4- t O) 06 00 OO 00 000 N 6 6 0 6 0 ') N N C'4 38+00 38+50 39 VOWAU NAVD 19M H: 1 "=20v HOROMMU IM IW3/IWI CITY O F V.- 1 " =59 1 'A� .� R E N TO N I ONE R" I DATUM AT SAL SM-E IF not' OW NM Planning /Building /Public Works Dept... SC" ACCOMMOW SCALE 20 0 10 20 40 FEET 000NSTRUCTION NOTES . 1. PROTECT EXISTING BOEING UTILITY TO REMAIN, 2. WATER CROSSES .UNDER JOINT TRENCH W/ MINIMUM 12" CLEARANCE, SEE DETAIL .2 DWG U27. 3. REMOVE AND DISPOSE OF BOLLARDS (INCLUDING FOOTINGS), FIRE HYDRANTS, AND PIV$S. CUT AND CAP CAST IRON (CI) PIPE RISERS FROM. 10" CI FIRE PROTECTION MAIN WITH Mi CAPS, APPROX. 3' BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP 10 CI ABANDONED FIRE PROTECTION LINE. DRAIN LINES BEFORE CAPPING, DECHLORINATING AND PROPERLY DISPOSING OF WATER. 4. STA 38+95t 36.56 ' RT FIRE HYDRANT ASSEMBLY SEE RE ON STD PLAN B1 02 (104. t�lar 0 rN c-t!S 5. STA 38+84.92t 66.00$ LT 2" TAP FOR IRRIGATION METER & BFPI `EE NTO STAND RD P B SrO WiTK C-OF A . cr- 15 - 70 4KJf- -ro 70f OF- :SD LOZ2- FLAq_ U -FH t PAD or,3 -TT,-)P OP �SC) 6 D 2 Z_ ftg- D0A I W k6C, ACV[ S; to rQ1:5 GENERAL NOTES, 1. FOR STORM DRAIN LOCATIONS, SEE DWGS SDOO—SD25. 2'# FOR VERTICAL AND HORIZONTAL PIPE JOINT DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO MORE THAN HALF OF MANUFACTURER'S RECOMMENDED MAXIMUM. 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE PER ANSI/AWWA C105. bv W& vv 00153-2-4 0, '91 S TV, V, IONAL EXPIRES 06/06107 CITY OF RENTON DAIE 4/17/06 SOUTH LAKE WASHINGTON ME ROADWAY IMPROVEMENTS mwm NO.. UTILITY PLAN AND PROFILE U22 ,.. PARK AVE. N. STA. 34+25 TO STA. 39+00 104 204