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Home My WebLink AboutWTR2703214.16Y z Z Q U PO c CONCRETE RESERVOIR c� GRASS CONCRETE PAD WITH TANK SUPPORT, (TYP.) O O GRASS Q O CONCRETE VAULT O 436 CONCRETE PAD W/ ELECTRICAL BOXES, TYP GRAVEL GRASS 438 CONCRETE PAD W/ ELECTRICAL BOX EXISTING �TELEMETRY HANDHOLE GRAVR A 4TE 7' CHAIN LINK NE 12TH STREET EXISTING SITE PLAN 20' EXISTING PIPE TO BE REMOVED 00 - O N d COLUMN CONCRETE RESERVOIR COLUMN 0 A�8 EXISTING GENERATOR BUILDING BUILDING EASTERLY BROKEN EDGE OF ASPHALT, ASPHALT DISAPPEARS INTO GRAVEL CONCRETE EXISTING 2" PVC TELEMETRY oNDUIT / C EXISTING TELEMETRY BUILDING HANDHOLE EXISTING BOOSTER, ---- STATION BUILDING HIGHLANDS RESERVOIR LEGEND EXISTING SYMBOLS SURVEY SYMBOL DESCRIPTION QUARTER SECTION CORNER O ENCASED CONCRETE MONMENT SURFACE BRASS DISK MONUMENT SURFACE FEATURES SYMBOL DESCRIPTION PP POWER POLE EJB ELECTRICAL JUNCTION BOX TJB TELEPHONE JUNCTION BOX CONIFER TREE HEDGE WATER SYMBOL DESCRIPTION WATER VALVE FH FIRE HYDRANT LINETYPES SURFACE FEATURES LINETYPE DESCRIPTION FENCE LINE GRAVEL CONCRETE EXISTING STRUCTURE UTILITIES LINETYPE DESCRIPTION UNDERGROUND POWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND TELEMETRY LINE WATER LINE PROPOSED OBJECT DESCRIPTION FITTINGS WATER MAIN ' WATER MAIN WITH SHACKLE RODS SENSING LINE UNDERGROUND TELEMETRY LINE UNDERGROUND POWER LINE j HIGHLANDS RESERVOIR SURVEY INFORMATION VERTICAL DATUM: NAVD 1988 BENCHMARK: CITY OF RENTON MONUMENT #1843, AT INTERSECTION OF NE 12TH STREET AND MONROE AVENUE NE (TO THE NORTH), BRASS PLUG IN CONCRETE, 1.25' DEEP. ELEVATION = 425.15 FEET UTILITIES SHOWN ARE BASED ON OBSERVATION OF SURFACE FEATURES, PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY LOCATING SERVICE, AND AVAILABLE RECORD DRAWINGS. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800-424-5555 FOR THIS VERIFICATION. THIS SURVEY MADE WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL ITEMS OF RECORD. ELEVATION PRECISION: 0.05' HARD SURFACES 0.1' NON -HARD SURFACES EXISTING CONDULET. CONTRACTOR SHALL INSTALL PROPOSED CONDUCTORS TO EXISTING CONDULET. CONTRACTOR SHALL CONNECT PROPOSED 1 1/2" GRC CONDUIT TO EXISTING CONDULET. CONTRACTOR SHALL INSTALL PROPOSED 1 1/2n GRC CONDUIT CONTAINING PROPOSED FLOW METER CABLE'S, ALTITUDE VALVE CONDUCTORS, AND FLOOD SWITCH CONDUCTORS BETWEEN EXISTING CONDULET AND PROPOSED FLOW METER TRANSMITTER LOCATED NEXT TO EXISTING TELEMETRY PANEL AND THE TELEMETRY PANEL. LOCATION OF PROPOSED FLOW METER TRANSMITTER. CONTRACTOR SHALL INSTALL A JUNCTION BOX ABOVE THE FLOW METER TRANSMITTER,TERMINATE PROPOSED 1 1/2" CONDUIT IN THE PROPOSED JUNCTION BOX. FROM THE JUNCTION BOX INSTALL A 1" CONDUIT TO THE FLOW METER TRANSMITTER AND TERMINATE THE FLOW METER CABLES TO PROPOSED FLOW METER TRANSMITTER. INSTALL A j" GRC CONDUIT CONTAINING (2)—#12 AND (1)—#12 GROUND CONDUCTORS BETWEEN THE FLOW METER TRANSMITTER AND THE PROPOSED TELEMETRY PANEL. INSTALL A 1" GRC CONDUIT CONTAINING (2) — 2—CONDUCTOR SHIELDED CABLES AND (6)—#14 AND (1)—#14 GROUND CONDUCTORS' . = BETWEEN THE FLOW METER TRANSMITTER AND THE r. EXISTING TELEMETRY PANEL. TERMINATE CONDUCTORS AT THE TELEMETRY PANEL AND THE FLOW METER f Y TRANSMITTER. INSTALL A � CONDUIT CONTAINING _ - (6)—#14 AND (1)—#14 GRID CONDUCTORS BETWEEN THE +.,. JUNCTION BOX AND THE EXISTING TELEMETRY PANEL. _ TERMINATE THE PROPOSED CONDUCTORS IN THE EXISTING TELEMETRY PANEL >< SURFACE MOUNT INSTALL PROPOSED 1 1/2" CONDUIT TO EXISTING BOOSTER STATION INTERIOR WALL. 4wo1 EXISTING TELEMETRY PANEL. EXISTING BOOSTER STATION INTERIOR - SOUTH WALL NO SCALE SURFACE MOUNT INSTALL PROPOSED 1 1/2' CONDUIT TO --- WALL ABOVE DOOR. EAST WALL NO SCALE EXISTING 2" CONDUIT TO EXISTING BOOSTER STATION BUILDING. CONTRACTOR SHALL f; INSTALL PROPOSED FLOW METER CABLE'S, ALTITUDE VALVE s CONDUCTORS, AND FLOOD i SWITCH CONDUCTORS IN �r EXISTING CONDUIT. .: EXISTING 2" CONDUIT BUILDING PENETRATION FROM EXISTING CONDUIT LEAVING EAST %HANDHOLE. fp EXISTING 2" PVC CONDUIT FROM EXISTING WEST TELEMETRY EXISTING BOOSTER STATION INTERIOR - NORTH WALL HANDHOLE NO SCALE EXISTING 2" PVC CONDUIT TO EAST TELEMETRY HANDHOLE. CONTRACTOR SHALL INSTALL PROPOSED FLOW METER CABLE'S, ALTITUDE VALVE CONDUCTORS, AND FLOOD SWITCH CONDUCTORS IN EXISTING CONDUIT. .:. PROPOSED WEST TELEMETRY HANDHOLE. CONTRACTOR SHALL CONNECT PROPOSED 2" PVC COATED GRC CONDUIT TO EXISTING HANDHOLE EXISTING WEST TELEM NO SCALE EXISTING WEST EAST TELEMETRY EXISTING HAI GENERATO - BUILDING H. WA IO/L/ �$BCIST-0 i rO1VAL SIGNED: 06129107 SIGNED: 06129107 's Y W H N C� z H 0 = cn �0-4 x za ;4 F) Z a z W w Ir °z V cS C ENGINEE_ PLANNERS EXISTING EAST TELEMETRY HANDHOLE S► E N T I S T SMw NO SCALE RH2 ENGINEERING, INC:. http://www.rh2.com mailbox®rh2.com 1.800.720.8052 EXISTING BOOSTER BELLINGHAM OFFICE STATION BUILDING 360.676.0836 454 West Horton Road _OCATION OF EXISTING BOTHELL OFFICE CELEMETRY PANEL ON SOUTH 425.951.5400 NALL OF EXISTING BOOSTER 12100 NE 195th Street, Suite 100 STATION INTERIOR EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.876.7960 600 Kitsop Street. "T SCALE: SHOWN FRW Mm 0 1" 2" DRAWING IS NOT TO SCA[F A EXISTING BOOSTER STATION BUILDING EXTERIOR NO SCALE IF BAR IS NOT 2" LONG PLOT 20 DWG NO. ENGINEER: C,DW C14 REVIEWED: MLM DATE: SEP 14, 2009 SHEET NO. REVISED TO CONFORM TO CONSTRUCTION RECORDS DY KJS 06/08/09 CLIENT: REN 33 ADDENDUM / ISSUED FOR CONSTRUCTION BTE MM 10/09/07 JOB No.: 105-049 34 NO. REVISION BY REVIEW DATE FILENAME HIGH—D—HOT