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Home My WebLink AboutOlivet pump House12" OPENING ELIMNAED AND NEW EXTRUDED CURB CONNECTED W1111H E ;FISTING C((£U�RB PER RFiP ;63 AND TRENCH EL INI ' D PER i jt" I,._06 35c iww�lRVr r BRONSON WAY . 4 .Z 142 1 s %4`� 147 M w - sP 14"C ,. - fi 10"F 20 Gr' 16"F 14"F s s 10 9 8.. 3 EXISTING FENCE TO „°-„ F e�}'REMOVED. - ..::. .. .. PROPOSED CLEARING ,. ,1 LIMITS 5 FEET EACH SIDE °2Q"F 1�' EXiST1NG CITY OWNED 5 (2 ) 211 PVC Conduits OF PROPOSED FENCE. 10"F 22 MA PROPOSED CHAIN LINK FENCE' WITH 3 STRANDS OF BARBED WIRE. SEE DETAIL ON DWG N.O. C09. CLEAR BRUSH 5 FEET EACH ,4 SIDE OF FENCE. 6 12 count fiber 00 kVA PAD -MOUNT SERVICE TRANSFORMER. TOP OF PAVE: 152.39' /LOCATION OF RELOCATED 3-PORT FIRE HYDRANT. CONTRACTOR SHALL 9p N PROVIDE .ALL MATERIALS REQUIRED '70 REINSTALL THE FIRE HYDRANT 0 Q PER CITY OF RENTON STANDARD DETAIL DRAWING B102 INCLUDING A T R> ADAPTER. APPENDIX FOR STANDARD DETAIL. S O ZSEED O APPROX. 90 IF OF INFILTRATION TRENCH TIN VALVE VAULT EXISTING L s l�C N 18015307 RESERVOIR E 1304517.13 TOP OF PAVE:154.00' NORTHWEST CORNER OF PROPOSED BUILDING: =TBM "J"=152.78' N 1$0151.99 (REBAR W/CAP) E 1304515.87 \ ORIENTATION OF PROPOSED 'sue BUILDING WALL- S 40 40 4 E ' \ TBM "I"=153.30' (HUB/MAG/WASHER) � 1 Y --- : i . ! d :i- i ! WON • • ! MEMO 1111111111MMIM11: , ,I : • -- WIN !. . ��% ,_ • ' i : -�. III I ,',. !'M r _ re y :-i 1 : •. ! is : / ; !) r VAN wail Keiji W01 1 11 i • • -- m ! TBM "H"=152.56' (LEAD/TACK) CONTRACTOR SHALL COMPLETELY GA -LE E L MI ED AND FImmNCE - REPLACE EXISTING FLOOR DRAIN AND PIPING TO EXISTING MANHOLE.BOUS1SIRUMP O ON PFR , , ,OP O : P PROPOSED 6' WIDE GATE PERK` DETAIL. SEE DWG NO. C09..ZIJ :t ! t ! ! i i•IWIMA11111111ill1 ` i ILIA !' MORE INFORMATION. LT ENGINE GENERATOR FUEL FILL LINE, SEE DWG NO. E09 FOR MORE INFORMATION. IG PROPOSED 14' WIDE ASPHALT )ED DRIVEWAY PER DETAIL LT SEE DWG NO. C09 EXISTING ROCKERY. DO NOT DISTURB. 31 f SOUTHEAST CORNER OF PROPOSED BUILDING: N 180144.02 E 1304564.90 EXISIk ga33 f I t§ f ENCE PE w ,r I e EXISTING TREE TO BE REMOVED (TYPICAL). PROPOSED ROCKERY PER DETAIL ON DWG NO. C09. .' ROCK WALL DRAIN, TO \ £ DAYLIGHT ,3 PROPOSED GENERATOR BUILDING POPOSED --- '--�,Q`' WIDE CONCRETEy ADEWALK PER DETAIL, SEE DWG NO. �I 07 / PROPOSED CHAIN LINK FENCE S WITH 3 STRANDS OF BARBED n rr r i 4` - WI DET IL DW K =157.10N. RE. SEE A ON G N0. RE' CAP . a� \ EACC09. CLEAR BRUSH 5 FEET 153 " \ H SIDE OF FENCE 16 3" PVC Conduit ~\ Sr 12 count fiber x ..• % ° - �` ' to pump house 108 \ PROPOSED 3 RACEWAY WITH PROPOSED HIGH VOLTAGE CABLE. SEE TRENCH DETAIL ON . DWG NO. E08. / \� "A a LA \ (2 1 x-Existing I --� EXISTING TELEMETRY w, Ty e 2 Box _ _' EXISTING LH VOL`fA _ ! I AND POWER CONDUIT TSB kFUTURE F POWER V LILT (TYPICAL). '� xRESERVOIR FENCELINE ADJUSTED TO MISS EXISTING TREES AND VAULTS Sp 151 PER RFI-013 k --^- m 14 >`s60 146 EXISTING TELEMETRY VAULT. \ �S ">P EXISTING CONDUIT AND VAULT \ SYSTEM TO BE REUSED. \ �- � r oft 0% Aft 1" 20' NOTE: CONTRACTOR SHALL CALL FOR A UTILITY LOCATE AND SHALL POTHOLE TO DETERMINE LOCATION OF EXISTING UTILITIES TYPICAL ALL ELECTRICAL NOTES 1 1. SEE DWG NO. C04 FOR CONTINUATION TO CEDAR RIVER PARK. CONTRACTOR SHALL INSTALL PROPOSED CONDUCTORS IN EXISTING CONDUITS AND VAULTS BETWEEN THE MT. OLIVET RESERVOIR SITE AND THE EXISTING VAULTS LOCATED ON THE NORTH SIDE OF MAPLE VALLEY HIGHWAY. 2 2. PROPOSED 3" RACEWAY CONTAINING PROPOSED GENERATOR START AND ATS FAIL SIGNAL CONDUCTORS FROM EXISTING AUTOMA11C TRANSFER SWITCH LOCATED AT WELLS 1, 2, AND 3 PUMP STATION. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR INFORMATION. PROPOSED 3" RACEWAY SHALL ALSO CONTAIN PROPOSED FIBER OPTIC CABLE FROM NE 3RD STREET. CONTRACTOR SHALL INSTALL A NEMA 12 12a W x 12n H JUNCTION BOX BELOW SIGNAL CABINET FOR TERMINATING FIBER OPTIC CABLE. CONTRACTOR SHALL COIL 10 FEET OF FIB ER OPI1C CABLE IN PROPOSED JUNCTION BOX. THE SIGNAL CONDUCTORS FROM THE AUTOMATIC TRANSFER SWITCH SHALL BE ROUTED THROUGH THE PROPOSED JUNCTION BOX TO THE PROPOSED SIGNAL CABINET. 3 3. PROPOSED ELECTRICAL VAULT, UTILITY VAULT 3030-LA OR EQUAL. CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT FROM THE MT. OLIVET SERVICE TRANSFORMER TO THE MT. OLIVET BOOSTER PUMP STATION MAIN DISCONNECT IN ORDER TO REUSE EXISTING SER1lICE ENTRANCE CONDUITS TO SUPPLY POWER TO THE EXISTING BOOSTER PUMP STATION FROM THE PROPOSED MT. OLIVET GENERATORBUILDING. L� 4. CENTERLINE OF PROPOSED RACEWAYS FROM THE EXISTING MT. OLIVET BOOSTER PUMP STATION TELEMETRY PANEL TO THE PROPOSED MT. OLIVET GENERATOR BUILDING SIGNAL CABINET. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR SIZING. 5. CENTERLINE OF PROPOSED RACEWAY FROM THE EXISTING SERVICE TRANSFORMER TO THE PROPOSED GENERATOR BUILDING MAIN DISCONNECT. SEE DWG NO. E02 FOR MORE INFORMATION. 6. CENTERLINE OF PROPOSED RACEWAY FROM THE PROPOSED GENERATOR BUILDING TO THE PROPOSED ELECTRICAL VAULT IN ORDER TO SUPPLY POWER TO THE EXISTING BOOSTER PUMP STATION MOTOR CONTROL CENTER. SEE DWG NO. E02 FOR MORE INFORMATION. 7� 7. CENTERLINE OF PROPOSED RACEWAY FROM THE PROPOSED GENERATOR BUILDING LIGHTING PANEL TO THE REMOTE FILL STATION FOR POWER. 8. ALL PROPOSED VAULTS SHALL BE INSTALLED NTH LIDS UTILIZING PENTA-HEAD LOCKING BOLTS AND SPRING NUTS IN ORDER TO BOLT TO THE VAULT FRAME AND COVER FOR LOCKING PURPOSES. CONTRACTOR SHALL REMOVE EXISTING VAULT LIDS, LID FRAMES, AND COVERS ON ALL EXISTING UTILITY VAULT MODEL NO. 25 TA VAULTS, AND SHALL PROVIDE UTILITY VAULT CO. OR EQUAL LIDS, LID FRAMES, AND COVERS UTILIZING PENTA-HEAD LOCKING BOLTS AND SPRING NUTS IN ORDER TO BOLT TO THE VAULT FRAME AND COVER FOR LOCKING PURPOSES. SEE SPECIFICATIONS AND DETAILS ON DWG NO. E08 FOR MORE INFORMATION. 9. ALL PROPOSED CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS FOR PROTECTION OF CONDUCTORS. ALL EXISTING CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS INSTALLED AT THE VAULT TERMINATION. 10. ALL PROPOSED AND EXISTING VAULTS AND LIDS SHALL BE GROUNDED PER N.E.C. SEE GROUNDING DETAIL ON DWG NO. E08. 11. ALL VAULT LIDS SHALL BE PERMANENTLY MARKED FOR THEIR INTENDED USE, "SIGNAL" FOR ALL SIGNAL AND INSTRUMENTATION VAULTS AND "ELECTRICAL" FOR ALL POWER VAULTS. PERMANENT MARKING LETTERING SHALL BE 3" MINIMUM. USE RAISED WELD BEAD. 12. PROPOSED UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET AWAY FROM THE RESERVOIR FOUNDATION. L 13. CENTERLINE OF PROPOSED RACEWAY FROM THE PROPOSED GENERATOR BUILDING SIGNAL CABINET TO THE EXISTING RESERVOIR LADDER. CONTRACTOR SHALL INSTALL (2) 2 PVC CONDUITS WITH PULL STRING FOR FUTURE USE. PROPOSED CONDUITS SHALL STUB UP AT BASE OF LADDER AND SHALL BE CAPPED. TERMINATE CONDUITS WITH PULL STRING IN PROPOSED SIGNAL CABINET. a _: ElMINEEMNG, http://www.rh2.com mailbox@rh2.com 1.800.720 8052 360.676.0836 454 West Horton (toad NOTES 1. PIPE FOR STORM DRAIN INFILTRATION SYSTEMS SHALL MEET THE REQUIREMENTS OF W.S.D.O.T. SECTION 9-05.2(7). 2. PERFORATED CONCRETE UNDER DRAIN PIPE MEETING W.S.D.O.T. SPECIFICA11ONS CHAPTER 9-05.2 (2) AND A.A.S.H.T.O. DESIGNATION M175, TYPE I, MAY BE USED WITH THE ADDITIONAL CONDITIONS: THE PERFORA11ONS SHALL BE CIRCULAR AND A MINIMUM OF 1/2 -INCH IN DIAMETER. THEY SHALL BE CLEANLY CUT AND BE SMOOTH AND UNIFORM WITH NO EXCESS CONCRETE LEFT FROM THE HOLE PERFORATIONS PROCESS. THERE SHALL BE A MINIMUM OF 7 SETS OF PERFORA11ONS WITH 2 HOLES PER SET OF PERFORATIONS FOR EACH 3-1/2 FEET OF PIPE LENGTH. RUBBER GASKETS OR GROUTING OF JOINTS FOR PERFORATED PIPE RUNS WILL NOT BE REQUIRED. INSPECTION OF THE PERFORATED CONCRETE PIPE SHALL BE MADE BY THE MUNICIPALITY BEFORE INSTALLATION OF THE PIPE IN THE GROUND. SEE ROCKERY DETAIL ON DWG NO. C09 FOR MORE INFORMATION. lzi*l ! •'0 • ' 1 i 6" MIN 24" BACKFILL TO BE 3/4" - 4" WASHED ROCK VARIES ..? SIDEWALK 18" MIN NOT TO SCALE REVISED TQ CONFORM TQ CONTTOL#cT1QN REc0RD5 REVISIONS PER ADDENDUM NO. 2 NO. REVISION EXPIRES 3 13 2008 SIGNED: 07128106 t � c BOTHELL OFFICE 425,951.5400 12100 NE 195th Street, Suite 100 509.886.2900 300 Simon Street, Suite 5 /�g FORT OFFICE 360.876.7960 600 Kitsap Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 20 DWG N0. ENGINEER: DJB CO3 RENEWED: MCI DATE: NOV 9, 2007 MEET No. CMR - MLM 11 /01 /07 CUEM-r: REN RPC MLM 09/06/06 JOB No.: 105-079 33 BY; REVIEW DATE GEN-D-CO3