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Home My WebLink AboutS-051325,� E �I � "', � is � ', t- j;. C �� 1P. � 13 ' �' U �. ® I TOPOGRAPHIC &MISCELLANEOUS UTILITY SYMBOLS SURVEY SYMBOLS ABBREVIATIONS � CENTERLINE ® EXISITNG GAS METER � FOUND SECTION CORNER AB ANCHOR BOLT E EAST MAINT MAINTENANCE SCFM SOUTH, SLOPE, SANITARY SEWER STANDARD CUBIC FEET PER MINUTE AC ASPHALTIC CONCRETE, ACRE EA EXHAUST AIR, EACH MAS MASONRY SCH SCHEDULE -R PROPERTY LINE OR R/W CC1 EXISTING GAS VALVE spa FOUND QUARTER CORNER ACP ASBESTOS CEMENT PIPE ECC ECCENTRIC MAT'L MAX MATERIAL MAXIMUM SD STORM DRAIN o EXISTING UTILITY POLE p FOUND SIXTEENTH CORNER'. AGG AL P.GGREGATE ALUMINUM EFF EL EFFLUENT ELEVATION (SEEN) MB MAILBOX SE SOUTHEAST ---- - - - - -- EASEMENT UNE ALT ALTERNATE ELECT ELECTRICAL MCC MOTOR CONTROL CENTER SEC SECOND BREAK LINE � EXISTING JTILITY POLE ANCHOR .Q. FOUND CLOSING CORNER ALUM ALUMINUM ELL ELBOW MCU MECH MASTER CONTROL UNIT MECHANICAL SECT SF SECTION SQUARE FEET ■ ANC ANCHOR EMBD EMBEDDED MFG MANUFACTURED SHT SHEET EXISTING STRUCTURE ��'E STREET LIGHT �°NC FOUND MEANDER CORNER APPROX APPROXIMATELY) EMER EMERGENCY MFR MANUFACTURER SIM SIMILAR APWA AMERICAN PUBUC WORKS ASSOCIATION ENGR ENGINEER MG MILLION GALLONS SL SLOPE, SLEEVE PROPOSED STRUCTURE c EXISTING TELEPHONE RISER ® SOIL BORING ASPH ASPHALT EO EQUAL EQUIPMENT MGD MILLION GALLONS PER DAY SPEC SPECIFIC' / -PIONS EXISTING FENCE � MAIL BOX O TAX LOT NUMBER ASSY ATB ASSEMBLY ASPHALT TREATED SASE EQUIP EQUIV EQUIVALENT MG /L MILLIGRAMS PER LITER SO SS SQUARE STAINLESS STEEL, SANITARY SEWER -.� AVAR AIR VACUUM & ATP. RELEASE VALVE ESMT EASEMENT MGR MANAGER ST STREET -.. PROPOSED FENCE o o EXISTING R:P RaP lV OWNERSHIP TIE AUTO AUTOMATIC EST ESTIMATE MH MHHW MANHOLE MEAN HIGH HIGH WATER STA STATION AUX AUXILIARY EVC END VERTICAL CURVE WAY MI MILE STD STANDARD --- -�so -� EXISTING CONTCUR UNE � PROPOSED RIP RAP o ANGLE POINT AVE AVENUE EW EACH MIN MINIMUM, MINUTE STL STEEL J, AWWA AMERICAN WATER WORKS ASSOCIATION EXCL EXCLUDING EXISTING MISC MISCELLANEOUS STOR STORAGE -�so� PROPOSED CONTOUR UNE o0o EXISTING ROCKERY -{y- BENCHMARK Y EXIST EXT EXTERIOR MJ MECHANICAL JOINT STRUCT STRUCTURAL PROPGSED ROCKERY o FOUND IRON PIPE /REBAR BF BLDG BUTTERFLY VALVE BUILDING ML MILLILITER SUPERV SUPERVISOR -�� -- EXISTING SLOPE 000 BLK BLOCK F FAHRENHEIT, FACE, FAN MLLW MEAN LOWER LOW WATER SUPT SUPPORT �- EXISITNG DITCH OR EDGE OF WATER v EXISTING SIGN • SET IRON PIPE /REBAR gM BEAM, BENCHMARK FF FINISH FLOOR MLW MEAN IOW WATER SW SY SOUTHWEST SQUARE YARD BO BLOW OFF FAB FABRICATE {D), FABRICATION MON MONUMENT MILES PER HOUR SYM SYMMETRICAL PROPOSED DITCH OR EDGE OF WATER T PROPOSED SIGN p FOUND MONUMENT IN CASE BOD BIOCHEMICAL OXYGEIJ DEMAND F/F FACE TO FACE MPH MSL MEAN SEA LEVEL BOT BOTTOM FH FIRE HYDRANT T TOP OHT OVERHEAD TELEPHONE UNE ,N� � °� EXIS�fING TREE (CONIFER) ® FOUND SURFACE MONUMENT BRG BEARING FIN GR FINISHED GRADE N NORTH TAN TANGENT EXISTING TREE (DECIDUOUS) x FOUND /SET LEAD &TACK, PK NAIL BRK BST BREAK BITUMINOUS SURFACE TREATMENT FL FM FLANGE FORCE MAIN N/A NON APPLICABLE T & M TIME &MATERIALS -UGT UNDERGROUND TELEPHONE UNE BTU BRITISH THERMAL UNIT FO FlBER OPTIC NE NORTHEAST TB TOP OF BANK -OHTV- OVERHEAD N LINE � EXISTING YARD LIGHT o FOUND /SET HUB W /TACK BULKHDS BULKHEADS FPM FEET PER MINUTE NEG NIC NEGATIVE NOT IN CONTRACT TBM TC TEMPORARY BENCHMARK TOP OF CURB UGN- UNDERGROUND N UNE 4� SPOT ELEVATION AT POINT SHOWN O SECTION CENTER CB CATCH BASIN FPS FRP FEET PER SECOND FIBERGLASS REINFORCED PIPE NO NS NUMBER NOT SPECIFIED TFR THD'D TRANSFORMER THREADED C TO C CENTER TO CENTER F7 FEET, F00T NTS NOT TO SCALE THK THICK G GAS UNE 45.63 SPOT ELEVATION AT DECIMAL POINT CF CUBIC FEET FTG FOOTING NT WT NET WEIGHT THRU THROUGH CFH CUBIC FEET PE.R HOUR FLIT FUTURE NW NORTHWEST TOC TOP OF CONCRETE -OHP- OVERHEAD POWER UNE TC45.63 TOP OF CURB ELEVATION CFM CUBIC FEET PER MINUTE TOP TOP OF PIPE G� GUTTER ELEVATION CFS CUBIC FEET PER SECOND G GUTTER, GAS 02 OXYGEN TRM TRANSMITTER -UGP- UNDERGROUND POWER UNE CI CAST IRON GA GAL GAGE GALLON OC ON CENTERS TRN TRANSDUCER - -moo- EXISTING GUARDRAIL �xYX� EDGE OF TREES OR BRUSH CIP CJ CAST IRON PIPE CONSTRUCTION JOINT GAL`J GALVANIZED OD OH OUTSIDE DIAMETER, OUTSIDE DIMENSION TYP OVERHEAD, OVERHANG TWP TYPICAL TOWNSHIP NATURAL GROUND CL CENTERLINE, CLASS GD GUARD OHP OVERHEAD POWER LINE �� PROPOSED GUARDRAIL �r-V,`� CONCRETE CL2 CMP CHLORINE CORRUGATID METAL PIPE GEN GIP GENERAL GALVANIZED IRON PIPE OPT OPTIONAL UBC. UNIFORM BUILDING CODE 0 CMU CONCRETE MASONRY UNIT GPD GALLONS PER DAY OP.IG OZ ORIGINAL OUNCE UG UGP UNDERGROUND UNDERGROUND POWER LINE ,n WET AREA CO CO2 COMB coNC CLEANOUT CARBON DIOXIDE COMBINATION CONCRETE, CONCENTRIC GPM GR cRTG cv GALLONS PER MINUTE GRADE, GRAVEL GRATING GATE VALVE P PC POST, PER, POWER POINT OF CURVATURE ULID U/P uscs UTILITY LOCAL IMPROVEMENT DISTRICT UTILITY POLE UNITED STATES GEOLOGICAL SURVEY WATER SYMBOLS SANITARY /STORM SEWER SYMBOLS SECTION &DETAIL NUMBERING SYSTEM CONT CONTINUOUS GYP GYPSUM PE PERF PLAIN END PERFORATED VC VERTICAL CURVE W EXISITNG WATERLINE -FM- EXISTING FORCE MAIN (1) SECTION CUT ON DRAWING 5 CONST CRIB CONSTRUCTION CRIBBING HOPE HIGH DENSITY POLYETHYLENE PH PHASE VCP VITRIFIED CLAY PIPE CS COMBINED SEWER HOR HORIZONTAL PI POINT OF INTERSECTION VERT(S) VERTICAL {S) PROPOSED WATERLINE PROPOSED FORCE MAIN sECnoN LETTER CTR CENTER HP HIGH PRESSURE, HIGH POINT, HORSEPOWER PK PL PEAK PROPERTY LINE VF VOL VERTICAL FOOT VOLUME A CULV CULVERT HT HEIGHT PNEU PNEUMATIC VPI VERTICAL POINT OF INTERSECTION C EXISTING CAP /PLUG -S- EXISTING SANITARY SEWER DRWAING NO. ON WHICH 15 SECTION APPEARS CV CY /DAY CHECK VALVE CUBIC YARD PER DAY HTR H/V HEATER HEATING AND VENTILATING PP POWER POLE VSS VOLATILE SUSPENDED SOLIDS C PROPOSED CAP /PLUG PROPOSED SANITARY SEWER CYL CYLINDER HVAC HEATING, VENTILATING, AND AIR CONDITIONING PRES PRESSURE REGULATING VALVE WEST, WATER HW HIGH WATER PRV PS PRESSURE PUBLIC SEWER W W/ WITH # EXISTING COUPLING SD EXISTING STORM DRAIN D DITCH HWY HIGHWAY PSF POUNDS PER SQUARE FOOT W/0 WITHOUT PROPOSED COUPLING PROPOSED STORM DRAIN DET DI DETAIL DUCTILE IRON HYD HZ HYDRANT HERTZ (CYCLES PER SECOND) PSIA POUNDS PER SQUARE INCH ABSOLUTE WD WATER DISTRICT # EXISTING REDUCER -CS- EXISTING COMBINED SEWER (2) ON DRAWING 15 THIS SECTION IS SHOWN DIA DIAG DIAMETER DIAGRAM ID INSIDE DIAMETER PSIG PT POUNDS PER SOURS INCH GAGE POINT, POINT OF TANGENCY WM WS WATER MAIN, WATER METER, WIRE MESH WATER SURFACE � DIFF DIFFERENTIAL IE INVERT ELEVATION PUD PUBLIC UTILITY DISTRICT WT WEIGHT PROPOSED REDUCER o EXISTING SANITARY SEWER CLEAN OUT DIM DIMENSION IN INCH PVC PVI POLYVINYL CHLORIDE PCINT OF VERTICAL INTERSECTION WWF WWM WELDED WIRE FABRIC WELDED WIRE MESH o cc CROSS SECTION A DIST DISTRICT INCL INCLUDING PVT PAVEMENT � PROPOSED THRUST BLOCK • PROPOSED SANITARY SEWER CLEAN OUT DN DOWN INSUL INSULATE(D), INSULATION YD YARD SCALE 1" = 1' -0" S DNR DEPARTMENT OF NATURAL RESOURCES INN INVERT QTY QUANTITY YR YEAR ® EXISTING WATER METER O EXISTING SANITARY SEWER MANHOLE DR DRIVEWAY IRRG IRRIGATION � PROPOSED WATER MEicR � PROPOSED SANITARY SEWER MANHOLE DRAWING NO. ON WHICH SECTION WAS CUT. DO DWG(S) DISSOLVED OXYGEN DRAWINGS) K KIP (1,000 POUNDS) R RADIUS, RANGE /J NUMBER, POUNDS KV KILOVOLT RAD RADIUS & AND EXISTING FIRE HYDRANT O EXISITNG STORM DRAIN CATCH BASIN KVA KILOVOLT AMPERE RCP RECEPT REINFORCED CONCRETE PIPE RECEPTIONIST ® 0 AT DIAMETER, PHAS PROPOSED FlRE HYDRANT � PROPOSED STORM DRAIN CATCH BASIN (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR KW KILOWATT RECIRC RECIRCULATION 1r MANNER EXCEPT THAT DETAILS ARE IDENTIFIED EXISTING FLANGE JOINT >---< EXISTING STORM DRAIN CULVERT BY NUMBER RATHER THAN BY LETTER. � LENGTHSOF CURVE REDP REDUCE(R)S p LEV LEVEL REF REFERENCE II PROPOSED FLANGE JOINT >--< PROPOSED STORM DRAIN CULVERT LF LINEAL FOOT(FEET) REG REINF REGULATOR REINFORCED, REINFORCING 7 EXISTING MECHANICAL JOINT ® EXISTING STORM DRAIN MANHOLE UD LS LOCAL IMPROVEMENT DISTRICT LUMP SUM REO'D REQUIRED LTG LIGHTING RESIL RESILIENT ] PROPOSED MECHANICAL JOINT ® PROPOSED STORM DRAIN MANHOLE LW LOW WATER RJ RM RESTRAINT JOINT ROOM NOTE: RP RADIUS POINT, REFERENCE POINT C EXISTING HUB OR PUSH -ON JOINT SECTION &DETAIL NUMBERING SYSTEM MAY RPM REVOLUTIONS PER MINUTE C PROPOSED HUB OR PUSH -ON JOINT OR MAY NOT BE USED. RR RT RAILROAD RIGHT R/W RIGHT OF WAY �f EXISTING AIR RELIEF VALVE PROPOSED AIR RELIEF VALVE Y EXISTING BLOWOFF PROJECT RELATED SYMBOLS PROJECT RELATED NOTES T PROPOSED BLOWOFF p�J EXISTING BUTTERFLY VALVE I�'�� ICI PROPOSED BUTTERFLY VALVE PSI EXISTING CHECK VALVE HAMMOND, COLLIER &WADE — CITY OF RENTON N PROPOSED CHECK VALVE LI VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS CENTRAL RENTON SEWER REP! ACEMENT D4 EXISTING GATE VALVE 4010 STONE WAY N 5 -0513 SEA SYMBOLS &ABBREVIATIONS N PROPOSED GATE VALVE O6)W632826648090 ecw -� RECOMMENDED FOR APPROVAL K,Y EXISTING PLUG VALVE DESIGNED: REB DATE: 6/27/95 FILE NAME: IN PROPOSED PLUG VALVE PLAN REwEw DATE DRAWN: DPH CHECKED: SCALE: N/A FlELD BOOK: PPGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 37 OF: 37 �y wwP � �' � O i /� SEWER UTIOTY DATE ,� E �I � "', � is � ', t- j;. C �� 1P. � 13 ' �' U �. ® I