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HomeMy WebLinkAboutSWP2702711.14T T N N i >L c) w Q z J L� CALL 48 HOURS BEFORE YOU DIG SSMH SSMH cal / / 96" CATCH BASIN .21 RIM EL-28.41 -9z �� /' IM EL=28.67 1-800-424-5555 RIM E -- - - _ 8 NW 17.91 8" N IE=17.91 000l/// 6"PVC E IE=23.96 8" SW F`17.91 8" SW IE=17.91 00 GG/ / 42"CC NE IE=20.8 *1 EASEMENTS 42"CC SW IE=20.88 / City Easements not shown for clarity. NEW BOX CULVERT CATCH BASIN 48"CC SE IE=20.84 There is a 10-foot Easement from the ASBU I LT LOCATION RIM EL-28.60 - 6 6"PVC NE IE=27.30 CATCH BASIN G 144"0 CATCH BASIN Outside edge of the box culvert, PRECAST BOX CULVERT RIM EL=25.21 cP. RIM E =29.48 -27.40 wide total. BACKUP POWER 6"DI E IE24.01 ��/ / \ 4 C NW IE=20.73 See Easement Drawing for City easement ANGLE SECTION, / / \ \� CATCH B^ SSMH SSMH GENERATOR - \ 2"CC E IE=20.92 SCALE: 1"=20' locations and recording numbers. RISER LOCATION REVISED, RIM EL2 /.41 RIM EL - 28.45 RIM EE=29.19 / / 3 72' CC _ _ _ 4"PVC N IE-25.51 18" E&W IE-16.45 SEE DETAIL 4 18" E&W IE=16.89 GAS METER 5� /t�,0/ ��A. 1�+22.39 - /p�, _ _ CENTER of STORM DRAINAGE NOTES `-' 4"PVC E IE=24.0' 12" S IE=16.95 6 8" NE IE=17.44 WITH BOLLARDS `b ��O/ "� XI T 144"� 3: 8" S IE=23.41 6" NE IE=17.75 X" N IE= / /POQ!�,O N=174391.97 00 6" NW IE=17.75 SURVEY COi�ITRL p BH-4 E=129955 .85 O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING PT.# 103i / p RIME 2�-��29. EX. 8" DDCVA CT. 52 AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. ��� �,�/ �/ i/ - vain N=174,36 Z. 8 i = CONNECT TO IN VAULT �� 6Z EX. 8"W FIRE SPRINKLER E=1�998 419� EXISTING / 3 O CONTRACTOR SHALL PROTECT EXISTING STORM PIPE G --�z N9i41- T�2o 13 SEE DETAIL 6 DURING CONSTRUCTION QWEST. PO"HOLED-NOT FOUN I ACCESS RISER #3, - / / MAYBE ON S SIDE (2-C WATER LINE - - �- EX. 1.5" - -- O3 CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF STD. COVER ' 29 T T T RELOCATION� T W c� / 12"W RIM=''28.60 METER SEE SHEET 7 - (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG / (PLAN �W-2114 w w d - �i � __ _- w - -- /;�,_ � w - � - w _` Di - - IN END OF EXISTING STORM DRAIN PIPE AND ABANDON SURVEY CONTROL 6•, c�8, 5S //// / 36" SEW PIPE IN PLACE. PT.# 104 8" I - / / * \ %8 W EN CA ENT NEW WATER LINE _ I 3 / 7 �EM ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR N=174301.57 *2 18 ' 18" S` Removed, 1 S SEE SHEET 7 E=1299251.32 RELOCATE QWEST CONDUITS SOUTH- 2 4" CO*ITS NORTH- 2 2" CONDUITS --- - TO TOP 24"� SEWER - - DID NEW ULTS ENCASEME , I PIPE CATCH BASIN RIM EE27.19 - 8" N IE=21.94 W VAULT 1 1 8" S IE-21.94 AC S RI #2, 33 p0 RI 7.1 f \A PRECAST BO V 4 ANGLE SE ON, �- S ER T ATI" RE 6 i 3 � G MATCHLINE - STA 12+60 *x AS -BUILT, CONSTRUCTION NOTES *2 QWEST conduits, 2.2' deE Relocated all conduits to no of box culvert. *3 TELE, GAS potholed, 2' d *4 Found 12" Conc Storm. Not active, cut and plugged ends. South end goes to old 42" CMP. *6 Found 24" Conc Storm. Not active, cut and plugged. *7a Found 6"conduit w/ 3 in it. Said to be old Boein line owned/maintained by Qwest for medical offices in Triton Tower Bldg. 7b Found 2 4" com. lines running east -west. *8 Casing 7" into Box CulvE Added Conc. ramp on both Approved BPB 88 007 Q4� of WAsk r O � V x �O <P 37338 q ww I S T �s`�IONAL SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN - - - - - + AccEss RISE #4;� 1 SS UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" - STD. COVER EL- 62 O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING RIM=30.10 00 ON�,O 18" E &W IE- 9.57 _ Tv 8"PVC S IE= STORM DRAIN PIPE. - - - _ 30 © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL - SEPARATION BETWEEN CATCH BASIN AND GAS LINE. - - - T L V� VaU T - 32T CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS - - - �/ E _ - THAN 6" FOR REVIEW BY CITY. NEW VAULT / / 31 6" O CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. 7 *6 1 / ANDOW SPRINKLER BH-3 WATER LINE VALVES ` �a ® CONTRACTOR SHALL MAINTAIN 12�� MINIMUM HORIZONTAL STA. 13+84. EX.Q ES IGONDUITS - *7 °�� SEE SHEETS-E� ❑ ^ SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONSTRUCTION BASELINE ANGLE POINT ❑ SOUTH- 2 4' CONDUITS /F,� - „ / N=174323.�45 - - - - -- CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS *4 NORTH- 2 2 CONDUITS �� W TER>> APPX 2.2' DEEP (TOP) /P�p�OO E=12993519.59/ THAN 12 FOR REVIEW BY CITY. PRECAST BOX �JLVERT VAULTS // OPSE GAS LINE RELOCATION ANGLE SE T16N PN STA. 1 +4� ' 90 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS STA. 12+70.07 / APPX STA. 15+60 l�IER ATION RE D ON CONSTRU TION BASELINE ANGLE POINT TO STA.13+65 w� SEt ETAIL 4 PROPO ED 17 WITH UTILITY OWNERS. - / / - - CULVERT NGLE POIN N= 76.11 / / 2 - 6 N_ 23 45 - - - 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE =1299256.33 E-129521.46 EXISTING 18" WITH CONSTRUCTABIBOXCULVERT. SEWER ENO VERIFY LOCATION AND 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING 1) :2" STW GAS: I.E. 2" TEL. ACCESS: RISER #2 ..............:....II Location .Revised.. ............................................ At Riser IE=20.12 ,IG8"SD :11 : = F , IE 21.89 12" :AC SANITARY SEWER ................ per Construction E. 17.56 Notes Relocated QWEST Conduits EXPIRES: 8/20/2007 AS -BUILT SURVEY BY: Axis Surveying & Mapping 3l4/2008 STAMPED BY: ALLEN W. GRISSOM C❑NSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 0 N : 5 /14 /0 8 SEATTLE, WASHINGTON 98109 (206) 284-0860 P L S #419 5 7 EXPIRES: 1 /6 /10 D-21 I I I 4 ACCESS RISER #3 : Cut, Plu: ged, Filled, :Abandoned 42" CC�-. STORM -_ 19.6-- Location Revised At Riser IE. 20.26 Potholed,: 4' down 2" STW G:AS '�� -c�2 Not 2" PVC TL I.E. 26.8±, 6" T:EL(?) I.E. 2595-+ EXISTING GROUND 8" DI WATER .......... .............. © CL PROPOSED ........................... ........... K.E. 27.17 4'x6BOX CULVERT 4" PVC ELEC I.E. 27.4± 1 REVISED OHPW AND OHCOM LINE LOCATIONS DWC 1 5 7 7 SURVEYED: VI 4'BOX CULVERT ALIGNMENT SAC 0 7 DESIGNED: REVISED STORM LINE AND STRUCTURES PER DWC 12-2-10 B.B. AS -BUILT SURVEY. REMOVED UNNEEDED DRAWN: P.M. > , CHECKED: S.C. N0. REVISION BY DATE APPR I APPROVED: B.B. SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL NAD 1983/1991 j C1 T Y OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STORM PIPE I NEW BOX CULVERT. LOCATION OF 8 PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 0 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 13 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 1� PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. 20 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. RECOMMENDED FOR APPROVAL By:_Daniel Carey---- Datc-:-4/9/07- B y: Date: ------- By`---------------- Dater ------- By: ---------------- Datel-------- DATE: 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT FIELDBOOK: PAGE: DRAWING NO: PLAN AND PROFILE SHEET: 5 OF: 12